APPENDIX J - Granicus

Wayne J Sand and Gravel Mine Expansion Project

Final Environmental lmpact Report

December 2015

APPENDIX J

Tra n s po rtati o n/Ci rcu I ation

(Revised Traff¡c lmpact Analysis Report)

tlo. âgel

TIGI¡XIGII iTPlliI

RevSED TRAFFrc IMPACT ANALYSIS

Wnvrur J Snruo AND Gnnvel MINE

PnOIECT EruVIRONMENTAI IMPRCT

Rrponr

Preparedfor

Ventura County Resourcs Management Agency

Planning Division

800 South Victoria Avenue, L#1740

Ventura, CA 93009-1740

November 4,2015

T'RS

130 Robin HillRoad, Suite 100

Goleta, CA 93117

(80s)6e24600

Project Number: 60419284

Srcno¡r

Tnelr or Corurerurs

1.2 Study Area and Project Background........

1.3 ReportOrganization

Vy'ayne J Sand and Gravel Mine Project

Pncr

1-1

1-ll-1

2.0 A¡¡Rr-vss M¡rHoool-ocv

2.1 Level of Service Descriptions

2.2 Intersection Level of Service Standards and Methodology

2.3 Roadway Segment Level of Service Standards and Methodology

2.4 Determination of Significant Impacts

2.4.1 County of Ventura Threshold of Significance.................2.4.2 City of Moorpark Threshold of Significance2.4.3 City of Fillmore Threshold of Significance..

3.0 Exrsrrruc Cotuolnorus. ...............3-1

3.1 Existing Roadway Network...... .""'3-1

3.1.1 Los Angeles Avenue (SR-l18) 3-1

2-1

2-l2-2

2-2

2-3

2-32-32-4

1.2 High Street.. ..'...3-lJ

J

)J

J

J

J

J

J

J

1.3 Broadway Road .3- 1

1.7 Grimes Canyon Road South .3-2

1.8 Walnut Canyon Road/lvloorpark Avenue ........................3-2

1.9 Casey Road. ......3-31.10 Poindexter Avenue ,,..............3-3

1.11 Bardsdale Avenue........ ...'......3-3Study Intersections and Roadway Segments ..3.2

J.J

3.4

Existing Traffic Volume .....

Existing Level of Service Analysis

3.4.1 Roadway Segment Analysis3.4.2 IntersectionAnalysis

3.5 CEQAExisting Setting..................

3.5.1 Measured Existing Traffic Volumes....... ..'...'.............'.."3-83.5.2 CEQA Existing Setting for Traffic Circulation .3-93.5.3 CEQA Existing Setting Trip Generation Assumptions ............... .......3-10

3.5.4 CEQA Existing Setting Trip Distribution Assumptions............... '.....3-103.5.5 Roadway Segment Analysis .....................3-l I3.5.6 Intersection Analysis ...........3-13

3-6

.3-6

.3-6

3.6 CEQA Existing Setting Plus Project

3.6.1 CEQA Existing Setting Plus Project for Traffic Circulation...3.6.2 Roadway Segment Analysis3.6.3 Intersection Analysis ...

.3-r4,3-14.3-14.3-16

.........3- I 8

rrRs

3.7 CEQA Existing Setting Plus Cumulative ...............

t

3.7.1 CEQA Existing setting Plus cumulative for Traffic circulation

3.7.2 Roadway Segment AnalYsis

3.8 CEQA Existing Setting Plus Cumulative Plus Project

3,8.1 Roadway Segment Analysis """"""""""'3-22

4.0 REurEo PRo¡rcrs... """""""'4'1

5.0 Pnoposgo PRol¡cr DescRlpnoru """""""'5-1

5.2 Project Trip Generation and Distribution

5-l5-1

,5-4.5-55.2.2 Project TriP Distribution'

6.0 Exrsnrr¡c Pt-us Pno.¡¡cr TRAFFIc Coruororrls. """"""""6-1

6.1 Existing Plus Project Traffic Conditions """"""'6-16.1.1 Roadway Segment Analysis """""""""""'6-l

6.1.2 Intersection anâtysii...... """"""""'6-2

Yrnn (2025) Plus Cuuul-ATME TRAFFIc CoNDlrloNS ........'........ """"7'1

Wayne J Sand and Gravel Mine Project

5.2.1 Proposed Mining Projects Trip Generation '....".."""

3- l83-193-22

5.1 ProjectDescriPtion

7.0

8.0

7 .l Year (2025) Plus Cumulative Traffic Conditions."""''7.1.1 RoadwaY Segment AnalYsis

7.1.2 IntersectionAnalYsis7.2 Year (2025) Plus Cumulative Plus Project Conditions

7-r7-l7-47-5

7.2.1 Roadway Segment Analysis """""""""""'7-57.2,2 Interseciion Analysis """"""'7-67.2.3 Year (2}25)Mitigations """7-10

Frruor¡rcs AND REcoMMENDATIoNS """""""'8'1

8.1

8.2

8.3

Intersection Analysis Summary..'. """""""""""'8-lSegment Analysis Summary

Summary of Mitigation Measures """""""""""'8-38.3.1 Existing Plus Project Proposed Mitigation8.3.2 Year (2025) Plus Cumulative Plus Project Proposed Mitigations

8.4 Conclusion

List of Tables

J

Table 3. 1 Study Intersections..........Table3.2 Study RoadwaY Segments.

Table 3.3 Roadway Segment Existing Level of Service (Based on 2013 Traffic Counts)

Table 3.4 Peak Hour Intersection Level of Service Existing Conditions.

.8-48-4

3-43-43-63-8

9.0 R¡r¡Rrruc¡s """"'9'1

Table2.l Level of Service Descriptions.....'..'..... """2-lTable 2.2 Minimum Acceptable Livel of Service (LOS) for Roadway Segments and Intersections'.......2-2

Table2.3 Average Daily iraffic (ADT) Level of Service (LOS) Thresholds - Counfy of Ventura

Table 2,4 County of Ventura Thresholds of Significance for Changes in LOS at Signalized Intersections2-

Table 3.5 Peak Hour Intersection Measured Existing Traff,rc Volumes

llIIRS

'Wayne J Sand and Gravel Mine Project

Table 3.6 CEQA Existing Setting Permitted ADT for Traffic Circulation.. .........................3-9

Table 3.7 CEQA Existing Setting ADT for Traffic CirculationTable 3.8 CEQA Existing Setting Trip Generation (PCE) for Traffic Circulation.. ..3-10

Table 3.9 CEQA Existing Setting Trip Distributions for Traffic circulation.Table 3.10 Roadway Segment CEQA Existing Level of Service............. .3-11

Table 3.11 Peak Hour Intersection Level of Service CEQA Existing Setting......... .......'.'.3-13

Table3.l2 CEQA Existing Setting Plus Project Truck Trips. --..3-14

Table 3.13 Roadway Segment CEQA Existing Setting Plus Project Level of Service............................3-16

Table 3.14 Peak Hour Intersection Level of Service Under CEQA Existing Setting Plus Project

Conditions....Table 3.15 CEQA Existing Setting Plus Cumulative Truck Trips........'... '....3-18Table 3.17 Peak Hour Intersection Level of Service CEQA Existing Setting Plus Cumulative Conditions

3-2r

Table 3.18 Roadway Segment CEQA Existing Setting Plus Cumulative Plus Project Conditions.........3-22

Table 3.19 Peak Hour Intersection Level of Service Under CEQA Existing Setting Plus Cumulative Plus

Project Conditions... 3-25

Table 5.1 Proposed Mining Estimated Projects Average Truck Trips (without mitigation) .....................5-2

Table 5.2 Proposed Mining Projects Estimated Increase Average Daily Truck Trips (without mitigation)5-

2Table 5.3 Proposed Mining Projects Estimated Increase Trip Generation (Cars and Trucks) (without

mitigation).. 5-3

Table 5.4 Mining Projects Increase Trip Generation PCE (without mitigation)Table 5.5 Trip Distribution of Proposed Increase in Mining Projects (without mitigation).. 5-4

Table 6.1 Roadway Segment Existing Plus Project Level of Service

Table 6.2 Peak Hour Intersection Level of Service Results Existing Plus Project Conditions (withoutmitigation).. 6-4

Table 7.1 Roadway Segment Year 2025 Plus Cumulative Level of Service.."..'... 7-2

Table7.2 Peak Hour Intersection Level of Service Results Year (2025) Plus Cumulative Conditions ....7-4

Table7.3 Roadway Segment Year 2025 Buildout Level of Service v-6

Table 7 .4 Peak Hour Intersection Level of Service Results Year (2025) Plus Cumulative Plus Project

Traffic Conditions (without mitigation).Table 8.1 Summary of Intersection Peak Hour Level of Service Results...."...,....... 8-1

Table 8.2 Summary of Roadway Segment Level of Service Results... ..........'.'8-3

TIRS nt


List of Figures

Figure l-l Project Study AreaFigure 3- I Existing Intersection Geometrics .....

Figure 3-2Traffic Volume - Existing Conditions 3-7

Figure 3-3 CEQA Existing Setting AM/PM Peak Hour Traffic Volume 3-r23-t5Figure 3-4 CEQA Existing Setting plus Project AM/PM Peak Hour Traffic Volume

Figure 3-5 CEQA Existing Setting Plus Cumulative AM/PM Peak Hour Traffic Volume..........Figure 3-6 CEQA Existing Setting Plus Cumulative Plus Project AM/PM Peak Hour Trafhc Volume.3-24Figure 4-1 Related Projects Map Ventura CountyFigure 4-2 Related Projects Map City of Fillmore..Figure 4-3 Related Projects Map City of MoorparkFigure 5-l Wayne J Sand and Gravel Mine Project Trip Distribution 5-6

......................3-5

Figure 5-2 Grimes Rock Mine and CEMEX Project Trip Distribution '..Figure 5-3 V/ayne J Sand and Gravel Mine Project Traffic Volume.'.."'Figure 6-1 Traffic Volume - Existing Plus ProjectFigure 7-LTraffic Volume-Year (2025) Plus Cumulative..........."'..'.......Figure 7 -2 Traffic Volume - Year (2025) Plus Cumulative Plus Project

5-7

6-3

7-8

üns tv

rüayne J Sand and Gravel Mine Project

AppendicesAppendix A

Traffic CountsAppendix B

Intersection Analysis Worksheets Existing ConditionsBl Intersection Analysis Worksheets CEQA Existing Setting Conditions

B2 Intersection Analysis Worksheets CEQA Existing Setting Plus CumulativeConditionsB3 Intersection Analysis Worksheets CEQA Existing Setting Plus Project Conditions

B4 Intersection Analysis Worksheets CEQA Existing Setting Plus Cumulative Plus

Project ConditionsAppendix C

Intersection Analysis worksheets Existing Plus Project conditionsAppendix D

Intersection Analysis Vy'orksheets Year (2025) Plus Cumulative Conditions

Appendix EIntersection Analysis Worksheets Year (2025) Plus Cumulative Plus Project Conditions

T'RS v


1.0 lrurnoDUcrloN

1.1 SruovPuRPosr

The purpose of this Traffrc Impact Analysis (TIA) Report is to analyze trafüc impacts associated

with the development of the proposed Wayne J Sand and Gravel Project's (Wayne J) operational

changes (..proposed Project" or "Project) for the Wayne J Sand and Gravel mining facility. This

report will identifu and recommend mitigation measures to reduce those impacts to levels of less

than signifrcant. This study was prepared in consultation with Ventura County Resource

Management Agency (RMA) Planning Division and Public 'Works Administration (PWA)

Transportation DePartment.

The analysis focuses on the potential traffic impacts to the surounding roadway circulation

system and establishes mitigation measures at the impacted locations.

1.2 SruovAneAAND PRolecr BRcrcRour'1o

The Wayne J Sand and Gravel mining operation is located east of Grimes Canyon Road (SR-23)

between State Route 26 (SR-126) and Broadway Road in County of Ventura. Figure 1-1 shows

the Project study area.

The Wayne J Sand and Gravel mining operation was originally permitted ín 1992 through the

County,s issuance of Conditional Use Permit (CUP) 4571. The permit has subsequently been

modified several times and currently operates under cuP 4571-5.

Historically, aggregate mining within the immediate vicinity of the Project has been ongoing

since 1948. In addition to the proposed Project, there are three operating mines in the vicinþ

and one closed mining facility currently under reclamatign (Best Rock Products)' The CEMEX

mining facility is located east of the Project, the Grimes Rock mining facility is located to the

west and the Rancho San Cristobal mining facility is located to the northwest.

The following four scenarios were analyzed as a part of this study:

o Existing Conditions - utilized to establish the current level of trafüc operating conditions

which include current mining project activities within the study area.

o Existing Plus Project Conditions - utilized to establish traffrc conditions with the addition

of the proposed Project conditions.

¡ year (2025) Plus Cumulative Project Conditions - establishes a future traffic operating

baseline developed from the County of Ventura traffrc-forecasting model which includes

permitted mining project conditions within the study area'

T'RS 1-1

o


Year (2025) Plus Cumulative Plus Project Conditions - represents future baseline trafficconditions with the addition of the proposed cumulative project trip generation associated

with Grimes Rock, CEMEX and Rancho San Cristobal plus the proposed Project.

IM t-2

o

õ(t

a.ç

o

B

oN

N

Moorpark Ave

' crrY oF MooRPARK

A PROJECT STUDY AREA

WAYNE J. SANDAND GRAVEL MINE PROJECT

DATE:2015CREATED BY: SV

1-1FIG NO.I'RS PM: NC PROJECT NO: 60419284

CITY OF FILMORE

,\-'---i

ÞÉ.

oE(9

/RanchofVENTURA COUNTY

San Cristobal

Grimes Rock / CEMEX

fWayne J Sand

a/ andGravel

M

+


The traffrc analyses prepared for this study were performed in accordance with approved

assumptions and consultation with the Ventura County RMA Planning Division and PWA

Transportation DePartment.

1.3 RrponrORcRttlzRnoru

Following this introduction chapter, this report is organized into the following sections:

2.0 Analysis Methodology - This chapter describes the methodologies and standards utilized

to analyze roadway and intersection traffic conditions.

3.0 Existing Conditions - This chapter describes the existing traffic network within the

study area and provides analysis results for existing traffic conditions.

4.0 Related Projects - This chapter identifies related projects within the study area.

S.0 proposed Project Description - This chapter describes the proposed Project including

project traffic generation, trip distribution patterns and project trip assignment.

6.0 Existing with Proposed Project Traffic Conditions - This chapter existing traffic

network with propoied Project conditions and provides analysis results for existing with

proposed Proj ect traffic conditions'

7.0 Year Q025) Traffic Conditions - This chapter describes future baseline with and

without project conditions. Analysis results are provided for the Year (2025) plus

cumulative (No f-.¡."t) conditions as well Ye:ar (2025) plus cumulative plus Project

conditions.

8.0 Findings and Recommendations - Outlines overall study findings and describes

recommended project-related mitigation measuros.

tRs l-4


2,0 ATNLYSISMTrHODOLOGY

The traffrc analyses prepared for this study were performed in accordance with discussions and

consultation with the Ventura County RMA Planning Division and PWA Transportation

Department. Detailed information on intersection analysis methodologies, standards, and

thresholds are discussed in the following sections.

2.1 Levrl oF SERVIcE DescRlPnorus

Level of Service (LOS) is an indicator of operating conditions on a roadway or at an intersection.

LOS is defined in categories ranging from A to F, with "4" representing the best traffic flow

conditions, and "F" representing poor conditions. LOS A indicates free-flowing traffrc and LOS

F indicates substantial congestion with stop-and-go traffrc and long delays at intersections. Table

2.1 provides definitions of LOS for both signalized and unsignalized intersections using the

Intersection Capacity Utilization (ICU) and Highway Capacity Manual (HCM2000) (TRB 2000)

analysis procedures respectively.

Table 2.1 Level of Service Descriptions

Source: TRB,2000. Notes: V/C = Volume/Capacity, sfueh = secondsfuehicle

Unsignalizedlntersection

GontrolDelay(s/veh)

Signalizedlntersection

Capacity Utilization(v/c)

Level ofService

Description of Operation

0-100.00 - 0.60A

LOS A describes operations with very low delay This occurs when

progression ts exkemely favorable and most vehicles do not stop at all.

Short cycle lengths may also contribute to low delay

0.61 - 0,70 10-15lOS Edescribes operations with generally good progression and/or short

cycle lengths, More vehicles stop than for LOS A, causing higher levels of

average delay.B

15 -250.71 - 0.80c

25-350.81 - 0.90D

IOS D describes operations with high delay, resulting from some

combination of unfavorable progression, long cycle lengths, or high

volumes. The influence of congestion becomes more noticeable, and

individual cycle failures are noticeable.

35-500.91 - 1.00tOS Fis considered the limit of acceptable delay. lndividual cycle failures

are frequent occufrences.E

50 or more> 1.01F

LOS Fdescribes a condition of excessively high delay, considered

unacceptable to most drivers. This condition often occurs when arrival flow

rates exceed the LOS D capacity of the intersection. Poor progression and

long cycle lengths may also be major contributing causes to such delay.

uns 2-l


2.2 lrureRs¡CnON LEVEL oF SERVIcE SrRruoRnos AND METHoDoLOGY

A computenzed, analysis of intersection operations was performed utilizing the TRAFFIX 7,6

analysis software, which uses the ICU, HCM2000 methodologies. The LOS criteria used for this

technique are listed in Table 2.1.

2.3 RoRownv Srcrurrur Lrvel oF SERVIcE StRruoRRos AND METHoDoLoGY

Roadway segment analysis was based on volume-to-capacity (V/C) calculations using County of

Ventura thoroughfares and conventional State highway capacities. County thoroughfares and

conventional State highways in the unincorporated area are classified as Class I, II, and III

roadways. Class I roadways are rural two-lane or multi-lane roads with essentially level terrain,

where the road section has been improved to meet current road standard criteria. Class II

roadways are rural two-lane roads, with essentially level and slightly rolling terrain, where the

road section does not meet current road standard criteria. Class III roadways are rural two-lane

roads, with mountainous terrain or sharply curving alignment, where the road section does not

meet current road standard criteria.

Tables 2.2 and2.3 provide the LOS and Average Daily Traffrc (ADT) volume thresholds used to

evaluate highways and local roadways.

Table 2.2 Minimum Acceptable Level of Service (LOS)for Roadway Segments and Intersections

Ventura Coun$, April 2011

of Ventura -Minimum LOS

maintained local roadsAllCoucAll County thoroughfares and state highways within the unincoçorated area of the County, except

below.D

1.

2.

3.

4.

5.

State Route 111 between Santa Clara Avenue and the City of Moorpark.

State Route 34 (Somis Road) north of the City of Camarillo.

Santa Rosa Road between Camarillo city limit line and Thousand Oaks city limit line.

of the Ojai freeway and the City of OjaiState Route 33 between the end

Road north of Rosa Road to limits line.

E

andStateallthe icable of thoroughfares, cityLOSThe highways, cityby appl cityprescribedPlanGeneralif has formthatwithin thentainedmat roadslocal located c¡ty ally adoptedcity

thetntothewith developmenta0r pertainingCountyordinances, agreementreciprocalpolicies,hStatetheaffect of thoroughfaresLOS Countyighways,0rwouldthat cumulativelyindividuallycity

Couofarea theutheroads tnlocaland Cou

Varies

ownits ardsstand has0rfor that nothas adoptedare any citystandards applicableCountyroads.totowithexecutednot a

less ofLOSmrntmum thehaswhich stringentLOS,two of acceptableeachAt between roads, prescribedintersectionsanyintersectionthatLOS ofallsh thebe mrntmumtwothe

ttRs 2-2

Class lllClass llClass I

2 Lanes2 Lanes6 Lanes4 LanesLOS 2 Lanes35029,000 1,50019,0002,400

2,00042,000 3,90028,0003,3007,00038,000 57,00010,000c

11,00070,00047,00016,000DI21,00087,00058,00027,000E


Table 2.3 Average Daily Traffic (ADT)

Level of Service (Los) Thresholds - Gounty of ventura Roadways

Source: Ventura County, 2011

2.4 DrtRullrlRtloN oF SlcrulrrcRrur lupncrs

The proposed project would result in a significant impact to 1l.,:afficlcirculation, if the addition of

project-related traffrc results in any traffrc thresholds being exceeded. Roadway segments or

intersections fall under the jurisdiction and are subject to thresholds of significance in the County

of Ventura, the City of Moorpark, and the City of Fillmore'

2.4.1 County of Ventura Threshold of Significance

Based on Ventura County Initial Study Assessment Guidelines (ISGA) the minimum LOS for

roadway segments within the Regional Road Network and the Local Road Network (all other

County maintained roads) is shown in Table 2.2 and the County LOS thresholds for roadways

and intersections are shown in Tables 2.3 and 2.4 respectively.

Table 2.4 Gounty of Ventura Thresholds of Significancefor Ghanges in LOS at Signalized lntersections

Source: Ventura CountY, 2011

2.4.2 City of Moorpark Threshold of Significance

The Crty of Moorpark has adopted LOS C as the peak operating hour standard for intersection

locations. At intersections where the project causes an intersection to fall below LOS C, an

impact is considered to be significant. In addition, if the intersection (without project traffic

conditions) already falls below Los c, then a project would have to increase the v/c ratio by

0.02 or greater to be considered to have significant impact'

lncrease in V/C or Trips greater thanlntersectionsLOS

A15B

0.10c10PD

5 PHTs*E

1 PHTs-F*To critical movements. These are the highest combination of left and

httum hourth

ttRs 2-3


The City of Moorpark Traffrc Impact Study Guidelines also requires the use of more

conservative stþulated values for intersection capacity. An intersection at Moorpark can be

evaluated up to two levels of service poorer than in unincorporated Ventura County, where

regional values for approach capacity are based upon measurements throughout Ventura County.

2.4.3 City of Fillmore Threshold of Significance

The City of Fillmore has adopted LOS C as the peak operating hour standard for intersection

locations on city streets and LOS D within both the Downtown Specifrc Plan area and on SR-

126. Consistent with the previous traffrc studies, the County of Ventura ISGA were assumed in

lieu of City of Fillmore project significant impact threshold guidelines.

IIRS 2-4


3.0 ExlsnNG CoNDlrloNs

This section describes the existing study area roadway circulation system, key study intersections

and roadways segments, existing daily roadway and peak hour intersection traffrc volume

information and LOS analysis results for existing conditions.

3.1 Extsnruc RonownY NrrwoRx

Several regionally and locally significant roadways traverse the study area. Key characteristics of

the roadway circulation system within the Project study area are discussed below.

3.1 .1 Los Angeles Avenue (SR-11 8)

Los Angeles Avenue (SR-118) is an easVwest state highway located approximately 5.0 miles

south of the Project site through County unincorporated area and City of Moorpark. SR-l18 and

SR-23 both travel along Los Angeles Avenue east to the SR-118123 freeway in the City of

Moorpark. The highway provides for one to three lanes per direction in the Project vicinity.

3.1.2 High Street

High Street is an easlwest oriented roadway to the southwest of the Project site. Within the

project study area, High Street has one travel lane in each direction. High Street is currently

posted at 30 miles per hour (mph) in the vicinity of the site.

3.1.3 Broadway Road

Broadway Road is an easlwest oriented rural roadway to south of the Project site. Within the

project study area, Broadway Road has one travel lane in each direction. Broadway Road, east of

Grimes Canyon Road (SR-23) merges and becomes part of SR-23 and eventually Walnut Canyon

Road. The intersection of Broadway Road and Walnut Canyon Road is also an unusual

configuration. The SR-23 legs are not required to stop, permitting flow between the west and

south legs. The north and east legs are required to stop. The north leg is known as Happy Camp

Road. This roadway leads to the site of the CEMEX gravel mining operation. While the CEMEX

mining facility is not subject to review at this time, it is included in the tables and analyses, as

appropriate, in order to provide a complete picture of sand and gravel operations in the vicinity.

3.1.4 Ventura Street (SR-126)

Ventura Street (SR-126) is an easVwest state highway located approximately four miles north of

the project site through the City of Fillmore. The highway provides for two lanes per direction in

the Project vicinity. Ventura Street is currently posted at 35 mph within the city limits.

I'RS 3-1


3.1,5 A Street (SR-23)

The project study area includes sR-23, a north-south oriented two-lane State highway' This

hiehwlv merges with and becomes "A" Street in the cþ of Fillmore'

3.1.6 Grimes CanYon Road (SR-23)

Grimes canyon Road is a north/south oriented rural roadway located east of the Project site in

ventura county. It is designated as sR-23. Within the Project study area, Grimes canyon Road

has one travel lane in each direction consisting of both rolling and mountainous terrain' Between

Bardsdale Avenue and Broadway Road, only a short portion of this road consists of mountainous

terrain and sharply curving alignment compared to the majority of segment which is essentially

level and slightly rolling terrain. For analysis purposes and consistency with other portion of the

SR-23, this roadway is classified as Class II'

3.1.7 Grimes CanYon Road South

Grimes canyon Road south extends south from Broadway Road (sR-23) towards Los Angeles

Avenue (sR-l18) in the county unincorporated arqa. It will be referred as Grimes canyon Road

South in this study to distinguish it from Grimes canyon Road (sR-23)' Grimes canyon Road

south is a north/south oriented rural roadway located southwest of the Project site' within the

Project study area, Grimes Canyon Road South has one travel lane in each direction'

3.1.8 Walnut Canyon Road/Moorpark Avenue

walnut canyon Road is a two lane rural highway beginning at Broadway Road and extending

south into the city of Moorpark. It is designated as sR-23. The roadway is on a rolling alignment

for most of its length, permitting operating speeds of 40-45 mph and slower speeds toward the

south end of the roadway in Moorpark. It generally provides adequate pavement width and paved

shoulders. There is scattered residential development along most of the route north of the City of

Moorpark.

within the city limits, south of casey Road, walnut canyon Road becomes Moorpark Avenue'

The State Highway continues along this roadway to an intersection with sR-118 (Los Angeles

Avenue). This intersection is signalized and has a south leg. There are several other signalized

intersections along Moorpark Avenue in Moorpark, as well as a railroad crossing' There are

community commercial ("old downtown") land uses along Moorpark Avenue within the city of

Moorpark, as well as abutments to Moorpark City Hall, a community center, senior center'

library park, and fire station. Gravel extraction vehicles currently use Moorpark Avenue through

the central business district of Moorpark'

rrns 3-2


3.1.9 Casey Road

Casey Road is a two-lane street located just north of downtown Moorpark, extending westward

from the signalized intersection at Walnut Canyon Road. Land uses along Casey Road are

institutional (City Hall, Library Sherriff's Office and other municipal uses) and residential.

There are plans for substantial new development to occur in the near future in the vicinity of the

west end of Casey Road.

3.1.10 PoindexterAvenue

Poindexter Avenue is a two-lane collector roadway on an easVwest alignment located

approximately five miles south of the Project site in the City of Moorpark. Poindexter Avenue

contains bike lanes on both sides of the roadway. It extends east from Gabbert Road and ends at

Moorpark Avenue (SR-23). The speed limit is not posted, so a prima facie speed limit of 25 mph

would apply. Land uses along Poindexter Avenue are mostly coûrmercial uses to the north and

residential uses to the south and there is a middle school about a quarter mile west of the

intersection with MoorparkAvenue (SR-23), which is signalized'

3.1.11 Bardsdale Avenue

Bardsdale Avenue is a two-lane roadway on an east/west alignment located approximately two

miles north of the project site and 1.5 miles south of SR-126. Bardsdale Avenue is divided by a

yellow broken centerline. The roadway begins approximately two miles west of Grimes Canyon

Road and extends east where it turns into Bellevue Avenue at Grimes Canyon Road. The speed

limit is not posted, therefore a prima facie speed limit of 55 would apply to this rural roadway.

However, prevailing speeds are low and parking is not permitted along the roadway. The

roadway is controlled by a stop sign at Grimes Canyon Road. Land uses along Bardsdale Avenue

are predominantly agricultural.

3.1.12 Spring Road

Spring Road is a two-lane arterialroadway on a north/south alignment located approximately six

miles south of the Project site in the City of Moorpark. The roadway has double yellow line

divider along most of its length. Spring Road extends north from Tierra Rejada Road and ends at

High Street. parking is not permitted along the roadway. The roadway is controlled with atrafftc

signal at the intersection of Los Angeles Avenue (SR- 1 1 8)'

3.2 Sruov lrutRsrcnoNs AND Ronownv Securrurs

In consultation with the County of Ventura, the 10 key study area intersections shown in Table

3.1 have been identified for analysis in this traffrc study. The existing intersection lane

configurations are shown in Figure 3-1.

rms 3-3


Table 3.1 StudY lntersections

The roadway segments shown in Table 3.2 were also evaluated in the traffrc study'

Table 3.2 StudY RoadwaY Segments

JurisdictionlntersectionNo.

City of MoorparkAngeles Avenue (SR-1 18)Moorpark Avenue1

City of MooçarkMoorpark Avenue (SR-23)/High Street2

Ventura County3 Grimes Canyon Road (SR-23)/BroadwaY Road

Ventura CountYRoad South/BroadwaY RoadGrimes4Ventura CountyAvenue (SR-118)Grimes Canyon Road South/Los5

City of FillmoreA Street (SR-23)/Ventura Street (SR-126)b

Ventura CountYWay (Wayne J Entrance)Grimes Canyon Road7City of MoorparkI Walnut Canyon Road (SR-23)/CaseY Road

City of MoorparkMoorpark Avenue Avenueo

City of MoorparkLos Angeles Avenue (SR-1 18)/SPring Road10

JurisdictionNo.

Ventura CountyRoad

Road SouthGrimes CanyonbetweenRoadBroadway1

Ventura CountyRoad South between BroadwaY Road

11LosGrimes Canyon

2

Ventura CountybetweenGrimes Canyon Road

and3

Ventura CountYand Broadway Road

between Wayne's WaYGrimes Canyon Road (sR-23)4

rtRs 3-4

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Rancho San Cristobal

Grimes Rock CEMEX(Mine

\Wayne J Sand

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LEGEND

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I Project Location

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EXISTING INTERSECTION GEOMETRICS

WAYNE J. SAND AND GRAVEL MINE PROJECTADATE:2015CREATED BY: SV

FIG NO3-1PROJECT NO:60419284PM: NCI'RSI


3.3 Exlsrtruc Tnnrrlc Vo¡-utue

The traffic data collected for the traffic analysis included 7 to 9 AM and 4 to 6 PM peak hour

turning movement counts and 24-hour ADT counts conducted in November,2013. Additionally,

traffic validation counts conducted in January 2013 were also provided by the County for use in

this traffic study. Additional trafüc data were compiled from various sources including:

published Caltrans data and existing trafüc counts from Grimes Rock, Inc. Expanded Mìning

Facitity Final Environmentøl Impact Report (FEIR) (June 2013)'

Figure 3-2 shows existing AM/PM peak hour traffic volumes for the study intersections. The24-

hour trafüc data for road segments and AN4/PM peak hour intersection turning movement counts

are provided in Appendix A.

3.4 Exlsnruc Lrvgl oF SERVIcE AruRlvsls

LOS analyses under existing conditions were conducted using the methodologies described in

Chapter 2.0. The roadway segment and intersection LOS analysis results are discussed below.


Table 3.3 summarizes the result of the existing roadway segment analysis. As shown in the table,

all study roadway segments are currently operating at LOS C or better.

Table 3.3 Roadway Segment Existing Level of Service (Based on 2013 Traffic Gounts)

t Number of Lanes in each direction, ADT = Average Daily Volumes, LOS = Levelof U = Undivided

3.4.2 lntersection AnalYsis

Table 3.4 displays intersection LOS and delay results for the key study area intersections under

existing conditions.

LOSLOS D ADTThreshold ADTClassification

No. ofLaneslSeqmentNo. Roadwav

2,786 B2U 11,000Class llGrimes Canyon Road

South - SR-231Road

2,756 B2U 11,000Class llBroadway Road -sR-1182

Grimes Canyon

6,300 c2U 11,000Class llBardsdale Avenue -Wavne's Way3

Grimes Canyon

6,300 c2U 11,000Class llWayne's Way -

Broadway Road4Grimes Canyon

Road (SR-23)

tns 3-6

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CITY OF MOORPARK

Casey Rd

Poindexter Ave

Moorpark Ave

CITY OF FILMORE

Et

oE

IVENTURA COUNTY


Grimes Rock -CEMEX(lvline

\Wayne J Sand

a/ andGravel

Broadway Rd

Þt

LEGEND

I Project Location

ð @ Study Arealntersection

45/68 AM/PM Volumes

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A EXISTING INTERSECTION AM/PM PEAKHOUR TRAFFIC VOLUMES

WAYNE J. SAND AND GRAVEL MINE PROJECT

DATE:2015CREATED BY: SVFIG NO

3-2PM: NC PROJECT NO: 60419284T'RS


Table 3.4 Peak Hour Intersection Level of Service Existing Gonditions

Note: Volume/CapacitY Ratio, LOS = of Service,

I City of Fillmore has adoPted LOS D as the minimum acceptable LOS for intersections along SR-12b.

2 LOS E during AM Peak Hour due to high northbound left tum volume.

As shown in Table 3.4, all study area intersections are currently operating at an acceptable LOS

under existing conditions with the exception to the following:

¡ walnut canyon Road (sR-23)/Casey Road-AM peak hour Los E

3.5 CEQA Exlsnruc Srrnruc

The following discussion describes the California Environmental Quality Act (CEQA) Existing

Setting of the proposed Project and three other active mining operations within the Project study

afea.

3.5.1 Measured Existing Traffic Volumes

Table 3.5 summarizes the measured existing traffrc volumes collected at the four mining

companies in January, October, and November of 2013 and January of 2014, and the average

ADT of 2013 and20l4 data.

PM Peak HourAM Peak Hour

LOSDelay(s/veh)LOS v/cv/c

Delay(s/veh)Control

B0.639A0.532Signalized1. Moorpark Avenue (SR-23)/Los Angeles Avenue

11A0.595A0.544Signalized2. Moorpark Avenue (SR-23)/High StreetB6.89.8 BUnsignalized3, Grimes Canyon Road (SR-23)/BroadwaY Road

9.1 AA9.0UnsignalizedRoad South/BroadwaY Road4. Grimes

cc 0.7190.706SignalizedAngeles5. Grimes Canyon Road

AvenueD1B 0.8110.631SignalizedStreet (SR-126)16. A Street

B13.3A7.6Unsignalizedway7 Canyon

B0.647E0.903SignalizedL Walnut Canyon Road Roadz

B0.654A0.564Signalized9. Moorpark Avenue Avenue

c0.715B0.679Signalized10. Los Angeles Avenue (SR-1 18)/SPring Road

ttRs 3-8


Table 3.5 Peak Hour lntersection Measured Existing Traffic volumes

Source: Ventura County RMA Planning Staff,2015.

Note: Trips do not include Passenger Car Equivalents (PcE).

3.5.2 CEQA Existing Setting for Traffic Circulation

Table 3.6 summarizes the average measured existing ADT and the existing permitted ADT for

the proposed Project, Grimes Rock, CEMEX and Rancho San Cristobal mines. As shown in

Table 3.6, all projects, on average, are operating at less than their existing permitted ADT.

CEMEX with a 767 ADT adjustment ranks first among the three mining companies in the

measured ADT volume differential between their existing permitted operations and the number

of ADT trips from their current operations.

Table 3.6 CEG¡4 Existing Setting Permitted ADT for Traffic Circulation

Source: Ventura County RMA Planning Division Staff, 2015.

ssenger Car Eq

t for the cunent ch Project.DT is still not ful still under permitted 300 ADT per day, The issued

zoning clearance allows operations at 460 ADT level as s as Caltrans approves the southem facility entrance on

sR-23.3 Rancho San Cristobal submitted an application to modify the existing CUP in June 2014 to add an additional 72 ADTs, for a total of

372 ADTs.

Table 3.7 summarizes the Existing, Design Hour, and AM and PM peak hour ADT truck

volumes used in the CEQA Existing Setting analysis.

Averaqe ADTNovember 2013

ADTJanuary 2013

ADTProiects

6580 50Wayne J Sand and Gravel mining operation(oroposed Proiect)

277300 254Grimes Rock facility

213228 198CEMEX mining facilitY

october 2013

ADTJanuary 2014

ADT

300 292284Rancho San Cristobal mining facility

ExistingPermitted ADTAdiustmentr

AverageMeasured

Existinq ADTProiects

72765Wayne J Sand and Gravel mining operation

23 300277Rockz980767213CEMEX min300I292Rancho San Cristobal mining

I'RS 3-9


Table 3.7 CEQA Existing Setting ADT for Traffic Circulation

Ventura County Planning Division 15

Note: Trips do not include Passenger Car Equivalents (PcE).

ADT = Average Daily Tripsì órsign Hori = arrumeä to be ADT divided by 6 typical hours each day (e.g. wayne J sand and Gravel 72 Permitted ADT

divided by 6 equals 12 Design hour)'z Derived írom the design houi, the Afu peak hour inbound volume is assumed to be slightly higher than outbound volume with a

60/40 percent split of inbound and outbound traffic'

3.5.3 CEQA Existing Setting Trip Generation Assumptions

Table 3.8 summarizes the Passenger Car Equivalent (PCE) adjusted (truck trips multiplied by 3)

mining trip generation data summarized in the preceding Table 3.7.

Figure 3-3 shows the CEQA Existing Setting AI\{/PM peak hour trafüc volumes for the study

intersections. The 24-:hour traffrc data for road segments and AM/PM peak hour intersection

tuming movement counts are provided in Appendix A.

Table 3.8 CEQA Existing Setting Trip Generation (PGE) for Traffic Circulation

Truck trips x 3.0 PCE = Trucks in Passenger Equivalents (PCE)

3.5.4 CEQA Existing Setting Trip Distribution Assumptions

Table 3.9 presents the trip distribution assumptions for the three mining projects. Wayne J and

CEMEX have similar distribution assignment percentages but a disparate Existing Setting ADIwith only 72 ADT for Wayne J and 980 ADT for CEMEX, respectively.

PM Peak Hour ADTAM Peak Hour ADT

ln Out Totalln 0ut TotalExisting

ADT

DesignHourADTlProiects

412 2 212 7 572Wayne J Sand and Gravel mining operation

I 1630 20 50 I300 50Grimes Rock2 mining facilitY

54163 27 2798 65980 163CEMEX mining facility

1650 I 850 30 20300Rancho San Cristobal mining facility

45 90165 110 275 451,ô52 275TOTAI ADTS


Out TotalTotal lnln 0utProiects

6 1215 36 621Wayne J Sand and Gravel mining operation

PCEst

24 48150 2490 60Rock mining facility - Trucks in

PCEst81 162195 489 81294- Trucks in PCEstfaciCEMEX

24 48150 2490 60mining facility -Rancho San Cristobal

Trucks in PCEst270135 135330 825495Total PCEsl

T'RS 3-10

PercentSouthbound

SouthboundADT

NorthboundADT

ExistingSEttiNO ADT

PercentNorthboundProiects

700/o 502272 30%Wayne J Sand and Gravel

(proposed Project) mining

30% 9070o/o 210300Grimes Rock mining facilitY

70To 68630% 294980CEMEX mining facility

20Yo 6080% 240300Rancho San Cristobalt mining

facilitv


Table 3.9 CEQA Existing Setting Trip Distributions for Traffic Circulation

Note: Trips do not Passenger Car (PcE).

ADT = Average Daily Trips.t Sespe Consulting lnc. 2014

3.5,5 Roadway Segment AnalYsis

Table 3.10 summanzes the result of the CEQA Existing Setting roadway segment analysis. As

shown in the table, all study roadway segments are curently operating at LOS B with the

exception of Grimes Canyon Road (SR-23) between Bardsdale Avenue and Broadway Road

which are projected to operate at LOS D.

Table3.l0RoadwaySegmentGEQAExistingLeve|ofService

Note:r Number of Lanes in each direction, U=ADT = Average Daily Traffic Volumes, U = Undivided.

LOS

LOS D ADT

Threshold ADTClassificationNo, ofLaneslSeqmentRoadway

2,794 B11,000Class ll 2UGrimes Canyon Road

South - SR-23Road

2,764 B2U 11,000Class llBroadway Road - SR-1 18Grimes Canyon Road

South

8,598 D2U 11,000Class llBardsdale Avenue -Wavne's Wav

Grimes Canyon Road(sR-23)

8,958 D2U 11,000Class llWayne's Way - BroadwaY

RoadGrimes Canyon Road

lsR-23)

uns 3-11

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VENTURA COUNTYTRanchof

San Cristobal

Grimes Rock

( CEMEXMine

Wayne J Sand

a/ andGravel

Broadway Rd

LEGEND

d

I Project Location

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CREATED BY: SV DATE: 2015FIG NO

3-3PROJECT NO: 60419284T'Rf; PM: NC


3.5.6 lntersectionAnalYsis

Table 3.11 displays intersection LOS and delay results for the key study area intersections under

CEQA Existing Setting. The detailed intersection LOS calculation worksheets for CEQA

Existing Setting are provided in Appendix B. As shown in Table 3.11, all study area

intersections are projected to operate at an acceptable LOS C or better during both morning and

evening peak hours (7:00-9:00 AM and 4:00 to 6:00 PM) under CEQA Existing Setting with the

exception to the following:

Moorpark Avenue (sR-23)/Los Angeles Avenue (SR-l18) - AM peak hour LOS F;

Walnut Canyon Road (SR-23)/Casey Road-AM Peak Hour LOS F; and

Los Angeles Avenue (SR- 1 1 8)/Spring Road - AM and PM peak hour Los D.

Table 3.11 Peak Hour lntersection Level of Service CEQA Existing Setting

r CityV/C

of Fillmore has adopted LOS D as the minimum

= Volume/Capacity Ratio.

acceptable LOS for intersections along -126.

LOS = Level of Service.

s/veh = Seconds/Vehicle.

a

a

a


LOS v/cDelay(s/veh) LOSv/c

Delay(s/veh)Controllntersection

cF 0.728Signalized 3.835Avenue (SR-23)/Los

11

Avenue

AB 0.595Signalized 0.6982. Moorpark Avenue (SR-23)/High Street

9.0 B18.4 cUnsignalized3. Grimes RoadRoad

9.1 A9.0 AUnsignalized4. Grimes Canyon Road South/Broadway Road

c0,707 c 0.719SignalizedAngeles

Avenue 11

5. Grimes Canyon Road

0.866 D10.783 cSignalized6. A Street (SR-23)/Ventura Street (SR-126)

15.1 c20.2 cUnsignalizedJ

7. Grimes Canyon Road (SR-23)Mayne's Way

0.689 B1,012 FSignalized8. Walnut Canyon Road (SR-23)/Casey Road

BB 0.6970.677Signalized9. Moorpark Avenue (SR-23)/Poindexter Avenue

DD 0.8360.843Signalized1 0. Los Angeles Avenue (SR-1 18)/Spring Road

T'RS 3-13


3.6 CEQA Exlsrl¡¡c Sernruc Plus Pno-lrcr

The CEeA Existing Setting Plus Project analysis evaluates potential traffrc impacts associated

with operation of the proposed Project in context to the CEQA Existing Setting described in

Section 3.5. The proposed Project description, trip generation and distribution are described in

the subsequent Section 5. The detailed intersection LOS calculation worksheets for CEQA

Existing plus project Conditions are provided in Appendix C. Figure 3-4 illustrates the CEQA

Existing Setting Plus Project traffrc volume.

3.6.1 cEQA Existing setting Plus Project for Traffic circulation

Table 3.12 summanzesthe combinedtotal of the existing settingADT as described in Section

3.5 and the proposed Project increase in trþs as described in subsequent Section 5. As shown in

Table 3.12, theproposed increase in trþs by the Project is approximately four percent compared

to total mining existing setting plus project trips. Trip generation and distribution utilized in the

CEeA existing setting plus project traffic analysis are as described in Sections 3'5 and 5'0'

Table3.l2GEQAExistingsettingPlusProjectTruckTrips

Notes: Trips do not incl ude Passenger Car Equivalents

3.6.2 RoadwaY Segment AnalYsis

Table 3.13 displays the results of roadway segment analysis under CEQA Existing Setting Plus

Project conditions. As shown in Table 3.13, all study roadway segments are projected to operate

at LOS B with the exception of Grimes Canyon Road (SR-23) between Bardsdale Avenue and

Broadway Road which are projected to operate at LOS D'

Trips

72facilityWayne J Sand and Gravel (proposed Project)

1,652Existing SettiTotal Min ADT

1,724Plus Project ADTTotal

rns 3-14

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I

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lVoorpark Ave

CITY OF FILMORE i--'-: i-----i

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(VENTURA COUNTY


Grimes Rock -CEMEX(Mine tlWayne J Sand

a/ andGravel

Broadway Rd

oÉ.

LEGEND

d

I Project Location

Ér¡ Studv Arear¡t lnteréection

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A--CEQA

EXISTING SETTING PLUS PROJEGTINTERSECTION AM/PM PEAK HOUR

TRAFFIC VOLUMESWAYNE J. SAND AND GRAVEL MINE PROJECT


3-4FIG NO.

PROJECT NO: 60419284PM: NCI'RS


Table 3.13 Roadway Segment CEQA Existing Setting Plus Proiect Level of Service

mber of Lanes in each direction.

ADT = Average Daily Traffic Volumes.

U = Undivided.


Tabte 3.14 displays the intersection LOS and delay results under CEQA Existing Setting Plus

project conditions in context to the CEQA Existing Setting. All study area intersections are

projected to operate at an acceptable Los during both morning and evening peak hours under

CEeA Existing Setting Plus Project conditions with the exception to the following:

. Moorpark Avenue (SR-23)/Los Angeles Avenue (SR- 1 I 8) - AM peak hour LOS F;

o Grimes canyon Road (sR-23)/Broadway Road - AM peak hour LoS D;

¡ walnut canyon Road (SR-23)lcasey Road-AM Peak Hour LOS F; and

o Los Angeles Avenue (sR- 1 1 8)/Spring Road - AM and PM peak hour Los D.

LOSADTNo. ofLanesl

LOS D

ADTThresholdClassificationSeqment

B11,000 2,8112UClass llGrimes Canyon Road

South - SR-23Road

B11,000 2,7812UClass llBroadway Road - SR-1 18Grimes Canyon Road

D11,000 8,7482UClass llBardsdale Avenue -Wavne's Way

Grimes Canyon Road

D11,000 9,3122UClass llWayne's Way - BroadwaY

Road

RoadGrimes

I'RS 3-16

nFôÂFrldin.plusPrôþdTnfficCondl¡onscEoA Er¡slim Trålfc Condit¡ons

AM Peak Hour Pll Peåk HourPM PdkHourAl¡ Peak Hour&lay hlay

LOSDelay

tos vt?,&lây

tos v/cNo07s c 36 PfiTsc 3 835 FF 0728Signatzsd 3 815

No Noc 05950720B 0 595Siqndizôd 0 6982

No NoD 95 B90 B 216184 cUnsi{nd¡zod3 Griß Ræd¡R€dNo No9191 90s0t,ns¡qnålzedRed Sdh/4 GriE Ræd

Noc No0711 c 0720c 0719 cSigm[zsd 0 707

No 4 PHfs No0 871 DrD¡ 07s cc 0 866Siqnd¡zed 07836 AShINoc No248 c 163151 c202 cUns¡gnalizêdNoB 24 PHfs0 6960683 B 1 028

1 012 FSisâlizôdNoc Noc 07s0 697 B 0 7010 677 ISigndiz€d

D 36 PHfs 12 PHTSD 0&00 836 D 0 0550 813 DSignalzed10 Lc Angd€ Avsu€ (SR.ll8)ßpnng RGd?

waFe J snd dd CnvelMinc Projst

Tablo 3 l4 Pæk Hour lnt€Éectlon L€v€l ot sorulce under cEclA Exl3tlng &frlng Plu' Prol€ct condltlons

tdp6 md Ìdil in t6 D dtffiis cdd lo hdê ad{nitu.ntimFt fidilddly,fl*hod prcþl htubn Èft cnfions fd MtOs c tun aproixtmü hã€ lohæ úo

OlyolFdm@ #ndPu&Pmiælígnituñt¡mPdSr6hdd gütu kfdêh'Cdn! olVô¡tußgtrdiffi mdmd

rPfls

0m015B

010c

10 PHTSD

5 PHTgE


According to the significance criteria, the following locations may result in significant

cumulative impacts under CEQA Existing Setting Plus Project conditions:

. MoorparkAvenue (sR-23y Los Angeles Avenue (sR-118)-AM impact;

o Walnut Canyon Road (SR-23)/Casey Road -AM impact; and

r Los Angeles Avenue (sR- I 1 8)/Spring Road - AM and PM impacts.

3.7 CEQA Exlsrlruc Serrlruc Plus CuruuLATlvE

The CEeA Existing Setting Plus Cumulative analysis evaluates potential traffrc impacts

associated with the cumulative projects in context to CEQA Existing Setting described in Section

3.5. The cumulative projects of adjacent mines project trip generation and distribution are

described in Section 5. Figure 3-5 illustrates the CEQA Existing Setting Plus Cumulative trafÏic

volume.

3.7.1 CEQA Existing setting Plus cumulative for Traffic circulation

Table 3.15 summaizes the combined total of the existing settingADT as described in Section

3.5 and the cumulative mining project increase in trþs as described in subsequent Section 5. As

shown in Table 3.15, Grimes Rock ranks first among the three mining companies in the ADT

volume differential between their existing permitted operations and the number of ADT trþs

from their current operations. Trip generation and distribution utilized in the CEQA existing

setting plus cumulative trafüc analysis are as described in Section 3.5 and 5'0'

Table 3.15 CEQA Existing setting Plus cumulative Truck Trips

lTrips do not include Passenger Car Equivalents (PCEs).

z CÉtr¡gX perm¡t expires in Jùne 2016. This company has not proposed an increase in permitted truck traffic'

3 Rancho'San Cristobal submitted an application to modify the existing CUP in June 2014 to add an additional 72

ADTs, for a total of 372 ADTs

TriDslProiects

160Grimes Rock mining facility (proposed increase trips)

0CEMEXzmining facility (proposed increase trips)

72Rancho San Cristobals mining facility (proposed

increase trios)

1,652Total Mining Existing Setting ADT

1,884Total M¡ning Existing Setting Plus Projects ADT

T'RS 3-18




Cumulative conditions. As shown in Table 3.16, all study roadway segments are projected to

operate at LOS D or better.

Table 3.16 Roadway Segment CECIA Existing Setting Plus Gumulative Level of Service

of lanes in each direction

ADT = Average Daily Traffìc Volumes.

U = Undivided.

3.7.3 IntersectionAnalYsis

Table 3.17 displays the intersection LOS and delay results under CEQA Existing Setting Plus

Cumulative conditions in context to CEQA Existing Setting. The detailed intersection LoS

calculation worksheets for CEQA Existing Plus Project Conditions are provided in Appendix C.

As shown in Table 3.17, al] study area intersections are projected to operate at an acceptable

LOS during both AM and pM peak hours under CEQA Existing Setting Plus Cumulative

conditions with the exception to the following:

o Moorpark Avenue (SR-23)/Los Angeles Avenue (SR-118) - AM and PM peak hour LOS

F;

o MoorparkAvenue (sR-23)/High Street -AM and PM peak hour Los D;

. Grimes Canyon Road South (SR-23)/Los Angeles Avenue (SR-l18) - AM and PM peak

hour LOS D;

¡ Walnut Canyon Road (SR-23)/Casey Road - AM peak hour LOS F and PM peak hour

LOS E;

. MoorparkAvenue (SR-23)/PoindexterAvenue -AM and PM peak hour LOS E; and

¡ Los Angeles Avenue (SR-ll8)/Spring Road - AM and PM peak hour Los F.

ADT LOS

LOS DADT

ThresholdClassificationNo. ofLaneslSeqment

B2,7942U 11,000Class llGrimes Canyon Road

South - SR-23Road

B11,000 2,7642UClass llBroadway Road - SR-1 1 8Grimes Canyon Road

D11,000 8,9342UClass llBardsdale Avenue -Wavne's Wav

RoadGrimes

D11,000 9,1 022UClass llWayne's Way - BroadwaY

Road

RoadGrimestsR-23)

I'RS 3-19

oõu

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CITY OF MOORPARK

Casey Rd

Poindexter Ave

Moorpark Ave

CITY OF FILMORE

t___-

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oÊ.,Ëo

TRanchofVENTURA COUNTY

San Cristobal

Grimes Rock /cEMEXfMine trWayne J Sand

a/ andGravel

Broadway Rd

!É.

LEGEND

à

I Pro.¡ect Location

@ i.\:îI#,e,"x

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INTERSECTION AM/PM PEAK HOURTRAFFIC VOLUMES

WAYNE ¡. SNÑD AND GRAVEL MINE PROJECTADATE:2015CREATED BY: SV

FIG NO3-5PROJECT NO:60419284PM: NCI'RS

LOS =

cily ol F{mæ E dab Los D æ ho

waFe J Strd ild Cravel Mine Prcjæt

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3-21

Wa1.ne J Sand and Gravel Mine Project

According to the significant impact criteria, the following intersections may result in significant

cumulative impacts under CEQA Existing setting plus cumulative conditions:

. Moorpark Avenue (sR-23)/Los Angeles Avenue (sR- I 1 8) - AM and PM impacts;

oMoorparkAvenue(SR.23)/HighStreet_AMandPMimpacts;

o Grimes Canyon Road South/Los Angeles Avenue (SR-l18) - AM and PM impacts;

o walnut canyon Road (sR-23)/casey Road -AM and PM impacts;

. Moorpark Avenue (sR-23)Æoindexter Avenue - AM and PM impacts; and

o Los Angeles Avenue (sR- 1 1 8)/Spring Road - AM and PM impacts.

3.g CEQA Exlsnruc Sernruc Plus cUruuLATlvE Plus Pnorecr

The CEeA Existing Setting Plus Cumulative Plus Project analysis will evaluate potential trafüc

impacts associated with the Project in context to GEQA Existing setting Plus Cumulative

described in section 3.7. The proposed Project description, trip generation and distribution are

described in subsequent Section 5. Figure 3-6 illustrates the CEQA Existing Setting Plus

Cumulative Plus Project trafüc volume'



Cumulative plus project conditions. As shown in Tabte 3.18, all study roadway segments are

projected to operate at LOS D or better'

Table 3.1g Roadway Segment CEQA Existing Setting Plus Gumulative Plus Project Gonditions

t Number of Lanes in each direction


U = Undivided.

LOSADTNo. ofLanesl

LOS D

ADTThresholdClassificationSeqment

B11,000 2,8112UClass llGrimes Canyon Road

- sR-23

2,781 B11,0002UClass llBroadway Road - SR-1 18Grimes Canyon Road

South

9,084 D11,0002UClass llBardsdale Avenue -Grimes Canyon Road

9,456 D11,0002UClass llWayne's Way - BroadwaY

RoadGrimes Canyon Road

tsR-23)

ttRs 3-22


3.8.2 lntersection AnalYsis

Table 3.19 displays the intersection LOS and delay results under CEQA Existing Setting Plus

Cumulative plus project conditions in context to CEQA Existing Setting Plus Cumulative

conditions. The detailed intersection LOS calculation worksheets for CEQA Existing Plus

Project Conditions are provided in Appendix C'

As shown in Table 3.19, all study area intersections are projected to operate at an acceptable

LOS during both morning and evening peak hours under CEQA Existing Setting Plus

cumulative Plus Project conditions with the exception to the following:

o Moorpark Avenue (SR-23)/Los Angeles Avenue (SR- 1 1 S) - AM and PM peak hour LOS

F;

Moorpark Avenue (sR-23)/High street - AM and PM peak hour Los E and Los D

respectively;

Grimes Canyon RoaÜBroadway Road -AM peak hour LOS D;

Grimes canyon Road south /sR-llS -AM and PM peak hour Los D;

Grimes Canyon Road (SR-23)/Wayne's Way -AM peak hour LOS D;

Walnut Canyon Road (SR-23)/Casey Road- AM and PM peak Hour LOS F and LOS E

respectively;

Moorpark Avenue (sR-23)/Poindexter Avenue - AM and PM peak hour Los E; ,

Los Angeles Avenue (SR-ll8)/Spring Road - AM and PM peak hour Los F.

o

o

a

a

a

a

a

I'RS 3-23

q

Joõ\,

g

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CITY OF MOORPARK

Casey Rd

Moorpark Ave

Poindexter Ave

CITY OF FILMORE

oÉ.

oE'tr(9

VENTURA COUNTY,Rânchoa San Cristobal

Grimes Rock -CEMEXIMine

\Wayne J Sand

a/ andGravel

Broadway Rd

LEGEND

d

I Project Location

@ Study Areatnterseclton

45/68 AM/PM Volumes

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AE-QA EXISTING SETTING PLUS CUMULATIVE

PLUS PROJECT INTERSECTION AM/PMPEAK HOUR TRAFFIC VOLUMES


CREATED BY: SV DATE:2015FIG NO.

3-6PROJECT NO:60419284I'RS; PM: NC

I Pfrs : To dcd mffiñ Tk

WaFcJ bd ild Gravel Mine Projæt

Trbl€3.10PskHourlnt.¡ectlonL€velofSodlceUnd€rCEcùÀExlltlngsllngPlusCumulâtlv€Plu.ProlectCondltlon¡

intubn lo blbdm tOS C is ø&d to k6 Ê *Ftont¡mpl ln ddiüon, ilh inffiM h *bdFoþl [fro.dftons *!dy HsM LOS C, h6n E pn**l dd

Fllm tr dpüido FixtdgniÍcùlimflbGhdd!ùdns, kdm hCountr olVonùEgtriË tâ ß0md

, Citf ol lbtd ß dAH LOg C c hê

aFôÀ Fv¡d¡M þfre a,'dilr!tu.lDfll. CFôÂ Fr¡<rirn ÞÍ¡s Crñùlåt¡vÞ plß prôkt lrrtrr Cnndniônr

PM Pêâk Hour AM PeãkHdr PM Peâk HourconùûllÞlay oeláy

v/cDelåy

tos v/cIÞky

Yes 1O PHTSI hFft Av€nú€(SR-æjtr6 Ang*Aven!3Signalizd 3 035 I 0128 c 3S3 F 6 â95 F s PHTS

E 0 828 D 36 PHIS 1O PHTSsiq#d 0 698 B 0595 0 914

D 97 B 36 PHTS No3 Gdm Cânyon R@d ISR-23ì/BMóhV R€dl ußi@d¡z€d 104 c 90 B

90 91 No No4 Gim Cilyon Ræd Souûßßdwåy Rd Um¡qnalìzd 90 91

sig¡a{zd 0 707 c 0719 c 0806 D 0 031 D 0 PHT3 No O PHl! No5 GdN Cayon R€d SouhtrGAng€bAvdu6tsR-118F

Nô6 A slÉl ISR-23ìffsbß Sbt ISR-126Y Si0atz€d 0 783 c 0 866 D 0 820 D 0 ô00 v 17 PHls Yes 4 PHlt

151 c 257 D 165 c 26 PHTS No/ unm uanyon Kædlün-zJ,ftqnsr way unstgnazæ 202 c

0689 B I 289 F 0 943 E 21 PHTS 10 PHTSð Wahulcanyn RGd(SR-z3Jrcry Ræd¿ srgnslzd 1 012 F

B 0 697 B 0 926 E 0 92ô E 24 PHTS Yes 1(l PHTSurgnalzd 0 677

D 0 836 D 1 032 F 1 018 24 PHTS Yes 12 PHTS$rgnalEd 0&3

0æ

B 015

c 0't0

o 10 PHT8

E 5 PHTS

F I PHT8

uns 3-25


According to the significant impact criteria, the following locations may have significant

cumulative impacts under CEQA Existing Setting Plus Cumulative Plus Project conditions:

Moorpark Avenue (SR-23)/Los Angeles Avenue (SR- 1 I 8) - AM/PM impacts;

Moorpark Avenue (SR-23)/High Street - AM/PM impacts;

Grimes Canyon Road (SR-23)/Broadway Road-AM impact;

A Street (SR-23)A/entura Street (SR-126) -AM impact;

Grimes Canyon Road (SR-23)/Wayne's Way -AM impact;

Walnut Canyon Road (SR-23)/Casey Road-AM/PM impacts;

MoorparkAvenue (SR-23)/PoindexterAvenue -AM and PM impacts; and

Los Angeles Avenue (SR- 1 1 8)/Spring Road - AM and PM impacts.

a

a

a

a

a

o

a

a

uns 3-26


4.0 R¡IRTED PROJECTS

Consistent with the previous traff,rc studies conducted in the Project study area, this section

identifies projects that have the potential to cause cumulative impacts in conjunction with the

proposed Project.

Table 4.1 shows the list of cumulative projects listed in each land use categoþ by each

jurisdiction within the study area which includes County of Ventura, City of Moorpark, and City

of Fillmore proposed Projects. If applicable, the trafftc generated by individual cumulative

projects was manually added to the CEQA Existing Setting Plus Cumulative forecasts to ensure

that traffic generated by the listed cumulative development projects in Table 4.1 are reflected as

part of the background traffic.

Table 4.1

Related Projects List

Size (Souare Feet)/Descri otionMao No. Proiect Name

Residential, Recreational, and lnstitutional Proiects

Countv of Ventura

14 lot subdivisionI 1ï 5277 (Caorock)

4 lots2 PM 5278 (P and R Almond Orchards)

Facility limited to 250 customers per day (i.e. a maximum

of 130 vehicles).3 CUP LU11-0030 (Warped Paintball)

Citv of Moorpark

50 SFD on 43 acres. under construction4 TTM 5463 (Toll Brothers)

5

RpD 2010-01, GPA 2010-01, ZC 2010-01, VTTM

5882 lPacific Communities) 284 SFD on 37.09 acres, in review process

755 SFD/MFD on 281 acres, in review processo

2C2012-01;DA2012-02; RPD 2012-01, TTM 5708(Hitch Ranch)

1 33 SFD on 22 acres, under construction7 RPD 2009-2, TTM 5860 (Pardee Homes)

1 32 SFD on 1 20 acres. under construction8 RPD 2004-02: RPD 2004-03: TR 5045 (Toll Brothers)

1 1 0 SFD on 72 acres. aoorovedI RPD 2014-01: TR 5130 lOitv Ventures)

RPD 2005-02 (John C. Chiu) 60 MFD (aoartments) on 2 acres, in review process10

248 SFD on 350 acres (65 units built and occupied. 183

remain to be constructed.)11 RPD 1999-02; TR 5187 (K. Hovnanian Homes)

1 7 SFD on 3 acres, under construction12 RPD 2003-01: TTM 5405 (K, Hovnanian Homes)

99 MFD lcondominiums) on'15 acres, underconstruction13

RPD 2010-02; TR 5425; GPA 2003-02; ZC 2003-02(Shea Homes)

RPD 2013-01: GPA 2013-02lEmest Mansi)

390 MFD (senior apartments)on 50 acres, in reviewprocess14

200 MFD (aoartments) on 11 acres, in review orocess15

GPA 2004-05; ZC 2004-04; RPD 2012-02 (Essex

Mooroark)

21 SFD on 42 acres. aooroved, not under construction16

GPA 2004-03; RPD 2004-04; TTM 5347; (Birdsall

Grouo))

üns 4-l


Map No. Proiect Name Size (Square Feet)/Description

17

RPD 2014-02; GPA 2014-01; ZC 2014-01, (Grand

Moorpark) 66 MFD lcondominiums) on 4 acres. in review Drocess

18 Area Housinq Authoritv of Countv of Ventura24 MFR (affordable units) on 1,2 acres, approved notunder construction

Citv of Fillmore

19 TTR 4435 72 unit proiect (45 SFD remain to be conskucted)

20 DP 01-16; TTR 5353 (Mod, #2) 1 1O SFD

21 DP 03-01: TTR 5422; GPA 03-01: ZC 03-01 146 units

22 DP 03-04: TTR 5429 6 units subdivision

23 DP 03-09: TTR 5474: DP 14-05: DP 14-0x 126 units (6 units remaininq)

24 TTR 5496 166 SFD

25 TTR 5509; DP 05-03 10 units

26 DP 04-16: TTR 5520 (Mod. #1) 460 units

27 TTR 5922 22 MFD units

28 TTR 5923 18 MFD units

29 DP 05-09; TPM 05-04; SPA 05-01 18 MFD units; 3 medical offices

30 DP 11-05 3 units

31 DP 14-04 2 units

Commercial (Retail and Office) Proiect

Citv of Moorpark

32 CPD 2012-02 (Kim Clement Center)21,644sq. ft. church on2.78 acres, approved, not underconstruction

City of Fillmore

33 DP14-048 8,340 SF retail buildino

34 DP 07-03 (Mod. #4) 29,300 SF retail buildins

35 DP 07-08; CUP 07-10 6,640 auto seruice and retail buildinq

36 DP 02-08 lMod. #2) 21 unit office buildinq with 3,850 commercial space

lndustrial Projects

Ventura Countv

37 cuP 4874-2 (PL 12-0159) Grimes Rock, lnc. permit modification to continue andexpand operations (inauqurated)

37A cuP 4913 Rancho San Cristobal, permit modification to continueand expand operations

Citv of Mooroark

38 IPD 2000-01 Mod. 1 (Patriot Commerce Center)

350,000 sq. ft. office/industrialbuildings, only 124,070 sq.

ft. of office park building area and 142,998 sq. ft. of homeimprovement store building area remaining to be

developed on the total site of 20 acres, Bldgs. D-J

Complete, Revised Bldqs. B-C ln Review Process

39 TR 5609 (A-B Prooerties) 17lots on 36 acres

I'RS 4-2


Sources: County of Ventura 2014 and City of Moorpark Â

Figures 4-1,4-2, and 4-3 show the locations of the cumulative projects by jurisdiction.

Size (Square Feet)/DescriptionMao No. Proiect Name

Concrete batch plant - continuation of existing 10 acre

operation for a revised total operation of 13.46 acres, in

review process

40 CUP 2003-05 (National Ready Mixed)

Motion Picture Studio: 559,450 sq. ft., approved, not

constructed41 IPD 2009-01 (Triliad Development)

City Hall Complex, 32,000 sq. ft. in site planning

undenruav42 Citv Hall/Civic Center Comolex

Citv of Fillmore

13 industrial buildinos: 339.00 SF43 TTR 5803

31 industrial buildinqs; 124,565 SF44 DP 07-01: TPM 07-01; TTR 5785

12 buildinos: 450.000 SF45 DP 07-02; CUP 0702; TPM 07-02; TTR 5784

VCFPD Fire station: 14.560 SF46 NA

Remodel of existinq 234,352 SF buildinq47 cuP 14-03

uns 4-3

o

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oN4

A RELATED PROJECTS MAPVENTURA COUNTY


CREATED BY: SV DATE:2015FIG NO

4-',lT'RS PM: BAC PROJECT NO: 60419284

-oî,oo

Ø

oão=Ø

Pâsader r Ave

6fcõØ

oL3o

CITY OF FILMORE

al.Ø Ø

Guiberson Rd I

uo

VENTURA COUNTY @

Ø

oO6

,4LEGEND

@ Related Project

ôI

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CITY OF FILMORE

.\.\.1.1

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A RELATED PROJECTS MAPCITY OF FILLMORE


CREATED BY: SV DATE: 2015

PM: BAC PROJECT NO: 28907487

FIG NO.4-2I'RS

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A RELATED PROJECTS MAPCITY OF MOORPARK


CREATED BY: SV DATE:2015

PROJECT NO: 28907487

FIG NO,4-3T'RS PM: BAC

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LEGEND

@ Related Project


5.0 PnOPOSED PROJECT DESCRIPTION

This section describes the proposed Project operations, and its trip distribution assumptions and

project operational trip generation estimates associated with its mining operations expansion

proposal.

5.1 PnolrcrDrscRlpnolrl

The proposed Project includes changing the existing CUP 457I to expand operations, increase

production output and desires to extend their permit through Year 2043. The current permitted

ADT (one-way trips) is 72 ADT, with a trip distribution split of 70 percent directed to

southbound (SB) SR-23 and 30 percent directed to northbound (NB) SR-23. Under the new

proposal, 240 ADT is being requested assuming the same north and southbound split. This

analysis evaluated the change between the current 72 ADT operations and the proposed 240 ADT

operations resulting in a net change of 168 ADT as evaluated in this traffrc study.

The County's Transportation Department had reviewed the proposal to revise CW 457I and

supporting materials and has provided specific comments summarized in an interdepartment

memorandum (subject: Application Completeness, September 30, 2013 to the RMA - Planning

Division). The memorandum provides key project background information and a synopsis of the

historical background of the Wayne J Sand and Gravel and other mining projects located around

the summit of Grimes Canyon Road (SR-23).

5.2 PnorEcr Trup GerurnATtoN AND DlsrrusurloN

Due to the close proximity and shared isolation of the proposed Project and the Grimes Rock,

CEMEX and Rancho San Cristobal mines, assessing the specific traffrc impacts of these mines

necessitates the use of each project becoming a cumulative project of the others. In this case,

trips associated with the expansion of Grimes Rock and Rancho San Cristobal mines and

operation the CEMEX are part of the cumulative background baseline for Wayne J Sand and

Gravel trafftc impact assessment. For purposes of brevity and straightforward presentation of the

trip generation and distribution assumptions for the proposed Project, the Grimes Rock, CEMEX

and Rancho San Cristobal ("the Cumulative project"), Tables 5.1 to 5.5 consolidate both trþgeneration and distribution assumptions.

T'RS 5-1


Table 5.1 proposed Mining Estimated Projects Average Truck Trips (without mitigation)

Trips do not CarI Grimes CUP of 460 ADT is still not fully operational and still under

operations at 460 ADT level as soon as Caltrans approves the southern2 CEMEX permit expires in June 2016. This company has not proposed

3 Rancho San Cristobal submitted an application to modify the existing

ADTs.

permitted 300 ADT, The already issued zoning clearance allows

facility entrance on SR-23.

an increase in permitted truck traffic.

CUP in June 2014 to add an additional 72 ADTs, for a total of 372

Table 5.2 Proposed Mining Projects Estimated lncreaseAverage Daily Truck Trips (without mitigation)

Notes: Trips do not Passenger Car (PcE).

ADT = Average Daily Trips.róesisn Hòui= assúmeà to be ADT divided by 6 typical hours each day (e.g. wayne J sand and Gravel 168 Permitted ADT divided by 6

equals 28 design houQ.2 Dèrived from thä design hour, the AM peak hour inbound volume is assumed to be slightly higher than outbound volume with a 60/40

percent split of inbound and outbound traffic.3 Derived from the design hour, the pM peak hour (inbound and outbound) volume is assumed to be approximately 1/3 of the design hour

to be consistent with the Grimes Rock Study.a Additional trips will occur during off-peak hours per Rancho San Cristobal Mine CUP 4913 dated June 2014'

Proposed lncreaseTriosProoosed Trips

Existing Perm¡ttedTripsProiects

16824072Wayne J Sand and Gravel mining operation

160460300Grimes Rock mining facilitYt

0980980CEMEX mining facilitYz

372 72300Rancho San Cristobal mining facilityt

2,052 4001,652Mining Projects

PM Peak HourlAM Peak Hourz

ln Out Totalln Out Total

Proposedlncrease in

Permitted ADT

DesignHourl

105 517 11 28168 28Wayne J Sand and Gravel

mining operation

5 5 1016 11 2727160Grimes Rock mining

0 000 0000CEMEX mining facilitY

0 00N/A 0072Rancho San Cristobal

mininq facilitv ¿

10 201055 33 22 55400Mining Projects

I'RS 5-2


Table 5.3 Proposed Mining Projects Estimated lncrease Trip Generation (Cars and Trucks)(without mitigation)

ps do not include Passenger (PCE). ADT =

This is estimated without the effect of identified mitigation measures.I Source: Grimes Rock, lnc. Expanded Mining Facility Recirculated FEIR' June 2013.2 Additional trips will occur during off-peak hours per Rancho San Cristobal Mine CUP 4913 dated June 2014.


0ut Totalln Out Total lnProjects

0

5

4

5

4

10

4

17

4

11

I28

Wayne J Sand and Gravel (proposed Project)

Carsl

Trucks

4

10

I27

0

5

4

5

4

1 6

4

11

Grimes Rock mining facilitY

Carsl

Trucks

0

0

0

0

0

0

0

0

0

0

0

0

CEMEX mining facility

Carsl

Trucks

0

0

0

0

0

0

0

0

0

0

0

0

Rancho San Cristobal mining facilityz

Carsl

Trucks

16

55

0

10

I10

8

20

8

33

8

22

Proposed Mining Projects

Carsl

Trucks

T'RS 5-3

Notes: This without the

2 Truck trips X 3.0 PCE = Trucks in PCEs¡ Additional trips will occur during off-peak hours per Rancho San Cristobal Mine CUP 491 3 dated June 201 4

Table 5.5 Trip Distribution of Proposed lncrease in Mining Projects (without mitigation)

Note: do not include Passenger Gar Equivalents

This is estimated without the effect of identified mitigation measures

ADT = Average Daily Trips.

5.2.1 Proposed Mining Projects Trip Generation

The mining project trþ generation was developed based on information provided by the project

applicants and finalized through discussion with Ventura County RMA Planning Division and


Table 5.4 Mining Projects Increase Trip Generation PGE (without mitigation)

1 Source: Grimes Rock, lnc. Expanded Mining Facility

mitigation measures.

Final Environmental lmpact Report, County of Ventura, June 201 3.


Out TotalOut Total lnlnProiects

0

15

4

15

4

30

4

51

4

33

I84

Wayne J Sand and Gravel (proposed Project)

Carsl

Trucks in PCEsz

4

15

4

30

4

33

I81

0

15

4

48

Grimes Rock mining facilitY

Carsl

Trucks in PCEs2

0

0

0 0

0

0

0

0

0

0

0

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Carst

Trucks in PCEsz

0

0

0

0

0

0

0

0

0

0

0

0

Rancho San Cristobal mining facility I

Carsl

Trucks in PCEsz

8

60

16

165

0

30

I30

8

99

I66

Proposed Mining Projects

Carsl

Trucksz

68181 30 38107 74Total Trips Generated

PercentSouthbound Southbound ADïNorthbound ADT

PercentNorthboundChanqe in ADTPro¡ects

7jYo 1185030%168J Sand and Gravel

Project)

4830%112160 7IYoRock mining facility

700/o 0030%00EMEX mining facility

1420Yo5872 80%Rancho San Cristobal mining

lacilitv

trRs 5-4


PWA Transportation Departments. URS reviewed the trip generation assumptions and, where

applicable, provided the necessary adjustments to the peak hour trip splits (both entering and

existing) consistent with the Grimes Rock, Inc. Expanded Mining Facility Final EIR (County ofVentura 2013).

Table 5.1 shows the average daily truck trþs for the four mining projects. The increase from the

existing permitted trips for the proposed Project were analyzed. The proposed Project is expected

to generate an increase of 168 trips from its existing permitted trþs. Table 5.2 shows the

proposed Project's increase trip generation in truck trips estimated without the effect of identified

mitigation. As shown in the table, during the morning peak hour, there will be a total of 28 trips

of which 17 will enter the sites and 11 will exit the site and during the evening peak hour, there

will be a total of 10 trips of which 5 will enter the sites and 5 will exit the sites. Table 5.3 shows

the Project increase cars and trucks trip generation and Table 5.4 shows the proposed Projects

increase trþ generation in passenger car equivalents (PCE) both estimated without the effect of

identified mitigation. As shown in the table, the proposed Project increases trip generation during

the morning peak hour, as there will be a total of 84 trips of which 51 will enter the sites and 33

will exit the site and during the evening peak hour there will be a total of 30 trips of which 15

will enter the sites and 15 will exit the sites.

5.2.2 Project Trip Distribution

The proposed Project's trip distribution percentages were developed based on information

provided by the Project Applicant and finalized through discussion with Ventura County RMA

Planning Division and PWA Transportation Departments. URS has reviewed the refined trip

distribution assignment and concurs that the trip assignment are reasonable and reflect logical

trip patterns in context to the Project site and the surrounding market area. Table 5.5 and Figures

5-1 and 5-2, shows the trip distribution percentages assumed for the three regional mining

projects. Figure 5-3 illustrates the proposed Project's traffic volume.

I'RS 5-3

CITY OF MOORPARK

Casey Rd

\o

+

Moorpark AvePoindexter Ave

1 6o/o

<- 1 4o/o ,i CITY OF FILMORE ;

LEGENDEÉ.

oe(9

sofn

t Project Location

@ Study Area lntersection

1 6o¡o T riO Distribution

.RanchofVENTURA COUNTY

San Cristobal

/CEMEXfWayne J Sand

a/ andGravel

Rd

5

32o/o+*

33o/o

5WAYNE J SAND AND GRAVEL PROJECT

TRIP DISTRIBUTION

WAYNE J. SAND AND GRAVEL MINE PROJECTADATE:2015CREATED BY: SV

5-1FIG NO

PROJECT NO:60419284PM: NCI'RS

).9õ\,

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+ Grimes Rock

+ CEMEX

+ Rancho San CristobalVENTURA COUNTY

,RanchofSan Cristobal

Grimes Rock-CEMEX

-'Mine tl

Broadway Rd

oÉ. so so

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A___GRIilI=S

ROCK, CEMEX, AND RANCHO SANCRISTOBAL MINING PROJECTS

TRIP DISTRIBUTIONWAYNE J. SAND AND GRAVEL MINE PROJECT

DATE:2015CREATED BY: SVFIG NO.

5-2PM: NC PROJECT NO:60419284T'RS

q

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DATE:2015CREATED BY: SVFIG NO

5-3PROJECT NO:60419284PM: NCT'RS


6.0 ExISTING PLUS PROJECT TRAFFIC CONDITIONS

This section provides an analysis of Existing Plus Project traffrc conditions.

The Existing Plus Project traffic volumes were obtained by distributing the net trþ increase

associated with the proposed Project to the surrounding local and regional roadway circulation

system based on the trip distribution patterns and adding them to the existing traffic volumes.

6.1 Exrsnruc Plus PnotrcT TRAFFIc Coruorlorus

The Existing Plus Project evaluates potential trafüc impacts associated with the Project opening

operation of the proposed Project. Figure 6-1 illustrates the Existing Plus Project traffic volume.

6.1.1 Roadway Segment Analysis

Table 6.1 displays the results of roadway segment analysis under Existing Plus Project

conditions. As shown in Table 6.1, all study roadway segments are projected to operate at LOS C

or better.

Table 6.1 Roadway Segment Existing Plus Project Level of Service

N in each direction.


U = Undivided

No. ofLanesl

LOS D

ADTThreshold ADT LOSSeoment ClassificationRoadwav

B2U 11,000 2,804Grimes Canyon Road

South - SR-23Class ll

BClass ll 2U 11,000 2,774Broadway Road - SR-1 18Grimes Canyon Road

South

6,450 cClass ll 2U 11,000Bardsdale Avenue -Wavne's Wav

Grimes Canyon Road

6,654 cClass ll 2U 11,000Wayne's Way - Broadway

RoadGrimes Canyon Road(sR-23)

I'RS 6-l



Table 6.2 displays the intersection LOS and delay results under Existing Plus Project conditions'

The detailed intersection LOS calculation worksheets for Existing Plus Project conditions are

provided in Appendix C.

As shown in Table 6.2, allstudy area intersections are projected to operate at an acceptable LOS

during both morning and evening peak hours under Existing Plus Project conditions with

exception of the following:

o walnut canyon Road (sR-23)/Casey Road-AM peak Hour LOS E

According to the signifrcant impact criteria, the proposed Project will not create a significant

traffic impact under Existing Plus Project conditions.

uns 6-2

=.9õ(,

,.=c

=oN4

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CITY OF MOORPARK

Casey Rd

Poindexter Ave

Moorpark Ave

CITY OF FILMORE ;

"--: ..--_-_j

ÞÉ.

oE'E(,

VENTURA COUNTY,Ranchof San Cristobal

Grimes Rock -CEMEX(Wayne J Sand

a/ andGravel

Broadway Rd

Eú

LEGEND

d

I Project Location

a Studv AreaIt lnteréection

45/ô8 AM/PM Volumes

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CREATED BY: SV DATE: 20'15FIG NO

6-lPROJECT NO:60419284T'RS PM: NC

LOS

WaFe J Sad md Gravel MineProjæl

Îåblo 6 2 peåk Hoúf lnt€Mctlon Levol of soÍl@ R6.ult¡ Exlltlng Plu! Prolect condltions (wlfhout mltlgatlon)

loldlMilLGci!coffibhd66*¡dfu.nl¡mpeLl¡ddùon'lfuinMoninñodPþiEtfficddibnsdÈd'tdbwLosc'hsPßi*tFdd

olFlmñ ff ndDdido pÞieldgniklÛWtbrshddgúdinæ' Mm h6 Countv olVênÙBg#¡Ë to *umd

sirn¡n.ånl koiecl lmoâctFr¡sr¡m Plus Pro¡ecl Tralf c Cond¡t¡onsPM Peek HouPM Peek HoúAl, Peak HourPeak Hour

+,- v/ctos

+/- V/C orPHTSI Yes/Notos vic

tþlayldvehltos v/c

tÞlaYldvêhltôq v/c Mlev ls/vehl

Nôoo22 No 0 0110 650 B0590 639 Isiselized 0 532No0022 No 0 0000 5950ffiô0 59s0gstd¡2

No No71 B112 c68 IBUnsigndizd 98No No919091904Gfu Ræd Rmd

0 001

3 PHfs

No

No

c

D¡

0 003

0011

No

No

c nf20c 0 709c 07tg0 706Sign¡lized5 GriffiCtryon Rdd Souh/

B 0 ô15D¡ 0 6420 8110 631siqnåljzsd6. A SÞt (SR'23)NdtoE Sü*l (SR-l2ô)¡No No143 B151 c133 B

I

Un.ignaliz€dNo0016 No0 653 I0 919 E0ü7 BE

NoB No0 662B 0 5790 6540 561Siseliz€dNoc NoB 0 719c 0 686B 0 7150 679Sisål¡zedl0 L€ Angd€ Avsue (SR-118)isPring Rdd¡

rnrêrqEdìon LOS lwiüoú Dmie{ll

020

015

010

10 PHTgD

5 PHT9

1 PHT3F

6-4UÞ


7.0 Yrnn (2025) PLUS CUMULATIvE TRAFFIc Cor'lDlTloNS

This section provides an analysis of Year (2025) Plus Cumulative Traffrc conditions both with

and without the proposed Project. Although the proposed Project is anticipated for Year 2043,

there will be no additional significant impacts for Year 2025 to Year 2043 due to no new peak

hour trips generated as well as imposition of the mitigation measures identified in Section 4'1.5

of the Grirnes Rock, Inc. Expanded Mining Facility Final EIR fJune 2013)'

year (2025) plus Cumulative Trafüc Conditions were obtained from the County of Ventura

traffrc-forecasting model. It is assumed that the proposed Project will operate at their existing

permitted level and no improvements will take place within Project study area'

The traffrc analysis conducted includes the following scenarios:

o Year (2025) Plus Cumulative Traffrc conditions (No Project)

o year (2025) plus Cumulative Trafüc Conditions Plus trþs from Wayne J Sand and

Gravel Mine Project (With proposed Project)

7 .1 Yrnn (2025) Plus CuruuunvE TRAFFIc Cotrlorlorus

The year (2025) plus Cumulative conditions were used as the baseline to evaluate potential

traffic impacts without the operation of the proposed Project. Figure 7-1 shows the Year (2025)

Plus Cumulative trafüc volume projections'


Table 7.1 displays the results of the roadway segment analysis under Yeat (2025) Plus

Cumulative Trafüc Conditions'

As shown in Table i.l, all study roadway segments are projected to operate at LOS D or better

with the exception of sR-23 from Bardsdale Avenue to Wayne's way.

T'RS 7-l


Table 7.1 Roadway Segment Yea¡ 2025 Plus Cumulative Level of Service

Lanes in each



U = Undivided,

According to the signifrcant impact criteria, the following roadway segment may have significant

cumulative impacts underYear (2025) Plus Cumulative conditions.

o Grimes canyon Road (SR-23) between Bardsdale Avenue and wayne's way

ADT LOSLOS D ADT

ThresholdNo. ofLaneslClassificationSeqmentRoadway

c4,7812U 11,000Class llGrimes Canyon Road

- sR-23Road

c4,7302U 11,000Class llBroadway Road -sR-118

Canyon

Road

E11,1482U 11,000Class llBardsdale Avenue -Wavne's Way

Grimes Canyon

Road

D10,9562U 11,000Class llWayne's Way -Broadway Road

Grimes Canyon

Road (SR-23)

uns 7-2

'õ

lo

õ(,

o2

o

.g

CITY OF MOORPARK

Casey Rd

Poindexter Ave

Moorpark Ave

CITY OF FILMORE

õÉ.

ocoooE'Ë(9

VENTURA COUNTY/Ranchof

San Cristobal

Grimes Rock .CEMEXfMine

\Wayne J Sand

a/ andGravel

Broadway Rd

LEGEND

d

I Project Location

F,t Studv AreaIt lnteréection

45/68 AM/PM Volumes

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A YEAR (20251PLUS CUMULATIVE AM/PMPEAK HOUR TRAFFIC VOLUMES


DATE: 2015CREATED BY: SVFIG NO.

7-1PROJECT NO: 60419284PM: NCT'Rfi

rüayne J Sand and Gravel Mine Project

7.1.2 lntersectionAnalysis

Table 7.2 displays the intersection LOS and delay results under Year (2025) Plus Cumulative

conditions. The detailed intersection LOS calculation worksheets for the Yeat (2025) Plus

Cumulative conditions are provided in,A'ppendix D.

1able7.2 Peak Hour lntersection Level of Service Results Year (2025) Plus Cumulative Gonditions

Note: V/C = Volume/Capacity Ratio, LOS = Level of Service, s/veh =1 City of Fillmore has adopted LOS D as the minimum acceptable LOS

Seconds/Vehiclefor intersections along SR-126.

As shown in Table 7.2,the study area intersections are projected to operate at an acceptable LOS

with the exception to the study intersections described below, which are forecast to operate at an

unacceptable LOS underYear (2025) Plus Cumulative condition include:

Moorpark Avenue (SR-23)/Los Angeles Avenue (SR-l18) - AM and PM peak hour LOS

F;

a

a

a

MoorparkAvenue (SR-23)/High Street -AM and PM peak hour LOS D;

Grimes Canyon Road (SR-23)/Broadway Road - AM and PM peak hour LOS F and

LOS E, respectively;

Grimes Canyon Road South/Los Angeles Avenue (SR-118) - AM and PM peak hour

LOS F;

A Street (SR-23)/Ventura Street (SR-126) -AM and PM peak hour LOS F;

Walnut Canyon Road (SR-23)/Casey Road-AM and PM peak Hour LOS F;

a

a


LOS v/cDelay(s/veh) LOSv/c

Delay(s/veh)

lntersection

FF 1.3371 .5101. Moorpark Avenue (SR-23) /Los Anqeles Avenue (SR-1 1 8)

D0.880 D 0.8172. Moorpark Avenue (SR-23)/High Street

33.2 E92.0 F3. Grimes Canyon Road (SR-23)/Broadway Road

10.5 B10.6 B4. Grimes Canyon Road South/Broadway Road

1.435 F1.455 F5. Grimes Canyon Road South /Avenue 11

F 1.446 F1.3446. A Street (SR-23)/Ventura Street (SR-126)1

c 23.8 c22.17. Grimes Canyon Road (SR-23)/

Wavne's Wav (Wavne J Entrance)3

F 1.238 F1.2808. Walnut Canyon Road (SR-23)/Casey Road2

DB 0.8580.6269. Moorpark Avenue (SR-23)/Poindexter Avenue2

DE 0.8050.92910. Los Avenue (SR-1 18)/Spring Road2

T'RS 7-4


o MoorparkAvenue (SR-23)iPoindexterAvenue - PM peak hour Los D; and

o Los Angeles Avenue (SR-118)/Spring Road - AM and PM peak hour LOS E and LOS D,

respectively.

The year (2025) Plus Cumulative conditions described above shows that the aforementioned

intersection locations are already operating at an unacceptable level of service even without the

contribution of the proposed Project.

7.2 Yenn (2025) Pr-us CuuuunvE PLUS Pno¡Ecr Coruomorus

The year (2025) Plus Cumulative Plus Project analysis builds upon the Year (2025) Plus

Cumulative conditions and incorporates all applicable circulation facility and land use

improvements that are either constructed or planned for completion by 2025 whicr' includes

permitted mining traffrc conditions.

Consistent with the project level assumptions and assessment conducted under existing plus

project conditions, the truck trip increase associated with the proposed Project are then

distributed to the surrounding local and regional roadway circulation system based on the trip

distribution patterns approved by County of Ventura. Figure 7-2 shows the Year (2025) Plus

Cumulative Plus Project traffrc volume.


Table 7.3 displays the roadway segment analysis results under Year (2025) Plus Cumulative Plus

Project trafüc conditions.

As shown in the Table 7.3, all study roadway segments are projected to operate at LOS C with

the exception of Grimes Canyon road (SR-23) from Bardsdale Avenue to Broadway Road. The

potential impacts on traffic circulation related to proposed increases in mining facility truck

traffic are described here without consideration of the implementation of the mitigation measures

identified in Section 7.2.3 of this Revised Traffrc Impact Analysis Report.

I'RS 7-5

No. ofLanesl

LOS D ADT

Threshold ADT LOSSeqment ClassificationRoadway

2U 11,000 4,799 cGrimes Canyon Road

South - SR-23Class ll

Broadway Road

2U 1 1,000 4,747 cGrimes CanyonRoad South

Broadway Road -sR-1 18

Class ll

2U 1 1,000 11,298 EGrimes CanyonRoad ISR-231

Bardsdale Avenue -Wavne's Wav

Class ll

Class ll 2U 11,000 1 1 ,310 EGrimes CanyonRoad (SR-231

Wayne's Way -Broadwav Road


Table 7.3 Roadway Segment Year 2025 Buildout Level of Service

cunent permitted limits on truck trips,1 Number of Lanes in each direction.



U = Undivided,

According on significant impact criteria, the following roadway segment may have significant

project impacts under Year (2025) with the proposed Project conditions.

. Grimes Canyon Road (SR-23) between Bardsdale Avenue and Broadway Road

7.2.2 lntersectionAnalysis

Table 7.4 displays intersection LOS and delay results under Year (2025) Plus Cumulative Plus

Project conditions. The intersection LOS calculation worksheets for the Year (2025) Plus

Cumulative Plus Project conditions are provided in Appendix E.

As shown in the Table 7.4, one study area intersection is projected to operate at an acceptable

LOS during both AM and PM peak hours with the exception to the remaining study intersection

described below, which are forecast to operate at an unacceptable under Year (2025) with the

proposed Project conditions include:

Moorpark Avenue (SR-23)/Los Angeles Avenue (SR- I 1 8) - AM and PM peak hour LOS

F;

Moorpark Avenue (SR-23yHigh Street - AM and PM peak hour LOS E and LOS D

respectively;

Grimes Canyon Road (SR-23)/Broadway Road - AM and PM peak hour LOS F and

LOS E respectively;

Grimes Canyon Road South/Los Angeles Avenue (SR-118) - AM and PM peak hour

LOS F;

a

a

o

a

a

uas

A Street (SR-23)/Ventura Street (SR-126) -AM and PM peak hour LOS F;

7-6

a

a

a

a


Grimes Canyon Road (SR-23)/Wayne's Way -AM and PM Peak hour LOS E;

Walnut Canyon Road (SR-23)/Casey Road-AM and PM peak Hour LOS F;

MoorparkAvenue (SR-23)/PoindexterAvenue - PM peak hour LOS D; and

Los Angeles Avenue (SR-118)/Spring Road - AM and PM peak hour LOS E and LOS D,

respectively.

una 7-7

1o

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.=

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CITY OF MOORPARK

Casey Rd

Poindexter Ave

Moorpark Ave

CITY OF FILMORE

ËÉ.

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+ 62/83

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rVENTURA COUNTY

/RanchofSan Cristobal

Grimes Rock /3EMEXfM

Wayne J Sand

a/ andGravel

Broadway Rd

LEGEND

d

I Project Location

@ Study Arealntersectlon

45/68 AM/PM Volumes

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I'RS PM: NC PROJECT NO: 60419284

FIG NO.7-2

Potent¡ally S¡gnìfi ønt ProFct lmpactwithoúl Mili@t¡onvÞ¡r m2s phrs cilmúlãl¡vê Plus Pro¡ætTrañ¡c Conditimsve,.r02q phr.criñxlâl¡vc PrôiedfrafncConditions

AM Pêâk Hntrr PM PeaK HoUTAl¡l Peak Hour PM Peak HourÂM Pcãk Hour PM PæT HoUControl

tnsIÞlay

tos +lViC nÌPHTSlDelay

tos ulcDelay

ls,¡vehìV'CfÞlay

10 PHT51 640 F 36 PHT5F 1 510 FSignalizd 1 510 F 1 3371 M@paÁ Avenue (SR-231træ Ang6¡€€ Avenue

(sR-118)'

YesD 36PHTS Yes 1O PHTSD 0902 E 08220 880 D 0817SignalizsdSh*82g9 E 36 PHTS 10 PHfs332 E 108 6 F920 FUmigndized3Gfu Ræd

No105 B No105 B 106 B106 BUnrignabzsdSouhß@dFy Ræd¡4 cíffi

F 0PHTg No 1 PHT5F 1 456 F 1 4361 455 F 1 435S¡gnal¡zsd5

1 PHTS Yes1 4s0 F 'It PHTSF 1&6 FSìgnålizd 1W6 A Sht(sR-23)NdtuE SÞl (sR-126)¡

372 E 26 PHls 13 PHTSc 534 E221 c 238I GdM Cånyon R€d{sR-zJ)flayn€s wåY Unlignålizd

21 PHTS 12 PHT5I 236 1 216 FF I 238 Fsisâlized 1 2808 Wahut Cånyon R€d (SR-23)¡Cry Rdd¡

0 864 D No l2 PHfsD 0657 B0 626 B 0 858s¡gnal¡zd

D 36 PHTS t2 PHlsD 090 E 0 80sE 0 805Signdiz€d 0 92910 Lc Ang* Avdue (sR-118)ßpnng Rd

WaFcJ $nd ild Crav€l M¡ne Prcjæt

Tâbt. 7 4 poâk Hour tnt6ecilon Lov6t of Sedtcê Results Y€ar (2025) Plus Cumulatlvo Plus Projoct Traflc Condltlon3 (wllhout hltlgåtion)

lofdlHiltoscÈ@Mdlok6åJgniñmthFLhffin'lh€intæfunin*hod4þl'ffic@nfions*dyd'MLosc'hn6F4ftÐtr

olF{mds& noLødidê prcþLsistr€ilimPættlxdd guidffi hdüo h€ øunv dVdluE güdh* m E$ñd

ln.Þã.. ôlV/C d fdDs Grê¡ler Th.nlnrorsd¡on LOS (wft on oro¡.sl)

¡n

010

o

1 PHTS

1-9Uþ


The above findings are consistent with the Year (2025) Plus Cumulative conditions findings that

the aforementioned intersection locations are already operating at an unacceptable LOS

conditions without the potential contribution of the proposed Project.

According to the significant impact threshold criteria, under the Year (2025) Plus Cumulative

Plus Project conditions, the following intersections could be impacted by the proposed mining

projects if no mitigation measures were implemented.

¡ Moorpark Avenue (SR-23)/Los Angeles Avenue (SR-118) - AM impact, LOS F

(V/C:1.510) with 36 PHTs, PM impact, LOS F (VlC:L648) with 10 PHTs;

MoorparkAvenue (SR-23)/High Street -AM impact, LOS E (YlC:0.902) with 36 PHTs,

PM impact, LOS D (V/C:0.822) with l0 PHTs;

Grimes Canyon Road (SR-23)/Broadway Road - AM impact, LOS F with 36 PHTs, PM

impact, LOS E (34.9 sec delay) with 10 PHTs;

Grimes Canyon Road South/Los Angeles Avenue - PM impact, LOS F (V/C:l.436) with

1 PHT;

A Street (SR-23)A/entura Street (SR-126) - AM impact, LOS F (V/C:1.355) with 17

PHTs, PM impact, LOS F (V/C:l.450) with 4 PHTs;

Grimes Canyon Road (SR-23)/Wayne's Way - AM impact, LOS E with 26 PHTs, PM

impact, LOS E with 13 PHTs;

Walnut Canyon Road (SR-23)/Casey Road - AM impact, LOS F (V1C:I.296) with 24

PHTs, PM impact, LOS F (Y1C:I.246) with 12 PHTs;

MoorparkAvenue (SR-23)/PoindexterAvenue - PM impact, LOS D (V/C:0.864) with 12

PHTs; and

Los Angeles Avenue (SR-118)/Spring Road - AM impact, LOS E (V/C:0.940) with 36

PHTs, PM impact, LOS D (V/C:0.809) with 12 PHTs.

7.2.3 Year (2025) M¡t¡gat¡ons

The proposed Project will contribute project added traffic at the impacted intersections. The

traffrc mitigations are consistent with the Grimes Rock, Inc. Expanded Mining Facility FinalE1R, (June 2013) mitigation measures as described below.

o Limit on peak-hour truck trips in order to avoid increased peak hour trafüc congestion on

sR-23.

a

a

o

a

a

a

o

I'RS 7-t0


. Ovemight parking of heavy trucks will provide the project the flexibility to control the

volume of PHTs'

Ðetails of the proposed mitigation implementation are provided below:

TRA-I Limits on peak-hour truck trips

Intent: In order to avoid increased peak-hour traffic congestion along SR-23, heavy truck

traffic shall be limited.

Requirement: Heavy tnrck traffic associated with project operation shall be limited to 72

pHTs per operationi auy. The peak hours to which this limit applies includg the morning

peak traffic congestion penod (6:00 to 8:00 AM) and the afternoon peak traffic congestion

period (3:00 to 6:00 pM). The Permittee shall maintain a record of truck arrivals and

departures.

Documentation: The permittee shall make the record of truck arrivals and departures

available to the County of Ventura and other government agencies upon request. The record

shall be maintained in paper and electronic form. Along with the record of truck trips' the

trip generation shall be

PM peak hour trþs an

his/her sole discretiongovernment agencies and the public the hau

Timing: The requirement to maintain the record of truck arrivals and departures is an

orrgoirr! operational requirement of this CLIP and is in effect upon issuance of a Zonrng

Clãarance -for

either Interim Operation or Use Inauguration.

Monitoring: County staff may periodically check of truck arrival and departure record to

determine Permittee's compliance with traffic and congestion limits'

Implementation of Mitigation Measure TRA-I reduces the project-related peak hour impacts

aloìg SR-23 in the noñhbound and southbound direction. This will reduce CEQA project

.p""ifr. congestion impacts to less than significant levels.

This traffic study recommends limiting the project to its existing permitted PHTs per

construction projects usually receive much of their aggregate

the day, indicating that the wayne J Mine and Gravel Mine

ts traffic during the same hours as the peak AM congestion

period on SR-23 and SR-l18 (6:00 to 8:00 AM). Mitigation Measure TRA-I could prevent

îhe project from supplying ali of the aggregate needed by its customers at the start of the

construction daY.

î'ffi"iÏiîïi:ä:ä;ï;îi"iiå!å1,ff1';;ïï:period, then onry harr or rh" t ip,Il"lî"ï'"iîffi"îrtffil:ffi:::llïîî:t'iîi:iÎ:

rrRs 7-lt


outgoing product trþs. The other half would be empty trucks travelling to the mine to pick

"p ãgg.égàte. However, if trucks were already at the site in the morning then fewer empty

truckïwõuld have to travel to the site, and more of the PHTs would be outgoing product

trþs. Allowing trucks to park overnight at the mine could significantly increase the ability ofthå project to strip out pròduct during the peak congestion period compared to the volume itcould ship out if trucks have to first travel to the site.

frRs 7-12


TRA-2 Overnight parking of heavy trucks

Intent: In order to minimize truck staging on roadways and within the adjoining Cities,

ovemight onsite parking of heavy trucks shall be allowed. Such parking shall be

restricted to the designated area(s) on-site in order to protect surface and groundwater

quality.

Requirement: A maximum of 20 heavy trucks and trailers may be parked overnight on

the Project site at any one time. This parking is allowed provided that;

The trucks are parked for one night only and depart the site by 8:00 AM the following

workday moming. The personal vehicles of truck drivers may be parked on the

project site during that day.

a

a

a

It is limited to commercíal aggregated hauling trucks.

No maintenance,repair, or fueling of the trucks or the personal vehicles of the truck

drivers occurs on the project site.

All operations and activities related to overnight parking conforms to the "hours ofoperation" listed in Condition ofApproval (Project Description).

I)ocumentation: The Permittee shall provide a Parking Plan to the County Planning

Division. This Plan shall describe the location and configuration, surfacing, drainage

facilities, and operational characteristics ofthe proposed parking facilities.

Timing: Prior to the initiation of ovemight parking on the project site under this CUP, the

Parking Plan shall be approved by the Planning Director in consultation with the

Watershed Protection District.

Monitoring: The Planning Director, in consultation with the Watershed Protection

District, shall review the submitted Parking Plan for adequacy to avoid water quality

impacts. If the Parking Plan is approved by the Planning Director, the Permittee's

implementation of the approved Plan shall be subject to periodic site inspections

conducted by County Staff.

a

I'RS 7-13


8.0 F¡ruOINGS AND RECOMMENDATIONS

This chapter provides a summary of the key frndings and study recommendations, including the

LOS results for each of the scenarios analyzed. Conditions both with and without proposed

mining projects are discussed.

8.1 lrurrRsrcloN ANALYSIS SuuunnY

Table 8.1. displays intersection Level of Service results for each of the analyzed scenarios'

Table 8.1 Summary of lntersection Peak Hour Level of Service Results

has adopted AS minimum acceptable along SR-1

The following key points summarize the intersection traffrc analyses of the proposed Project:

Year (2025) PlusCumulative

TrafficConditions

Year (2025)

PlusCumulativePlus Project

Existing PlusProject Traffic

ConditionsExisting Traffic

Conditions

PM AM PMAM PM AMAM PM

lntersect¡on (1)

F FB F FA B A1. Moorpark Avenue (SR-23) /Los Angeles Avenue (SR-1 1 8)

D E DA A DA A2. Moorpark Avenue (SR-23Y

High Street

E F Ec B FB B3, Grimes Canyon Road (SR-

23)/Broadway Road

B B BA A AA4. Grimes Canyon Road South/

Broadway Road

Fc F F Fc cc5. Grimes Canyon Road South/

Los Angeles Avenue (SR-1 1 8)

F FD1 F FB D1 B6. A Street (SR-23)/

Ventura Street (SR-1 26)t

c c E EB c BA7. Grimes Canyon Road (SR-

23)Mayne's Way (Wayne J

Entrance)

FB F F FB EE8. Walnut Canyon Road (SR-

23)/Casey Road

B DB B DA B A9. Moorpark Avenue (SR-

23)iPoindexter Avenue

E Dc E DB c B10. Los Angeles Avenue (SR-

I 18)/Spring Road

rns 8-1

o

a

o


Under Existing conditions all study area intersections are culrently operating at an

acceptable LOS with the exception to the study intersection described below, which are

currently operating at an unacceptable LOS.

¡ Walnut Canyon Road (SR-23)/Casey Road-AM impact

Under Existing Plus Project conditions, all study area intersections are projected tooperate at an acceptable LOS with the exception to the study intersection described

below, which are forecast to operate at an unacceptable LOS.

¡ Walnut Canyon Road (SR-23)/Casey Road -AM impact; and

Under Year (2025) Plus Cumulative conditions, two study area intersections are

projected to operate at an acceptable LOS during both AM and PM peak hours with the

exception to the remaining study intersection described below, which are forecast tooperate at an unacceptable LOS underYear (2025) without project condition.

. Moorpark Avenue (SR-23)/Los Angeles Avenue (SR- 1 I 8) - AM and PM impacts;

MoorparkAvenue (SR-23)/High Street -AM and PM impacts;

Grimes Canyon Road (SR-23)/Broadway Road-AM and PM impacts;

Grimes Canyon Road South/Los Angeles Avenue (SR-118) - AM and PM

impacts;

A Street (SR-23)A/entura Street (SR-126) -AM and PM impacts;

Walnut Canyon Road (SR-23)/Casey Road -AM and PM impacts;

Moorpark Avenue (SR-2 3 )/P o indexter Avenue - PM impact; and

Los Angeles Avenue (SR-118)/Spring Road -AM and PM impacts

Under Year (2025) Plus Cumulative Plus Project conditions, one study area intersectionis projected to operate at an acceptable LOS during both AM and PM peak hours withthe exception to the remaining study intersection described below, which are forecast tooperate at an unacceptable LOS underYear (2025) with Project condition.

o Moorpark Avenue (SR-23)/Los Angeles Avenue (SR- 1 1 8) - AM and PM impacts;

Moorpark Avenue (SR-23)/High Street - AM and PM impacts;

Grimes Canyon Road (SR-23)/Broadway Road -AM and PM impacts;

Grimes Canyon Road South/Los Angeles Avenue (SR-l18) - AM and PM impacts;

A Street (SR-23)/Ventura Street (SR-126) -AM and PM impacts;

a

a

a

a

a

rtns 8-2


o Grimes Canyon Road (SR-23)/IVayne's Way - PM impacts;

¡ Walnut Canyon Road (SR-23)/Casey Road -AM and PM impacts;

o MoorparkAvenue (SR-23)ÆoindexterAvenue - PM impact; and

¡ Los Angeles Avenue (SR-118)/Spring Road - AM and PM impacts'

8.2 Securrur AruRI-vsls Sult¡lt¡nRv

Table 8.2 summarizes the roadway segment level of service analysis results for each of the

analyzed scenarios.

Table 8.2 Summary of Roadway Segment Level of Service Results

Year (2025) PlusCumulative Plus

Proiect

Existing PlusProject Traffic

Conditions

Year (2025)

PlusCumulativeSeoment

ExistingTraffic

ConditionsRoadwav

cB cGrimes CanyonRoad South - SR-23

BBroadway Road

c cBBroadway Road -sR-118

Grimes CanyonRoad South

E Ec cGrimes CanyonRoad (SR-23)

Bardsdale Avenue -Wayne's Way

c D EcGrimes CanyonRoad (SR-23)

Wayne's Way -

Broadway Road

The following key points summarize the roadway segment traffic analyses of the proposed

Wayne J Sand and Gravel Mine Project:

o Under Existing conditions, two study roadway segments are currently operating at LOS

B and two at LOS C

Under Existing Plus Project conditions, two study roadway segments are projected to

operate at LOS B and two at LOS C

Under Year (2025) Plus Cumulative Project conditions, two study roadway segments are

projected to operate at LOS C, one at LOS D, and one at LOS E

Under Year (2025) Plus Cumulative Plus Project conditions, two study roadway

segments are projected to operate at LOS C and two at LOS E

8.3 Suuunnv oF MmcATloN MEASURES

The following mitigation measures are proposed to improve trafüc operations at the study

intersections and roadway segments within the project study area.

a

a

a

T'RS 8-3


8.3.1 Existing Plus Project Proposed Mitigation

Under Existing Plus Project conditions all study roadway segments and intersection are forecast

to operate at acceptable levels of service (LOS). According to the significant threshold criteria

presented in Chapter 2.0, there are no study roadway segments or intersections that would be

impacted associated with Existing Plus Project conditions. Based on the aforementioned traffic

analysis findings, no traffic mitigations are proposed under Existing Plus Project conditions.

9.3.2 Year (2025) Plus Cumulative Plus Project Proposed Mitigations

Under Year (2025) Plus Cumulative Plus Project conditions, the one study intersection is

forecast to operate at acceptable levels of service (LOS), however, nine of the 10 study

intersections and two of the four study roadway segments were found to be significantly

impacted according to the significant threshold criteria presented in Chapter 2.0. This Project

will result in a significant and unmitigated traffic impact to the roadway segment of Grimes

Canyon Road (SR-23) between Bardsdale Avenue and Broadway Road. For the intersections,

the following mitigation measures are recommended under long term (Year 2025) conditions:

2025 Roadwav Sesment Mitisations

According to the frndings from the Year (2025) Plus Cumulative Plus Project conditions

analysis, two of the four study roadway segments will be signifrcantly impacted. This will result

in a significant and unmitigated traffic impact to the roadway segment of Grimes Canyon Road

(SR-23) between Bardsdale Avenue and Broadway Road.

2025 Intersection Mitieations

According to the findings from the Year (2025) Plus Cumulative Plus Project conditions

analysis, nine of the 10 study intersections were found to be significantly impacted' The

following proposed mitigation measures are consistent with the previous mitigation

recommendations presented under the Grimes Canyon Quarries Trffic Study, prepared by Katz,

Okitsu & Associates (October 2007).

TRA-I Limits on Peak-Ilour Truck Trips

To avoid increased peak-hour traffic congestion along SR-23, heavy truck traffic shall be

limited during the morning (6 to 8 AM) and evening (3 to 6 PM) peak hours.

The peak hour trip restrictions will eliminate intersection traffic impacts along SR-23 and

SR-118, specifically the following impacted study intersections:

o Intersection #1 - Moorpark Avenue (SR-23)/Los Angeles Avenue (SR-l18);

¡ Intersection#2 - Moorpark Avenue (SR-23)/High Street;

I'RS 8-4


¡ Intersection #3 - Grimes canyon Road (sR-23)/Broadway Road;

o Intersection #5 - Grimes Canyon Road South/Los Angeles Avenue (SR-118);

o Intersection #6 - A Street (SR-23)/Ventura Street (SR-126);

olntersection#7-GrimesCanyonRoad(SR-23)/Wayne,sWay;

o Intersection #8 - walnut canyon Road (sR-23)/Casey Road;

¡ Intersection #9 - Moorpark Avenue (SR-23)Æoindexter Avenue; and

o Intersection #10 - Los Angeles Avenue (SR-ll8)/Spring Road.

TRA-2 Overnight Parking of Heavy Trucks

In order to prevent truck staging on roadways and within the adjoining Cities, overnight

onsite parking of heavy trucks shall be restricted to the designated area(s) on-site. In

order to protect impacts to surface and groundwater quality, overnight parking of heavy

trucks shall be limited. Overnight onsite parking of heavy trucks shall be limited to

twenty (trucks) only. This condition is already included within the proposed new permit

application provided by the Applicant/Permittee'

8.4 Cor'¡cl-uslot'l

The operation of the proposed Project along with background traffic growth and related

cumulative project will collectively contribute to impacts to the surrounding roadway network in

the long term (year 212s).Implementation of the proposed mitigation measure TRA-I will help

improve traffic operating conditions thereby mitigating these traffic impacts to levels of

insignificance. Additionally, implementation of TRA-2 will prevent impacts associated with

truck parking to surface and groundwater'

ttRs 8-5


9.0 R¡r¡RENCES

Califomia Department of Transportation (Caltrans). 2015. Trffic Census Program. [Online]

[C ited: August I 4, 20 I 5 .] http : I I tr affic -counts. dot. ca. gov/

Grimes Rock, Inc. 2013. Grimes Rock Mining Facility Modified Conditionql Use Permit 4874-2. (PLl2-

0159), submitted to the County of Ventura, October.

Katz, Okitsu & Associates. 2007. Trffic Studyþr the Grimes Canyon Quarries in the County of Ventura.

August 2007.

Moorpark, City of. 1992. General Plan.May.

2015. Agency Correspondence, City of Moorpark, Dave Bobart, Community development

Director.

Sespe Consulting, Inc.2014. Rancho San Cristobal Mine Conditional Use Permit 4913 Minor

Modification Application submitted to the County of Ventura. June'

Transportation Research Board (TRB). 2000. Highway Capacity Mqnual (HCM2000). s.I: National

Academy of Sciences, December.

Ventura, County of. 2013. Grimes Rock, Inc. Expanded Mining Facility Final Environmental Impact

Report, County of Ventura, June 2013

2015 . Agency Correspondence, County of Ventura RMA Planning Division.

2014. Agency Correspondence, Covnty of Ventura RMA Planning Division'

2011. Initial Study Assessment Guidelines,County of Ventura, April.

2009. Wayne J Sand and Gravel CUP Modification 4571-6 Final Environmental Impøct Report,

June.

2009a. CEMEX Consolidated Conditions of Approval CUP 4633 (CEMEX),May.

Rancho San Cristobal Mine CUP 4913

TIRS 9-l

Apprrrrorx A

TnnrrIC COUNTS

PrepNd by N¡üon6lDåhA SuMfns $dco.

crÁsslFlcATloNBroadway Rd btwn SR-23 & Grimes Cyn Rd 5

Day: Wednesday

Ddtet [L/20/2OL3

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Project fl : cA13_5630_001e

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Definitions1 Motorcycles2 Passenger cars

4 Buses

5 2-Axle, 6-Tire Single Units

7 > =4 Axle Single Units

I <=4-Axle s¡ngle Trailers

10 >=6-Axle Single Trailers

11 <=5-Axle Multi-Trailers12 6-Axle Mulìi-Trãilers

13 >=7 Axle Multi-Trailers

4-Tire U nits u nits 9 5 Axle

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D rect¡ona Peak PeriodsAll Classes

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3l

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3

104

t4%

07:00

29

79

11 0(

3

1

o%

08:O0

1

168

22%

06:00

35

9:

ßa07:O(

25

AM Volume%AN

AM Pêâk llour

volum(2

o%

12 0(

1

( 0 362

48./<

16:0(

63

1

o%

12m

1

1it

12 0(

3

to%

16:0C

1

o"1

14U1

85

I7V.

14:0C

18

1A

l2:(X

2

201

26%

16:00

45

61

8%

15:00

13

PM Volums%PM

PM Peak Hour

VolumePM 4-6

Vôlume %

'115 € I5%

Off Peak Vo umes

Volume %

4r2 € 54%

NOON 12-2

Volume

80€ tI%

AM 7.9

Volume %

t52 € 20%

Oirectona PeakPeriodsAl Classes

PFPmd hY NåUond DibÂ Sümf ng $dc"

cl-AsslFlcATloNGrimes Cyn Rd S btwn Broadway Rd & SR-11-8

Day: WednesdaY

DãÉt rL/2012073

City: MoorPark

Pro¡ect S: CA13_5630-002

0

4

0

0

0

0

20

32

0

55

00:00 AM01:0002:0003:0004:0005:0006:0007:0008:00ü):ü)10:0011:0O

12:00 PM13:0014:0015:ü¡16:0017:0018:0019:ü¡20:0021:0022t0O

%

661

437.

07:ü163

0 I1:

701

06 0(

3

4

oy<

11:o(

18

7%

07:O0

4

001

Gü2

18:

72"Á

07:(X

51

7

o%

11:O!

4

145

10q

06:0(

34

8

7%

10:m

4

279

18%

07:00

67

%

AM Peak

158

0 4

o%

13:0(

3

4

o%

12:O0

3

2

o%

15:0(

1

t701

12 0(

1

o%

L2iOC

1

197

13%

14:0{

36

l7t|t%

15:m

28

5

o%

15:0(

3

1

o%

14 00

1

474

31"1

17:0(

104

PM Peak

PM

%

€ 53%

Off Peak

arz

PM 4.6NOON 12-2

Volume %

151 I0%

AM 7.9

Volume %

256 € \7%

D rect ona Peak PeriodsAll Classes

13 >=7-Axle Multi-Trailers

5 2-Axle,6-T¡re Single Un¡ts

Units

4 Buses

6-Axle9 Trãilers4-Tire

10 >=6 Axle single Tra¡lers

11 <=5-Axle MultÈTrailers7 > =4-Axle S¡ngle Un¡ts

8 <=4-Axle single Trailers1 Motorcycles2 Pêssenger Cars

Intersection Turning MovementPrcPared bY:

National Data & SurueYing Seruices

Pruf:ct ID: 13-5629 cars-001

c¡ty: Moorpark

TOTALS

Day: wednesday

Dater 11/20/2013

NS/Ew

LANES:

EL

0SR0

ST0

SL

0NR0

NT1

Nt0

ET1

WR0

WT1

WL0

ER

0

TOTAL

13677211104

ZL

.t7L4116t2710

1

4001

2

02

456I3467

597:00 AM

7:15 AM

7:30 AM7:45 AM

8:00 AM8:15 AM

8:30 AM

8:45 AM

TOTALVOLUMES I

APPR.OACH o/o's :120

10.91olo 0.00o/o

000#Drv/o! #DIV/o! #DIV/o!

ET

0600.000/o 85.71olo 1 76.5o0/o 23'50o/o

01

240320

2l232210t4t713

54525222464236

36343WL14010

TOTAL

098

CONTROL : l-WaY StoP Sign (NB)

Intersection Turning MovementPrePared bY:

National Data & Surueying Se¡vicesProJect ID: 13-5629 cars-001

City: Moorpark

TOTALSDay: Wednesday

Date: U/20/2013

NS/EW

LANES:

EL

0SR0

ST0

SL

0NTI

NL0

NR0

ETI

WR0

VW1

WL0

ER

0

TOTAL

4958576667545350

7I61037

85

t4t2111610139t7

I423I400

811t2918679

1822242527232819

1

1

231

1

1

0

4:00 PM

4:15 PM

4:30 PM

4:45 PM

5:00 PM

5:15 PM

5:30 PM

5:45 PM

NL10

5.100/o

454ET80

EL

0NT0

NRI186 |

9a.9ovol

SL ST SR ERI22 1

zt.stonl

WL WTt02 54

65.380/o 34.620/o

TOTAL

TOTAL VOLUMES :APPROACH o/o's : 0 00o/o

000#Drv/o! #Drv/o! #DIV/o! 78.43o/o0 00o/o

CONTROL : l-Way StoP Sign (NB)

ITM Peak Hour SummaryPrepared by:

NESNat¡onal Dâta & Suryeying Sery¡c6

Grimes Cvn Rd and Broadwav Rd . Moorpark

Date: 11t2012013

Dayr Wednesdav

Rd

EndStart

AM 7:00 AM g:00 AM

NOON

PM 4:m PÀ, 6:00 PM

Total lns & Outs

oE

(9A!d

NOON

Project#: 13-5629cils-001

C¡ty: __Moorpa!_

700 Al\ilAM Peak Hour

NOON Peak Hour

PM Peak Hour 415 PM

Total Volume Per Leg

NOON

AMAM

AM NOON PM

AM

AM

AM

Peak Hour

0 0 0 0

0 0 0 0

0 0

30

33 50

17

23

86

96

27

49

148

9't

66

63

90

0 0 00

1-way Stop Sign (NB)

CONTROL 0

0 0 0 0

0

05 0

7 0

0 0 0

7 0

CFçt

-a

Pf

l¡ma

îl

N@NNOOt¡

PTPT

+0

0

AT

Ata

TbAX NOON PT

ATI NOON PTrì1?NOON

Låmc 0

Ar{

NOON

Pil

Atl ìIOON Pll Lamg

0

I

0

L¡rer Am IOON P]{

0

1

0

0 0

00

0 0

109 0 7630 0 u96 0 14838 0 67

9t 70

0 0

66 105

West Leg

South Leg

East Leg

North Leg

0

0

0

205 0 22468 0 l0l

161

0

171

North Leg

West Leg

East Leg

Soulh LegPM PM

Exhibít 42013 Validation Counts

@ Count Locations

LEGEND

I ctfv oF

Eú.

oco()Eooo

(D

way

Wayne J

Pârk

High

ctTY(Etþ(ÆAf,,<

LEGEND

tå Project LocationsN

I+I

rsr I I lzzo

767 -- --11 ¡

33

1E_i

54

+s | | rrro

I 177

- 8'14

f- 5s

3-1 t561

1rã-ì

esl i iez

i27 | lttsl

182

107

L?1

- 690

t zst

6

t0

,o

s88liil

206It;

+ I

40

26

2S

542'ì I'

16 258

,l J Ll,

z lilzt

579

257

46J26'-ttl

tJ----13lit

el l.i''a-1*201-1 J

556 -

rsll

'3li

630

208

0r

lTr

EesfRock fi

River St.

rrlilo

222li11

48

28

_9_i0+siq-+

L0*_0j116J

7+22 I

1

545

'AI

8l

,Ðl

er+li

603

268

]J

zal \

Rock ft

¿tCo¡ooØ

ltÉ,coÉ6o

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23 '-*

oli¡186

409

ol

325

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ì_-r

L_?ô6. _6fioo

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,orl I l,

ezllIro

352

31S

22LJ11 -taã'I

r 13

+43í5

410

ri I lsoz

12_9)

993 - -'zro I

193 Íå,313

I 284.-- 970

f-tz

Exhibit 1Grimes Canyon Traffic Study 2007KOA ConponnrroNã Existing Traffic Volumes - AM Peak Hour

srl I lzzzr'¡t'tl88l-ßs

++lllss

87

.--889

3f

122,J931

-gr-¡

q)980 --'

143 'ì

orj t i aa

,uJl lli,,

145

233

te2.-- 75s

lro

rozlllso

209

llutl f

l_?2*-2421

{ts

514

3lJ

43+

ei l1z1t

258+t15.-551

198

II

3 ll601

1þ)

tl

River St.

saoljlz38

tlt,le1_ :1

40

rE!)

zsz)

,ll199

6J-il

Irlïs61

ei i

''1rn6li

u2

653

10J

eoi ì

EeslRock ffi

Gnmas Rock fil

EÉ.coooø,

EÉ.co

E(J

Eooõ6

j E,t 521

13

27

7lJ43 -----

433

z,l lzo"

ãì læ,a'rtr'4ll1301

1)4

365

t 432.2

J r99-

-767856

85

rd t,zt

zsrlIl¡119

l7a

441

31

371

ælljzr

3qs t24-- -

126 +

365

uoi I looo

zulllae322

t 144

111J L_4?2

LEGEND

n ProJectLocatlons

CITY OF

dtÉoEooEol:o(f)

way

Wayne J

o

Park

CITY OF MOORPARK

N

i+A

Exhibit 2Grimes Canyon Traffic Study 2007KOA COnpOnATIONExisting Traffic Volumes - PM Peak Hour

2014 Traffic Volumes Book

tsacK

Peak

Hour

Þd cK

Peak

Month BackAADT

Aneao

Peak

Hour

Aneao

Peak

MonthAhead

AADTRouteDst

7 23 VEN

Postmile

14,26 MERIDIAN HI

on

7207 23 VEN T4.607 SPRING ROAD 4to 4400 4000 1050 11300 103007 23 VEN 15,54 HAPPY CAMP ROAD 1200 9200 7600 920 7500 63007 23 VEN 16.8 GRIMES CANYON ROAD 920 T,OO 6300 870 7500 63007 23 VEN 22,265 BARDSDALEAVENUE 870 7500 6300 940 8900 76007 23 VEN 24.165 FILLMORE, JCT. RTE. 126 1000 10600 91004 24 At-A R I.A47 JCT. RTES, 580 AND 980 12100 150000 1490004 24 ALA R 3.063 OAKLAND,

4 24 ALA R 4.152 OAKLAN

4 24 ALA R 5.117 OAKLAND, JCT. RTE. 13

N STREET

L2TOO

7r7004 24 ALA R 5.65 CALDECOTT I.ANE t22O0 154000 151000 12800 161000 158000

12800

L2800

4 24 At-A R 6.241 COSTA LINE

COSTA COUNTY LINE

AVEN

R24

24

24

4

4

4

cc

cc 1.196 BOULEVARD

R 0.4 FISH RANCH ROAD

0

131004 24 CC R 2.319 CAMTNO PABLO 13100 lb5uuu 162000 1.3700 175000 1690004 24 CC R 3.473 SAINT STEPHENS 13700 17s000 169000 13600 176000 1700004 24 CC R 4.397 ACALANES ROAD

4 24 CC R 6.512 LAFAYETTE, OAK HILL FIRST STREET

cc R 7.6s6 HILL ROAD

cc 9.119 WALNUT CREEK, JCT. RTE. 680

13600 776000 t70000 t3700 178000 172000

13700

1550024

4

4

5 25 MON O JCT. RTE.198 30 130 1005 2s MON T7.75 MONTEREY/SAN BENITO COUNTY LINE 30 lJU 1005 25 SBT O MONTEREY/SAN BENITO COUNTY LINE 70 3E0 3005

5 25 SBT

7,3 BITTER

21.47 146 WEST

70

70

25 CITY

5 25 SBT 39.533 PAtCt PANOCHE ROAD L20 980

240

760 240 2300 19005 25 SBT 49.Or4 VIEW ROAD

5 25 SBT 52.194 BRIGGS RD E 1400 19300 18000 1500 16800 16500255 SBT 54.048 lCT. RTE. 156 1500 16800 16500 2200 20800 20000

5 25 SBT 55.134 HUDNER LANE 1600 19700 18700 1600 1970-18700-

Page 52

Apprruorx B

lrur¡RSEcnoru ANALysls WoRKSHEETS

Exlsrtruc CoNDtnoNS

AM sun Aug 30, 2015 12:40:57 Page 1-1

Vilayne J. Sand and Gravef Mine Project Traffic StudyExisting

Morning Peak Hour

Scenario

command:Vol-ume:Geometry:Impact Fee:Trip Generation:Trip DistributionPaths:Routes:Configuration:

Scenario ReportAM

AM

AM

Exi st ingDefault Impact FeeAM

AM

Default PathsDefault RoutesExi sting

Traffix 7.6.0115 (c) 2003 Dowling Assoc. Licensed to URS CORP., SANTA ANA, CA

AM Sun Aug 30, 2075 12:40:53 Page 2-I

wayne J. Sand and Gravel- Mine Project Traffic StudyExisting

Morning Peak Hour

Impact Analysis ReportLevel Of Service

Intersection BaseDeI/ v/

Los Veh C

# 1 Moorpark Avenue (SR-23) at Los A xxxxx 0.532

# 2 Moorpark Avenue (SR-23) at Hig A xxxxx 0.544

# 3 Grimes canyon Road (SR-23) at B 0.0 0.685

# 4 Grirnes Canyon Road South at Br A 9.0 0.000

# 5 Grimes Canyon Road South at Lo C xxxxx 0.706

# 6 A Street (SR-23) at Ventura St B xxxxx 0.631

# 7 Grimes Canyon Road (SR-23) at A 7.6 0.000

+ 8 hlal-nut Canyon Road (SR-23) at E xxxxx 0.903

# 9 Moorpark Avenue (SR-23) at Poi A xxxxx 0.564

# 10 Spring Road at Los Angel-esAve B xxxxx 0.679

FutureoeI,/ v /

LOS Veh C

A xxxxx 0.532

A xxxxx 0.544

B 0.0 0. 685

A 9.0 0.000

C xxxxx 0.706

B xxxxx 0.631

A 7.6 0.000

E xxxxx 0.903

A xxxxx 0.564

B xxxxx 0.679

Changean

+ 0.000 v,/c

+ 0.000 V/c

+ 0.000 D/v

+ 0.000 D,/v

+ 0.000 V/c

+ 0.000 v,/c

+ 0.000 D/v

+ 0.000 v/c

+ 0.000 V/c

+ 0.000 V/c


AM Sun Aug 30, 2OL5 1,2:40:53 Page 3-1

Wayne ,J. Sand and Gravel Mine Project Traffic StudyExisting

Morning Peak Hour

Level Of Service Computation ReportICU 1(Loss as Cycle Length å) Method (Base Vofume Afternative)

********************************************************************************Intersection #1 Moorpark Avenue (SR-23) at Los Angel-esAvenue (SR-118) [City of M********************************************************************************CycÌe (sec): 100 Critical- Vol./Cap. (X): 0.532Loss Time (sec) : 10 (Y+R : 4 sec) Average Delay (sec/veh) : xxxxxxOptlnal Cycte: 35 Levef Of Service: A********************************************************************************Approach: North Bound South Bound East Bound West BoundMovement] L - T - R L - T - R L - T - R L _ T - R

-r---------ll---------ll---------ll---------------lControl-: Split Phase Split Phase Protected ProtectedRights: Ovf Ovl- Incfude OvlMin.Green: 0 0 0 0 0 0 0 0 0 0 0 0

Lanes: 1 1 0 0 1 1 0 1! 0 1 1 O 2 1 0 1 0 2 0 1

-t---------ll---------ll---------ll---------------lVolume Module:Base Vol:Growth Adj: 1

Initíal Bse:User Adj: 1

PHF Adj: 1

PHF Volume:Reduct Vol:Reduced Vof:PcE Adj: 1

MLF Adj: 1

Final- Vol. :

660066000066

0

66000066

1331 .00

1331.001.00

1330

1331.001 .00

133

]_52 54 921 .00 1.00 1 .00r52 54 92

1 .00 1.00 1 .001 .00 1.00 1 .00752 54 92

000r52 54 92

1 .00 1.00 1.001 .00 1 .00 1 .00r52 54 92

t---------------

3B003B000038

038000038

103 780 191.00 1.00 1.00103 780 79

1.00 1.00 1.001.00 1.00 1.00103 780 79

000103 780 19

1.00 1.00 1.001.00 1.00 1.00103 780 L9

t--------------l

TI2 801 IL61 .00 1.00 1 .00TI2 801 IL6

1 .00 1.00 1.001 .00 1.00 1.00Lr2 801 116

000TI2 BO1 tI6

1 .00 1.00 1.001 .00 1.00 1.00Lr2 801 116

t---------------lSaturation Ffov¡ Modufe:Sat/Lane: 1600 1600 1600Adjustment: 0.94 1.00 0.94Lanes: 1.00 1.00 1.00Finaf Sat.: 1500 1600 1500

-t---------Capacity Analysis Module:vol/Sat: 0.03 0.04 0.09 0.07 0.07 0.06 0.07 0. 17 0. 18 0.07 0.25 0.08Cfit MOVeS i *++ * **** **** ************************************************************************************

1600 16000.94 1.001.53 0.472295 152

1 6000. 941.001500

1 6000.941 .001500

00 160000 0.9493 0.0786 L07

1600 16000.94 1.001 .00 2 .001s00 3200

1 6000.941.001500

I61.2.46

Traffix 7.6.0115 (c) 2003 DowÌing Assoc. Licensed to URS CORP., SANTA ANA' CA

AM Sun Aug 30, 2015 !2:40:.53 Page 4-1

Wayne J. Sand and Gravel- Mine Project Traffic StudyExisting

Morning Peak Hour

Level Of Service Computatlon ReportICU 1 (Loss as Cycle Length å) Method (Base Volume Al-ternative)

Intersection #2 Moorpark Avenue (SR-23) at High Street ICity of Moorpark]

Cycle (sec):Loss Time (sec) :

Optimal Cycle:

10010 (Y+R :36

Critical- Vol . ,/Cap . (X ) :

4 sec) Average Del-ay (sec,/veh) :

Level Of Service:

0.544xxxxxx

A

Approach: North BoundMovement: L - T - R

-t---------------lControl: PermittedRights: IncfudeMin.Green: 0 0 0Lanes: 0 1 0 0 1

South Bound East BoundL-T-RL-T_R

| --------------- | I --------------- |

Permitted Split PhaseIncfude Include

0000001 0 0 1 0 0 0 1! 0 0

| --------------- | I --------------- |t---------------l

West BoundL-T-R

t---------------lSplit Phase

Incfude000

01001t---------------l

Vol-ume Module:Base Vol: 23 300Growth Adj : 1.00 1 .00Initiaf Bse: 23 300User Adj : 1.00 1 .00PHF Adj : 1.00 1 .00PHF Volume:Reduct Vol:Reduced VolPCE AdJ:MLF AdJ:FinaÌ Vol.:

-t---------------lSaturation Flow Modufe:Sat/Lane: 1600 1600 1600Adjustment: 0.94 1.00 O.94Lanes: 0.07 0.93 1.00Final- Sat. : 107 1486 1500

111 .00

111 .001 .00

11

2 r'71.00 1.00

2r11.00 1.001.00 1.00

21.

1.0027

1.001 .00

184 721 .00 1 .00r84 72

T1 2I00

I1 2T00 1.0000 1.001,1 21

1.00 1

1.00 1

r84

184 72 I31tt

1 600ôq¿

1.001 500

3000

3001 .001 .00

300

2221 .00

2221 .001 .00

2220

2221.001.00

222

r21 3r11.00 1.00721 3r7

1 .00 1.001 .00 1.0072'7 3r't

r311 .00

r311 .001.00r31

0072'7

1.001.00

)?0

)?1 .001 .00

ZJ

3r'71.00 1

1.00 1

11000011

0184

1.001.00

2

02

1.00 1

1.00 1

2

000072

0t20000

r311.001.00

r2'7 3r'7

1

1

1600 16000.94 1.000. 94 0.061408 98

| --------------- | I --------------- |

1600 1600 16000.94 1.00 0.941 .00 0. 97 0.031500 1546 50t---------------l

000042

680 7BB

1 6000.940.05

aÊ

I61.0.

1 6000.940.53

t---------------l | --------------- | I --------------- |

Capacity Anal-ysis Modufe:Vol/Sat: 0.01 0.20 0. 15 0.08 0.21 0.22 0.03 0.03 0.03 0.13 0.12 0.09crit Moves: **** **** **** ************************************************************************************


AM Sun Aug 30, 2015 12:40:53 Page 5-1

Iliayne J. Sand and Gravel Mine Project Traffic StudyExistang

Morning Peak Hour

Levef Of Service Computation Report2000 HCM Unsignalized Method (Base Volume Al_ternative)********************************************************************************

Intersection #3 Grimes Canyon Road (SR-23) at Broadway Road Icounty of Ventura]********************************************************************************Cycle (sec) : 1 Critical Vol .,/Cap. (X) : 0.685Loss Time (sec): 0 (Y+R : 4 sec) Average Delay (sec/veh): 9.8Optimaf CycJ-e: 0 Level- Of Service: B********************************************************************************Approach: North Bound South Bound East Bound West BoundMovement: L - T - R L - T _ R L - T - R L - T - R

-t--------- ll--------- |--------- |---------------lControl-: Yield Sign Stop Sign Stop Sign Stop SignRights: Include Include Include IncludeLanes: 1 0 1 0 0 0 0 0 1 0 0 0 1! 0 0 0 0 0 0 0

t --------------- | --------------- | --------------- l t --------------- l

Vol-ume Moduf e:Base Vol: 24 713Growth Adj : 1.00 1.00Initial- Bse: 24 713User Adj: 1.00 1.00PHF Adj : 1 .00 1.00PHF Vofume: 24 7'73Reduct Vol-: 0 0Final Vol. : 24 I13

0

1 .000

1 .001.00

0

00

0 4961.00 1.00

o 4961.00 1.001.00 1.00

0 49600o 496

641.00

641 .001 .00

640

64

3301.00 1.00

3301 .00 1.001 .00 1 .00

33000

330

351.00

?tr

1.001.00

350

35

01.00 1

01.00 1

1.00 1

0

00

0

00r00000

0

00

1

1

1

000

00000

0

00

t --------------- | --------------- | --------------- | --------------- l

Saturatlon Fl-ow Modufe:Sat/Lane: 0 0 0 0 0 0 0 0 0 0 O 0Ad¡ustment: 1.00 1.00 1 .00 1 .00 1 .00 1 .00 1 .00 1.00 1.00 1 .00 1.00 1.00Lanes: 1.00 1.00 0.00 0.00 0.89 0.11 0.49 0.00 0.51 0.00 0.00 0.00Final Sat. : 523 523 0 0 125 93 745 0 153 0 0 0

-t--------- |--------- |--------- |---------------lCapacity Analysis Module :

Vol,/Sat: 0.05 0.33 0.00 0.00 0. 68 0. 68 0.23 0.00 0.23 0.00 0. O0 0.00crit Moves. **** **** **** ****Green/Cycle: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.OOvolume/Cap: 0.05 0.33 0.00 0.00 0.68 0.68 0.23 0.00 0.23 0.00 0.00 O.OODelay/Veh: 1.2 3.5 0.0 0.0 13.5 13.5 2.4 0.0 2.4 0.0 0.0 O.ODelayAdj: 1.001.00 1.00 1.001.00 1.00 1.001.00 1.00 1.001.00 1.00AdjDeJ-/veh: 1.2 3.5 0.0 0.0 13.5 13.5 2.4 0.0 2.4 0.0 0.0 0.0DesignQueue: 0 0 0 0 0 0 0 0 0 0 0 0********************************************************************************


AM Sun Aug 30, 2015 72:4O:53 Page 6-1

Wayne ,f. Sand and Gravel_ Mine Project Traffic StudyExist ing

Morning Peak Hour

Leve1 Of Service Computation Report2000 HCM Unsignalized Method (Base Volume Alternative)********************************************************************************

Intersection #4 Grimes Canyon Road South at Broadway Road ICounty of Ventura]********************************************************************************Average Del-ay (sec/veh): 5.9 úlorst Case Levet Of Service: A[ 9.0]********************************************************************************Approach: North Bound South Bound East Bound West BoundMovement: L - T - R L - T - R L - T - R L - T - R

-t--------- |--------- |--------- |---------------lControl: Stop Sign Stop Sign Uncontrofled Uncontrol_l-edRights: Include Include Include IncfudeLanes: 0 0 11 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0

-t--------- |--------- |--------- |---------------lVofume Module:Base Vol-: B 0 73 0 0 0Growth Adj : 1.00 1 .00 1 .00 1 .00 1.00 1 .00fnitiaf Bse:User Adj:PHF Adj:PHF Vo1ume:Reduct Vof:Final- Vol. :

-t--------- |--------- |--------- |---------------lCriti-caf Gap Module:critical Gp: 6.4 xxxx 6.2 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 4.1 xxxx xxxxxFofl-ohlupTim: 3.5 xxxx 3.3 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 2.2 xxxx xxxxx

- t --------------- |Capacity Module:Cnffict Vol: 289 xxxx 42Potent Cap.: 706 xxxx 1035Move Cap.: 666 xxxx 1035Volume/Cap: 0.01 xxxx 0.07

- t --------------- |Levef Of Service Modufe:

801.00 1.001.00 1.00

800080

1.001.00

130

13

00.00 1.00.00 1 .00

000000

01 .00

01.001 .00

00

0

38003B0000?a

038

110 211.00 1.001 .00 1.00110 2'7

00110 27

01.001.00

0

00

71102101.00 1 .00 1.00 1.00

01.00 1

1.00 1

0

00

1

1

1.1.

'7

0000

1

01

XYYY YYYYY

xxxx xxxxxxxxx xxxxxXXXX XXXX

xxxxxxxxxxxxxxxx

xxxx xxxx xxxxxxxxx xxxx xxxxxxxxx xxxx xxxxxxxxx xxxx xxxx

45 xxxx xxxxx1576 xxxx xxxxx1576 xxxx xxxxx0.07 xxxx xxxx

\

Queue: xxxxx xxxxStopped Del:xxxxx xxxxLOS by Move: * *Movement: LT - LTRShared Cap.: xxxx 981SharedQueue: xxxxx 0 .3Shrd StpDef:xxxxx 9.0Shared LOS: * AApproachDel : 9.0ApproachlOS: A

xxxxxxxxxx

_RTxxxxxxxxxxxxxxx

xxxxx xxxxxxxxx xxxx**

LT _ LTRxxxx lYvv


xxxxxx*

XXXXXxxxxx

-RTxxxxxXXXXXXXXXX

xxxxx xxxxXXXXX XXXX**

LT - LTRxxxx xxxx


IYYV9Y*

xxxxxXXXXX

-RTvYvvv

YYYYY

xxxxx

0.2 xxxx7.5 xxxxA*

LT - LTRxxxx xxxx0.2 xxxx7 .5 xxxxA*

XYYYYT

xxxxxxxxxx

_RTXXXXXxxxxx

Traffix 7.6.0115 (c) 2003 DowJ-ing Assoc. Licensed to URS coRp., SANTA ANA, cA

AM Sun Aug 30, 2015 72:40:.53 Page 7-1

Wayne J. Sand and Gravel Mine Project Traffic StudyExistr-ng

Morning Peak Hour

Level Of Service Cornputation ReportfCU 1 (Loss as Cycfe Length 8) Method (Base VoÌume Alternative)

********************************************************************************Intersection #5 crimes Canyon Road South at Los Angel-es Avenue (SR-118) [County********************************************************************************Cycl-e (sec): 100 Critical Vol./Cap. (X): 0.706Loss Time (sec) : 10 (Y+R : 4 sec) Average Delay (sec/veh) : xxxxxxOptimal Cycle: 51 Level Of Service: C********************************************************************************Approach: North Bound South Bound East Bound West BoundMovement: L - T - R L - T - R L - T - R L - T - R

-t--------- |--------- l l--------- l l---------------lControl-: Split Phase Sp1it Phase Protected ProtectedRights: Tncfude Incl-ude fnclude Incl-udeMin.creen: 0 0 0 0 0 0 0 0 0 0 0 0Lanes: 0 0 0 0 0 0 0 1! 0 0 1 0 1 0 0 0 0 1 0 1

r --------------- | --------------- l l --------------- l l --------------- l

Vofl.me Modul-e:Base Vol-:Growth Adj: 1

Initiaf Bse:User Adj: 1

PHF Adj: 1

PHF Vofume:Reduct Vol:Reduced Vof:PCE Adj: 1

MLF Adj: 1

Final Vol. :

000

00000

000

0000

0

0

1 .000

1.001.00

0

0

0

1.001.00

0

1

0

000

0000

0

0

0

0000

0

4'7 0 rL2 52 190 0 0 159 181.00 1.00 1 .00 1.00 1.00 1.00 1.00 1.00 1.00

41 0 1r2 52 790 0 0 159 181.00 1.00 1 .00 1.00 1.00 1.00 1.00 1.00 1.001.00 1.00 1.00 1.00 1.00 1.00 1 .00 1.00 1.00

41 0 7r2 52 '790 0 0 759 18000000000

41 0 7r2 52 190 0 0 159 181 .00 1 .00 1 .00 1.00 1.00 1.00 1 .00 1.00 1.001 .00 1.00 1 .00 1 .00 1.00 1.00 1.00 1.00 1.00

41 0 rr2 52 190 0 0 159 18

| --------------- | I --------------- | t--------------- |

1 .000 .701-1-21

1

1

1

1

Saturation Flow ModufeSat/Lane: 1600 1600Adjustment: 1.00 1.00Lanes: 0.00 0.00Final Sat.: 0 0

1 6001 .000 .00

0

1600 16001.00 1.000.30 0.00413 0

1 6001.001.001 600

1 6001.001 .001 600

00 160000 1.0000 1.000 1600

1 6001.001.001 600

1 600 T61.0.

161.0.

000000

0

Capacity AnalysisVol,/Sat: 0.00Crit Moves:

Modul-e:0.00 0.00 0.10 0.00 0.10 0.03 0.49 0.00 0.00 0.47**** **** ****

0.01


AM Sun Aug 30, 2075 12:40:53 Page B-1

Wayne J. Sand and Gravel Mj-ne Project Traffic StudyExisting

Morning Peak Hour

Level- Of Service Computation ReportICU 1(Loss as Cycl_e Length ?) Method (Base VoJ-ume Afternative)********************************************************************************

Intersection #6 e Street (SR-23) at Ventura Street (SR-126) tCity of Fillmorel********************************************************************************Cycle (sec) : 100 Critical Vo1. /Cap. (X) : 0.631Loss Time (sec) : 10 (Y+R : 4 sec) Average Delay (sec/veh) : xxxxxxOptimaÌ Cycle: 43 Levef Of Service: B********************************************************************************Approach: North Bound South Bound East Bound ülest BoundMovement: L - T - R L - T - R L - T - R L - T - R

-t--------- |--------- |--------- |---------------lControl-: Protected Protected protected protectedRights: Inc.l-ude Include Incfude IncludeMin.creen: 0 0 0 0 0 0 0 0 0 0 0 O

Lanes: 1 0 0 1 0 1 0 0 1 0 1 0 1 1 0 1 0 1 1 0-t--------- |--------- |--------- |---------------l

Volume Modufe:Base Vol: 133 118 106 18 782 54 35 49I 159 155 i9O 45Growth Adj : 1.00 1 .00 1 .00 1.00 1.00 1.00 1 .00 1.00 1.00 1.00 1.00 1. OOInitial- Bse: 133 118 106 18 IB2 54 35 49I 159 155 i9O 45user Adj : 1.00 1.00 1.00 1 .00 1.00 1 .00 1 .00 1 .00 1.00 1 .00 1. OO 1. O0PHF Adj : 1.00 1.00 1.00 1 .00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1. OOPHF Vol-ume: 133 118 106 18 782 54 35 497 159 155 i90 45Reduct Vol: 0 0 0 0 0 0 0 0 0 0 O O

Reduced Vol-: 133 118 106 1B I82 54 35 49I 159 155 i9O 45PcE Adj : 1.00 1.00 1.00 1 .00 1 .00 1.00 1 .00 1.00 1.00 1 .00 1.00 1. OOMLF Adj : 1.00 1 .00 1 .00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1. OOFinaf Vol.: 133 118 106 18 782 54 35 49I 159 155 19O 45

t --------------- | --------------- | --------------- | --------------- l

Saturation Flow Modul-e:sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600Adjustment: 1.00 1 .00 1 .00 1.00 1 .00 1.00 1.00 1.00 1. 00 1 .00 1.00 1. OOLanes: 1.00 0.53 0.41 1.00 0.77 O.23 1.00 1.51 0.49 1.00 1.89 0.11Finaf Sat.: 1600 843 151 7600 7234 366 7600 2411 783 1600 3028 I'72

-t--------- |--------- |--------- |---------------lCapacity Analysis Module :

Vof /Sat: 0.08 0.14 0.14 0.05 0. 15 0.15 O.02 0.20 O .20 O .1-O O .26 O.26crit Moves. **** **** **** ************************************************************************************

Traffix 7.6.0115 (c) 2003 Dowling Assoc. Licensed to URS coRp., SANTA ANA, cA

AM Sun Aug 30, 2OI5 12:40:53 Page 9-1

Wayne J. Sand and Gravel- Mine Project Traffic StudyExisting

Morning Peak Hour

Level Of Service Computation Report2000 HCM Unsignalized Method (Base Vol-ume Al-ternative)

********************************************************************************Intersection #7 Grimes Canyon Road (SR-23) at Wayne's Way [County of Ventura]********************************************************************************Average Delay (sec/veh): 0.1 Worst Case Levef Of Service: A[ 1 -61********************************************************************************Approach: North Bound South Bound East Bound West BoundMovement: L - T - R L - T - R L - T - R L - T - R

-r---------ll---------ll---------ll---------------lControl: Uncontroffed Uncontrol-l-ed Stop Sign Stop SignRights: Incfude Incl-ude Include IncludeLanes: 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1! 0 0

t --------------- | --------------- l l --------------- l l --------------- l

Vol-ume Modul-e:Base Vol: 0 206Growth Adj : 1.00 1 .00Initial- Bse: O 206User Adj : 1.00 1.00PHF Adj : 1.00 1.00PHF VoÌume: 0 206Reduct Vof: 0 0Final Vol-.: 0 206

Criticaf Gap Modufe:Critical Gp:xxxxx xxxx xxxxxFol-l-owupTim: xxxxx xxxx xxxxx

-l---------------lCapacity Modufe:Cnfl-i-ct Vof : xxxx xxxx xxxxxPotent Cap.: xxxx xxxx xxxxxMove Cap.: xxxx xxxx xxxxxVolume/Cap: xxxx xxxx xxxx

-t---------------lLevef Of Service Module:Queue: xxxxx xxxx xxxxxStopped Del-:xxxxx xxxx xxxxxLOS by Move: * * *Movement: LT - LTR - RT

Shared Cap.: xxxx xxxxSharedQueue:xxxxx xxxxShrd StpDel:xxxxx xxxxShared LOS: * *ApproachDel: xxxxxxApproachlOS: *

'-'658800000001 .00 1.00 1.00 1 .00 1.00 1.00 1 .00 1 .00 1.00

658800000001.00 1 .00 1.00 1 .00 1. 00 1.00 1 .00 1.00 1.001.00 1.00 1.00 1 .00 1.00 1.00 1 .00 1.00 1.00

658800000000000000006s880000000

|--------- ll--------- ll---------------l

4.1 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx2.2 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx

t--------------- | | --------------- | I --------------- |

2I2 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx1370 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx1370 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx0.00 xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx

| --------------- | I --------------- | I --------------- |

61 .00

6

1 .001 .00

6

06

0.01.6A

LT

XXXXXXXX

- LTR

xxxxxxxxxx

_RT


LT _ LTR

xxxxxxxxxx

-RT

xxxxx xxxx xxxxxxxxxx xxxx xxxxx***

LT_LTR-RTxxxxxXXXXXXXXXX

XXXXXXXXXXXXXXX

xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 0

0.0 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx7.6 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxxA*******xxxxxx xxxxxx xxxxxx***

Traffix 7.6.0115 (c) 2003 Dowling Assoc. Licensed to URS CORP.' SANTA ANA, CA

AM Sun Aug 30, 2015 12:40:53 Page 10-1

þlayne ,f. Sand and Gravel Mine Project Traffic StudyExisting

Morninq Peak Hour

Level Of Service Computation ReportICU 1(Loss as Cycle Length å) Method (Base VolÌjme Alternative)

********************************************************************************Intersection #8 Wafnut Canyon Road (SR-23) at Casey Road ICity of Moorpark]********************************************************************************cycl-e (sec) : 100 critical Vol . ,/cap. (X) : 0 . 903Loss Time (sec) : 10 (Y+R : 4 sec) Average Defay (sec/veh) : xxxxxxOptinal Cycle: 100 Level- Of Service: E********************************************************************************Approach: North Bound South Bound East Bound West BoundMovement: L - T - R L - T - R L - T - R L - T - R

-t---------ll---------ll---------ll---------------lControf: Prot+Permit Permitted Protected ProtectedRights: Incl-ude Include Incfude IncludeMin.Green: 0 0 0 0 0 0 0 0 0 0 0 0

Lanes: 1 0 1 0 0 0 0 0 1 0 1 0 0 0 1 0 0 0 0 0

-l---------ll---------ll---------ll---------------lVol-ume Module:Base VoI: 3L4 268 0 0 603 26 '7 0 261 0 0 0

GrowthAdj: 1.001.00 1.00 1.001.00 1.00 1'001.00 1.00 1.001.00 1.00Initiaf Bse: 314 268 0 0 603 26 '7 0 26L 0 0 0

User Adj : !.00 1.00 1 .00 1.00 1.00 1 .00 1 .00 1.00 1.00 1 .00 1.00 1.00PHF Adj : 1.00 1.00 1 .00 1.00 1.00 1.00 1 .00 1.00 1.00 1 .00 1 .00 1.00PHF Volume: 374 268 0 0 603 26 '7 O 267 0 0 0

Reduct Vol-: 0 0 0 0 0 0 0 0 0 0 0 0

Reduced Vol-: 374 268 0 0 603 26 1 0 267 0 0 0

PcEAdj: 1.001.00 1.00 1.001.00 1.00 1.001.00 1.00 1.001.00 1.00MLFAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Final VoÌ.: 314 268 0 0 603 26 1 0 261 0 0 0

-r---------ll---------ll---------ll---------------lSaturation Ffow Modul-e:Sat/Lane: 1600 1600Adjustment: 0.94 1.00Lanes: 1.00 1.00Final Sat.: 1500 1600

-t---------ll---------ll---------ll---------------lCapacity Analysis Module :

VoÌ/Sat: O.2I 0.I1 0.00 0.00 0.39 O.42 0.00 0.00 O.L1 0.00 0.00 0.00Cfit MOVeS. **** **** ************************************************************************************

1 600nq¿0.00

0

1600 16000.94 1.000.00 0. 96

ô 1q?¿

1 6000.940.04

62

1 6000.941 .001 500

00 160000 0.9400 1.000 1500

L61.0.

I60.n

00 1600 160094 1.00 0.9400 0.00 0.00000


AM Sun Aug 30, 2015 12:40:53 Page 11-1

Wayne J. Sand and Gravel- MlneExisting

Morning Peak

Project Traffic Study

Hour

Level Of Service Computation ReportICU 1 (Loss as Cycle Length 8) Method (Base Vol-ume Atternative)********************************************************************************

Intersection #9 Moorpark Avenue (SR-23) at Poindexter Avenue ICity of Moorpark]********************************************************************************Cycle (sec): 100 Critical Vol./Cap. (X): 0.564Loss Time (sec): 10 (Y+R : 4 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 31 Level Of Service: A********************************************************************************Approach: North Bound South Bound East Bound hlest BoundMovement: L - T - R L _ T - R L _ T - R L _ T - R

-j---------------lControl: ProtectedRights: fncfudeMin.Green: 0 0 0Lanes: 1 0 0 1 0

Vofume Modufe:Base Vol: 82 319 10Growth Adj : 1.00 1.00 1.00Initial- Bse: 82 319 10User Adj : 1.00 1 .00 1.00PHF Adj: 1.00 1.00 1.00PHF Vol-ume: 82 319 1-0

Reduct Vol-: 0 0 0Reduced Vof: 82 319 10PCE Adj : 1.00 1 .00 1.00MLF Adj : 1.00 1 .00 1 .00Final- Vol-. : 82 319 10

-t---------------lSaturation Flow Modufe:Sat/Lane: 1600 1600 1600Adjustment: 0.94 1.00 0.94Lanes: 1.00 0.97 0.03Finaf Sat.: 1500 1551 46

-t---------------lCapacity Anafysis Modul-e :

t---------------lProtected

Include000

10101

1600 1600 16000.94 1.00 0.941 .00 1.00 1 .001500 1600 1500

l---------------l

l---------------lSpfit Phase

Include000

01010

1600 1600 16000.94 1.00 0.94r.00 0.21 0.731500 439 1088

l---------------l

l---------------lSplit Phase

Include000

10010l---------------l| --------------- | r--------------- | t--------------- |

1 352 2021.00 1.00 1.00

'7 352 2021 .00 1.00 1 .001 .00 1.00 1 .00

1 352 2020001 352 202

1.00 1.00 1.001 .00 1.00 1 .00

1 352 202t---------------l

228 11 1361 .00 1.00 1.00228 11 136

1 .00 1.00 1.001 .00 1.00 1 .00228 11 736

000228 11 136

1 .00 1.00 1.001 .00 1. 00 1.00228 11 136

l---------------r

51 .00

1.001.00

5

05

1.001.00

5

431.00

431. 001.00

430

431. 001.00

43

131.00

131.001 .00

130

131.001.00

13l---------------l1600 1600 16000. 94 1.00 0. 941.00 0.77 0.231500 1229 348

l---------------l

Vol,/Sat: 0.05 0.21 O .22 0.O0 0 .22 0. 13 0.15 0.03 0. 13 0.00 0.03 O. 04crit Moves. **** **** **** ************************************************************************************

Traffix 7.6.0115 (c) 2003 Dowllng Assoc. Licensed to URS CORP., SANTA ANA, CA

AM Sun Aug 30, 2015 12:40:53 Page 12-1

vilayne J. Sand and Gravel- Mine Project Traffic StudyExisting

Morning Peak Hour

Level Of Service Computation ReportIcU 1 (Loss as cycfe Length t) Method (Base Vol-ume Afternative)

********************************************************************************Intersection #10 Spring Road at Los AngelesAve (SR-118) [City of Moorpark]********************************************************************************Cycle (sec): 100 Critical Vol./Cap. (X): 0-619Loss Time (sec): 0 (Y+R = 4 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: '7I Levef Of Service: B********************************************************************************Approach: North Bound South Bound East Bound l¡lest BoundMovement: L - T _ R L - T - R L - T - R L - T - R

-l---------ll---------ll---------ll---------------lControl: Protected Protected Protected ProtectedRights: Include Ovl Incl-ude Ovl-

Min.Green: O 0 0 0 0 0 0 0 0 0 0 0

Lanes: 2 0 1 1 0 2 0 1 0 1 2 O 2 0 1 1 O 2 0 1

r---------------ll---------------ll---------------ll---------------lVofume Modul-e:Base Vol-: 193Growth Adj : 1.00Initial- Bse: 193User Adj : 1.00PHF Adj : 1.00PHF Vofume: 193Reduct Vol: 0

Reduced Vol: 193PcE Adj : 1.00MLF Adj : 1.00Final- Vof. : 193

Saturation Flow ModuleSat/Lane: 1600 1600Adjustment: 0.94 1.00Lanes: 2.00 1.58Finaf Sat. : 3000 2529

3131 .00

3131 .001 .00

3130

3131 .001 .00

313

8300830000B3

0B30000B3

3621 .00

?6)1 .001 .00

3620

3621 .001 .00

362

4101.00

4101.001.00

4100

4101 .001 .00

410

541 .00

541 .001 .00

540

541 .001 .00

54

7281.00

1281.001 .00

12B0

r281 .001.00r28

9931.00

9931.001.00

9930

9931.001. 00

993

2101.00

2101.001.00

2700

2701 .001.002r0

00

000012

012000012

9'7 0

1 .00910

1.001.00

9100

9701 .001.00

910

2841.00

2841.001.00

2840

2841.001.00

284

1

1

1,

1

1

1

1

1

1

1

t--------------- l l----- --------- l l---------------l l---------------l1 600nq¿

Î)629

1 600o.942.003000

00 160000 0.9400 1.0000 1500

1600 16000.94 1.002.OO 2.003000 3200

16000 .941.001500

1 6000.941 .001 500

1 6001.002.003200

1 6000.941.001500

761.1.1,6

-r---------ll---------ll---------ll---------------lCapacity Analysis Module:vol,/Sat: 0 .06 0 .I2 0.13 0 .I2 O.26 0.04 0.04 0. 31 0.14 0.05 0.30 0. 19

crit Moves. **** **** **** ************************************************************************************

Traffix 7.6.0115 (c) 2003 Dowlj-ng Assoc. Licensed to URS CORP., SANTA ANA, CA

PM Sun Aug 30, 2015 12:42:08 Page 1-1

Wayne J. Sand and Gravel Mine Project Traffic StudyExistrng

Evening Peak Hour

Scenario

Command:Volume:Geometry:Impact Fee:Trip Generation:Trip Distribution:Paths:Routes:Configuration:

Scenarlo ReportPM

PM

PM

ExistingDefaul-t fmpact FeePM

PM

Defauft PathsDefault RoutesExi st ing

Traffix 7.6.0115 (c) 2003 Dowling Assoc. Licensed to URS CORP., SANTA ANA' CA

PM Sun Auq 30, 2015 12:42:09 Page 2-1

Wayne J. Sand and Gravel Mlne Project Traffic StudyExisting

Evening Peak Hour

Intersection

Moorpark Avenue (SR-23) at Los

Moorpark Avenue (SR-23) at Hig

Grimes Canyon Road (SR-23) at

Grimes Canyon Road South at Br

Grimes Canyon Road South at Lo

A Street (SR-23) at Ventura St


Walnut Canyon Road (SR-23) at

Moorpark Avenue (SR-23) at Poi

Spring Road at Los Angel-esAve

Impact Analysis ReportLevel- Of Service

BaseDeI/ v/

LOS Veh C

B xxxxx 0.639

A xxxxx 0.595

B 0. 0 7.024

A 9.1 0.000

C xxxxx 0.719

D xxxxx 0.811

B 13 .3 0.000

B xxxxx 0.647

B xxxxx 0.654

C xxxxx 0.715

#1fr¿

#3+4#5#6#7#8#e# 10

Futureoel-/ V/

LOS Veh C

B xxxxx 0.639

A xxxxx 0.595

B 0. o I.o24

A 9.1 0.000

C xxxxx 0.719

D xxxxx 0.811

B 13.3 0.000

B xxxxx 0.647

B xxxxx 0.654

C xxxxx 0.715

Changein

+ 0.000 v,/c

+ 0.000 v,/c

+ 0.000 D/v

+ 0.000 D/V

+ 0.000 v,/c

+ 0.000 v,/c

+ 0.000 D,/V

+ 0 .000 v,/c

+ 0.000 v,/c

+ 0.000 v,/c


PM Sun Aug 30, 2015 t2:42:09 Page 3-1

!ùayne J. Sand and Gravel Mine Project Traffic StudyExisting

Evening Peak Hour

Level Of Service Computation ReportICU 1 (Loss as Cycl-e Length 8) Method (Base Volume Afternative)********************************************************************************

Intersection #1 Moorpark Avenue (SR-23) at Los AngelesAvenue (SR-118) tCity of M********************************************************************************Cycle (sec) : 100 Critical Vol-.,/Cap. (X) : 0.639Loss Time (sec) : 10 (Y+R : 4 sec) Average Delay (sec/veh) : xxxxxxOptimal- Cycle: 43 Level- Of Service: B********************************************************************************Approach: North Bound South Bound East Bound !ùest BoundMovement: L - T _ R L _ T - R L - T _ R L - T - R

-t--------- l t--------- |--------- |---------------lControl-: SpJ-it Phase Split Phase protected protectedRights: Ovl- Ovl Incl-ude OvfMin.Green: 0 0 0 0 0 0 0 0 0 O O O

Lanes: 1 1 0 0 1 1 0 1! 0 1 1 0 2 1 0 1 0 2 0 1

-t--------- |--------- |--------- |---------------lVol-ume Module:Base Vol: 41 64 131 2O0 96 106 729 923 25 255 9I4 91GrowthAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Initial- Bse: 4L 64 131 2O0 96 106 I29 923 25 2SS 914 91user Adj : 1 .00 1.00 1.00 1 .00 1.00 1.00 1 .00 1.00 1.00 1 . O0 1.00 1. OOPHF Adj : 1.00 1.00 1 .00 1 .00 1.00 1 .00 1 .00 1.00 1.00 1 .00 1.00 1. OOPHF Volume: 47 64 131 20O 96 106 I29 923 25 255 9I4 9iReduct Vol-: 0 0 0 0 0 0 0 0 0 O O O

Reduced Vol: 47 64 131 200 96 106 I29 923 25 255 9I4 9iPcE Adj : 1.00 1.00 1 .00 1 .00 1.00 1 .00 1.00 1.00 1.00 1 . O0 1. OO 1. OOMLFAdj: 1.001.00 1.00 1.001.00 1.00 1.001.00 1.00 1.001.00 1.OOFinal Vol-. : 41 64 131 200 96 106 I29 923 25 255 9I4 91

-l---------ll---------ll---------ll---------------lSaturation Elow Modufe:Sat/Lane: 1600 1600 1600 1600 1600 1600 160o 16oo 1600 1600 16oo 16ooAdjustment: 0.94 1.00 0 .94 0 . 94 1.00 O .94 0. 94 1.00 O.94 0. 94 1. OO O. 94Lanes: 1.00 1 .00 1 .00 1.49 0.51 1.00 7.OO 2.92 0. 08 1 .00 2.00 1 .00Final sat.: 1500 1600 1500 2239 B].2 1500 1500 4673 119 15oo 3200 1500

-t--------- |--------- |--------- |---------------lCapacity Analysis Module:vol/Sat: 0.03.0.04 0.09 O.O90.72 0.07 0.090.20 O.2I O.7':.0.29 0.06crit Moves. **** **** **** ************************************************************************************

Traffix 7.6.0115 (c) 2003 Dowling Assoc. Licensed to URS coRp., SANTA ANA, cA

PM Sun Aug 30, 2015 12:42:09 Page 4-1

Wayne J Sand and Gravel MineExisting


Evening Peak Hour

Level- Of Service Computation ReportICU 1 (Loss as Cycle Length ?) Method (Base VoÌume Alternative)

********************************************************************************Intersection #2 Moorpark Avenue (SR-23) at High Street ICity of Moorpark]********************************************************************************Cycl-e (sec) : 100 Criticaf Vot.,/Cap. (X) : 0.595Loss Tíme (sec): 10 (Y+R : 4 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 40 Level Of Service: A********************************************************************************Approach: North Bound South Bound East Bound West BoundMovement: L - T - R L - T - R L - T - R L - T - R

-r--------- l l--------- r--------- l l---------------lcontrol: Permitted Permitted Split Phase SpJ-it PhaseRights: Incfude Incfude Incl-ude IncludeMin.creen: 0 0 0 0 0 0 0 0 0 0 0 0Lanes: 0 1 0 0 1 1 0 0 1 0 0 0 1! 0 0 0 1 0 0 1

-t---------ll---------ll---------ll---------------lVofume Modu.Ie:Base Vol:Growth Adj: 1

Initial Bse:User Adj: 1

PHF Adj: 1

PHF Volume:Reduct Vol:Reduced Vol:PCE Adj: 1

MLF Adj: 1

Finaf Vol.:

2?

0033000033

022

000033

2251 .00

22s1 .001 .00

2250

2251 .001 .00tt\

21a

1 .00

1.001.00

3370

??f

1 .001 .00

33?

600060000060

060000060

2201 .00

2201 .001.00

2200

220I .001 .00

220

1

1 .001

1 .001 .00

7

01

1.001.00

1

B

1.00I

1.001.00

o

0

8

1.001.00

I

262.00262.00.00262

0262.00.00262

I41 .00

t41 .001 .00

740

741 .001 .00

I4

B11.00

B11 .001.00

810

811 .001 .00

81

1

200020000020

020000020

4I1.001

1

1

1

1

1

1

1.001.00

470

1.001 .00

47

4I

471

1

t --------------- | --------------- l l --------------- l l --------------- l

Saturation Fl-ow ModuleSat/Lane: 1600 1600Adjustment: 0.94 1.00Lanes: 0.13 0.87Final Sat. : 792 7395

1 600o.941 .001 500

1 6000.940.03

46

1 600o.941 .001500

1600 16000.94 1.001 .00 0. 971500 1551

1600 16000.94 1.000 .72 0.29

r1 4 464

1600 16000.94 1 .000.95 0.051424 81

1 6000 .940.59

891

Capacity Analysis Modul-e :

Vol-/Sat: 0 .O2 O .76 0 .22 0.04 0.14 0.15 0.05 0.04 0.05 0.18 0.17 0.05Cfit MOVeS. **** **** **** ************************************************************************************

Traffix 7.6.0115 (c) 2003 DowÌing Assoc. Licensed to URS CORP., SANTA ANA, CA

PM Sun Aug 30, 2015 72:42:09 Page 5-1

Wayne J. Sand and Gravef Mine Project Traffic StudyExisting

Evening Peak Hour

Level Of Service Computation Report2000 HCM Unsignalized Method (Base Volurne Alternative)********************************************************************************

Intersection #3 Grimes Canyon Road (SR-23) at Broadway Road [County of Ventura]********************************************************************************Cycle (sec): 1 Critícal Vol./Cap. (X): 7.024Loss Time (sec): 0 (Y+R : 4 sec) Average Delay (sec/veh): 6.8Optimal- Cycle: 0 Level- Of Service: B********************************************************************************Approach: North BoundMovement: L - T - R

-t---------------lControl: Yield SignRights: IncludeLanes: 1 0 1 0 0

-t---------------lVolume Module:Base Vol: 35 509 0Growth Adj : 1.00 1 .00 1 .00Initial Bse: 35 509 0User Adj : 1 .00 1 .00 1.00PHF Adj : 1 .00 1 .00 1.00PHF Vol-ume: 35 509 0Reduct Vol: 0 0 0Final- VoI.: 35 509 0

LSouth Bound East Bound Í{est Bound

R

l---------------lStop Sign

Incfude00000

l---------------l

T RL-T RL-T| --------------- | I --------------- |

Stop Sign Stop SignIncl-ude Include

0 0 0 1 0 0 0 1! 0 0

| --------------- | | --------------- ¡

1

1

1

1

I1

1

1

1_

0 2r300 1.00o 273

00 1.0000 1 .00o 2r300o 2L3

?R

1 .00?q

1 .001 .00

)c

035

81 01.00 1.00

81 01.00 1.001.00 1.00

81 000

81 0

0000 1.0000

00 1.0000 1.00000000

01 .00

01.001.00

00

0

?2

0033000033

0

-t--------- |--------- |--------- |---------------lSaturation Ffow Module:Sat,/l,ane: 0 0 0 0 0 0 0 0 0 0 0 0Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Lanes : 1.00 1.00 0.00 0.00 0. B6 0 .14 0.71 0.00 0 .29 0 .00 0.00 0.00Final- Sat. : 491 491 0 0 41I 11 232 0 94 0 0 0

t --------------- | --------------- | --------------- | --------------- l

Capacity Analysj-s Module:Vol/Sat: 0 .01 7 .O2 0.00 0.00 0. 45 0.45 0 .35 0. 00 0.35 0.00 0.00 0.00crit Moves: **** **** **** ****Green/Cycfe: 1 .00 1 .00 1.00 1.00 1.00 1 .00 1.00 1.00 1.00 1 .00 1.00 1.00Volume/Cap: 0.01 7.02 0.00 0.00 0.45 0.45 0.35 0.00 0.35 0.00 0.00 0.00Delay/veh: 1.3 49.0 0.0 0.0 5.6 5.6 3.8 0.0 3.8 0.0 0.0 0.0Delay Adj : 1.00 1 .00 1 .00 1 .00 1.00 1 .00 1 .00 1.00 1.00 1.00 1.00 1.00AdjDel,/veh: 1.3 49.0 0.0 0.0 5.6 5.6 3.8 0.0 3.8 0.0 0.0 0.0DesignQueue: 0 0 0 0 0 0 0 0 0 0 0 0********************************************************************************

Traffj-x 7.6.0115 (c) 2003 DowJ-ing Assoc. Licensed to URS CORP., SANTA ANA, CA

PM Sun Aug 30, 201,5 L2:42:09 Page 6-1

Wayne J. Sand and Gravel Mine Project Traffic StudyExisting

Evening Peak Hour

Level- Of Service Computation Report2000 HCM Unsignal-ized Method (Base Volume Alternative)

fntersection #4 Grimes Canyon Road South at Broadvlay Road ICounty of Ventura]********************************************************************************

********************************************************************************Average Del-ay (sec/veh) : 5.3 Worst Case Level- Of Service At 9.11

Approach: North Bound South Bound East BoundMovement: L - T - R L - T - R L - T - R

-t--------- |--------- |---------------lControl: Stop Sign Stop Sign UncontrolledRights: Include Include IncÌudeLanes: 0 0 11 0 0 0 0 0 0 0 0 0 0 1 0

-r--------- |--------- |---------------lVolume Module:Base Vol: 'l 0 103 0 0 0 0 52 I'7crourth Adj : 1.00 1 .00 1 .00 1.00 1.00 1 .00 1.00 1. 00 1.00InitialBse: 1 0 103 0 0 0 0 52 11User Adj : 1.00 1 .00 1.00 1.00 1.00 1 .00 1 .00 1. 00 1.00PHF Adj : 1.00 1 .00 1 .00 1 .00 1.00 1 .00 1 .00 1.00 1.00PHFVoI-ume: 1 0 103 0 0 0 0 52 l1Reduct Vol: 0 0 0 0 0 0 0 0 0

Final Vof .: '7 O 103 0 0 0 0 52 11-t--------- |--------- |---------------rCriticaf Gap Module:Critical Gp: 6.4 xxxx 6.2 xxxxx xxxx xxxxx xxxxx xxxx xxxxxFollowUpTim: 3.5 xxxx 3.3 xxxxx xxxx xxxxx xxxxx xxxx xxxxx--------:---l---------ll---------ll---------------lCapacity Module:Cnflict Vo1: 201 xxxx 6L xxxx xxxx xxxxx xxxx xxxx xxxxxPotent Cap.: 793 xxxx 1010 xxxx xxxx xxxxx xxxx xxxx xxxxxMove Cap.: 770 xxxx 1010 xxxx xxxx xxxxx xxxx xxxx xxxxxVolume/Cap: 0.01 xxxx 0.10 xxxx xxxx xxxx xxxx xxxx xxxx

!ìlest BoundL_T-R

l---------------lUncontroffed

Include01000

t---------------lss300

1.00 1.00 1.005s300

1.00 1.00 1.001.00 1.00 1.00

55300000

55300t---------------l

4.7)) xxxx xxxxxxxxx xxxxx


l---------------l

Queue: xxxxx xxxxStopped Del-:xxxxx xxxxLOS by Move: * *Movement: LT - LTRShared Cap.: xxxx 997SharedQueue : xxxxx 0. 4

Shrd StpDeÌ:xxxxx 9.1Shared LOS: * AApproachDef: 9.IApproachlos: A

xxxxx xxxxx xxxxxxxxx xxxxx xxxx***-RT LT-LTRXXXXX XXXX XXXXxxxxx xxxxx xxxxxxxxx xxxxx xxxx***

vvY?vq*

xxxxxXXXXX

-RTxxxxxxxxxxxxxxx


LT - LTRYvtt vvYY


xxxxxx*

xxxxxxxx

- LTRvvvt

xxxx

xxxxxx

xxxxxXXXXX

-RTxxxxxXXXXXYYYYY

XXXXX

-RTXXXXXXXXXXxxxxx

ALT

0.11.4

0.11¿.

?9!V

A


PM Sun Auq 30, 2015 72:42209 Page 7-1

Wayne J. Sand and Gravel- Mine Project Traffic StudyExistrng

Evening Peak Hour

Level Of Service Computation ReportICU 1 (Loss as Cycle Length å) Method (Base Volume Alternative)********************************************************************************

Intersection #5 Grimes Canyon Road South at Los Angefes Avenue (SR-118) lcounty********************************************************************************Cycle (sec): 100 Critical Vo]./Cap. (X): 0.179Loss Time (sec) : 10 (Y+R = 4 sec) Average Delay (sec/veh) : xxxxxxOptimal- Cycle: 53 Level- Of Servj-ce: C******++************************************************************************Approach: North BoundMovement: L - T - R

-t---------------lControl: Split PhaseRights: IncludeMin.Green: 0 0 0Lanes: 0 0 0 0 0

-t---------------lVol-ume Moduf e:Base Vol: 0 0 0

Growth Adj : 1 .00 1 .00 1.00Initial- Bse: 0 0 0

User Adj : 1.00 1.00 1.00PHF Adj : 1.00 1.00 1.00PHF Vofume: 0 0 0Reduct Vof: 0 0 0Reduced Vof: 0 0 0PcE Adj : 1.00 1.00 1 .00MLF Adj : 1.00 1 .00 1 .00Finaf Vof.: 0 0 0

-t---------------lSaturation Flow Module:sat/Lane: 1600 1600 1600Adjustment: 1.00 1.00 1.00Lanes: 0.00 0.00 0.00Final Sat.: 0 0 0

-t---------------lCapacity Analysis Modul-e :

Vol/Sat: 0.00 0 .00 0.00Crit Moves:

South BoundL-T_R


Include000

0 0 1! 0 0

t---------------l

300611 .00 1.00 1 .00

30061I .00 1 .00 1 .001.00 1.00 1.00

30061000

300611 .00 1.00 1 .001 .00 1.00 1 .00

30061

91 900 01 .00 1.00 1.00

91 900 01 .00 1. 00 1.001 .00 1.00 1.00

91 900 0

00091 900 0

1 .00 1.00 1.001.00 1.00 1. 00

91 900 0

t---------------l

0 152 321 .00 1.00 1.00

0 752 321.00 1.00 1.001.00 1.00 1.00

0 152 32000o 152 32

1.00 1.00 1.001.00 1.00 1.00

o 152 32t---------------l

East BoundL-T_R


Include000

10100t---------------l

West BoundL_T-R

l---------------lProtected

Include000

00101t---------------l

1600 1600 16001 .00 1.00 1.000.33 0.00 0.61521 0 1073

t---------------l

1600 1600 16001.00 1.00 1.001.00 1.00 0.001600 1600 0

l---------------l

1600 1600 16001 .00 1.00 1 .000.00 1.00 1.00

0 1600 1600t---------------l

0 .06 0.00 0.06 0.06 0.56 0.00 0.00 0. 47 0.02**** **** ************************************************************************************

Traffix 7.6.0115 (c) 2003 Dowfing Assoc. Licensed to URS CORP., SANTA ANA, CA

PM Sun Aug 30, 2015 12:42:09 Page 8-1

tdayne J. sand and Gravel- Mine Project Traffic StudyExisting

Evening Peak Hour

Level- Of Service Computation ReportICU 1(Loss as Cycle Length 8) Method (Base Volume Alternative)

********************************************************************************Intersection #6 A Street (SR-23) at Ventura Street (SR-126) [City of Fiffmore]********************************************************************************Cycle (sec): 100 Critical Vo]./Cap. (X): 0.811Loss Time (sec) : 10 (Y+R : 4 sec) Average Delay (sec/veh) : xxxxxxOptimal Cycle: 69 Level Of Service: D********************************************************************************Approach: North Bound South Bound East Bound Í{est BoundMovement: L - T - R L - T - R L - T - R T, - T - R

-t---------ll---------ll---------ll---------------lControl: Protected Protected Protected ProtectedRiqhts: Include Include Include IncludeMin.creen: 0 0 0 0 0 0 0 0 0 0 0 0

Lanes: 1 0 0 1 0 1 0 0 1 0 1 0 1 1 0 1 0 1 1 0

t --------------- | --------------- l l --------------- l l --------------- l

Vol-ume Module:Base Vof: 21-3 262 747 I25 t26 40 13 891 95 77'l 665 68

GrowthAdj: 1.001.00 1.00 1.001.00 1.00 1.001.00 1.00 1.001.00 1.00Initial Bse: 2t3 262 I4I I25 726 40 13 891 95 II'7 665 68

User Adj : l-.00 1 .00 1 .00 1 .00 1.00 1.00 1 .00 1.00 1.00 1 .00 1.00 1.00PHFAdj: 1.001.00 1.00 1.001.00 1.00 1.001.00 1.00 1.001.00 1.00PHF VoÌume: 273 262 74I 725 726 40 13 891 95 IIl 665 68Reduct Vof: 0 0 0 0 0 0 0 0 0 0 0 0

Reduced Vol-: 2I3 262 I4]- 725 126 40 13 891 95 IIl 665 68

PCEAdj: 1.001.00 1.00 1.001.00 1.00 1.001.00 1.00 1.001.00 1.00MLFAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Finaf Vol-.: 273 262 I41- 725 726 40 13 891 95 IIl 665 68

-r--------- t--------- l l--------- l l---------------lSaturation Fl-ow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 l-600 1600Adjustment: 1.00 1 .00 1 .00 1.00 1 .00 1 .00 1 .00 1.00 1.00 1.00 1.00 1.00Lanes: 1.00 0. 65 0.35 1.00 0.76 0 .24 1 .00 1. 81 0. 19 1.00 1. 81 0.19Final- Sat.: 1600 1040 560 1600 I2I4 386 7600 2892 308 1600 2903 29'7

-t---------ll---------ll---------ll---------------lCapacity Analysis Modufe :

Vof/Sat: 0 .I3 0 .25 0 .25 0 .08 0.10 0.10 0.05 0. 31 0.31 0.07 0.23 O.23crit Moves. **** **** **** ************************************************************************************


PM Sun Aug 30, 2015 L2:42:09 Page 9-1


Evening Peak Hour

Levef Of Service Computation Report2000 HCM Unsignalized Method (Base Volume Al-ternative)********************************************************************************

Intersection #7 Grimes Canyon Road (SR-23) at Wayners Way lcounty of Ventura]********************************************************************************Average DeJ-ay (sec/veh): 0.1 Worst Case Level Of Service: Bt 13.31********************************************************************************Approach: North BoundMovement: L - T - R

-l---------------lControÌ: UncontrolledRights: IncludeLanes: 0 0 0 1 0

-t---------------lVolume Module:Base Vol: 0 554 1

Growth Adj: 1.00 1.00 1.00Initial Bse: 0 554 1

User Adj : 1.00 1.00 1 .00PHF Adj : 1.00 1.00 1.00PHF Vol-ume: 0 554 1

Reduct Vol-: 0 0 0Final Vof. : 0 554 1

South BoundL_T_R

t---------------lUncontrolled

Include01000

t---------------l22010

1 .00 1 .00 1 .002 20'7 0

1 .00 1.00 1 .001 .00 1.00 1 .00

2201000022010

East BoundL-T-R

l---------------lStop Sign

Incfude00000

t---------------l

West BoundL-T-R

t---------------lStop Sign

Include0 0 1! 0 0

t---------------l

1

1

1

1

1

1

0000 1.0000

00 1.0000 1.00000000

01.00

01.001.00

0

00

31.00

3

1 .001 .00

303

01.00

01 .001 .00

000

3

003

0000

303

-t--------- |--------- ll--------- |---------------lCriticaf Gap Module:Critical Gp:xxxxx xxxx xxxxx 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.4 xxxx 6.2FollowUpTim:xxxxx xxxx xxxxx 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx 3.3

-r--------- |--------- t--------- |---------------lCapacity Module:Cnflict Vof: xxxx xxxx xxxxx 555 xxxx xxxxx xxxx xxxx xxxxx '766 xxxx 555Potent Cap.: xxxx xxxx xxxxx 1026 xxxx xxxxx xxxx xxxx xxxxx 374 xxxx 535Move Cap.: xxxx xxxx xxxxx 1026 xxxx xxxxx xxxx xxxx xxxxx 373 xxxx 535Volume/Cap: xxxx xxxx xxxx 0.00 xxxx xxxx xxxx xxxx xxxx 0.01 xxxx 0.01

-t--------- r--------- |--------- |---------------lLevel Of Service Module:Queue: xxxxx xxxx xxxxx 0.0 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxxStopped Del:xxxxx xxxx xxxxx 8.5 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxxLOS by Move: * * * A * * * * * * * *Movement: LT - LTR - RT LT - LTR - RT LT - LTR _ RT LT - LTR - RTShared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 440 xxxxxSharedQueue:xxxxx xxxx xxxxx 0.0 xxxx xxxxx xxxxx xxxx xxxxx xxxxx 0.0 xxxxxShrd StpDel:xxxxx xxxx xxxxx 8.5 xxxx xxxxx xxxxx xxxx xxxxx xxxxx 13.3 xxxxxshared Los: * * * A * * * * * * B *ApproachDel: xxxxxx xxxxxx xxxxxx 13.3Approachlos: * * * B


PM Sun Aug 30, 2015 12:42:09 Page 10-1

Wayne ,f. Sand and Gravef Mine Project Traffic StudyExisting

Evening Peak Hour

Level Of Service Computation ReportfCU 1(Loss as Cycle Length å) Method (Base Vol-ume Alternative)

Intersection #8 Walnut Canyon Road (SR-23) at Casey Road [City of Moorpark]********************************************************************************Cycle (sec): 100 Critical Vol./Cap. (X): 0.641Loss Time (sec): 10 (Y+R : 4 sec) Averaqe Delay (sec/veh): xxxxxxOptimal Cycle: 86 Level Of Service: B********************************************************************************Approach: North Bound South Bound East Bound West BoundMovement: L - T - R L - T - R L - T - R L - T - R

-t---------------lControl: Prot+PermitRights: IncfudeMin.Green: 0 0 0

Lanes: 1 0 1 0 0

-t---------------lVolume Modufe:Base Vol: 74 6 653 0crowth Adj : 1.00 1 .00 1 .00InitiaÌ Bse: 146 653 0User Adj : 1.00 1 .00 1 .00PHF Adj : l- .00 1 .00 1 .00PHF Volume: 14 6 653 0Reduct VoÌ: 0 0 0Reduced Vol-: 146 653 0

PcE Adj : 1.00 1 .00 1 .00MLF Adj : 1.00 1.00 1.00Final- VoI.: L46 653 0

Saturation Flow Modufe:Sat/Lane: 1600 1600 1600Adjustment: 0.94 1.00 0.94Lanes: 1.00 1.00 0.00Finaf Sat.: 1500 1600 0

-t---------------lCapacity Analysis Modul-e :

Vol,/Sat: 0.10 0.41 0.00

t---------------lPerrnittedInclude

00000010

l---------------l

1600 1600 16000.94 1.00 0.940.00 0.97 0.03

0 1559 38t---------------l


Include000

10001t---------------l


Include000

00000t---------------l

1 600o.940.00

0

034291 .00 1.00 1 .00

034291 .00 1.00 1 .001 .00 1.00 1.00

0342900003429

1 .00 1.00 1.001.00 1.00 1.00

o3429t---------------l

2081 .00

2081.001.00

2080

208

0001.00 1.00 1.00

0001.00 1.00 1.001.00 1.00 1.00

000000000

1 .00 1.00 1.001 .00 1.00 1 .00

000t---------------l

1001.00 1.00

10 01.00 1.001.00 1.00

100

00

0101 .00 1.00 1.001 .00 1 .00 1.00

10 0 208t---------------l1600 1600 16000.94 1 .00 0. 941 .00 0.00 1.001500 0 1500t---------------t

009400

0

I60.0.

000000

0

I61.0.

o-oo o-22 0.23 0.01 0.00 0.14 0.00 0.00 0.00Cfit MOVeS: **** ************************************************************************************


PM Sun Aug 30, 2015 72:42:10 Page 11-1

Wayne J. Sand and Gravef MineExlsting

Evening Peak


Hour

Level- Of Service Computation ReportfCU 1 (Loss as Cycl-e Length 8) Method (Base Volume Afternative)********************************************************************************

Intersection #9 Moorpark Avenue (SR-23) at Poindexter Avenue [City of Moorpark]********************************************************************************Cycle (sec): 100 Criticaf Vol./Cap. (X): 0.654Loss Time (sec): 10 (Y+R : 4 sec) Average Delay (sec/veh): xxxxxxOptimal CycÌe: 45 Level Of Service: B********************************************************************************Approach: North BoundMovement: L - T - R

-l---------------lControÌ: ProtectedRights: IncludeMin.Green: 0 0 0Lanes: 1 0 0 1 0

-t---------------lVolume Module:Base Vol: 59 31I 24Gro\4rthAdj: 1.00 1.00 1.00Tnítiaf Bse: 59 3'77 2'4

User Adj : 1 .00 1 .00 1.00PHF Adj : 1.00 1 .00 1.00PHF Volume: 59 3'lI 24Reduct Vol: 0 0 0Reduced Vol: 59 31I 24PcE Adj : 1.00 1 .00 1 .00MLF Adj : 1.00 1 .00 1 .00Final- Vof. : 59 31I 24

South BoundL-T-R


Include000

1010rt---------------t

East BoundL-T-R

l---------------lSplit Phase

Incl-ude000

01010l---------------l

Í,¡est BoundL-T-R


Incfude000

10010t---------------l

11 447 25]_ 309 24 126 18 31 191 .00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

11 44t 25I 309 24 126 18 31 191.00 1.00 1.00 1 .00 1 .00 1.00 1.00 1 .00 1.001.00 1.00 1 .00 1 .00 1 .00 1.00 1.00 1.00 1.00

11 447 25I 309 24 126 18 31 19000000000

11 44I 25I 309 24 126 18 31 191 .00 1.00 1 .00 1.00 1.00 1.00 1 .00 1.00 1.001 .00 1.00 1 .00 1.00 1.00 1.00 1 .00 1.00 1.00

11 44I 25L 309 24 726 18 31 L9t--------------- | t--------------- | t--------------- |

Saturation Flor^¡ Module :

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600Adjustment: 0. 94 1 .00 0.94 0. 94 1.00 0.94 0.94 1.00 0. 94 0.94 1.00 0. 94Lanes: 1.00 0.94 0.06 1.00 1.00 1.00 1.00 0.45 0.55 1.00 O.62 0.38Finaf Sat.: 1500 1503 91 1500 1600 1500 1500 122 824 1500 992 570

-r--------- |--------- ll--------- t---------------lCapacity Analysis Module :

vol/Sat: 0 .04 O .25 0 .26 0.01 0.28 0. 17 0.21 0.03 0. 15 0.01 0.03 0.03crit Moves. **** **** **** ************************************************************************************

t---------------l

Traffix 1.6.OI1,5 (c) 2003 Dohrfing Assoc. Licensed to URS CORP./ SANTA ANA, CA

PM Sun Aug 30, 2015 12:42:10 Paqe 72-I


Evening Peak Hour

Level Of Service Computation ReportIcU L (Loss as cycle Length å) Method (Base VoÌume Afternative)

**+*****************************************************************************Intersection #10 Spring Road at Los Angel-esAve (SR-118) [City of Moorpark]********************************************************************************Cycle (sec) : 100 Critical Vol-.,/Cap. (X) : 0.715Loss Time (sec): 0 (Y+R : 4 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 80 Level Of Service: C********************************************************************************Approach: North Bound South Bound East Bound West BoundMovement: L - T _ R L - T - R L - T _ R L - T - R

-r---------ll---------ll---------ll---------------lControf: Protected Protected Protected ProtectedRights: lnclude Ovt Include OvlMin.creen: O 0 0 0 0 0 0 0 0 0 0 0

Lanes: 2 0 1 1 0 2 0 1 0 1 2 0 2 O 1 1 O 2 0 1

r---------------ll---------------ll---------------ll---------------lVolume Module:Base Vol-'. 24'lGrowth Adj : 1.00Initial- Bse: 241User Adj : 1.00PHF Adj : 1.00PHF Vofume: 241Reduct Vol: 0Reduced Vol: 241PCE Adj : 1.00MLF Adj : 1.00Finaf Vol. : 241

3221 .00

3221 .001 .00

?))0

3221.001 .00

322

641 .00

641 .001 .00

640

641 .001 .00

64

404 365 60 111 9BB 341 144 1053 4221.00 1.00 1.00 1.00 1 .00 1.00 1 .00 1.00 1.00404 365 60 111 9BB 341 144 1053 422

1.00 1.00 1 .00 1.00 1 .00 1.00 1 .00 1.00 1.001.00 1.00 1 .00 1 .00 1 .00 1.00 1 .00 1.00 1.00404 365 60 111 988 341 144 1053 422

000000000404 365 60 111 988 34r 144 1053 422

1 .00 1.00 1.00 1 .00 1.00 1.00 1.00 1 .00 1.001 .00 1.00 1.00 1 .00 1.00 1 .00 1.00 1.00 1.00404 365 60 111 988 341 144 1053 422

|--------- lr--------- ll---------------lSaturation Fl-ow ModuÌe :

sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600Adjustment: 0. 94 1 .00 0.94 0. 94 1.00 0.94 0. 94 1 .00 0. 94 0. 94 1.00 0. 94Lanes: 2.0O 7.61 0.33 2.00 1.00 1.00 2.OO 2.OO 1.00 1.00 2.00 1.00Final Sar.: 3000 2669 491 3000 1600 1500 3000 3200 1500 1500 3200 1500

-l---------ll---------ll---------ll---------------lCapacity Analysis Module:vol,/Sat: 0.08 0.12 0. 13 0.13 0.23 0.04 0.04 0.31 0.23 0 . 10 0.33 0.28crit Moves. **** **** **** ************************************************************************************

Traffix 7.6.0115 (c) 2003 Dowling Assoc. Licensed to URS CORP.' SANTA ANA' CA

CEQA Existing Setting AM Sun Aug 30, 2015 12:46:46 Page 1-1

Wayne J. Sand and Gravel Mine Project Traffic StudyCEQA Existing Setting

Morning Peak Hour

Scenario

Command:Vol-ume:Geometry:Impact Fee:Trip Generation:Trip DistributionPaths:Routes:Configuration:

Scenario RePortCEQA Existing Setting AM

AM

AMExistingDefault Impact FeeAMAMDefault PathsDefaul-t RoutesAM Existing

Traffix 7.6.0115 (c) 2003 DowÌing Assoc. Licensed to URS CORP.' SANTA ANA' CA

CEOA Existing Setting AM Sun Aug 30, 20]-5 12246:46 Paqe 2-I

Wayne J. Sand and Gravel Mine Proiect Traffic StudyCEoA Existing Setting

Morning Peak Hour

Zone# Subzone

Trip Generation Report

Forecast for AM

Rate RateAmount Units In Out

Trips TripsIn Out

Total å OfTrips Total-

1- Wayne 'J. San 1.00 MiningZone 1 Subtotal

2 Grirnes Rock 1-.00 Miningzone 2 Subtotal

5 CEMEX Existi 1.00 Miningzone 5 Subtotal

I Rancho San C 1.00 MiningZone 8 Subtotal

2r.oo 15.00

90.00 60.00

294.OO 195.00 294294

90.00 60.00

2I21,

IE

IE3636

90 6090 60

150150

tB.2L8.2

19s19s

489489

59.359.3

4.44.4

90 6090 60

150150

r8.2TB.2

TOTAL 495 330 825 100.0

Traffix 7.6.01-15 (c) 2003 Dowling Assoc. Licensed to URS CORP.' SANTA ANA' CA

CEQA Existing Setting AM Sun Aug 30' 2015 L2:46:46 Page 3-1

Wayne J. Sand and Gravel Mine Project Traffic StudyCEQA Existlng Setting

Morning Peak Hour

Turnj-ng Movement ReportAM

Volume Northbound Southbound Eastbound Vilestbound TotalType Left Thru Right Left Thru Right Left Thru Right Left Thru Right Volume

#1 Moorpark Avenue (SR-23) at Los AngefesAvenue (SR-118) [City of Moorpark]Base 38 66 133 I52 54 92 103 780 19 712 801 116Added0001640000000246Totaf 38 66 133 316 54 92 103 780 79 II2 801 362

#2 Moorpark Avenue (SR-23) at High Street lCity of Moorpark]Base 23 300 222 I21 311 11AddedO246007640Total 23 546 222 I21 481 11

2

02

r'70

11

24664ro

281 6

27 184 L2000

27 184 72

r310

137

137 3410

1783

#3 crimes Canyon Road (

Base 24 I73 0

Added O 246 0Total 24 4]-9 0

3) at Broadway Road lcounty of Ventura]0496643303500oL641100000660653403500

210

8254L2

1.231

2632

265

ICounty of Ventura]0 759 18 r'71800020 759 18 1780

SR-20

00

000

#4 Grimes Canyon Road South at Broadway Road [County of Ventura]Base80130000387110Added0010000001rotaf 8 0 14 0 0 0 0 38 'l 7I]-

#5 Grimes Canyon Road South at Los Angefes Avenue (SR-118)Base O 0 0 41 O L12 52 '79O 0

AddedO00001100rotaf O 0 0 41 0 113 53 '79O 0

#6 A Street (SR-23) at Ventura Street (SR-126) lCity of FilÌmorelBase 133 118 106 18 I82 54 35 49L 159 155 '79O

Added59O9400000881'470rotaf 792 118 2QO 18 I82 54 35 497 241 296 79O

#7 Grimes Canyon Road (SR-23) at Wayne's Vrlay fCounty of Ventura]Base020666588000000Added02331561550000110rotal O 439 2L 12 143 0 0 0 0 11 0

23) at Casey Road0 603 26o7640o '761 26

[City of Moorpark]267

026r

450

45

2346382

2128

806425

1237

I4'7 9410

1889

SR

05

5

0

00

0

0

0

0

0

0

1

0'7

#8 lrlafnut Canyon Road (

Base 314 268 0Added O 246 0

Total 3I4 514 0

#9 Moorpark AvenueBase 82 319Added 0 246Totaf 82 565

(SR-23) at Poindexter Avenue lcity of Moorpark]10 '7 352 202 228 11 136 5 4300164000000

10 '7 5].6 202 228 11 136 5 430

1a 14 08410

181813

Traffix ?.6.0115 (c) 2003 Dowling Assoc. Licensed to URS CORP., SANTA ANA' CA

CEOA Existing Setting AM Sun Aug 30' 2015 t2246:46 Page 3-2

Wayne ,f. Sand and Gravel Mine Project Traffic StudyCEQA Existing Setting

Morning Peak Hour

Vol-ume NorthboundType Left Thru Right

SouthboundLeft Thru Right

EastboundLeft Thru Right

Westbound Totall,eft Thru Right Vo1ume

#10 Spring Road at Los Angeles AveBase 193 3l-3 83 362 410Added00000Totaf 193 313 83 362 410

(SR-118) [City of Moorpark]54 728 993 2rO 12 970001.6400246

54 r2B L15'7 2tA '72 121,6

2840

284

4012410

4482

Traffix ?.6.0115 (c) 2003 Dowling Assoc. Licensed to URS coRP., SANTA ANA, CA

CEQA Existing Setting AM Sun Aug 30, 2015 L2:46:48 Page 6-1

hlayne ,f. Sand and Gravel Mine Project Traffic StudyCEQA Existing Setting

Morning Peak Hour


Intersection BaseoeI/ v/

LOS Veh C# 1 Moorpark Avenue (SR-23) at Los A xxxxx 0.532


# 3 Grimes Canyon Road (SR-23) at B 0.0 0.685

# 4 Grimes Canyon Road South at Br A 9.0 0.000

# 5 Grimes Canyon Road South at Lo C xxxxx 0.?06


# 7 crimes Canyon Road (SR-23) at A ?.6 0.000

# I Wafnut Canyon Road (SR-23) at E xxxxx 0.903

# 9 Moorpark Avenue (SR-23) at Poi A xxxxx 0.564

# 10 Spring Road at Los Angel-es Ave C xxxxx 0.779

FutureDeI/ v/

LOS Veh C

F xxxxx 3.835

B xxxxx 0.698

c 0.0 0.879

A 9.0 0.000

C xxxxx 0.707

C xxxxx 0.783

c 20.2 0.000

F xxxxx 1.012

B xxxxx 0.67?

D xxxxx 0.843

Changein

+ 3.303 v,/c

+ o.754 v/c

+ 0.000 D,/V

+ 0 .004 D,/V

+ 0.001 v/c

+ 0.153 v,/c

+1,2.520 D/v

+ 0.109 v,/c

+ 0.113 v,/c

+ 0.064 V/C

Traffix 7.6.0115 (c) 2003 DowJ-ing Assoc. Licensed to URS CORP., SANTA ANA, CA


!ùayne J. Sand and Gravel Mine Project Traffic StudyCEQA Existing Setting

Morning Peak Hour

LeveI Of Service Computation ReportICU 1(Loss as Cycle Length ?) Method (Future Vol-ume Alternative)

********************************************************************************Intersection #1 Moorpark Avenue (SR-23) at Los AngelesAvenue (SR-118) [City of M

********************************************************************************Cycle (sec) : 100 Critical- Vol .,/Cap. (X) : 3.835Loss Time (sec): 10 (Y+R : 4 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 100 Level Of Service: F********************************************************************************Approach: North Bound South Bound East Bound West BoundMovement: L - T - R L - T - R L _ T - R L - T - R

-r---------ll---------ll---------ll---------------lControl: Split Phase Split Phase Protected ProtectedRights: Ovl Ovl Incl-ude OvfMin.Green: O 0 0 0 0 0 0 0 0 0 0 0

Lanes: 1 1 0 0 1 1 0 1! 0 1 1 O 2 1 0 1 0 2 0 1

t---------------ll---------------ll---------------ll---------------lVol-ume Moduf e:Base Vol:crohrth Adj: 1

Initial Bse:Added Vol-:PasserByvol-:Initial Fut:User Adj: 1

PHF Adj: 1

PHF Vol-ume:Reduct VoI:Reduced Vol:

66 133 L52 541.00 1 .00 1 .00 1.00

66 133 752 54007640

103 7801 .00 1.00

191.00

19

054

1.00

00

79

380038

0

0Jõ

00003B

0

3800003B

1 .00 1.0054

0

541.00 1.00 1.00 1.001.00 1.00 1.00 1.00

66 133 316 54

1600 16000.94 1.001. 99 0.012985 16

921 .00

9200

921 .001 .00

920

921 .001 .00

92

78000

7801 .001.00

7800

8011 .00

8010

0801

1161.00

116246

0362

1 .00 1 .00 1.00 1 .001.00 1.00 1.00 1 .00

1

IT2.00712

00

r1,20

3161 .00

133

3160

316

0

10300

1031.001.00

1030

103

11

1

66000066

0

1

.00

.00133

0

1 .00 1.00 1.00 1 .1.00 1.00 1.00 1.103 780 19 1

12 80100

L2 BO1

00 1.0000 1.00t2 801

3620

3621.001.00

362

PCE Adj:MLF AdJ:Final Vol-. :

Saturation Flow ModufeSat/Lane: 1600 1600Adjustment: 0.94 1.00Lanes: 1.00 1.00Finaf Sat.: 1500 1600

66 133

19 1

019 1780

1

1

1 6000.941.001500

1 6000. 940. 07

107

1600 16000.94 1 .001 .00 2 .001500 3200

1 6000.941.001500

1 6000.941.001500

1600 16000.94 1.001 .00 2. 931500 4686

-l---------ll---------ll---------ll---------------lCapacity Anafysis Module :

Vof/Sat: O. 03 0.04 0.09 0.11 3.38 0.06 0.07 0. 17 0.18 0.07 0.25 0 .24crit Moves. **** **** **** ************************************************************************************


CEQA Existing Setting AM Sun Aug 30, 2015 12:46:48 Page B-1

Wayne J. Sand and Gravel- Mine Project Traffic StudyCEQA Existlng Setting

Morning Peak Hour

Level Of Service Computation ReportICU 1(Loss as Cycle Length %) Method (Future Vofume Alternative)

********************************************************************************Intersection #2 Moorpark Avenue (SR-23) at High Street lCity of Moorparkl********************************************************************************Cycl-e (sec): 100 Critical Vol./Cap. (X): 0.698Loss Time (sec) : 10 (Y+R = 4 sec) Average Defay (sec/veh) : xxxxxxOptimal CycJ-e: 50 Levef Of Service: B********************************************************************************Approach: North Bound South Bound East Bound West BoundMovement: L _ T - R L - T - R L _ T - R L - T - R

-l---------ll---------ll---------ll---------------lControf: Permitted Permitted Split Phase Split PhaseRlghts: Incl-ude Incfude IncÌude IncfudeMin.creen: 0 0 0 0 0 0 0 0 0 0 0 0

Lanes: 0 1 0 0 1 I 0 0 1 0 0 0 1! 0 0 0 1 0 0 1

t---------------ll---------------ll---------------ll---------------lVo.lume Module:Base Vol:Growth Adj: L

Initiaf Bse:Added Vol:PasserByvoÌ:Initial Fut:User Adj: 1

PHF Adj: 1

PHF Volume:Reduct Vol:Reduced Vof:PCE Adj: 1

MLF Adj: 1

Final Vol. :

1

1.00 1.00 1.001.00 1.00 1.00

2I12I0002T12I

1.00 1.00 1 .001.00 1.00 1.00

2r127t---------------l1600 16000.94 1.000 .05 0.42

'75 680

1 6000. 940. 53

7BB

r1 21-

1.00 1.00r1 270000

230023

0

0z50000a)

0z30000ZJ

3001 .00

300246

0

5461 .001.00

5460

5461 .001 .00

546

1 .00222

0

0

1 .001.00

2220

2221 .001 .00

222

r21 3L1 111 .00 1.00 1 .00r21 31'7 11

o7640000

721 48r 111 .00 1.00 1 .001 .00 1.00 1 .00t21 481 11

000r21 481 11

1.00 1.00 1.001.00 1.00 1.00r2't 4 81 11

t---------------l

184 12 r311.00 1.00 1.00184 12 731

000000

r84 72 7311 .00 1.00 1 .001.00 1.00 1.00184 L2 r31

000184 12 r37

1.00 1.00 1.001.00 1.00 1.00184 72 r31

t---------------l

2

002

0

0

2 21.1"'7

Saturation Ffow ModuleSat/Lane: 1600 1600Adjustment: 0.94 1.00Lanes: 0.04 0.96Final- Sat.: 61 1535

1 600nq¿1 .001 500

1 600o.94o.02

34

1600 16000. 94 1.000. 94 0.061408 98

1 600o .941 .001 500

1600 16000.94 1.001 .00 0. 981500 1564


Vol/Sat: 0.01 0.36 0 .15 0.08 0.31 0 .33 0.03 0.03 0. 03 0. 13 0. 12 0.09Cfit MOVeS ' **** **** **** ************************************************************************************


CEQA Existing Setting AM Sun Aug 30, 2OI5 12:46:48 Page 9-1

Wayne J. Sand and Gravel Mlne Project Traffic StudyCEQA Existing Settinq

Morning Peak Hour

Level Of Service Computation Report2000 HCM Unsignalized Method (Future Vofume Afternative)********************************************************************************

Intersection #3 Grimes Canyon Road (SR-23) at Broadway Road lcounty of Ventura]********************************************************************************Cycle (sec): 1 Criticaf Vol./Cap. (X): 0.879Loss Time (sec): 0 (Y+R : 4 sec) Average Delay (sec/veh): 18.4Optinal Cycle: 0 Level Of Service: C********************************************************************************Approach: North Bound South Bound East Bound V{est BoundMovement: L - T - R L - T - R L - T - R L - T - R

-t--------- |--------- |--------- |---------------lControl: Yield Sign Stop Sign Stop Sign Stop SignRights: Include Include Include IncfudeLanes: 1 0 1 0 0 0 0 0 1 0 0 0 1! 0 0 0 0 0 0 0

-t--------- |--------- |--------- |---------------lVofume Modufe:Base Vol z 24Growth Adj : 1.00Initiaf Bse: 24Added Vol: 0PasserByvof: 0Initial Fut: 24User Adj : 1.00PHF Adj : 1.00PHF Volume i 24Reduct Vol: 0Final Vol. : 24

I131 .00

173246

0

4r91.001 .00

4r90

4r9

01 .00

000

01 .001 .00

000

01 .00

0

0

00

1.001.00

0

00

4961.00

496764

0660

1.001.00

6600

660

641.00

641

065

1 .001.00

650

65

3301.00 1.00

3301000

3401.00 1.001 .00 1.00

34000

340

1.001.00

000

00

0

01 .001.00

0

00

1

01.00

0000

0I .00

00

0

01 .001 .00

0

0

0

3500?q

00

350000

0atr

01.00

1

1

Saturation Ffow Module:Sat/Lane: 0 0Adjustment: 1.00 1.00Lanes: 1.00 1.00Final- Sat. : 545 545

Capacity AnaÌysisVollsat: 0.04Crit Moves:Green/Cycl-e: 1 . 00Volume/Cap: 0 .04Delay/Veh: I.2Defay Adj: 1.00Adj Del/Veh : 1.2DesignQueue: 0

0000000001.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.000.00 0.00 0. 91 0.09 0.49 0.00 0. 51 0.00 0.00

0 0 157 14 131 0 135 0 0

1

0

0

0000

0l --------------- | --------------- | --------------- | --------------- l

Module:o .'71 0 .00

1 .00 1 .00o .11 0. 0018 . 6 0.01.00 1.0018.6 0.0

00

0.88

1.000.8828.21.0028 .2

0

O. BB

1.000.8828.21 .0028.2

0

0.26 0.00

1.00 1.000.26 0.002.1 0.0

1.00 1.002-1 0.0

00

0.26

1 .000.26

)1

1.002.1

0

0.00

1.000.000.0

1 .000.0

0

0.00

1.000. 000.0

1 .000.0

0

0. 00

1.000.000.0

1.000.0

0

0

1

0

1

00

0000.000.0

0********************************************************************************

Traffix 7.6.0115 (c) 2003 Dowling Assoc. Licensed to URS CORP., SANTA ANA/ CA


Wayne J. Sand and Gravel Mine Proiect Traffic StudyCEQA Existing Setting

Morning Peak Hour

Levef Of Service Computation Report2000 HCM UnsignaÌized Method (Euture Volume Al-ternative)

********************************************************************************Intersection #4 Grimes Canyon Road South at Broadway Road ICounty of Ventura]********************************************************************************Average Defay (sec/veh): 5.9 Worst Case Level Of Service: A[ 9.0]********************************************************************************Approach: North Bound South Bound East Bound West BoundMovement: L - T - R L - T - R L - T - R L - T - R

-r---------ll---------ll---------ll---------------lControl: Stop Sign Stop Sign Uncontroll-ed UncontrolledRights: Include Include Incl-ude Incl-udeLanes: 0 0 1! 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0

-t---------ll---------ll---------ll---------------lVol-ume ModuleBase Vof:Growth Adj:Initial Bse:Added Vol:PasserByvof:Initial- Fut:User Adj:PHF AdJ:PHF Volume:Reduct VoI:Einal- Vol. :

1

Criticaf Gap ModuÌe:Critical Gp: 6. 4 xxxxFol-lohrupTim: 3.5 xxxx

1.00 1

1.00 1

B

0

B

1 .001.00

1

0

1

13.00

1

0

14.00.0014

014

6.222

01 .00

0

0

0

01 .001 .00

000

03800 1.000380000038

00 1.0000 1.0003800038

110 211.00 1.00110 21

1000

111 211 .00 1.001.00 1.00111 2'7

00111 27

000

0000

0000

000

B

1.00 1

I008

1

1

000

0000

0000

0

00

1

1

0

000

0

00

0000

0

00

1

1

1

1

1 1 1

1

1.001

001

1

0

000000

0000

000

1

1

-t---------------lCapacity Module:Cnfl-ict Vol: 29L xxxx 42Potent Cap.: 704 xxxx 1035Move Cap.: 664 xxxx 1035Volume/Cap: 0.01 xxxx 0.07

Level Of SerVice Modul-e:Queue: xxxxx xxxx xxxxxStopped Del-:xxxxx xxxx xxxxxLOS by Move: * * *Movement: LT - LTR - RTShared Cap.: xxxx 982 xxxxxSharedQueue:xxxxx 0.3 xxxxxShrd StpDel: xxxxx 9.0 xxxxxShared LOS: * A *ApproachDel: 9.0Approachlos: A

xxxxx xxxx xxxxx xxxxx xxxx xxxxxxxxxx xxxx xxxxx xxxxx xxxx xxxxx| --------------- | I --------------- |

xxxx xxxx xxxxx xxxx xxxx xxxxxxxxx xxxx xxxxx xxxx xxxx xxxxxxxxx xxxx xxxxx xxxx xxxx xxxxxxxxx xxxx xxxx xxxx xxxx xxxx

4.1t)

xxxx xxxxxxxxx xxxxx

t---------------l

| --------------- | l--------------- | l--------------- |


t---------------l


LT - LTRxxxx xxxx


YYqYYY*

rY!YY

XXXXX

_RTXXXXXXXXXXxxxxx


LT - LTRYY?V qYY!


xxxxxx*

xxxxxxxxxx

_RTxxxxxxxxxxxxxxx

XXXXXxxxxx

_RTXXXXXxxxxxxxxxx

A!l -

o.2?R

0.2AE

XXXXXXXX

LTRxxxxxxxxxxxx

YYYY

Axxxxxx

Traffix 7.6.0115 (c) 2003 Dowling Assoc. Licensed to URS CORP./ SANTA ANA' CA


v,¡ayne J. Sand and Gravel- Mine Project Traffic StudyCEQA Existing Setting

Morning Peak Hour

Levef Of Service Computation ReportICU 1(Loss as Cycle Length g) Method (Future Volume Alternative)

Intersection +5 crimes Canyon Road South at Los Angeles Avenue (SR-118) [County

Cycl-e (sec) :

Loss Time (sec):Optinal Cycle:

10010 (Y+R :51

Critical Vol. /Cap. (X) :

4 sec) Average Delay (sec/veh)LeveI Of Service:

0.707xxxxxx

c


-t---------------lControl-: SpÌit PhaseRights: IncludeMin.Green: 0 0 0Lanes: 0 0 0 0 0

-l---------------lVol-ume Modul-eBase Vol:Growth Adj:Initial- Bse:Added Vof:PasserByvoI:Initiaf Fut:User Adj:PHF Adj:PHF Vofume:Reduct Vof:Reduced Vof:PCE Adj:MLF Adj:Finaf Vol. :

Saturation Flow ModufeSat/Lane: 1600 1600Adjustment: 1

Lanes: 0Final- Sat. :

Capacity AnaÌysis Modufe :

Vof/Sat: 0.00 0.00 0.00Crit Moves:

South Bound East BoundL-T-RL-T-R

I --------------- | | --------------- |

Split Phase Protectedfncfude Include

0000000 0 1! 0 0 1 0 1 0 0

| --------------- | I --------------- |

v,lest BoundL-T-R


Include000

00101t---------------l

000

0000

0000

000

0000

0

0

1.00 1

0

0

0

01.00 1

1.00 1

000

1.00 1

1.00 1

0

000

0000

0000

000

0000

0

000

.01.001.00

0

0

0

410041

0

041000041

041

o rr2 52 1901.00 1.00 1 .00 1.00 1

1 .00 1.00 1

?qÔ

1.00159

0

0?(o

1.001.00159

0

159

1B1 .00

1B00

181.001.00

180

18

0

000

0

00

00

EÔ

1

053

1 .00tra

053

1 .001 .00

tra

1 6001.001 .001 600

0

000

0

00

0000

0

0

0

111

113

113

1

11

1

1

1

7721

0

1900

0? o^

1.001.00

1130

1.00 1.00'790 0

00'790 0

1

1

1 .00 1.00 1.001 .00 1.00 1.00

41 0 113

1 .00 1.00 1 .00 1.00 1.001.00 1.00 1.00 1.00 1.001900015918

0000

0

1

00000

0

761.0.

1 6001.000. 00

000000

0 410 0 113 0

600 1600.00 1.00.00 1.00

0 1600

1 6001.001.001 600

1 6001 .00o.29

1 6001 .001 .001 600

1 6001.000.00

0

1 6001.000.71

1

1

0

0.10 0.00 0. 10 0.03 0. 49 0.00 0.00 0.47 0.01**** **** ****

Traffix 7.6.0115 (c) 2003 DowÌing Assoc. Licensed to URS coRP./ SANTA ANA, cA

CEQA Existing Setting AM Sun Aug 30, 2015 12:46:48 Page I2-1

!ùayne J. Sand and Gravel Mine Project Traffic StudyCEQA Existing Setting

Morning Peak Hour

Level Of Service Computation ReportICU 1 (Loss as Cycle Length t) Method (Future Vofume Alternative)

Intersection #6 A Street (SR-23) at Ventura Street (SR-126) [City of Fil]-morel

Cycle (sec):Loss Time (sec):Optimal CycÌe:

10010 (Y+R =63

Critical- vol . ,/Cap. (X) :

4 sec) Average Del-ay (sec/veh) :

Levef Of Service:

0.783xxxxxx

C


-t---------------lControf: ProtectedRights: IncludeMin.Green: 0 0 0Lanes: 1 0 0 1 0

South BoundL-T-R


Incfude000

10010t---------------l

East BoundL-T_R


IncÌude000

10110l---------------l

West BoundL-T-R

t---------------tProtected

Include000

10110t---------------tt---------------l

Vol-ume Module:Base Vol: 133 118Growth Adj : 1.00 1.00Initial Bse: 133 118Added Vof: 59 0PasserByvof: 0 0Initiaf Fut: 792 118User Adj:PHF Adj:PHF Vofume:Reduct Vof:Reduced VofPCE Adj:MLF Adj:Einal Vof. : 792 118 2OO

-t---------------lSaturation Flow Module:Sat/Lane: 1600 1600 1600

1061 .00

10694

0200

1.001.00

2000

2001 .001 .00

r821.00

IB20

0LB2

1.001.00

7820

7821.001.00r82

541 .00

540

0

541.001.00

540

541.001.00

54

35 4971 .00 1 .00

35 49r0000

35 49r1.00 1.001.00 1.00

35 49t

1591.00

15988

0

2411.001.00

241

451 .00

4500

181.00

180

01B

1 .001 .00

1B0

-78

1.001.00

1B

155 7 901.00 1.00155 190

190

74r0

296

1.00 1

1.00 1

296

0

0

1.00 1

1 .00 1

r92

.00

.00118

0

118.00.00

1

1

.00 1.00 1

.00 1.00 1

296 19000

45000045

00r92

1.001.00

1.001.001600

4971.001 .00

0

35000035

0024'1

1 .001 .00

1600 2129 1071tt

296 190 451

1

I1

.00 I .00

.00 1.00190 45497 241

l--------------- | I --------------- I I --------------- |

AdjustmentLanes:Final Sat.

.00 1 .00

.31 0.63s94 1006

1600 1600 16001 .00 1.00 1 .001.00 0.77 0.237600 1234 366

t---------------l

1

0

1600 1600 16001.00 1.00 1.001.00 1.33 0.61

1600 1600 16001 .00 1 .00 1.001.00 1.89 0.111600 3028 r12

l---------------l-t---------------lCapacity Analysis Module:Vol/Sat: 0.12 O.2O O.2O 0.05 0.15 0.15 0.02 0.23 0.23 0.79 0.26 0.26crit Moves. **** **** **** ************************************************************************************

Traffix 7.6.0115 (c) 2003 Dowling Assoc. Licensed to URS CORP., SANTA ANA| CA

CEQA Existing Setting AM Sun Aug 30, 2015 72:.46:48 Page 13-1

!,layne J. Sand and Gravel Mine Project Traffic StudyCEQA Existing Setting

Morning Peak Hour

Levef Of Service Computation Report2000 HCM Unsignalized Method (Future Volume Alternative)

********************************************************************************Intersection #7 Grimes canyon Road (sR-23) at wayne's way lCounty of ventura]********************************************************************************Average Delay (sec/veh): 0.3 ülorst Case Levef Of Service: Cl 20.21********************************************************************************Approach: North Bound south Bound East Bound west Bound

Movement: L - T - R L - T - R L - T - R L - T - R

-l---------ll---------ll---------ll---------------lcontrol: Uncontrolfed uncontrofled stop siqn stop signRights: Include IncÌude Include Incl-udeLanes: O O O 1 O O 1 0 0 0 0 0 0 0 0 0 0 1! 0 0

t-- ------------ l l--------------- l l---------------l l---------------lVol-ume Module:Base Vof:Growth Adj: 1

Initiaf Bse:Added Vof:PasserByvol-:Initial Fut:User Adj: 1

PHF Adj: 1

PHF Vofume:Reduct Vof:Final VoI.:Critical- Gap Module:Critical- Gp:xxxxx xxxx xxxxxFolfowupTim:xxxxx xxxx xxxxx

-l---------------lCapacity Modufe:Cnflict Vol: xxxx xxxx xxxxxPotent Cap.: xxxx xxxx xxxxxMove Cap.: xxxx xxxx xxxxxVolume/Cap: xxxx xxxx xxxx

-l---------------lLevel- Of Service Modul-e:Queue: xxxxx xxxx xxxxxStopped Del:xxxxx xxxx xxxxxLOS by Move: * * *Movement: LT - LTR - RT

Shared Cap.: xxxx xxxx xxxxxSharedQueue:xxxxx xxxx xxxxxShrd StpDeJ-:xxxxx xxxx xxxxxShared LOS: * * *ApproachDel-ApproachLOS

000

0

.00

.0000

0

zuo1 .00

206zJ3

0/?o

1 .001.00

4390

439

6

1 .006

150

2I1 .001 .00

2I0

2I

6 5881 .00 1 .00

6 5886 15500

t2 1431 .00 1.001.00 1.00

1.2 14300

72 143

0

1 .000

00

0

1 .001 .00

0

00

000 1.

011

01100 1.00 1-.

110

11

000

000

0

00 1 1

000

00

0

0

0000

0

0

0

1

01.00

05

0

5

1.001.00

5

0

000

00

00

0000

0

00

1

1

1

1

1

1

0

000

1 .001 .00

0

00

0000

0000

000

4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.4 xxxx 6-22.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx 3.3

| --------------- | I --------------- | l--------------- |

460 xxxx xxxxx xxxx xxxx xxxxx L2I6 xxxx 4501112 xxxx xxxxx xxxx xxxx xxxxx 202 xxxx 6741112 xxxx xxxxx xxxx xxxx xxxxx 200 xxxx 6740.01 xxxx xxxx xxxx xxxx xxxx 0.05 xxxx 0.01

| --------------- | I --------------- | l--------------- |

0.0 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx8.3 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxxA********

LT - LTR - RT LT - LTR _ RT LT - LTR - RT

xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 253 xxxxx0.0 xxxx xxxxx xxxxx xxxx xxxxx xxxxx 0.2 xxxxx8.3 xxxx xxxxx xxxxx xxxx xxxxx xxxxx 20 -2 xxxxx^******c*

VYYYYY xxxxxx xxxxxx 20.2C

Traffix ?.6.0115 (c) 2003 Dowling Assoc. Licensed to URS CORP'' SANTA ANA' CA

CEQA Existing Setting AM Sun Aug 30, 2015 72246"48 Page 14-1


Morning Peak Hour

Level- Of Service Computation ReportICU 1 (Loss as cycle Length 8) Method (Euture volume Alternative)

********************************************************************************Intersection #B Walnut Canyon Road (SR-23) at Casey Road lCity of Moorpark]********************************************************************************cycle (sec): 100 criticaf Vol'/Cap' (x): I'0I2Lãss Time (sec) : 10 (y+R : 4 sec) Average Delay (sec/veh) : xxxxxxOptimal Cycle: 100 Levef Of Service¡ E

********************************************************************************Approach:NorthBoundSouthBoundEastBoundWestBoundMovemENt: L - T - R L _ T - R L - T - R L - T - R

-l---------------l l--------- ll--------- I l---------------lControf: Prot+Permit Permitted Protected ProtectedRights: Incfude Tnclude Incl-ude IncludeMin.creen: 0 0 O O O O O 0 0 0 0 0

Lanes: 1 O 1 O 0 0 O O 1 0 1 O O 0 1 0 0 0 0 0

-l---------ll---------ll---------ll---------------lVolume Module:Base Vol:. 3I4Growth Adj : 1.00Initiaf Bse: 3L4Added Vol: 0

PasserByvol: 0

Initiaf Fut: 3I4User Adj : 1.00PHF Adj : 1.00PHF Vofume: 314Reduct Vof: 0

Reduced VoÌ: 314PcE Adj : 1.00MLF Adj : 1.00Final- VoI. : 3I4

00

2681 .00

268246

0

5141 .001 .00

5140

5141 .001 .00

514

0 60300 1.000 6030 ]_64000 161

00 1.0000 1.000 '761

000 '761

00 1.0000 1.00o '761

26r1.00

0

1 .000000

1 .001 .00

000

1 .001 .00

0

261 .00

260

026

1 .001 .00

260

261 .001 .00

zt)

1

1

1

1

1

'701 .00 1.00

70000010

.00000

26r

0

1.0000

00

1.001 .00

0

00

001.00 1.00

00000000

1.00 1.001.00 1.00

1.00 1

1.00 1

1

01

000000

1 .00 1.001.00 1.00

001.00 1.001 .00 1.00

10

00

2611.001.0026r

026r

1.001.0026r

1.001 .00

0

t---------------llSaturation Ffow Module:Sat/Lane: 1600 1600Adjustment: 0.94 1.00Lanes: 1.00 1.00Einal Sat.: 1500 1600

-t-----------Capacj-ty Anal-Ysis ModuleVol,/Sat: 0.2I O.32Crit Moves ' ****************************

1 6000.940 .00

0

1 6000.940.00

0

1. 00nÔ?1548

1600 16000.94 1.001.00 0.001500 0

1 6000.941.001 500

1 6000.940 .00

0

1 6000.940 .03

49

1 600 I61.0.

009400

0

't6ñ

0.

000000

0

----| ----l l ----l l---------------l

o. oo 0.00 o.50 0.53 0. oo 0. o0 0 ' 17 0.00 0.00 0.00**** ****

********************************************************

Traffix ?.6.0115 (c) 2OO3 Dowling Assoc. Licensed to URS CORP'r SANTA ANA' CA

CEQA Existing Settinq AM Sun Aug 30, 2075 12:46:48 Page 15-1


Mornj-ng Peak Hour

Levef Of Service Computation ReportICU 1(Loss as Cycle Length 8) Method (Future VoÌume Alternative)

********************************************************************************Intersection #9 Moorpark Avenue (SR-23) at Poindexter Avenue [City of Moorpark]********************************************************************************Cycl-e (sec) : 100 Critical- Vol . /Cap. (X) : 0.611Loss Time (sec) : 10 (Y+R = 4 sec) Average Defay (sec/veh) : xxxxxxOptimal Cycle: 4'7 Level- Of Service: B********************************************************************************Approach: North Bound South Bound East Bound West BoundMovement: L - T - R L - T - R L - T - R L - T - R

-t---------ll---------ll---------ll---------------lcontrof: Protected Protected Split Phase Split PhaseRights: Include Include Inctuàe IncludeMin,creen: 0 0 0 0 0 0 0 0 0 0 0 0

Lanes: 1 0 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 0 1 0

l---------------t t---------------l l---------------l l---------------lVofume Modufe:Base Vol-: 82 319 10 1 352 2O2 228 11 136 5 43 13GrowthAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Initiaf Bse: 82 319 10 1 352 2O2 228 11 136 5 43 13AddedVol: O 246 0 0 764 0 0 0 0 0 0 0

PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0

Initial Fut: 82 565 10 1 576 202 228 11 136 5 43 13User Adj : 1.00 1.00 1.00 1 .00 1.00 1.00 1 .00 1.00 1.00 1 .00 1.00 1.00PHF Adj : 1.00 1.00 1 .00 1 .00 1.00 1 .00 1 .00 1.00 1.00 1 .00 1.00 1.00PHF Volume: 82 565 10 '1 516 202 228 11 136 5 43 13Reduct Vof: 0 0 0 0 0 0 0 0 0 0 0 0

Reduced Vof: 82 565 10 '7 5L6 202 228 11 136 5 43 13PCE Adj : 1.00 1.00 1.00 1 .00 1.00 1.00 1 .00 1.00 1.00 1 .00 1.00 1.00MLFAdj: 1.001.00 1.00 1.001.00 1.00 1.001.00 1.00 1.001.00 1'00Final Vof.: 82 565 10 'l 516 202 228 11 136 5 43 13

-t---------ll---------ll---------ll---------------lSaturation FIow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600Adjustment: 0.94 1.00 0.94 0.94 1.00 0.94 0.94 1.00 0.94 0.94 1.00 O.94Lanes: 1.00 0. 98 0.02 1.00 1 .00 1 .00 L00 O.21 0.73 1.00 0.77 O .23Final- Sat.: 1500 1572 26 1500 1600 1500 1500 439 1088 I5OO 1229 348


Vof/Sat: 0.05 0.36 0.38 0 .00 0.32 0.13 0.15 0.03 0. 13 0.00 0.03 0.04Cfit MOVeS. **** **** **** +***********************************************************************************

Traffix 7.6.0115 (c) 2003 Dowling Assoc. Lícensed to URS CORP.' SANTA ANA' CA

CEQA Existing Setting AM Sun Aug 30' 2015 12:46:48 Page 16-1

Í{ayne J. Sand and Gravel- Mine Project Traffic StudyCEoA Existing Settinq

Morning Peak Hour

Level Of Service Computation ReportICU 1(Loss as Cycle Length 3) Method (Future vol-ume Al-ternative)

********************************************************************************Intersection #10 Spring Road at Los Angel-es Ave (SR-118) lcity of Moorpark]********************************************************************************Cycfe (sec) : 100 Criticat VoJ- ' /Cap. (X) : 0 ' 843

Loss Time (sec): 10 (Y+R : 4 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 'r-8 Lewef of Service: D

********************************************************************************Approach: North Bound south Bound East Bound vÍest BoundMovement: L - T - R L - T - R L - T - R L - T - R

t---------------ll---------------ll---------------ll---------------lControl: ProtectedRights: IncfudeMin.Green: 0 0 0

Lanes: 2 O 1 1 0

-l---------------lVofume Module:Base Vol: 193 313 83Growth Adj: 1.00 1.00 1.00Initial Bse: 193 313 83AddedVol-: 0 0 0

PasserByvof: 0 0 0

Initial- Fut: 193 313 83User Adj : 1.00 1 .00 1 .00PHF Adj : 1.00 1 .00 1.00PHF Volume: 193 313 83Reduct Vof: 0 0 0

Reduced VoI: 193 313 83PcE Adj: 1.00 1.00 1.00MLF Adj : 1.00 1 .00 1 .00Final Vol. : 193 313 83

ProtectedOvf

00020101

t---------------l

ProtectedInclude

00020201

t---------------l

ProtectedOvl

00010201

t---------------l362

1 .00362

0

0

3621 .001 .00

3620

3621 .001 .00

362

4101.00

4100

0410

1.001.00

4100

4101.001 .00

410

541 .00

540

0

Î1 .001 .00

540

r- ¿,

1 .001.00

qA

7281 .00

12800

12B1 .001 .00

I2B0

L2B1 .001 .00

I2B

9931.00

993764

011571.001.00TI51

0

11571.001.001157

2701.002r0

00

2ro1.001.002ro

0270

1.001.002ro

120012

00

120000'72

0120000'72

9'701.00

910246

0t2r61.001.0012I6

0

121_6

1.001.0012r6

2841 .00

2840

0

2841 .001.00

2840

2841 .001.00

284

1

1

1

1

1

r---------------ll---------------ll---------------ll---------------lSaturation Flow ModuleSat/Lane: 1600 1600Adjustment: 0.94 1.00Lanes: 2.00 1.58Fi-naf Sat. : 3000 2529

1 6000.94o .42

629

1 6000.942.OO3000

00 160000 0.9400 1 .0000 1500

1 600o.941 .0015 00

1600 16000.94 1.001 .00 2.001s00 3200

1 6000.941.001500

I61.1.1-6

1600 16000.94 1.002 .00 2.003000 3200

-l---------ll---------ll---------ll---------------lCapacity AnaÌysis Module:vor/sat: o .06 0 .I2 0.13 0 .72 0 .26 0.04 0 .04 0. 36 0. 14 0.05 0.38 0.19crit Moves ' **** **** **** ************************************************************************************

Traffix 7.6.0115 (c) 2OO3 Dowling Assoc. Licensed to URS CORP.' SANTA ANA, CA

::3i-:il::1::-::::tï-:T---::l-1n--10-'--',-?!?-:?:'-^-':-1:--------L--------::::-1-1---V,layne J. Sand and Gravef Mine Project Traffic Study

CEQA Existing SettingEvenj-ng Peak Hour

Scenarío:

Command:Volume:Geometry:Impact Fee:Trip Generation:Trip DistributionPaths :

Routes:Configuration:

Scenario RePortCEQA Existing Setting PM

PM

PM

ExistingDefault Impact FeePM

PM

Default PathsDefault RoutesPM Existing

Traffix 7.6.0115 (c) 2O03 Dowling Assoc. Licensed to URS coRP., SANTA ANA, CA

CEOA Existing Setting PM Sun Aug 30' 2015 12:4'7:34 Page 2-I

vilayne J. Sand and Gravel Mine Project Traffic StudyCEQA Existing Setting

Evening Peak Hour

Zone# Subzone


Forecast for PM

Rate RateArnount Units In Out

Trips Trips Totaf å OfTrips TotalIn Out

1 Wayne ,f . San 1.00 MiningZone 1 Subtotal

2 Grimes Rock 1.00 MiningZone 2 Subtotal-

5 CEMEX Existi 1.00 MiningZone 5 Subtotal

B Rancho San C 1.00 MiningZone I Subtotal

6' 6

66T2t2

4.44.4

2424

24zq

4848

I7 .BI1 .B

81B1

B1B1

2424

24z4

4B

4B17.817 .8

6.00 6.00

24.OO 24.00

81.00 81.00

24.OO 24.00

162 60.0162 60.0

TOTAL .... 135 135 270 1,00.0

Traffix 7.6.0115 (c) 2003 Dowlíng Assoc. Licensed to URS coRP.' SANTA ANA, CA

CEQA Existing Setting PM Sun Aug 30, 2075 12:41:34 Page 3-1

Wayne,f. Sand and Gravel Mine Project Traffic StudyCEOA Existing Setting

Evening Peak Hour

Vofume NorthboundType Left Thru Right

#1 Moorpark Avenue (SR-23) a

Base 41' 64 131 20O

Added00068Total 41 64 131 268

#3 Grimes Canyon Road (

Base 35 509 0

Added 0 68 0

TotaÌ 35 571 0

Turning Movement RePortPM

Southbound Eastbound Westbound TotalLeft Thru Rj-ght Left Thru Right Left Thru Right Volume

tLo9

9

s AngelesAvenue (SR-l-18) tCity of Moorparkl6 106 r29 923 25 255 974 91

0000000686 106 r29 923 25 255 9r4 165

298r136

3rt]

906136

to42

#2 Moorpark Avenue (SR-23) at High StreetBase 33 225 331 60 220 1

AddedO6800680rotal 33 293 33? 60 288 '1

lCity of Moorparkl

23ir at BroadwaY Road0 2r3 35 81068000 28r 35 81

h at Los Angeles Avenue (

30 0 61 9t 90000000

30 0 61 91 900

SR

200

20

41 262 t4000

41 262 14

810

81

1 308136

14 44

8

0

B

CountSR v of Ventural3300000

3300

Road South at Broad\^ray Road [county of Ventura]

000

00

0

000

00

0

#5 Grimes CanYon Road SoutBase000Added 0 0 0

Totaf 0 0 0

#7 Grimes Canyon Road (SR

Base 0 554 IAdded O 64 4

Total 0 618 5

#8 V{alnut CanYon Road (

Base 746 653 0

Added 0 68 0

Total 146 12I 0

#4 Grlmes CanyonBase 7 0

Added 0 0

Totaf 7 0

#9 Moorpark AvenueBase 59 3'7IAdded 0 68Totaf 59 439

o52r1553000000o52115530

zôq0

264

1030

103

(sR-23)24

024

2876124

2940

118) [County of Ventura]o 0 152 32 1866000000 0 152 32 1866

#6 A Street (SR-23) at Ventura Street (SR-126) [City of Fi]-l-morelBaSe2:.3262I4I725L2640138919511.7665Added240380000O24380rotal 23'1 262 I19 1-'25 126 40 13 891 119 155 665

680

6B

SR

2

2

3

25

0

0

0

3)2

2

4

3)0

0

0

at Wayne's V^lay [County of Ventura]20'.-00003064000040

211000070at Casey Road [CitY of Moorpark]342910020806800000

41091002080

at Poindexter Avenue ICity of Moorpark]11 44I 251 309 24 126 18 31

06800000011 509 25r 309 24 126 18 31

110140910

13 68136

1504

190

19

I684136

TB2O

Traffix 7.6.0115 (c) 2003 Dowling Assoc. Licensed to URS coRP., SANTA ANA' CA

CEOA Existinq Setting PM Sun Auq 30, 201-5 I2z4'7"34 Page 3-2

wayne J. Sand and Gravel Mine Project Traffic StudyCEQA Existíng Setting

Evening Peak Hour

Vollnne NorthboundType l,eft Thru Right



V,Testbound TotalLeft Thru Right Volume

#10 Spring Road at Los Angeles AveBase 24'7 322 64 404 365Added00000Total 247 322 64 404 365

(SR-118) [City of Moorpark]60 111 988 341 144 105300680068

60 l-11 l-056 34L ]-44 Lr2r

4220

4ZZ

452L136

4657

Traffix ?.6.0115 (c) 2003 Dowling Assoc. Licensed to URS CORP'f SANTA ANA' CA

CEQA Existing Setting PM Sun Aug 30' 2015 I2z4'l:36 Page 6-1

Wayne J. Sand and Gravel Mine Project Traffic StudyCEQA Existing Settíng

Evening Peak Hour

Intersection



crimes Canyon Road (SR-23) at


GrÍmes Canyon Road South at Lo



Wal-nut Canyon Road (SR-23) at


Spring Road at Los Angel-es Ave

#1+2#3#4#5+6#1#B#9#10

Impact Analysis ReportLevel- of Service

BaSenet/ v/

LOS Veh C

B xxxxx 0.639

A xxxxx 0.595

B 0. o r.024

A 9.1 0.000

C xxxxx 0.719

D xxxxx 0.811

B 13.3 0.000

B xxxxx 0.647

B xxxxx 0.654

D xxxxx 0.815

FutureDe]-/ v/

LOS Veh C

C xxxxx 0.?28

A xxxxx 0.595

B 0.0 1.159

A 9.1 0.000

C xxxxx 0.719

D xxxxx 0.866

c 15.1 0.000

B xxxxx 0.689

B xxxxx 0.697

D xxxxx 0.836

Changein

+ 0.089 v,/c

+ 0.000 v,/c

+ 0.000 D/v

+ 0.000 D/v

+ 0.000 V/C

+ 0.055 v,/c

+ I.846 D/V

+ o.042 v/c

+ 0.042 v/c

+ 0.027 v/c

Traffix 7.6.0115 (c) 2003 Dowting Assoc. Licensed to uRs coRP.' SANTA ANA' CA

CEQA Existíng Setting PM Sun Aug 30' 2015 I2z4'7:36 Page 7-1

Wayne J. Sand and Gravel Mine Project Traffic StudyCEQA Existíng Settinq

Evening Peak Hour

Level Of Service Computation ReportICU 1(Loss as Cycfe Length %) Method (FutuIe volume Alternative)

********************************************************************************Intersection#lMoorparkAvenue(SR-23)atLoSAnqeIeSAvenue(SR-118)[cityofM********************************************************************************Cycle (sec): 100 Critical Vof'/Cap' (X): 0'128Loss Time (sec) : 10 (Y+R : 4 sec) Average Delay (sec/veh) : xxxxxxOptimal CycJ-e: 54 Level Of Service; C

********************************************************************************Approach:NorthBoundSouthBoundEastBoundWestBoundMovement: L - T - R L - T - R L - T - R L - T - R

-l---------ll---------ll---------ll---------------lcontrof: split Phase split Phase Protected ProtectedRights:Min. GreenLanes:

Volume Module:Base Vol: 4Icrohrth Adj : 1.00Initial Bse: 4IAdded Vol: 0

PasserByvol: 0

Initial Fut: 4IUser Adj : 1.00PHF Adj : 1.00PHF Vol-ume: 4IReduct Vof: 0

Reduced Vol: 4LPCE Adj : 1.00MLF Adj : 1.00Final Vof. : 4I

2001 .00

20068

0268

1 .001 .00

2680

2681 .001 .00

268

1600 16000.94 1.00r .1r 0.292566 463

Ovf OvI Include OvIOOOOOOOOOOOO

1 1 O O 1 1 0 1l o 1 1 0 2 1 0 1 0 2 0 1

t---------------ll---------------ll---------------ll---------------l

641 .00

640

0

641 .001.00

640

641 .001 .00

64

1311 .00

13100

1311 .001 .00

1310

1311 .001.00

131

961 .00

960

096

1.001 .00

960

961.001.00

96

1061.00

10600

1061 .001.00

1060

1061 .001 .00

106

1291 .00

12900

1291 .001 .00

1290

1291 .001 .00

729

9231 .00

9230

0923

1.001 .00

9230

9231.001.00

923

251.00

00

z51.001 .00

z50

z31.001.00

25

4trtr

1 .00?qq

00

2551 .001 .00

1trÃ

0

2551 .001.00

255

9r41.00

9740

0974

1.001.00

9740

9r41 .001.009r4

9'l1 .00

916B

0165

1 .001.00

1650

1651 .001 .00

165

Saturation Flor¡/ ModufeSat/Lane: 1600 1600Adjustment: 0.94 1.00Lanes: 1.00 1.00Final Sat.: 1500 1600

1 6000.941 .001 500

1 600ôo¿1.001500

1 600ôq¿

1 .001 500

00 160000 0. 9492 0.0813 II9

1 6000.941.001500

761.2.46

1600 16000.94 1.001.00 2.001500 3200

-l---.-----ll---------ll---------ll---------------lCapacity Anatysj-s Module :

vor/sat: 0.03 o.04 0.09 o.10 0.21 0.07 0.09 0.20 0-2I O.I'7 0.29 0-11Cfit MO\,¡eS: **** **** **** ************************************************************************************

Traffix 7.6.0115 (c) 2OO3 Dowling Assoc. Licensed to URS coRP.' SANTA ANA' CA

CEQA Existing Setting PM Sun Aug 30' 2015 1'2"4'l:36 Page B-1

Wayne J. Sand and Gravel- Mine Project Traffic StudyCEQA Existing Sêtting

Evening Peak Hour

Levef Of Service Computation ReportICU 1(Loss as Cycle Length 8) Method (Future volume Alternative)

********************************************************************************Intersection #2 Moorpark Avenue (SR-23) at High Street ICity of Moorpark]********************************************************************************Cycle(sec):l00criticalVol-"/Cap'(x):0'595lãss Tine (sec) : 10 (y+R : 4 sec) Average Delay (sec/veh) : xxxxxxOptimal- Cycle: 40 Level Of Service; A********************************************************************************Approach: North Bound South Bound East Bound West Bound

MovemeNt: L - T - R L - T - R L - T - R L - T - R

-l---------ll---------ll---------ll---------------lControl:PermittedPermittedSplitPhaseSplitPhaseRights: Include Include Include IncludeItin.Green: O O 0 0 O O 0 0 0 0 0 0

Lanes: O 1 0 O 1 1 0 O 1 O 0 0 11 0 0 0 1 0 0 1

-l---------ll---------ll---------ll---------------lVolume ModuleBase Vol-:Growth Adj:InitiaÌ Bse:Added Vol:PasserByvol-:Initial- Eut:User Adj:PHF AdJ:PHF Volume:Reduct Vol:Reduced VoI:PCE AdJ:MLF AdJ:¡ rnâ.1- vof . :

Saturation Fl-Sat/Lane:Adjustment:Lanes:Final Sat. :

----ll----ll----ll---------------low Modul-e:1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600

0.94 1 . O0 o.g4 0. 94 1. OO O .94 0.94 1.00 0 '94 0.94 1.00 0 ' 94

o. t-o o.90 1 .00 1 . O0 O. 98 o.O2 O .r2 0.29 0.59 0. 9s 0.05 1' 00

152 1438 15OO 1500 1562 36 r14 464 891 7424 81 1500

----ll----ll----ll---------------lysis Module:o.oz o.zo 0.22 0.04 0.18 O.2o 0.05 0.04 0.05 0.18 0.17 0'05

**** **** **** ****Capacity AnalVof/Sat:crit Moves:

2251 .00

22568

0tq?

2201.00 t

22068

0288

1.00 1

1.00 1

2880

20 4r00 1.0020 4r0000

20 4r00 1.0000 1.0020 4700

20 4700 1.0000 1.0020 4r

1,4

0074

00

740000I4

0

I40000I4

B11.00

8100

811.001.00

810

811.001.00

81

1

33002?

00

33000033

0

33000033

3371.00 1

331

1

1

1

1

1

1

1

1

'l00

1

0

01

0000

1

01

0000

1

1

1

1

1

288

600060

0

0

60000060

0

60000060

1 1

8

00B

00B

0000I0I

0000

8

2621 .00

26200

2621 .001.00

2620

2621 .001.00

zbz

1

1

1

1

1

1

1

1.00 1

1.00 1

0

0aa

0000

1

1

,o?0

2931 .001 .00

293

3370

3371.00 1

1.00 1

331

1.001 .00

288

********************************************************************************

Traffix 1.6.O1-I5 (c) 2003 Dowling Assoc. Licensed to URS CORP.' SANTA ANA| CA

CEQA Existing Setting PM Sun Aug 30, 2015 72:.47:36 Page 9-1


Evening Peak Hour

Levet Of Service Computation Report20OO HCM Unsignalized Method (Future Vol-ume Alternative)

********************************************************************************Intersection #3 Grimes Canyon Road (SR-23) at Broadway Road fCounty of Ventura]********************************************************************************Cycle (sec): 1 Critical VoI./Cap' (X): 1'159lòss Time (sec): O (Y+R : 4 sec) Average Delay (sec/veh): 9'0Optimal CycÌe: 0 Level Of Service: B

********************************************************************************Approach: North Bound south Bound East Bound west Bound


----r------ll---------ll---------ll---------------lYield Sign Stop Sign Stop Sign Stop Sign

Include Incfude Include Incfude1 O 1 O O 0 o 0 1 0 0 0 11 0 0 0 0 0 0 0

ControlRights:Lanes:

Vol-ume Module:Base Vol-: 35Growth Adj : 1.00Initial- Bse: 35Added Vof: 0PasserByvol: 0Initiaf Fut: 35User Adj : 1.00PHE Adj : 1.00PHF Volume: 35Reduct VoÌ: 0Final- Vol. : 35

t---------------ll---------------ll---------------ll---------------l509

1.00Ãno

6B

0511

1 .001 .00

51'70

51'7

01 .00

0

0

00

1 .001 .00

000

0 2r31 .00 1.00

0 273068000 287

1.00 1.001.00 1.00

O 2BI000 287

351 .00

?q

0

035

1 .001.00

350

35

811 .00

B10

0B1

1 .001.00

810

81

03300 1.000330000033

00 1.0000 1.0003300033

01 .00

0

000

1.001.00

00

0

01.00

0

000

1.001.00

000

11

0

000

00

0

1

1

1 .001.00

0

00

Saturation Floh, ModufeSat/Lane: 0 0

Adjustment: 1.00 1.00Lanes: 1.00 1.00Final Sat. : 498 498

0001.00 1.00 1.000.00 0. B9 0.11

0 508 63

| --------------- l

0001.00 1.00 1.000.71 0.00 0.29220 0 89

| ---------- ----- |

0001.00 1.00 1.000.00 0.00 0.00

000l---------------l

01 .000.00

0

Capacity Anal-ysis Module :

Vot/Sat: 0.07 1 .16 0.00 0.00 0.55 0.55Crit Moves:Green/CycleVolume/Cap:DeIay/Veh:Delay Adj:Adj De I /Veh :

DesignQueue

.00

.011.3.001aa.J

0

1 .001.1681.?1 .008r.'7

0

00 1.0000 0.55.0 8.200 1.00.0 8.200

1 .000.55

ó.¿1.008.2

0

1.00 1

0.37 0

^11.00 1

4.r0

0.00 0.00****

1.00 1.000.00 0.000.0 0.0

1.00 1.000.0 0.0

00***********

0

1

04

1

0

10

1

0

1

1

0

1

1

0

0000.000.0

0

1

0.37 0.00 0.37 0.00

1

******************

0000.000

0031.100.1

0

0000.000

40 0.00

0.00

***************************************************

Traffix 7.6.0115 (c) 2OO3 Dowling Assoc. Licensed to URS CORP., SANTA ANA, CA

CEOA Existing Setting PM Sun Aug 30, 2015 12:4'7:36 Page 10-1


Evening Peak Hour

Level Of Service Computation Report2000 HCM Unsignal-ized Method (Future Volume Alternative)

********************************************************************************Intersectj-on #4 crimes Canyon Road South at Broadway Road ICounty of Ventura]********************************************************************************Average Defay (sec/veh): 5.3 Worst Case Levet of service: A[ 9.1]********************************************************************************Approach: North Bound sOuth Bound East Bound !Ùest Bound


-r---------ll---------ll---------ll---------------lcontrol: stop sign stop sÍgn uncontrolfed uncontroffedRights: Incfude Include Include IncfudeLanes: O O 1! O 0 0 O O O 0 0 0 0 1 0 0 1 0 0 0

t---------------ll---------------ll---------------ll---------------lVofume Modul-e:Base Vof:crowth Adj: 1

Initial Bse:Added Vol-:PasserByvof:Initial Fut:User Adj: 1

PHF Adj: 1

PHF VoIUME:Reduct Vol:Final Vof. :

0

1 .000

000

1 .001 .00

00

0

1000 1.00100000'70

00 1.0000 1 .00'700010

103.00103

0

0

103.00.00103

0103

0

1.000

0

0

01.001.00

0

00

0

1 .00000

0

1 .001 .00

0

0

0

o520000052

1 .00 1.001.00 1.00

05200052

1.00 1

1.00 1

L]0

L1

I100 1

7'l00

30.0030

00

30.00.0030

0

30

0

000

1.001.00

00

0

LT - LTRxxxx xxxx


xxxxxx*

o521 .00 1.00 1

LT - LTRxxxx xxxx


XXXXXX*

5500trÊ

0

0(tr

000055

0

55

1

0

001

1

1

-RTxxxxxxxxxx!vY!v

1

xxxxxxxx

- LTRxxxxxxxxXXXX

XXXXXxxxxx

-RTXXXXXxxxxxVYVYV

1-1

1

t

Critical Gap Module:Critical Gp: 6.4 xxxx 6.2 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 4.1 xxxx xxxxxFollowUpTim: 3.5 xxxx 3.3 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 2.2 xxxx xxxxx

-l---------ll---------ll---------ll---------------lCapacity Module:Cnffict Vol-: 201 xxxx 61 xxxx Xxxx xxxxx xxxx xxxx xxxxx 69 xxxx xxxxxpotent Cap.: ?93 xxxx 1O1O xxxx xxxx xxxxx xxxx xxxx xxxxx 1545 xxxx xxxxxMove Cap.: 770 xxxx 1O1O xxxx xxxx xxxxx xxxx xxxx xxxxx 1545 xxxx xxxxxvolume/cap: 0.01 xxxx 0.10 xxxx xxxx xxxx xxxx xxxx xxxx 0.04 xxxx xxxx

-l---------ll---------ll---------ll---------------lLevet Of Service Module:Queue: xxxxx xxxx xxxxx xxxxxStopped Def:xxxxx xxxx xxxxx xxxxxLOS by Move: * * * *

xxxx xxxxx xxxxx xxxx xxxxxxxxx xxxxx xxxxx xxxx xxxxx*****

Movement: LT - LTR - RT -RTxxxxxxxxxxxxxxx

0.11I

ALTxxx0.11¿.

A

xShared Cap.SharedQueueShrd StpDeÌShared LOS: * A *ApproachDel: 9.IApproachlos: A

xxxxxxxxxxxxxx

xxxxxXXXXXxxxxx

99rAAo1

xxxxxx

Traffix 7.6.0115 (c) 2003 Dowling Assoc. Licensed to URS CORP', SANTA ANA' cA

CEOA Existing Setting PM Sun Aug 30, 2OI5 12:41'-36 Page 11-1

Wayne J. Sand and Gravef Mine Proiect lraffic StudyCEQA Existing Settì-ng

Evening Peak Hour

Level Of Service Computation ReportICU 1(Loss as CycJ-e Length 8) Method (Future volume Alternative)

********************************************************************************Intersection #5 Grimes Canyon Road South at Los Angeles Avenue (SR-118) [County********************************************************************************cycle (sec): 1OO critical- vo1./Cap. (X): 0'?19Loss Time (sec) : 10 (Y+R = 4 sec) Average Delay (sec/veh) : xxxxxxoptimal Cycle: 53 Level- of Service: C

********************************************************************************Approach: North Bound sOuth Bound East Bound west BoundMovement: L _ T - R L - T - R L - T _ R L - T _ R

-l---------ll---------ll---------ll---------------lcontrol: split Phase split Phase Protected ProtectedRights: Include Include Include IncludeMin.creen: 0 O O 0 0 0 0 0 0 0 0 0

Lanes: O O O O O 0 0 1! 0 0 1 0 1 0 0 0 0 1 0 1

r---------------ll---------------ll---------------ll---------------lVol-ume Moduf e:Base Vol: 0 0 0

Growth Adj : 1.00 1 .00 1 .00Tnitiaf Bse: 0 0 0

AddedVol-: 0 0 0

PasserByvol: 0 0 0

InitiaÌ Fut: 0 0 0

User Adj : 1.00 1 .00 1.00PHF Adj : 1.00 1.00 1.00PHF Vol-ume: 0 0 0

Reduct Vol: 0 0 0

Reduced Vol: 0 0 0

PCE Adj : 1.00 1 .00 1.00MLE Adj : 1.00 1.00 1.00Final- Vol .: 0 0 0

-t---------

91 9000000

91 900

1 6001.000 .00

0

1 6001.000 .611073

1600 16001.00 1.001.00 1 .001600 1600

00 1600 160000 1.00 1.0000 0.00 1.000 0 1600

1 6001 .001.001 600

301.00 1

300

030

1.00 1

1.00 1

300

301.00 1

1.00 1

30t------

000

0

.00

.000

0

0.00.00

0

6100

611 .001 .00

6I0

671 .001 .00

67

1.00 1.00 1.001 .00 1.00 1.00

91 900 0000

91 900 0

1 .00 1.00 1.001 .00 1.00 1.00

91 900 0

| --------------- l

0 152 321 .00 1.00 1.00

o 152 320000000 '1 52 32

1 .00 1.00 1.001 .00 1 .00 1.00

0 '752 320000 '752 32

1.00 1.00 l_.001 .00 1.00 1.00

0 '752 32t---------------l

0

0061 91 900

1.00 1 .00 1.00 1

000

0000

Saturation Flow Module:Sat/Lane: 1600 1600Adjustment: 1.00 1.00Lanes: 0.00 0.00Final Sat.: 0 0

1600 16001.00 1.000.33 0.00521 0

761.U.

-l---------ll---------ll---------ll---------------lCapacity Anal-ysis Modufe:vot/sat: 0. o0 o. oo o . oo o. o6 0.00 0.06 0.06 0.56 0.00 0.00 0. 47 0 -02crit Moves ' **** **** ************************************************************************************


CEQA Existing Setting PM Sun Aug 30, 2015 12:4'7:36 Page 12-1

V,¡ayne J. Sand and Gravel- Mine Project Traffic StudyCEQA Existing Setting

Evening Peak Hour

Level Of Service Computation ReportICU 1 (Loss as Cycle Length %) Method (Future Volume Afternative)

********************************************************************************Intersection #6 A Street (SR-23) at Ventura Street (SR-126) [City of Fj-Ilmore]********************************************************************************Cycle (sec): 100 Critical vol./Cap. (x): 0.866Loss Time (sec): 10 (Y+R : 4 sec) Average Del-ay (sec/veh): xxxxxxOptimal Cycle: 86 Level Of Service: D

********************************************************************************Approach: North Bound South Bound East Bound West BoundMovement: L - T - R L _ T - R L - T _ R L - T - R

-l---------ll---------ll---------ll---------------lControf: Protected Protected Protected ProtectedRights: IncÌude Include Incfude IncludeMin.creen: 0 0 0 0 0 0 0 0 0 0 0 0

Lanes: 1 0 0 1 0 1 0 0 1 0 1 0 1 1 0 1 0 1 1 0

t---------------ll---------------ll---------------ll---------------lVolume Modufe:Base Vol:. 2I3 262 74I 725 L26 40 13 891 95 I71 665 68

GrowthAdj: 1.001.00 1.00 1.001.00 1.00 1'001'00 1.00 1.001.00 1.00Ini-tial Bse: 2I3 262 141 I25 126 40 13 891 95 7I1 665 68Added Vof: 24 0 38 0 0 0 0 0 24 38 0 0

PasserByvol: 0 0 0 0 0 0 0 0 0 0 0 0

Tnitial Fut: 231 262 I19 I25 126 40 13 891 II9 155 665 68

UserAdj: 1.001.00 1.00 1.001.00 1.00 1.001.00 1.00 1.001.00 1.00PHF Adj : 1.00 1 .00 1 .00 1 .00 1.00 1.00 1 .00 1.00 1.00 1 .00 1.00 1.00PHF Volume: 23'7 262 I19 I25 726 40 13 891 L79 155 665 68

Reduct Vof: 0 0 0 0 0 0 0 0 0 0 0 0

Reduced Vol: 231 262 I19 I25 726 40 13 891 119 155 665 68PCEAdj: 1.001.00 1.00 1.001.00 1'00 1.001.00 1.00 1.001.00 1.00MLFAdj: 1.00 1.00 1.00 1.00 1.00 1'00 1.00 1.00 1.00 1.00 1.00 1.00Finaf Vof.: 231 262 I19 725 126 40 13 891 119 155 665 68

-t---------ll---------ll---------ll---------------lSaturation Ffow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600Adjustment: 1.00 1 .00 1 .00 1 .00 1.00 1.00 1 .00 1.00 1.00 1 .00 1.00 1.00Lanes: 1.00 0.59 0.41 1.00 0.76 0.24 1.00 1.76 0.24 1.00 1.81 0.19Final- Sat.: 1600 951 649 1600 I2I4 386 1600 2823 311 1600 2903 291

-t---------ll---------ll---------ll---------------lCapacity Analysis Module:Vof/Sat: 0.15 0.28 0.28 0.08 0.10 0.10 0.05 0.32 O.32 0.10 0.23 O-23crit Moves. **** **** **** ************************************************************************************

Traffj-x 7.6.0115 (c) 2003 Dowling Assoc. Licensed to URS CORP.' SANTA ANA, CA

CEQA Existing Setting PM Sun Aug 30, 2015 72:'41"36 Page 13-1

vilayne J. Sand and Gravel Mine Project Traffic StudyCEQA Existíng Setting

Evening Peak Hour

Level Of Service Computation Report20OoHcMUnsígnalizedMethod(FutureVolumeAlternative)

********************************************************************************Intersection #7 Grimes Canyon Road (SR-23) at Wayne's Way [County of Ventura]********************************************************************************Average Delay (sec/veh): o.2 worst case Level- of service: ct 15'11********************************************************************************Approach: North Bound South Bound Eas' Bound West Bound

MoveMENt: L - T - R L - T - R L - T - R L - T - R

-r---------ll---------ll------ll---------------lControl: Uncontroll-ed Uncontrolfed Stop Sign Stop SignRights: Incfude Include Include Incl-udeLaÃes: 0 0 0 1 O O 1 O 0 O O 0 0 0 0 0 0 1! 0 0

-l---------ll---------ll---------ll---------------lVolume ModufeBase Vof:Growth Adi:Initiaf Bse:Added VoI:PasserByvof:Initial Fut:User Adj:PHF AdJ:PHF VOIUME:Reduct Vol:Finaf Vof. :

Critical- Gap Module:Critical GP:xxxxx xxxxFol-l-owupTim : xxxxx xxxx

- | -------'-

2011.00 1

20764

0

1.001 .00

0

00

1.00 1.001 .00 1.00

4 211004 21r

1 .00 1.00 1

1.00 1 .00 1

000000

1.00 1

1.00 1

0

00

5541.00

q(¿

640

6181 .001.00

6180

618

3

1 .0034

01

1 .001.00

1

01

1

0

000000

1

1

00

2't I

2

1.002

2

04

0

000

00

0

0000

000

01.00 1

000

0

000

0

00

0

3

003

2

05

0000

50

L

1

1

0

1.0000

00

000

00

00

0000

0

00

1.01.0

xxxxxxxxxx

XXXXxxxx

1

4

05

005

0

6.4atr

4-r)) xxxx xxxxx xxxxx xxxx xxxxxxxxx xxxxx xxxxx xxxx xxxxx

6

32

3

Capacity Module:Cnffict Vol: xxxx xxxx xxxxxPotent CaP.: xxxx xxxx xxxxxMove Cap,: xxxx xxxx xxxxxvofume/Cap: xxxx xxxx xxxx

-l---------------llLevel Of Service Module:Queue: xxxxx xxxx xxxxxStopped Del:xxxxx xxxx xxxxxLOS by Move: * * *

MovemENt: LT - LTR _ RT

Shared CaP.: xxxx xxxx xxxxxSharedQueue:xxxxx xxxx xxxxxShrd StpDel:xxxxx xxxx xxxxxShared LOS: * * *

623 xxxx xxxxx968 xxxx xxxxx968 xxxx xxxxx

0.00 xxxx xxxx

LT _ LTRxxxx xxxx0.0 xxxx8 .7 xxxxA*xxxxxx

*


| --------------- l

899 xxxx 6273!2 xxxx 49I311 xxxx 49I

0.02 xxxx 0.01t---------------l

0.08.1A

xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxxxxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx

********-RT LT_LTRxxxxx xxxx xxxxxxxxx xxxxx xxxxxxxxx xxxxx xxxx***

xxxxxx*

-RT LT-LTRxxxxx xxxx 361xxxxx xxxxx 0.1xxxxx xxxxx 15.1**c

15.1(-

-RTxxxxxxxxxxxxxxx

ApproachDelApproachLOS

W9YY!Y


CEOA Existing Setting PM Sun Aug 30' 2015 12:4'1236 Page 14-1

!ûayne J. Sand and Gravel Mine Project Traffic StudyCEQA Existing Setting

Evening Peak Hour

Level- Of Service Computation ReportICU 1 (Loss as Cycle Length %) Method (Future volume Al-ternative)

********************************************************************************Intersection #8 Walnut Canyon Road (SR-23) at Casey Road [City of Moorpark]********************************************************************************Cycle (sec) : 100 Criticaf Vol-. /cap' (x) : 0 ' 689

Loss Time (sec) : 10 (Y+R : 4 sec) Average Delay (sec/veh) : xxxxxxOptimal- CycJ-e: 1OO Level Of Service; B



-l---------ll---------ll---------ll---------------lcontrol-: Prot+Permit Permitted Protected ProtectedRights i Include IncÌude Include Incl-udeMin.creen: 0 O 0 O 0 0 0 0 0 0 0 0

Lanes: 1 O 1 O O 0 O 0 1 0 1 0 0 0 1 0 0 0 0 0

t---------------ll---------------ll---------------ll---------------lVol-ume Module:Base Vol: L46Growth Adj : 1.00Initial Bse: 146Added Vol: 0

PasserByvol: 0

Initial Fut: 146User Adj : 1.00PHF Adj : 1.00PHF Vol-ume: 146Reduct Vol: 0

Reduced Vof: 146PCE Adj : 1.00MLF Adj : 1.00Final- Vol.: 146

6s31 .00

65368

0'72r

1 .001.00

'72r0

'72r1 .001.00

't2L

01.00 1

0

000

1.00 L

1.00 1

000

1.00 1

1.00 1

0

3421.00

34268

0410

1.001.00

4100

4101.001 .00

410

9

1 .009

00

9

1.001.00

9

0

9

1 .001 .00

9

2081.00

20800

2081.001.00

2080

2081.001.00

208

1.00 1.001.00 1.00

000000

1.00 1.001.00 1.00

00

01.00

0

000

1. 001.00

00

0

1.001.00

0

1001.00 1.00

1000000

10 01 .00 1.001 .00 1.00

10000

1001 .00 1.001 .00 1.00

100

0

.0000

0

0.00.00

0

00

.00

.000

0

1.00 1

00

0

0

000

0

0

00

000000

0

161.0.

r---------------ll---------------ll---------------ll---------------lSaturation Flow ModuleSat/Lane: 1600 1600Adjustment: 0.94 1.00Lanes: 1.00 1.00Finaf Sat.: 1500 1600

1 6000.940.00

0

1 600o .941.001500

1 600o.940 .00

0

1 6000 .940 .00

0

1 6001.000. 987566

760.0.

00 1600 160094 0.94 1.0002 1.00 0.0032 1500 0

760.0.

009400

0

-l---------ll---------ll---------ll---------------lCapacity AnaÌysis Module :

vor/sat: o.10 0.45 O.0o o.0o 0.26 0.28 0.01 0.00 0.14 0.00 0.00 0.00Crit MOVqS. **** ************************************************************************************

Traffix 7.6.0115 (c) 2003 Dowting Assoc. Licensed to URS coRP., SANTA ANA, CA

CEQA Exlsting Setting PM Sun Aug 30, 2015 I2z4'7:'36 Page 15-1

!ùayne ,J. Sand and Gravel Mine Project Traffic StudyCEQA Existing Setting

Evening Peak Hour

Level Of Service Computation ReportICU 1(Loss as cycfe Length %) Method (Future vol-ume Alternatj-ve)

********************************************************************************Intersection #9 Moorpark Avenue (SR-23) at Poindexter Avenue lCity of Moorpark]********************************************************************************Cycte (sec): 100 critical Vot'/Cap' (x): 0'691lãss Time (sec) : 10 (y+R : 4 sec) Average Delay (sec/veh) : xxxxxxOptimal Cycle: 50 Level Of Service¡ B

********************************************************************************Approach: North Bound South Bound Eas Bound West Bound


-l--------- I l--------- I l--------- I l--------------- I

Control: Protected Protected Split Phase Split Phase

Rights: fncfude Incfude Include IncludeMin.Green: O O O O O 0 O O 0 0 0 0

Lanes: 1 O O 1 O 1 O 1 O 1 O I 0 1 0 1 0 0 1 0

-l---------ll---------ll---------ll---------------lVolume ModuleBase Vol:Gro\4rth Adj :

Initial Bse:Added Vol:PasserByvol:Initial Fut:User Adj:PHF AdJ:PHF Volume:Reduct Vol:Reduced Vof:PCE AdJ:MLF AdJ:Final Vol.

591 .00

(q

0

0Éo

1.001 .00

qo

0qo

1.001 .00

59

3'7r1 .0031r

680

4391 .001 .00

4390

4391 .001 .00

439

111 .00

1100

111 .001.00

110

111 .001 .00

11

241 .00

2400

241 .001.00

240

241 .001.00

24

7261.00

1260

0

1261.001 .00t26

0

1261.001 .00

126

311 .00

3100

311 .001.00

310

311 .001.00

a1

1.001.00

190

191.001.00

I9----l

241 .00

240

024

1 .001 .00

240

241 .00I .00

24

44r1.00

44r6B

0

5091.001.00

5090

5091.001.00

509

25r1 .0025r

00

25L1.001 .00

2570

25L1.001 .00

257

3091.00

30900

3091.001 .00

3090

3091 .001.00

309

1B1 .00

1B00

181 .001.00

180

181 .001.00

18

191.00

I90

0

19

| --------------- | I --------------- | I --------------- | I -----------Saturation Flow Modufe:sat/Lane: 160O 1600 1600 160O 1600 160O 1600 1600 1600 1600 1600 1600

Adjustment: 0.94 1 . OO O. 94 0.94 1.00 o. 94 O. 94 1.00 0 - 94 0. 94 1.00 o '94laÁes: 1.OO 0.95 O.05 1.OO 1.00 1.OO 1.OO 0.45 0.55 1.00 0.62 0.38

Finaf sar.: 1500 1517 18 1500 1600 1500 1500 122 824 1500 992 s70

-l---------ll---------ll---------ll---------------lCapacity AnafYSis Modufe:vor/s.t, o.o4 o .2g 0.31 O. 01 0.32 O .17 O .21 0. 03 0.15 0.01 0.03 0.03

crit Moves. **** **** **** ************************************************************************************

Traffix 7.6.0115 (c) 2OO3 Dowling Assoc. Licensed to URS coRP., SANTA ANA, CA

CEQA Existing Setting PM Sun Aug 30' 2015 !2:41:36 Paqe 16-1


Evening Peak Hour

Levef Of Service Computation ReportICU 1(Loss as CycJ_e Length %) Method (Future voÌume Alternative)

********************************************************************************Intersection #10 spring Road at Los Angeles Ave (SR-118) [City of Moorpark]********************************************************************************Cycl-e (sec) : 100 Critical Vo].,/Cap. (X) : 0 ' 836

Loss Time (sec): 10 (Y+R = 4 sec) Average Delay (sec/veh): xxxxxxOptimaÌ Cycle: '76 Level- Of Service: D

********************************************************************************Approach: North Bound south Bound East Bound west BoundMovement: L - T - R L - T - R L - T - R L - T _ R

-l---------ll---------ll---------ll---------------lcontrof: Protected Protected Protected ProtectedRights: Include Ovl- lnclude OvlMin.Green: O 0 0 O 0 0 0 0 0 0 0 0

Lanes: 2 O 1 1 O 2 O I 0 I 2 0 2 0 1 1 O 2 0 1

r---------------ll---------------ll---------------ll---------------lVolume Module:Base Vol : 24'7crowth Adj : 1.00Initial Bse: 241Added Vol: 0PasserByvof: 0Initial Fut: 241User Adj : 1.00PHF Adj : 1.00PHF Volume i 24'7

Reduct Vof: 0Reduced Vof : 24'7PCE Adj : 1.00MLF Adj : 1.00Final Vol. : 241

-l---------ll---------ll---------ll---------------lSaturation Flow Modufe:sar/Lane: 16OO 1600 1600 160O 1600 1600 1600 1600 1600 1600 1600 1600

Adjustment: 0. 94 1.00 o .94 0.94 1 .00 0.94 0 . 94 1.00 o .94 0. 94 1.00 o.94Lanes: 2.OO I.61 0.33 2. O0 1.00 1.00 2.00 2.00 1.00 1.00 2.00 1.00Finar sar.: 3OOO 2669 491 3OOO 1600 1500 3000 3200 1500 1500 3200 1500

-l---------ll---------ll---------ll---------------lCapacity Analysis Module:vor,zsat: 0 .08 o .I2 0.13 0 .13 0.23 0.04 0.04 0. 33 0 .23 0 . 10 0.35 O.28

crit Moves. **** **** **** ************************************************************************************

?)?1.00 1

JZZ00

3221.00 1

1.00 I322

0

3221.00 1

1.00 1

J¿¿

64 40400 1.0064 4040000

64 40400 1.0000 1 .0064 40400

64 40400 1.0000 1 .0064 404

3651.00

3650

0365

1.001.00

3650

3651.001.00

365

601.00

600

0

601 .001 .00

600

601 .001 .00

60

1111 .00

1110

0

1111 .001 .00

1110

1111 .001.00

111

9BB1.00

9BB6B

010561.001.001056

0

10561.001.001056

341-1 .0034r

00

3471 .001.0034r

034t

1.001.0034r

r441 .00r44

0

0

I441 .001 .00r44

0

]-441 .001.00

744

10531.001053

680

7T2I1 .001.00II2I

0IT271 .001.00II2I

4221.00

42200

1.001.00

4220

4221.001.00

422

Traffix 7.6.0115 (c) 2OO3 Dowling Assoc. Licensed to URS CORP.f SANTA ANA' CA


Wayne J . Sand and Gravef Mine Project Traffic StudyCEQA Existing Setting Plus Cumufative

Morning Peak Hour

Scenario:

Command:Vol-ume:Geometry:Impact Fee:Trip Generation:Trip DistributionPaths:Routes:Configuration:


AM

AMExistingDefault Impact FeeAMAMDefaul-t PathsDefault RoutesAM Existing

Traffix 7.6.0115 (c) 2O03 Dowling Assoc. Licensed to URS CORP', SANTA ANA, CA

CEQA Existing Setting AM Sun Aug 30, 20L5 13:00:37 Page 2-1

Wayne J. Sand and Gravel Mine Project Traffic StudyCEQA Existing Setting Pl-us Cumul-ative

Morning Peak Hour

Zone# Subzone

TriP Generation RePort

Eorecast for AM


Trips TripsIn Out

Total B OfTrips Totaf

1 Wayne J. San 1.00 MiningZone 1 Subtotaf

2 Grimes Rock 1.00 Miningzone 2 Subtotal-

4 Grimes Rock 1.00 Miningzorre 4 Subtotal

5 CEMEX Existi 1.00 MiningZone 5 SubtotaÌ

6 Cumul-ative P 1.00 Mixed UseZone 6 Subtotal-

7 Cumulative P 1.00 Mixed UseZone J Subtotal

I Rancho San C 1.00 MiningZone 8 Subtotal

2L.OO 15.00

90.00 60.00

294.00 195.00

295.00 381.00

126.00 7 66.00

90.00 60.00

2I2l

1515

3636

9090

6060

150150

52 313t

B989

294294

195195

381381

61 661 6

21 .92r.9

tzo126

'7 66766

4B .448 .4

4.94.9

)qcÔ

7.21-2

4.94.9

489 15.9489 15.9

295295

r492t492

9090

6060

150150

TOTAL 1568 1514 3082 100.0

traffix 7.6.0115 (c) 2003 Dowling Assoc' Licensed to URS CORP'' SANTA ANA' CA

CEQA Existing Setting Al4 Sun Aug 30' 2015 13:00:37 Page 3-1

Wayne J. Sand and Gravel Mine Project Traffic StudyCEQA Existing Setting Plus Cumulative

Morning Peak Hour

Turning Movement ReportAM

Vol-ume Nolthbound Southbound Eastbound Westbound TotalType Left Thru Right Left Thru Right Left Thru Right Left Thru Right Vofume

#1 Moorpark Avenue (SR-23) at Los Anqel-esAvenue (sR-118) [City of Moorpark]Base 38 66 133 I52 54 92 103 780 19 1L2 801 ]-76Added000556000230002I8557rotal- 38 66 133 708 54 92 103 1010 79 II2 IOI9 673

246615 614021

#2 Moorpark Avenue (SR-23) at High Street [City of Moorpark]Base 23 300 222 I21 3I'l 11 2 11 2L 184 t2Added055700556000000rotal 23 85? 222 I21 8?3 11 2 71 27 184 72

L310

t37

130

13

137311132486


Base 24 I'7 3 0

Added 0 262 0

Totaf 24 435 0

23\ aL Broadv/ay Road lCounty of Ventura]0496643303s00017511000006'71653403500

R_J

825439

t264

#4 Grimes Canyon Road South at Broadv/ay Road lCounty of Ventura]BaseAddedTotaf

0

0

0

131

14

000

1

01

000

0

00

0

00

0

00

Jö

038

1101

1110

2'7

2632

265

806451

t251

I41911_13

2592

14081 113252r

#5 Grimes Canyon Road SoutBase000Added 0 0 0

Total 0 0 0

(sR-23)

at Los Angefes Avenue (

0 rL2 52 '7 900 1 1 1450 113 s3 93s

118) [County of Ventura]0 0 759 18 71180015303000 0 9r2 18 2018

h4't

047

R-

#6 A StreetBase 133Added ]LTotal 2O4

#7 crimes Canyon Road (SR-23)Base020666Added 0 248 15 6

Total 0 454 21' 12

#B Walnut Canyon Road (

Base 314 268 0

Added 0 557 0

Total- 314 825 0

#9 Moorpark AvenueBase 82 319Added 0 557Totaf 82 816

at Ventura Street (SR-126) [City of Fi]-Imorel106 '78 rB2 54 35 49r 159 155 790108000001061600274 't8 182 54 35 491- 265 315 190

at Wayne's ülay [County of Ventura]5880000001660000110154 0 0 0 0 11 0

1180

118

450

45

2346445

21 97

SR

05

5

000

000

23) at Casey Road lCity of Moorpark]060326'7026100 ss6 0 0 0 0 0

01159 26 'l O 267 0

(SR-23) at Poindexter Avenue ICity of Moorpark]10 1 352 202 228 11 136 5 43

0055600000010 1 908 202 228 11 136 5 43


CEQA Existing Setting AM Sun Aug 30, 2015 13:00:37 Paqe 3-2

I/{ayne ,J. Sand and Gravel- Mine Project Traffic StudycEoA Exísting Setting Plus Cumulative

Morning Peak Hour

Volume NorthboundType Left Thru Right

Southbound EastboundLeft Thru Right Left Thru Right

!ìlestbound Total-l,eft Thru Right VoJ-ume

#10 Sprinq Road at ],os Angeles AveBase 193 313 83 362 410Added00000TotaL 193 313 83 362 410

) tCity of Moorparkl728 993 2tO 72 970

o18600715t2B L119 270 72 L145

118a R-54

054

2840

284

407215 615 633

Traffi-x 7.6.0115 (c) 2003 Dowling Assoc. Licensed to URS CORP., SANTA ANA, CA

CEQA Existing Setting AM Sun Aug 30' 2015 13:00:39 Page 6-1-

Wayne J. Sand and Gravel- Mine Project Traffic StudyCEOA Existing Setting PIus CumuÌatj-ve

Morning Peak Hour

Intersection



Grj-mes Canyon Road (SR-23) at





üIal-nut canyon Road (SR-23) at


Spring Road at Los Angeles Ave

#1#2#3#4#s+6+1#8#9# 10

Impact Analysis ReportLevef Of Service

Baseoel/ v/

LOS Veh C

A xxxxx 0.532

A xxxxx 0.544

B 0.0 0.685

A 9.0 0.000

C xxxxx 0.706

B xxxxx 0.631

A 7.6 0.000

E xxxxx 0.903

A xxxxx 0.564

C xxxxx 0.779

Futureoel/ v/

LOS Veh C

F xxxxx 3.903

D xxxxx 0.892

c 0.0 0.892

A 9.0 0.000

D xxxxx 0.803

D xxxxx 0.808

c 20.7 0.000

F xxxxx 1.273

E xxxxx 0.911

F xxxxx 1.025

Changein

+ 3.3'7I v/c

+ 0.348 V/C

+ 0.000 D/v

+ 0.004 D/V

+ 0.091 v/c

+ o.t11 v/c

+13.081 D,/V

+ 0.37I v/C

+ 0.341 v/c

+ 0.246 v/c

Traffix 7.6.0115 (c) 2OO3 Dowling Assoc. Licensed to URS CORP., SANTA ANA' cA


ü¡ayne J. Sand and Gravel Mine Project Traffic StudyCEQA Existinq Setting Plus Cumulative

Morning Peak Hour

Level Of Service Computation ReportICU 1 (Loss as Cycle Length %) Method (Future Volume Alternatj-ve)


********************************************************************************Cycle (sec): 100 Critical- Vol./Cap. (X): 3.903Loss Time (sec): 10 (Y+R = 4 sec) Average Delay (sec/veh): xxxxxxOptimal CycJ-e: 100 Levef Of Service: F********************************************************************************Approach: North Bound South Bound East Bound West BoundMovement: L - T - R L - T _ R L - T _ R L - T _ R

-t---------ll---------ll---------ll---------------lControl: Sptit Phase Spl-it Phase Protected ProtectedRights: Ovl Ovl Include OvlMin.Green: O 0 0 0 0 0 0 0 0 0 0 0

Lanes: 1 1 0 0 1 1 0 1! 0 1 1 O 2 1 0 1 0 2 0 1

r---------------ll---------------ll---------------ll---------------lVolume Module:Base Vol: 38 66 133Growth Adj : 1.00 I .00 1 .00Ini-tiaf Bse: 38 66 133AddedVol: 0 0 0PasserByvoÌ: 0 0 0Initial Fut: 38 66 133User Adj: 1.00 1.00 1.00PHFAdj: 1.00 1.00 1.00PHF Volume: 38 66 133Reduct Vol: 0 0 0

Reduced Vol: 38 66 133PCE Adj: 1.00 1.00 1.00MLF Adj: 1.00 1.00 1.00Final Vol-. : 38 66 133

-t---------------l

r52 54 921 .00 1.00 1 .00r52 54 9255600

000708 54 92

1 .00 1 .00 1 .001.00 1.00 1.00708 54 92

000708 54 92

1 .00 1.00 1 .001 .00 1.00 1 .00708 54 92

t---------------

103 780 191.00 1.00 1.00103 780 19

o2300000

103 1010 191 .00 1.00 1.001 .00 1.00 1.00103 1010 79

000103 1010 79

1.00 1.00 1.001.00 1.00 1.00103 1010 19

t---------------l

772 801 1161.00 1.00 1.00772 801 rL6

0 2r8 557000

rr2 7019 6131 .00 1 .00 1 .001 .00 1.00 1 .00rr2 Lor9 6't3

000rr2 1,01,9 613

1 .00 1.00 1.001 .00 1.00 1.00772 ror9 613

t---------------lSaturation Ffow Modufe:sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600Adjustment: 0.94 1.00 O.94 0.94 1.00 0.94 0.94 1.00Lanes: 1.00 1 .00 1.00 1. 99 0.01 1 .00 I.00 2.94

1 6000. 940.06

1600 1600 16000. 94 1 .00 0.941 .00 2 .00 1 .00

Finaf sar.: 1500 1600 1500 2985 76 1500 1500 4711 83 1500 3200 1500-t---------ll---------ll---------ll---------------l

Capacity Anal-ysis Modufe :

Vot/Sat: 0.03 0.04 0.09 O.24 3.38 0.06 0.01 O.2I 0.23 O.O1 O-32 0.45crit Moves: **** **** **** ************************************************************************************


CEQA Existing Setting AM Sun Aug 30, 2015 13:00:39 Page B-1

Wayne J. Sand and Gravef Mine Project Traffic StudyCEQA Existing Setting Plus Cumulative

Morning Peak Hour

Level Of Service Computation ReportICU 1(Loss as cycle Length %) Method (Future volume Afternative)

********************************************************************************Intersection #2 Moorpark Avenue (SR-23) at High Street ICity of Moorpark]********************************************************************************Cyc1e(sec):lO0Criticafvol'/cap'(x):0'892lóss time (sec): 10 (y+R = 4 sec) Average Delay (sec/veh): xxxxxxOptimal- Cycle: 96 Level Of Service; D

********************************************************************************Approach: North Bound South Bound Eas Bound litrest Bound

Movement: L - T - R l, - T - R L - T - R L - T - R

-l---------ll---------ll---------ll---------------lControl: Permitted Permltted Spfit Phase Split Phase

Rights: IncÌude Incfude Incfude fncludeMin.Green: 0 O 0 O O O O 0 0 0 0 0

Lanes: O I 0 O 1 1 O 0 1 O O O 11 0 0 0 1 0 0 1

-l---------ll---------ll---------ll---------------lVolume Module:BASC VOf i ¿Jcrov'rth Adj : 1.00fnitiaf Bse: 23Added Vof: 0

PasserByvol: 0

Initial- Fut: 23User Adj : 1.00PHF Adj : 1.00PHF Vol-ume: 23Reduct Vol-: 0

Reduced Vol-: 23PcE Adj : 1.00MLF Adj : 1.00Finaf Vol. : 23

1 .00 1 .001 .00 1.00

211

3001.00

300cq?

0857

1 .001 .00

8570

8571 .001 .00

857

111.00

110

011

1.001 .00

110

111 .001.00

11

2

002

1.00 1

1.00 1

2

0

2

1,3't1 .00

1 )-

00

1 .001.00

7310

r311 .001.00

1-31

2221 .00

00

1 .001 .00

2220

2221 .001 .00

222

1271 .00

7210

0721

1 .001 .00

r210

r211 .001 .00

r21

3111 .00

371556

0

8731 .001.00

8730

8131 .001.00

873

l1.00

T100

7'7

.00

.00I1

0

271.00

2T00

2I1.001 .00

2t0

2I1.001 .00

2I

1841 .00

1840

0184

1 .001 .00

1840

1841 .001 .00

184

I21.00

720

072

1.001.00

I20

I21.001.00

72

2

1.00 1

137

T1

| --------------- | l--------------- | l--------------- | --------------- l

Saturation FÌohr Modul-eSat/Lane: 1600 1600Adjustment: 0.94 1.00Lanes: 0.03 0.97Finaf Sat.: 39 1558

1 6000.941.001 500

1 600o.940.53

788

1 6000.940.941408

0000069B

1 6000.941.001500

1600 16000.94 1.001 .00 0.991500 1580

00 160094 1.0005 0 .427s 680

1 6000. 940 .01

19

t60.0.

761.0.

-l---------ll---------ll---------Capacity Analysis Module:voi/s.tl 0.01 o. s5 0.15 o. oB 0.55 0.59 0 ' 03 0 ' 03 0 ' 03

Cfit MOVeS. **** **** ******************************************************************

| --------------- l

0.13 0. 12 0.09

******************

Traffix ?.6.0115 (c) 2OO3 DowÌing Assoc' Licensed to URS CORP'' SANTA ANA' CA


Wayne J. Sand and Gravel- Mine Project Traffic StudyCEQA Existing Setting Pl-us Cumul-ative

Morning Peak Hour

Level Of Service Computation Report2O0O HCM Unsigna]-ized Method (Future Volume Afternative)

********************************************************************************Intersection #3 Grimes Canyon Road (SR-23) at Broadway Road [County of Ventura]********************************************************************************Cycfe (sec):Loss Time (sec)Optimal- Cycle:***************Approach:Movement: L

Volume Module:_tsase vol ? ¿4Growth Adj : 1.00Initial Bse: 24Added VoÌ: 0

PasserByvol: 0

-[n-Itra.L IUE: ¿4

User Adj : 1.00PHF Adj: 1.00PHF Volume: 24Reduct Vol: 0Final Vol.: 24

Sat/Lane:AdjustmentLanes:Finaf Sat.

1 Critical Vol- . /CaP. (X) : O -892: O (Y+R : 4 sec) Average Delay (sec/veh): 79-2

O Levef Of Service: C

*****************************************************************North Bound South Bound East Bound West Bound

_T_RL_T_RL-T-RL_T-R-l---------ll---------ll---------ll---------------l

Control: Yield Sign Stop Sign Stop Sign Stop SignRights: Include Include Incfude IncfudeLanes: 1 O 1 O O O O 0 1 0 0 0 1! 0 0 0 0 0 0 0

t---------------ll---------------ll---------------ll---------------lr13

I .00713262

0435

1 .001.00

4350

435

0

0

00

1.001.00

000

0 4961.00 1.00

0 4960 17500o 617

1.00 1.001.00 1.00

o 61r00o 617

331.00 1

??

1

0

00 1.00 L

00 1.00 1

34000

340

35.00

2q

0

0

35.00.0035

035

1.00 1

1.00 1

0

00

I0

00640064

1

0

65000065

0

65

1

000

0

000

0

1.00 1

00

00

0

0000

0

000

0

0

0

00000

0

00

00

0000.000

1

0

00000

00000

00

0

1

00000000 1.00 1.00 1.00 1.00 1.0000 0. 91 0.09 0.49 0.00 0. 51o ']-52 13 131 0 134

341

11

1

1

1

001.00 1 .001 .00 I .00546 546

0000 1.0000 0.0000

1

01

01

01

0

00000

0

Capacity Analysis Modufe:vol-/Sat : O. 04 O. BO O. OO O ' 00 0.89 0.89 0.26 0.00 0.26 0.00 0

1 .000. B020 .61 .0020 .6

0

1 .000 .000.0

1.000.0

0

1.000. B929.'71.00)a 1

0

1.000. B91A 1

1.00aa 1

0

1 .000 .000.0

1.000.0

0

0. 00

1.000.000.0

1 .000.0

0

Crit Moves:Green/Cycfe:1.00Volume/Cap: 0.04Delay/Veh: 7.2Delay Adj : 1.00AdjDeI/Vehz 1.2DesignQueue: 0

1 .000 .000.0

1 .000.0

0

1.00 1.000.26 0.002.1 0 .0

1.00 1.002.'t 0.0

00

1.000.26

)1

1.002.1

0 0

1

0

0

0.01

Traffix 7.6.0115 (c) 2003 DowJ-ing Assoc. Licensed to URS CORP./ SANTA ANA| CA


Wayne J. Sand and Gravel- Mine Proiect Traffic StudyCEOA Existing Setting PIus Cumulative

Morning Peak Hour

2************Intersection************Average Defa************Approach:Movement:

Control-:Rights:Lanes:

Vofume Modul-e:Base Vol-: B 0

Growth Adi : 1.00 1.00Initial- Bse: I 0

Added Vol: 0 0

PasserByvof: 0 0

Initiaf Fut: 8 0

User Adj : 1.00 1 .00PHE Adj : 1.00 1.00PHF Volume: B 0

Reduct VoI: 0 0

Final- Vol-.: B 0

Critical- Gap Module:Critical Gp: 6.4 xxxxFollowUpTim: 3.5 xxxx

1.00 1.00 1.00 1.001.00 1.00 1.00 1.00

000380000'00038

Level- Of Service Computation Report000 HCM Unsignafized Method (Future Volume Al-ternative)********************************************************************#4 Grimes Canyon Road south at Broadway Road lcounty of ventura]

********************************************************************y (sec/veh) : . 5.9 vìlorst Case Level Of Service: A[ 9'0]********************************************************************

North Bound South Bound East Bound West Bound

L-T-RL-T-RL-T-RL-T-Rt---------------ll---------------ll---------------ll---------------l

Stop Sj-gn Stop Sign Uncontrolled Uncontrol-ÌedInclude Incl-ude Incl-ude Include

0 o 1! o o o o 0 o 0 0 0 0 1 0 0 1 0 0 0

t---------------ll---------------ll---------------ll---------------l

1 001?

1

0'74

0000'74

0'74

1

1.00'7

0

0'7

1.001 .00

1

01

110 211.00 1.00110 27

1000

111 211.00 1.001 .00 1.00111 21

00111 21

01 .00

000

0

001.00 1.00

00000000

00000

L

01.00

000

01 .001.00

00

0

380038

00

38

000

000

0

t

1

1

1

1

00

4.1 xxxx xxxxx2.2 xxxx xxxxx

| --------------- l

Capacity Module:Cnllict VoI: 291 xxxx 42 xxxx xxxx xxxxx xxxx xxxx xxxxx 45 xxxx xxxxxpotent cap.: ?04 xxxx 1035 xxxx xxxx xxxxx xxxx xxxx xxxxx 1576 xxxx xxxxxuove cap.: 664 xxxx 1035 xxxx xxxx xxxxx Xxxx xxxx xxxxx 1576 xxxx xxxxxVolume/ðap: 0.01 xxxx O.O7 xxxx xxxx xxxx xxxx xxxx xxxx 0.07 xxxx xxxx

-l---------ll---------ll---------ll---------------lLevel Of Servíce Module:Queue: xxxxx xxxx xxxxxStopped Def:xxxxx xxxx xxxxxLOS by Move: * * *

MovemeNt: LT - LTR - RT

Shared Cap.: xxxx 982 xxxxxSharedQueue:xxxxx 0.3 xxxxxShrd StpDel:xxxxx 9.0 xxxxxShared LOS: * A *

ApproachDel: 9.0Approachlos: A

6.2 xxxxx xxxx xxxxx xxxxx xxxx xxxxx3.3 xxxxx xxxx xxxxx xxxxx xxxx xxxxx


LT - LTRxxxx xxxx

XXXXX XXXXxxxxx xxxx**

xxxxxx*

XXXXXxxxxx

-RTxxxxxXXXXXxxxxx


!a - !fÁ

xxxx xxxxxxxxx xxxxxxxxx xxxx**

VVYVY!*

xxxxxxxxxx

-RTxxxxxxxxxxxxxxx

VYYY

xxxx

LTRxxxxxxxxxxxx

xxxxxx

XXXXXxxxxx

-RTxxxxxxxxxxxxxxx

0.2'E

A

u.z

LTxxxx

A

Traffix 7.6.0115 (c) 2003 Dowling Assoc. Licensed to URS CORP'/ SANTA ANA/ CA

CEQA Existing Setting AM Sun Aug 30, 2OL5 13:00:39 Page 1-1-1

Wayne ,J. Sand and Gravel- Mine Proiect Traffic StudyCEQA Existing Setting Pl-us Cumulative

Morning Peak Hour

Level Of Service Computation ReportICU 1(Loss as Cycle Length %) Method (Future Volume Alternative)

********************************************************************************Tntersection #5 Grimes Canyon Road South at Los Angeles Avenue (SR-118) [County********************************************************************************Cycle (sec): 100 Critical Vol./Cap. (X): 0'803lãss Time (sec) : 10 (y+R : 4 sec) Average DeÌay (sec/veh) : xxxxxxOptimaÌ Cycle: 6'r. Level Of Service¡ D

********************************************************************************Approach: North Bound south Bound East Bound !üest Bound


-l---------ll---------ll---------ll---------------lcontrol_: split Phase split Phase Protected ProtectedRights: Incfude Incfude Incfude IncfudeMin.creen: O O 0 O 0 0 0 0 0 0 0 0

Lanes: O 0 0 O 0 0 O 11 0 0 1 0 1 0 0 0 0 1 0 1

-l---------ll---------ll---------ll---------------lVol-ume ModuleBase VoI:Growth Adj:Initial- Bse:Added Vol:PasserByvol-:Initial Fut:User Adj:PHF Adj r

PHF Vofume:Reduct Vol:Reduced Vol-:PCE Adj:MLF AdJ:Einaf Vol-. :

411 .00

410

04'7

1.001.00

4'7

0

01.00

000

0

1 .001.00

0

0

01.001.00

0

L121.00LI2

1

0

1131 .001 .00

1130

1131 .001.00

113

tÔ

1.00

1

0

531 .001 .00

530

531 .001.00

53

'7 901.00

790145

0935

1 .001.00

9350

9351 .001.00

935

01.00

0

000

1.001 .00

00

0

1.001.00

0

1591.00

'7 59153

0

9121.001.00

9L20

9121.00

001.00 1 .00

00000000

1.00 1 .001.00 1.00

000000

1.00 1.001.00 1.00

00

1

000

0

0

00

0000

000

0000

0

01 .00

0

0

00

1 .001 .00

0

0

0

T

1B0018

00

18000018

0

1B00001B

1

11

1

471

I1

1

1 .001 .00

47

00 1

100 1.00o 9r2

Saturation Flow Module:Sat/Lane: 16OO 1600 1600 1600 160O 1600 1600 1600 1600 1600 1600 1600

Adjustmenr: 1. OO 1 .00 1.00 1. OO 1.00 1 .00 1.00 1.00 1.00 1 .00 1.00 1.00Lanes: o. oo o.0o 0. oo 0.29 o.0o 0.71 1.00 1.00 0.00 0.00 1.00 1.00Final sat.: 0 o o 470 o 1130 1600 1600 0 0 1600 1600

-l---------ll---------ll---------ll---------------lCapacity Analysì-s Module :

vor/sut r o.0o o.0o o. o0 o.10 0. oo 0.10 0.03 0.58 0.00 0.00 0. 57 0.01Cfít MOVeS. **** **** ************************************************************************************

Traffix ?.6.0115 (c) 2003 Dowlì-ng Assoc. Licensed to URS CORP" SANTA ANA, CA


Wayne J. Sand and Gravel- Mine Project Traffic StudyCEQA Existing Setting Pfus Cumul-ative

Morning Peak Hour

Level- Of Service Computation ReportICU 1(Loss as Cycle Length g) Method (Future Vol-ume Afternative)

********************************************************************************Intersection #6 A Street (SR-23) at Ventura Street (SR-126) [City of Filfmore]********************************************************************************Cycle (sec) : 100 Critical VoJ-. /Cap. (X) : 0.808Loss Time (sec): 10 (Y+R : 4 sec) Average Del-ay (sec/veh): xxxxxxOptimal Cycle: 69 Leve1 Of Service: D

********************************************************************************Approach: North Bound South Bound East Bound West BoundMovement: L - T - R L - T - R L - T - R L - T - R

-t---------ll---------ll---------ll---------------lControl-: Protected Protected Protected ProtectedRights: Incl-ude fnclude Include IncludeMin.Green: O 0 0 0 0 0 0 0 0 0 0 0

Lanes: I O 0 1 0 1 0 0 1 0 1 0 1 1 0 1 0 1 1 0

r---------------ll---------------ll---------------ll---------------lVofume Module:Base Vol-: 133Growth Adj : 1.00Initial Bse: 133Added VoÌ: 7tPasserByvol: 0Initial- Fut: 204User Adj : 1.00PHF Adj : 1.00PHF Vofume: 204Reduct Vol: 0Reduced Vol: 2O4PcE Adj : 1.00MLF Adj : 1.00Finaf Vol.: 204

155 790 451 .00 1.00 1.00155 190 45160 0 0

000315 7 90 45

1 .00 1.00 1.001 .00 1.00 1.00315 190 45

000315 790 45

1 .00 1.00 1.001.00 1.00 1.00315 190 45

t---------------l

1181 .00

1180

0118

1 .001 .00

1180

1181 .001.00

118

1061 .00

106108

0274

1 .001 .00

2140

2141 .001.00

274

1B r82 541 .00 1 .00 1 .00

18 r82 54000000

18 IB2 541 .00 1.00 1 .001 .00 1.00 1 .00

'78 rB2 54000'78 rB2 54

1 .00 1.00 1.001 .00 1.00 1 .00

78 782 54

| --------------- l

35 497 1591.00 1 .00 1.00

35 49r 15900106000

3s 497 2651 .00 1.00 1.001.00 1.00 1.00

3s 49r 265000

35 497 2651 .00 1.00 1.001 .00 1.00 1.00

35 49r 265t---------------

Saturation Flow Modufe:sar/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600Adjustmenr: 1.00 1.00 1.00 1 .00 1.00 1.00 1 .00 1.00 1.00 1 .00 1.00 1.00Lanes: 1.00 0.36 0.64 1.00 0.77 0.23 1.00 1.30 0.70 1.00 1.89 0.11Finat sat.: 1600 569 1031 7600 7234 366 1600 2078 1722 1600 3028 7'72

-l---------ll---------ll---------ll---------------lCapacity Analysis Modul-e :

vol/Sat: O.L3 O.2I 0.2I 0.05 0.15 0.15 O.02 0.24 0.24 O-2O O'26 0.26crit Moves ' **** **** **** ************************************************************************************

Traffix 7.6.0115 (c) 2003 Dowling Assoc. Licensed to URS coRP., SANTA ANA, CA


V{ayne J . Sand and Gravel Mine Prolect TraffÍc StudyCEOA Existing Setting Plus Cumul-ative

Morníng Peak Hour

Level- Of Service Computation Report2000HcMUnsignalizedMethod(FutureVolumeAlternative)

********************************************************************************Intersection #7 Grimes Canyon Road (SR-23) at Wayne's lrlay fCounty of Ventura]********************************************************************************Averaqe Delay (sec/veh): 0.3 worst case J,evel of Servj-ce: cl 20'11********************************************************************************Approach: North Bound South Bound East Bound !^lest Bound

MovEMENt: L - T _ R L - T - R L - T - R L - T - R

-r---------ll---------ll---------ll---------------lControl: Uncontrolted Uncontrol-fed Stop Sign Stop SignRights: Include Incfude Include IncludeLanes: 0 0 0 1 0 O 1 O O O 0 O O 0 0 0 0 11 0 0

-l---------ll---------ll---------ll---------------lVofume Module:Base VoI:cror^tth Adj:Initial Bse:Added Vof:PasserByvoI:Initial Fut:User Adj : 1.00 1.00 1 .00PHF Adj : 1.00 1 .00 1.00PHF Vol-ume: 0 454 2IReduct VoI: 0 0 0

Einal Vol. : 0 454 21'

Critical GaP Module:Critical GP:xxxxx xxxx xxxxxFollowUpTim:xxxxx xxxx xxxxx

-t---------------lCapacity Module:Cnflict Vol: xxxx xxxx xxxxxPotent Cap.: xxxx xxxx xxxxxMove Cap.: xxxx xxxx xxxxxVolume/CaP: xxxx xxxx xxxx

-l---------------lLevel Of Service Modufe:Queue: xxxxx xxxx xxxxxStopped De.I:xxxxx xxxx xxxxxLOS by Move: * * *

MoVeMCNt: LT - LTR - RT

Shared Cap.: xxxx xxxx xxxxxSharedQueue:xxxxx xxxx xxxxxShrd StpDel:xxxxx xxxx xxxxxShared LOS: * * *

ApproachDel: xxxxxxApproachlos: *

1.00 1

1.00 1

00

0

xxxxxxxxYVYY

xxxx

xxxx xxxxxxxxx xxxxxxxxx xxxxxxxxx xxxx

t---------------l

01 .00

0

000

206 6

1.00 1.00 1

206 6

248 1500

454 2r

6

.006

6

0

t2.00.00L2

072

5881.00

5BB]-66

0154

1.001.00754

0754

0

1.000

5

0

1.001.00

5

0

01.00

000

01 .001 .00

0

00

1

0

0000

0

0

000

00

0

0

0000

0

00

1

0

1 .000000

00000

1

0000 1.0000

11 000

11 0

00 1.0000 1.0011 000

1l_ 0

1

11

1

00 11

4.1 xxxx xxxxx xxxxx xxxx xxxxx2.2 xxxx xxxxx xxxxx xxxx xxxxx

| --------------- | I --------------- |

6.4 xxxxxxxx

63

2

3

475 xxxx xxxxx1098 xxxx xxxxx1098 xxxx xxxxx0.01 xxxx xxxxr---------------ll

xxxx xxxxx xxxxx xxxx xxxxxxxxx xxxxx xxxxx xxxx xxxxx*****

-LTR-RT LT_LTR-RT

1243 xxxx 464195 xxxx 602193 xxxx 602

0.06 xxxx 0.01l---------------l

xxxxx xxxx xxxxxxxxxx xxxx xxxxx***

LT-LTR-RT

0.08.3

ALT

xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 245 xxxxxO.O xxxx xxxxx xxxxx xxxx xxxxx xxxxx 0'2 xxxxx8.3 xxxx xxxxx xxxxx xxxx xxxxx xxxxx 20.7 xxxxxA******c*xxxxxx xxxxxx 20.'7

**C

Traffix ?.6.0115 (c) 2OO3 Dowlj-ng Assoc. Licensed to URS CORP'' SANTA ANA' CA

CEQA Existlng Setting AM Sun Aug 30, 2015 13:00:39 Page 14-1


Morninq Peak Hour

Level Of Service Computation ReportICU 1(Loss as Cycle Length t) Method (Future volume Alternative)

********************************************************************************Intersection #8 Wafnut Canyon Road (SR-23) at Casey Road [City of Moorpark]********************************************************************************Cycle(sec):l-O0criticalVol'/Cap'(x):I'213Lãss time (sec) : 10 (y+R : 4 sec) Average Delay (sec/veh) : xxxxxxOptimal Cycle: 100 Level Of Service; F

********************************************************************************Approach: North Bound South Bound East Bound West Bound


-l---------ll---------ll---------ll---------------lControl-: Prot+Permit Permitted Protected ProtectedRights:fncfudelncl-udelncfudelncfudeMín.creen: 0 O O O O O 0 0 0 0 0 0

Lanes: 1 0 1 O O O 0 O 1 0 1 0 0 0 1 0 0 0 0 0

-l---------ll---------ll---------ll---------------lVol-ume Module:Base Vol: 314 268Growth Adl: 1.00 1.00Initial- Bse: 374 268Added Vol: 0 557PasserByvol: 0 0

Initiaf Fut: 3I4 825User Adj : 1.00 1.00PHF Adj : 1.00 1.00PHF Volume: 314 825Reduct Vol-: 0 0

Reduced Vof: 374 825PCE Adj : 1.00 1.00MLF Adj: 1.00 1.00Final Vol. : 31'4 825

001.00 1.00

00000000

1 .00 1.001.00 1.00

1

1.00 1

1

0

07

1.00 1

1.00 1

7

0'7

0

1.0000

00

1 .001 .00

000

1.001 .00

0

0

1 .0000

00

1.001.00

000

1 .001 .00

0

000

0

000

0000

0

0

00000

0

000000

1.00 1.001 .00 1.00

00

6031.00

6035s6

0115 9

1.001 .00115 9

0115 9

1.001.00115 9

¿61 .00

260

026

1 .001 .00

260

261 .001 .00

26

26r1.00

26L0

0zôr

1.001.00zor

026r

1 .001.0026r

1

000

0

0

00

0000

00

0

0000

0

11

1.00 1

1.00 1

1

00 160094 1.0000 0.980 1565

00 1600 160094 0. 94 1.0002 1.00 0.0033 1s00 0

1 6000. 941 .001500

00 160094 1.0000 0.0000

1 6000. 940.00

0

t_

1

Saturation Elow ModufeSat/Lane: 1600 1600Adjustment: 0.94 1.00Lanes: 1.00 1.00Finaf Sat.: 1500 1600

-l---------ll---------ll---------ll---------------lCapacity AnalYsis Module:voi/sat: O.2I O.S2 0.00 O.OO 0.74 O.19 0.00 0.00 0.17 0.00 0.00 0-00Crit MOVeS. **** **** ************************************************************************************

760.0.

160.U.

T60.0.

L60.0.

009400

0

Traffix 7.6.0115 (c) 2003 Dowling Assoc- Licensed to URS CORP', SANTA ANA, CA

CEQA Existing Setting AM Sun Auq 30t 2OI5 13:00:39 Page 15-1

Wayne J . Sand and Gravel Mine Project Traffic StudyCEQA Existing Setting Ptus Cumu]ative

Morning Peak Hour

Level Of Service Computation ReportICU 1(Loss as cycle Length 3) Method (Future Volume Alternative)

*****************************************************t**************************

Intersection#gMoorparkAvenue(SR-23)atPoindexterAvenue[cityofMoorpark]******************************************************************************Cycfe (sec) : 1OO Critical Vof'/Cap' (X): 0'911lãss Time (sec): 10 (y+R : 4 sec) Average Delay (sec/veh): xxxxxxOptimaf Cycle: 1OO Levef Of Service¡ E

**************************l****************************************************

Approach: North Bound South Bound East Bound West Bound


-l---------ll---------ll------ll---------------lControl: Protected Protected Split Phase Split Phase

Rights: Incfude Include Include IncludeMin.Green: O 0 O O 0 O O 0 0 0 0 0

Lanes: 1 0 O 1 O 1 0 1 O 1 O 1 0 1 0 1 0 0 1 0

-l---------ll---------ll---------ll---------------l5 43 13

1.00 1.00 1.005 43 130000005 43 13

1 .00 1.00 1.001 .00 1.00 1.00

5 43 130005 43 13

1.00 1.00 1.001 .00 1.00 1.00

5 43 13

lt---------------l

Volume Module:Base Vol: 82Growth Adj: 1.00Initial Bse: 82Added Vof: 0

PasserByvol: 0

InitiaÌ Fut: 82User Adj : 1.00PHF Adj: 1'00PHF Volume: 82Reduct Vol: 0

Reduced Vol: 82PCE Adj : 1.00MLF Adj : 1.00Einal Vol. : 82

3191 .00

319557

081 6

1 .001 .00

81 6

0876

1 .001 .00

B'7 6

101 .00

1000

101 .001.00

100

101 .001.00

10

1

1

00-t

001

0000

1

01

3521.00

a tra

5560

9081.001.00

9080

9081.001 .00

908

2021 .00

2020

0202

1 .001.00

2020

2021 .001.00

202

2281.00

zzo0

0

2281.001 .00

2280

2281.001 .00

228

111.00

1100

111.001 .00

110

111 .001.00

11

1361.00

1360

0136

1.001 .00

1360

1361 .001 .00

136

1

1

Saturation Ffo\^r ModuleSat/Lane: 1600 1600Adjustment: 0.94 1.00Lanes: 1.00 0.99Finaf Sat.: 1500 1582

| --------------- | l--------------- | | ---------------

1 .001.00

1

1 6000.940 .01

I1

1600 16000.94 1.001 .00 1.001s00 1600

1 6000.941.001500

16000. 940.731088

1600 16000.94 1.007.OO 0.211500 439

1600 1600 16000.94 1.00 0.941.00 0.77 0.231500 1229 348

| --------------- l

Capacity AnalYsis Module:voi/sutt 0.05 0.55 0.59 o.o0 0.57 0.13 0'15 0'03 0.13 0.00 0.03 0.04

**************************************************************************Crit Moves

**********

Traffix 7.6.0115 (c) 2003 Dowling Assoc. Licensed to URS coRP.f SANTA ANA/ CA


9{ayne J. Sand and Gravel Mine Project Traffic StudyCEQA Existing Settinq Pfus Cumul-ative

Mornlng Peak Hour

Level Of Service Computation ReportICU 1(Loss as cycfe Lenqth %) Method (Future volume Alternative)

********************************************************************************Intersection #10 Spring Road at Los Angefes Ave (SR-118) [City of Moorpark]********************************************************************************Cycle (sec) : 1OO Criticat Vol ' ,/Cap ' (X) : I 'O25Lãss Time (sec) : 10 (y+R : 4 sec) Averaqe Delay (sec/veh) : xxxxxxOptimal Cycle: 100 Levef Of Service¡ F

********************************************************************************Approach: North Bound South Bound Eas Bound V{est Bound

MovemENt: L - T - R L - T _ R L - T - R L - T - R

-l---------ll---------ll---------ll---------------lControl: Protected Protected Protected ProtectedRights: Include Ovt Incfude OvlMin.creen: O O O O O O O 0 0 0 0 0

Lanes: 2 O 1 1 O 2 O 1 0 1 2 0 2 O 1 1 0 2 0 1

-t--------- | l--------- I l--------- I l--------------- I

Volume ModufeBase Vof:Growth Adj:Initial Bse:Added Vol:PasserByvof:Initial Fut:User Adj:PHF AdJ:PHF Volume:Reduct Vof:Reduced Vof:PCE AdJ:MLE AdJ:Finaf Vol.:

3131.00

31300

3131 .001.00

3130

3131 .001 .00

313

541.00

q¿

00

541 .001.00

540

54

r281.00t28

0

0

I2B1.001 .00

I2B0

T2B

9931 .00

993186

0

r'Ì191 .001.00I11 9

0r11 9

2701.002r0

0

0

2ro1.001 .002r0

0

270

121.00

120

0

721.001 .00

120

12

9101.00

9'7 01'7 5

0

r'7 451 .001.00r'7 45

01-'7 45

2841.00

2840

0

2841.001.00

2840

2841 .001.00

284

1931 .00

10?

00

1931.001 .00

1930

1931.001.00

193

831 .00

B300

B31 .001 .00

B30

B31 .001 .00

83

3621 .00

3620

0

3621.001 .00

3620

3621.001 .00

362

4101.00

41000

4101 .001.00

4100

4101 .001.004ro

1. OO 1.00 1.00 1.00 1 .00 1.001 . OO 1 .00 1 .00 1 .00 1 .00 1.00

54 r2B 1119 270 12 7145

t---------------ll---------------ll---------------ll---------------lSaturation Ffol^l Module:Sat/Lane: 1600 1600 1600Adjustment: 0.94 1.00 O.94Lanes: 2.00 1.58 O -42Final Sat. : 3000 2529 629

-l---------------llCapacity AnaÌYSis Modufe :

Vol/Sat: 0 .06 O .I2 0.13CTit Moves**********

1600 16000.94 1.002 .00 1.003000 1600

1 6000.941 .001500

1 6001 .002.003200

1600 1600 1600 16000.94 0.94 1.00 0.941 .00 1 .00 2 .00 1.001500 1500 3200 1500---- I I --------------- |

1 600aì q¿

2 .003 000

o .r2 0.26 0. 04 O . 04 0. 56 0. 14 0 .05 0. 55 0.19**** **** ****

**********************************************************************

Traffix 7.6.0115 (c) 2OO3 DowÌing Assoc. Licensed to URS coRP.r SANTA ANA' CA

CEQA Existing Settíng PM Sun Aug 30' 2015 13:01:28 Page 1-1

Vlayne J. Sand and Gravel- Mine Project Traffic StudyCEQA Existing Setting Plus Cumulative

Evening Peak Hour

Scenario

Cornmand:Vo.lume:Geometry:Impact Fee:Trip Generation:Trip DistributionPaths :


Scenarj-o RePortCEQA Existing Setting PM

PM

PM

ExistíngDefault Impact FeePM

PM

Default PathsDefault RoutesPM Existing

Traffix 7.6.0115 (c) 2003 DowÌing Assoc. Licensed to URS CORP'' SANTA ANA, CA

CEQA Existing Setting PM Sun Aug 30, 2015 L3:01:28 Paqe 2-I

V{ayne ,J. Sand and Gravel Mine Project Traffic StudyCEQA Existing Setting Plus Cumulative

Evening Peak Hour

Zone# Subzone Amount Units


Forecast for PM

RateIn

Trips Trips Total- I OfRateOut In Out Trips Total

1lfayne,J. San 1.00 MiningZone 1 Subtotaf

2 Grimes Rock 1.00 MiningZone 2 Subtotal

4 crimes Rock 1.00 Miningzone 4 Subtotaf


6 Cumul-ative P 1.00 Mixed UseZone 6 Subtotal

7 Cumul-ative P 1.00 Mixed UseZone '7 Subtotal-

B Rancho San C 1.00 MiningZone 8 Subtotal-

2424

2424

484B

1515

L979

3434

8181

8181

762762

392392

269269

66r661,

23.3aa a

BBB

BBB

983983

tglttglt

66.066.0

2424

2424

4B4B

6

6

6

6

(\ ¿.

0.4

r.1r.1

7.27.2

E'

q?

7.7I.1

T272

24.00 24 .00

15.00 19.00

81.00 81 .00

392.OO 269.OO

888.00 983.00

24.00 24 .O0

TOTAL 1430 1406 2836 100.0


CEQA Exj-sting Setting PM Sun Aug 30, 2015 l-3:01:28 Page 3-1

Wayne J . Sand and GraveÌ Mine Project Traffic StudyCEQA Existing Setting PIus Cumul-ative

Evening Peak Hour

Turning Movement ReportPM

Volume Northbound Southbound Eastbound Westbound TotalType Left Thru Right Left Thru Right Left Thru Right Left ThIu Right vofume

#1 Moorpark Avenue (SR-23) at Los AngelesAvenue (SR-118) lcity of Moorpark]Base 47 64 131 2OO 96 106 729 923 25 255 9I4 97

Added00034300029500266464Total4:-6413154396106I29I2:-8252551180561

298t13 684349

1308807

2II5

S2 Moorpark Avenue (SR-23) at HighBase 33 225 337 60 22O

AddedO46400343rotal 33 689 33']- 60 563

Street [City of Moorparkl41 26200

47 262

at !ùayne's lrlay [County of Ventura]000300040007

lCity of MoorParkl10020800000

1002080

I08

1

0'7

200

¿U

t40

I4

B10

81

#3 Gri¡nes CanYon Road (

Base 35 509 0

Added 0 12 0

Total- 35 58 1 0

#4 Grimes Canyon Road South at Broadway Road

BaSeAddedTotal

#5 Grimes Canyon Road South at LosBaSeAddedTotal

23) at Broadway Road lCounty of Ventura]02733s8103300o 14 o 0 0 0 0 0

o 2B'7 3s 81 0 33 0 0

[County of Ventura]o5211553000000052115530

2640

264

Angeles Avenue (SR-118) [County of Ventura]67 9L 9OO 0 0 152 32 18660 o rlï 0 0 1'9'l 0 375

6L 91 1078 0 0 949 32 2247

SR-0

00

000

00

0

32

00

0

3)2

2

4

000

00

0

906I46

7052

'7

01

0

00

0

00

0

0

0

0

0

0

0 1030 ,00 103

240

24

000

300

30

#6 A Street (sR-23) at Ventura street (sR-126) [City of Fi]-fmorelBaSe2I326274LI25:-2640138919571..166568added3004500000294400Total- 243 262 186 L25 1'26 40 13 891 I24 161 665 68

28r6148

2964

'7'10

150920

13 68807

2L1 5

#7 Grimes Canyon RoadBase 0 554 1

Added 0 68 4

TôtaI O 622 5

#8 Walnut Canyon Road (

Base 146 653 0

Added 0 464 0

Total 146 I]-I'7 0

(sR-23)

23) al Casey Road034290343006859

( sR-2

SR

201IU

211

#9 Moorpark AvenueBase 59 3'lIAdded 0 464Total- 59 835

at Poindexter Avenue lCity of Moorpark]11 44r 25r 309 24 126 18 31

034300000011 184 25I 309 24 126 l-B 31

190

19

7684807

249r

Traffix 7.6.0115 (c) 2003 Dowling Assoc. Licensed to URS CORP', SANTA ANA' CA

CEoA Existing setting PM Sun Aug 30, 2015 13:01:28 Page 3-2

Wayne J. Sand and Gravel Mine Project Traffic StudyCEQA Existing Setting Pl-us Cumufative

Evening Peak Hour


Southbound EastboundLeft Thiru Right Left Thru Right

Westbound TotalLeft Thru Right Volume

*10 Spring Road at Los Angel-es Ave (SR-Base 241 322 64 404 365 60Added000000Total 24'7 322 64 404 365 60

) tCity of Moorparkl111 9BB 341 144 1053

063700131777 7625 34r r44 t1B4

118422

0

422

452r13 6B

5BB 9



Wayne J. Sand and Gravef Mine Project Traffic StudyCEQA Existing Setting PIus Project

Morning Peak Hour

Scenari-o:

conmand:Vofume:Geometry:fmpact Fee:Trip Generation:Trip Distribution



AMAMExistingDefauft Impact FeeAM

AMDefault PathsDefault RoutesAM Existing

Traffix ?.6.0115 (c) 2OO3 Dowling Assoc. Licensed to URS CORP', SANTA ANA, CA

CEQA Existlng Setting PM Sun Aug 30, 2015 13:01:30 Page 6-1

V,tayne ,J. Sand and Gravel- Mine Project Traffic StudyCEQA Existing Setting Plus Cumufative

Evening Peak Hour

Impact Analysis ReportLevel Of Service

Intersection BaseDeI/ v/

LOS Veh C

# 1 Moorpark Avenue (SR-23) at Los B xxxxx 0.639


# 3 crimes Canyon Road (SR-23) at B 0.O L.024



# 6 A Street (SR-23) at Ventura St D xxxxx 0.811

# 7 crimes Canyon Road (SR-23) at B 13.3 0.000

# B walnut Canyon Road (SR-23) at B xxxxx 0.647

# 9 Moorpark Avenue (sR-23) at Poi B xxxxx 0.654

# 10 Spring Road at Los Angeles Ave D xxxxx 0.815

FutureDeI/ v/

LOS Veh C

F xxxxx 6.595

D xxxxx 0.821

B 0.o t.1,61

A 9.1 0.000

D xxxxx 0.831

D xxxxx 0.876

c 15.3 0.000

E xxxxx 0.937

E xxxxx 0.919

F xxxxx 1.014

Changean

+ 5.956 V/C

+ o.221 v/c

+ 0.000 D/v

+ 0.000 D,/v

+ 0.111 V,/C

+ 0.065 v/c

+ 7.962 D/v

+ 0.290 v/c

+ 0.265 V/C

+ o.I99 v/c


CEQA Existing Setting PM Sun Aug 30, 2015 13:01:30 Page 7-l

Wayne J. Sand and Gravel Mine Project Traffic StudyCEQA Existj-ng Setting Pl-us Cumulative

Evening Peak Hour

Level Of Service Computation ReportICU 1(Loss as Cycfe Length %) Method (Future volume Al-ternative)

********************************************************************************IntersectionslMoorparkAvenue(SR-23)atLoSAngeIeSAvenue(SR-118)[CityofM********************************************************************************Cycle (sec): 100 critical Vot'/Cap' (X): 6'595Loss Time (sec): 10 (Y+R : 4 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 1OO Level Of Servlce; F

********************************************************************************ApproachMovement

Lanes:Final Sat.

North BoundL-T_R

South Bound East Bound West BoundL-T-RL_T_RL-T-R

-l---------ll---------ll---------ll---------------lcontrol: Split Phase spfit Phase Protected ProtectedRights: OvI OvÌ Include OvfPlin. Green: O O 0 O O O 0 0 0 0 0 0

Lanes: 1 1 O O 1 1 O 1l O 1 1 O 2 1 0 1 0 2 0 1

-l---------ll---------ll---------ll---------------lVolume Module:Base Vol: 41 64 131 2OO 96 106 729 923 25 255 974 91

crobrthAdj: 1.001.00 1.00 1.oo1.oo 1.oo 1.001.00 1.00 1.001.00 1.00rnirial Bse: 41 64 131 2oO 96 106 I29 923 25 255 9I4 91

AddedVol-: O O O 343 O O 0 295 0 0 266 464

PasserByvol: 0 O O O 0 O 0 0 0 0 0 0

rnitial Fut: 41 64 131 543 96 106 I29 I21'B 25 255 1180 561

USer Adj : 1.00 1. OO 1 . OO 1. OO 1. OO 1. OO 1.00 1.00 1.00 1 .00 1 .00 1.00pHFAdj: 1.001.00 1.00 1.001.00 1.00 1.001.00 1.00 1.001.00 1.00pHF Volume: 47 64 131 543 96 106 729 I2I8 25 255 1180 561

Reductvol: O O O O O 0 0 0 0 0 0 0

Reduced vol: 41 64 131 543 96 106 I29 :-278 25 255 1180 561pcE Adj: 1.00 1.oo 1.00 1.oo 1.oo 1.00 1.00 1.00 1.00 1.00 1.00 1.00MLFAdj: 1.001.00 1.oo 1.001.00 1.00 1.001.00 1.00 1.001.00 1.00Fi-nal vof.: 41 64 131 543 96 106 I29 I2I8 25 255 1180 561

-l---------ll---------ll---------ll---------------lSaturation Ffow Module:Sat/Lane: 1600 1600Adjustment: 0.94 1.00

1 .00 I .001500 1600

1600 16000.94 1.001.99 0.012985 16

1 6000.941 .001 500

1 6000.941 .001 500

1600 16000.94 1.00r.00 2.941500 4703

1 600o .940.06

91

1600 16000.94 1.001.00 2.001s00 3200

1 600o.941.001 500

r---------------ll---------------ll---------------ll---------------lCapacity Anafysis Module:vor/sat: o. 03 o. 04 o. 09 0.18 6.00 0.07 0 .09 0.26 0 -28 0.17 0. 37 0 - 37

Cfit MOVeS: **** **** **** ****

********************************************************************************

Traffix 7.6.0115 (c) 2OO3 Dowting Assoc. Licensed to URS coRP.' SANTA ANA' CA

CEQA Existing Setting PM Sun Auq 30, 20L5 13:01:30 Paqe B-1


Evening Peak Hour

Level Of Service Computation ReportICU 1(Loss as cycle Length ?) Method (Future volume Afternative)

********************************************************************************Intersection S2 Moorpark Avenue (SR-23) at High Street [City of Moorpark]********************************************************************************Cycle (sec) : 1OO Critical vol'/Cap' (x) : 0'821lãss Time (sec) : 10 (y+R : 4 sec) Average DeÌay (sec/veh) : xxxxxxOptimal Cycle: 12 Level Of Servj-ce; D

********************************************************************************Approach: North Bound South Bound East Bound V'lest Bound

MovemENt: L - T - R L - T - R L - T - R L _ T - R

-l---------ll---------ll---------ll---------------lControf: Permitted Permitted Spfit Phase Split Phase

Rj-ghts: Include Include Include IncludeMin.creen: O 0 0 O O O 0 0 0 0 0 0

Lanes: O I O O 1 1 O O 1 O O O 11 0 0 0 1 0 0 l-

-l---------ll---------ll---------ll---------------lVolume Module:Base Vol:Growth Adj: 1

Initiaf Bse:Added Vol:PasserByvol:Initial Fut:User Adj: 1

PHF Adj: 1

PHF Volume:Reduct Vof:Reduced Vol:PCE Adj: 1

MLF Adj: 1

Final- VoI.:

330033

0

033000033

033000033

2251 .00

225464

0

6891 .001 .00

6890

6891 .001 .00

689

3371 .00

33100

3371 .001 .00

33'70

33'71 .001 .00

337

bU

1.0060

00

601.001 .00

600

601 .001 .00

60

2201.00

220343

0s63

1. 001 .00

s630

s631.001.00

s63

7

1 .001

00

1

1 .001 .00

1

01

1.001 .00

'7

-----l

B204I1.00 1.00 1.00

B204I0000008204L

1 .00 1.00 1 .001 .00 1.00 1.00

8204r0008204]'

1 .00 1.00 1.001.00 1.00 1.00

8204rt---------------l

262 14 811 .00 1.00 1.00262 14 81

000000

262 14 811 .00 1.00 1.001.00 1.00 1.00262 14 81-

000262 14 81

1 .00 1.00 1.001.00 1.00 1.00262 74 81

t---------------l| --------------- | I ----------Saturation Flow Modulesat,/Lane: 1600 1600Adjustment: 0.94 1.00Lanes: 0.05 0.95Final Sat. : 69 \52'7

1600 1600 1600 1600 1600 1600 16000.94 1. OO O .94 0.94 1.00 0. 94 0 .941.OO 0.99 0.01 0.r2 0.29 0.s9 0.9515OO 1580 18 11 4 464 891 1424

|--------- ll--------- ll----

1 6000.941 .001 500

1 6001 .000.05

B1

0.17

1 600o.941.001 500

-----l

0.0sCapacity AnalYsis Module:voi/satt o.oz o.¿s o.22 0.04 0.36 o.38 0'05 0'04 0'05 0'18crit Moves: **** **** **** ************************************************************************

Traffix 7.6.0115 (c) 2003 Dowling Assoc' Licensed to URS CORP'' SANTA ANA' CA


Wayne ,J. Sand and Gravel Mine Project Traffic StudyCEQA Existing Setting Plus Cumulative

Evening Peak Hour

Levef Of Service Computation Report2000 HCM Unsignalized Method (Future Vo]ume Alternative)

********************************************************************************Intersection #3 Grimes Canyon Road (SR-23) at Broadvtay Road lcounty of Ventura]********************************************************************************Cycfe (sec): 1 Critical- Vol./Cap. (X): I'161Loss Time (sec): O (Y+R = 4 sec) Average Defay (sec/veh): 9'2Optimal- Cycle: 0 Level Of Service: B

* * * * * ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * ** * * * * * * * * * * * * * * * * * * * * * * * * * *

Approach: North Bound south Bound East Bound !Ùest BoundMovement: L - T - R L - T - R L - T - R L - T - R

-l---------ll---------ll---------ll---------------lControl: Yield Sign Stop Sign Stop Sign Stop SignRj-ghts: Incl-ude IncÌude Incl-ude Incl-udeLanes: 1 O 1 0 0 O 0 0 1 0 0 0 1! 0 0 0 0 0 0 0

t---------------ll---------------ll---------------ll---------------lVofume Modul-e:Base Vol: 35Grot^tth Adj : 1.00Initial Bse: 35Added Vol-: 0PasserByvol: 0

Initial Fut: 35User Adj : 1.00PHF Adj : 1.00PHF Volume: 35Reduct Vof: 0Final Vo.l .: 35

Saturati-on FIo\^t Modul-e :

Sat/Lane: 0 0

Adjustment: 1.00 1.00 1

Lanes: 1.00 1.00 0

Final Sat. : 498 498

5091 .00

509t¿0

5811 .001 .00

5810

581

01 .00

0000

1 .001 .00

000

01 .00

000

0

1 .001 .00

00

0

ZIJ1.00

213't4

0

2811.001.00

2810

281

351 .00

00

1t

1 .001.00

350

35

81 0

1 .00 1.0081 00000

81 0

1 .00 1.001 .00 1.00

81 000

81 0

22

1 .002?

0

0

331.001 .00

??

033

1.00 1.001.00 1.00

000000

0.37 0.00

1.00 1.000.37 0.00

4 .r 0.01.00 1.004.r 0.0

00*************

0.00 0.00****

1.00 1 .000.00 0.000.0 0.0

1.00 1.000.0 0.0

00***********

t-

0

00000

0

0000

00

0

11

000

0

0

00

0

000

000

1

1

0.00.00

0

0000000001 .00 1 .00 1 .00 1.00 1.00 1.00 1 .00 1.00 1.00o .00 0.89 0.11 0.71 0.00 0.29 0.00 0.00 0.00

0511622r9089000|--------- ll--------- ll---------------l

Capacity Analysis Module:vol-/Sat: 0.O1 7-L] 0.00 0.00 0.56 0.56 0.37 0.00Cfit MOVeS. **** ****Green/Cycl-e: 1.00 1 .00 1 .00 1 .00 1.00 1 .00 1 .00 1.00Vol-ume/Cap: O.07 1.17 0.00 0.00 0.56 0.56 0.37 0.00Deray/veh: 1.3 84 .2 0.0 0.0 I .5 I .5 4 .! 0.0DelayAdj: 1.00 1.00 1.00 1.00 1.00 1-00 1.00 1.00AdjDel/Veh: !.3 84.2 0.0 0.0 8.5 8.5 4.I 0.0DesignQueue: O 0 0 0 0 0 0 0********************************************************



üIayne J. Sand and GraveÌ Mine Project Traffic StudyCEOA Existj-ng Setting Pl-us crmul-ative

Evenj-nq Peak Hour

Level Of Service Computation Report2o0oHcMUnsiq¡nalj-zedMethod(FutureVofumeAlternative)

********************************************************************************Intersection #4 Grimes Canyon Road South at Broadway Road ICounty of Ventura]********************************************************************************Average Delay (sec/veh): 5.3 WoISt case Level- of service: A[ 9'1]********************************************************************************Approach: North Bound South Bound East Bound West Bound

MovEMCNt: L - T - R L - T _ R L - T - R L - T - R

-l---------ll---------ll------ll---------------lControl: Stop Sign Stop Sign Uncontrofled UncontrofledRiqhts; IncÌude Incfude Include IncfudeLanes: O 0 1l O 0 O 0 O O O 0 O 0 1 0 0 1 0 0 0

-l---------ll---------ll------ll---------------lVofume Module:Base Vol : '1 0

Growth Adj : 1.00 1.00Initial Bse: 'l 0

Added Vof: 0 0

PasserByvol: 0 0

Initial- Fut: 1 0

User Adj : 1.00 1 .00PHF Adj : 1.00 1.00PHF Vofume: 'l 0

Reduct Vol: 0 0

Final Vo].: 7 0

Critical GaP Module:Critical GP: 6.4 xxxxFoIf ohtupTim: 3.5 xxxx

-t---------

Queue: xxxxx xxxxStopped Def:xxxxx xxxxLOS by Move: * *

MoVeMCNt: LT - LTRShared Cap.: xxxx 99ISharedQueue:xxxxx 0.4Shrd StpDel:xxxxx 9 -IShared LOS: * AApproachDel: 9 -tApproachlos: A

1031 .00

1030

0103

1 .001.00

1030

103

01.00 1

000

01.00 1

1.00 1

0

00

10

0000

00

00000

0

000

0

0

00000

0

00

1

05200 1.000520000^

Ea

00 1.0000 1.00u 5¿00052

55 301 .00 1.00

55 300000

55 301.00 1.001 .00 1.00

55 3000

55 30

t11 .00

L]00

771.001 .00

I10

I1

1

0

00000

00000

0

00

00 11

I1

1

1

0.1'7 -4

6.2 xxxxx xxxx xxxxx xxxxx xxxx xxxxx3.3 xxxxx xxxx xxxxx xxxxx xxxx xxxxx ^1)) xxxx xxxxx

vvvv YYY!!

Capacity Module:Cnflict Vol: 201 xxxx 6I xxxx xxxx xxxxxPotent Cap.: 793 xxxx 1010 xxxx xxxx xxxxxMove Cap.: 770 xxxx 1010 xxxx xxxx xxxxxVolume/Cap: 0.01 xxxx 0.10 xxxx xxxx xxxx

-l--------- | l---------------l i

Level Of Service Modufe:



I

xxxxxxxxxx

-RTxxxxxxxxxxxxxxx


LT - LTRxxxx xxxx


xxxxxx*


LT _ LTRxxxx xxxx


xxxxxx*

A

xxxx xxxxxxxxx xxxxx**

-LTR_RTLTxxxx xxxx xxxxx0.1 xxxx xxxxx7.4 xxxx xxxxxA**xxxxxx

*

xxxxxxxxxx

_RTxxxxxxxxxxxxxxx

xxxxxxxxxx

-RTxxxxxxxxxxxxxxx

Traffix ?.6.0115 (c) 2OO3 Dowfing Assoc' Licensed to URS CORP'' SANTA ANA' CA

CEOA Existing Setting PM Sun Aug 30, 2015 13:01:30 Paqe 11-1

Vilayne .f . Sand and Gravel Mine Project Traffic StudyCEQA Existing Setting Pfus Cumulative

Evenj-ng Peak Hour

Level Of Service Computation ReportICU 1 (Loss as Cycle Length E) Method (Future volume Altelnative)

********************************************************************************Intersection #5 Grimes Canyon Road South at Los Angeles Avenue (SR-118) [County********************************************************************************Cycle (sec): 1OO Critical Vol-./Cap' (X): 0'831Loss Time (sec) : 10 (Y+R : 4 sec) Average Defay (sec/veh) : xxxxxxOptimal- Cycle: 't4 Levet Of Service: D

********************************************************************************Approach: North Bound south Bound East Bound !{est Bound


-l---------ll---------ll---------ll---------------lcontrol: Split Phase spfit Phase Protected ProtectedRights: Incl-ude Incfude Incl-ude Includetlin. Green: O O O O O 0 0 0 0 0 0 0

Lanes: 0 0 O O O O O 1! 0 0 1 0 1 0 0 0 0 1 0 1

t---------------ll---------------ll---------------ll---------------lVol-ume Module:Base Vol-:Growth Adj: 1

Initial- Bse:Added Vof:PasserByvolInitial FutUser Adj:PHF AdJ:PHF Vofume:Reduct Vol:Reduced Vol-PCE Adj:MLF AdJ:FinaÌ Vof. :

1.00 1.00 1

1.00 1.00 1

00

1

0

000000

000

0

0

00

0000

000

1

000

00

00

0000

000

0000

0

1

300030

0

0

30000030

030000030

0

1 .000

0

0

01.001.00

9T1.00

9I00

971 .001 .00

910

911 .001.00

9I

9001.00 1.

900178

010781.00 1.1.00 1.107 B

010781.00 1.1.00 1.107 B

0

1 .0000

0

01 .001 .00

0

00

1 .001.00

0

1.00152797

0

9491.001.00

9490

9491.001. 00

949

321.00

3200

321.001.00

320

3Z1.001.00

aa

61,

1 .006I

00

6I1.001 .00

610

6I1 .001 .00

6I

000

0000

0000

0

0

00000

0

1.00 1

1.00 1

00

0

1

1

1

1

1

1

0

00

1.001.00

0

Saturation Ffow Modufe:Sat/Lane: 1600 1600Adjustment: 1.00 1.00Lanes: 0.00 0.00Final Sat.: 0 0

1 6001 .000 .00

0

1 6001 .000 .61107 3

1600 16001 .00 1.001 .00 1.001600 1600

1 6001 .000 .00

0

1600 16001 .00 1.000.00 1.00

0 1600

1 6001 .001 .001 600

1600 16001 .00 1.000.33 0.00521 0

Capacity Analysis Module :

vot/sat: o.0o 0.00 o. oo o . 06 o.0o 0.06 0.06 0. 67 0.00 0.00 0.59 0 -o2

Crit Moves: **** **** +***********************************************************************************

Traffix ?.6.0115 (c) 2003 Dowling Assoc. Llcensed to URS CORP', SANTA ANA' CA

CEQA Existing Setting PM Sun Auq 30, 2015 13:01:30 Page I2-I

Wayne J. Sand and Gravel Mine Project Traffic StudyCEQA Existing Setting Plus Cumufative

Evening Peak Hour

Level Of Service Computation ReportICU 1(Loss as Cycle Length ?) Method (Future vol-ume Alternative)

********************************************************************************Intersection #6 e Street (SR-23) at Ventura Street (SR-126) [city of Fillmore]********************************************************************************Cycle (sec): 100 Critical Vol'/Cap' (x): 0'876LoSSTime(sec):10(Y+R:4sec)AverageDelay(sec/veh):XxxxxxOptimal Cycle: 89 Level Of Service; D

********************************************************+***********************Approach: North Bound South Bound East Bound West Bound

MoveMENt: L - T _ R L _ T - R L _ T - R L - T _ R

-l---------ll---------ll---------ll---------------lControf: Protected Protected Protected ProtectedRights: Incfude Include Include fncludetqin. Green: 0 O 0 O 0 O O 0 0 0 0 0

Lanes: 1 O O 1 O 1 O O 1 0 1 O 1 1 0 1 0 1 1 0

-l---------ll---------ll---------ll---------------lVolume Modufe:BaSeVoI:2I3262].4I125726401389195II166568GrowrhAdj: 1.001.00 1.00 1.001.00 1.00 1.001.00 1.00 1.001.00 1'00Initi-al Bse: 2I3 262 L411 725 126 40 13 891 95 7I1 665 68

Added Vol: 30 O 45 O O O O O 29 s4 0 0

PasserByVol: O O 0 0 O 0 O 0 0 0 0 0

rnitial Fur: 243 262 186 725 726 40 't3 891 1-24 161 665 68

UserAdj:1.001.001.001.001.001.001.001.001.001.001'001.00PHFAdj:1.001.001.001.001.001.001.001.001.001.001.001.00pHF Volume: 243 262 186 I25 126 40 13 891 1-24 161 665 68

Reduct Vol: O O 0 O O O 0 0 0 0 0 0

Reduced vof: 243 262 186 725 126 40 13 891 I24 761 665 68

PcEAdj:1.001.001.001.001.001.001.001.001.001.001.001.00MLFAdj:1.001.001.001.001.001.001.001.001.001.001.001.00Finaf vol. : 243 262 186 725 126 40 13 891 1-24 761 665 68

-l---------ll---------ll---------ll---------------lSaturation Ffow Modufe:sar/Lane: 16OO 160O 160O 16OO 1600 16OO 1600 1600 1600 1600 1600 1600

Adjustment: 1.00 1.00 1.00 1.00 1.00 1.oo 1.00 1.00 1.00 1.00 1.00 1'00Lanes: 1.00 O.58 o.42 1.00 O'76 0.24 1'00 1.76 0.24 1.00 1.81 0.19

Finat sat.: 1600 936 664 7600 L2I4 386 1600 2809 391 1600 2903 291

-l---------ll---------ll---------ll---------------lCapacity AnaIYsis Module:vo1,/sat: 0.15 0.28 O.2B 0.08 o.10 o.10 O.05 0.32 0.32 0'10 0'23 O'23

crit Moves: **** **** **** ************************************************************************************

Traffix 7.6.0115 (c) 2OO3 Dowling Assoc. Licensed to URS coRP.' SANTA ANA' CA


Wayne .f. Sand and Gravel Mine Project Traffic StudyCEQA Existing Setting Pfus Cumulative

Evening Peak Hour

Level- Of Service Computation Report20OO HCM Unsiqnalized Method (Euture VoÌume Alternative)

********************************************************************************Intersection #7 Grimes Canyon Road (SR-23) at Wayne's V{ay [County of Ventura]********************************************************************************Average Delay (sec/veh): 0.2 worst case Level Of Service: ct 15.31********************************************************************************Approach: North Bound south Bound East Bound !üest BoundMovement: L - T - R L - T - R L - T - R L - T - R

-l---------ll---------ll---------ll---------------lControl: Uncontrolled Uncontrolfed Stop Sign Stop SignRights: Include Incfude Include IncludeLanes: O O O 1 O O 1 0 0 0 0 0 0 0 0 0 0 11 0 0

t---------------ll---------------ll---------------ll---------------lVolume Module:Base Vol: 0Growth Adj : 1.00Initial Bse: 0Added Vol-: 0

PasserByvol: 0

Initial- Fut: 0

User Adj : 1.00PHF Adj : 1.00PHF Vofume: 0

Reduct Vol: 0

Final- Vof .: 0

EC A

1 .00554

680

1.001 .00

4

04

2011.00

20110

0

21'71.001.00

2-71

0

2'71

01 .00

0

000

1 .001 .00

000

001.00 1.00

00000000

1 .00 1.001 .00 1.00

000000

0

000

1.001.00

000

3

2

05

1. 001.00

50

2

1 .002

2

04

1

1.001

4

0tr

1.001 .00

5

0

5

1

000

0

000

0000

000

1 1

3

0034

01

0000

1

01

1

1

000

a

1.00

6221 .001 .00

622

1

1

0

622Critj-cal Gap Module:Critical Gp:xxxxx xxxxFof lor¡rupTim: xxxxx xxxx

-t---------Capacity Module:Cnfl-ict Vol-: xxxx xxxx xxxxxPotent Cap.: xxxx xxxx xxxxxMove Cap.: xxxx xxxx xxxxxVolume/Cap: xxxx xxxx xxxx

-l---------------lLevel Of Service Modufe:Queue: xxxxx xxxx xxxxxStopped Del:xxxxx xxxx xxxxxLOS by Move: * + *Movement: LT - LTR - RT

Shared Cap.: xxxx xxxx xxxxxSharedQueue:xxxxx xxxx xxxxxShrd StpDel-:xxxxx xxxx xxxxxShared LOS: * * *ApproachDel: xxxxxxApproachlOS: *


0.00 xxxx xxxxt---------------l

xxxx xxxx xxxxxxxxx xxxx xxxxxxxxx xxxx xxxxxxxxx xxxx xxxxt---------------l

2

3

910 xxxx 625308 xxxx 489307 xxxx 489

0.02 xxxx 0.01t---------------l

xxxxxxxxxx

4.r)2

xxxx xxxxx xxxxx xxxx xxxxxxxxx xxxxx xxxxx xxxx xxxxx

xxxxxxxx

6.42tr

6

-t

0,0 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx8.7 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxxA********

LTxxxx

A

0.08.7

LTRXXXXxxxxxxxx

xxxxxx

-RT LT-LTRxxxxx xxxx xxxxxxxxx xxxxx xxxxxxxxx xxxxx xxxx***

xxxxxx*

_RT LT-LTRxxxxx xxxx 363xxxxx xxxxx 0.1xxxxx xxxxx 15.3**c

15.3c

-RTxxxxxXXXXXxxxxx

Traffix ?.6.0115 (c) 2003 Dowling Assoc. Licensed to URS CORP., SANTA ANA/ CA

CEQA Existing Setting PM Sun Aug 30' 2015 13:01:30 Page 14-1

V{ayne J. Sand and Gravel Mine Project Traffic StudyCEQA Existing Setting PÌus Cumulative

Evening Peak Hour

Level- Of Service Computatj-on ReportICU 1 (Loss as Cycle Length %) Method (Future vofume Alternative)

********************************************************************************Intersection #8 Walnut Canyon Road (SR-23) at Casey Road lCity of Moorpark]********************************************************************************Cycf e (sec) : 1OO Criticaf Vof .,/Cap' (X) : 0 ' 937

Loss Time (sec) : 10 (Y+R : 4 sec) Average Delay (sec/veh) : xxxxxxOptimal CycJ-e: 1OO Levef Of Service: E

********************************************************************************Approach: North Bound south Bound East Bound !\lest Bound


Control: Prot+Permit Permitted Protected ProtectedRights: Incl-ude Include Incl-ude IncludeMin.Green: 0 0 0 0 0 0 0 0 0 0 0 0

Lanes: 1 0 1 O O O O 0 1 0 1 0 0 0 1 0 0 0 0 0

t---------------ll---------------ll---------------ll---------------l

t---------------ll---------------ll---------------ll---------------lVolume Modufe:Base VoÌ:. 146Growth Adj : 1.00Initial Bse: ]_46Added Vol-: 0

PasserByvol: 0

Initial Fut: 746User Adj : 1.00PHF Adj : 1.00PHF VoÌume: 146Reduct Vol: 0

Reduced Vol: 146PCE Adj : 1.00MLF Adj : 1.00Final Vof. : 746

6s31.00 1

6s3464

0IIIl1.00 1

1.00 1

7II10

L7r11.00 1

1.00 1

1 117

000

000

0

0000

0

00

0000

0

0 34200 1.00o 3420 343000 685

00 1.0000 1.000 6Bs000 6Bs

00 1.0000 1.000 685

1.00 1

1.00 1

9

09

1.00 1

1.00 1

9

100010

0

010000010

010000010

2081.00

20800

2081 .001.00

2080

2081.00

0000 1.0000000000

00 1.0000 1.00000000

00 1.0000 1.0000

01.00

0

0

00

1.001 .00

00

0

1 .001 .00

0

1

1

1

9

1 .009

0

09

1

01.00

0

00

0

1.001 .00

0

0

0

1

1

1

11

1

00 1

100 1.000 208

Saturation FIow ModuÌesat/Lane: 1600 1600Adjustment: 0.94 1.00Lanes: 1.00 1.00Finaf Sat.: 1500 1600

1 6000.940 .01

19

1600 16000.94 1.001 .00 0.001500 0

1 6000.941.001500

1 6000.940.00

0

00 160000 0. 9400 0.0000

1 600o.940 .00

0

1600 16000.94 1.000.00 0. 99

0 1579

L61.0.

-l---------ll---------ll---------ll---------------lCapacity Analysis Module :

vol-/sut' o.10 0.70 o.oo o.oo 0.43 0.46 0.01 0.00 0.14 0.00 0-00 0-00Crj_t MOVeS. **** ************************************************************************************

Traffix 7.6.0115 (c) 2003 Dowling Assoc. Licensed to URS CORP'/ SANTA ANA, CA

CEQA Exlsting Settlng PM Sun Aug 30, 2OI5 13:01:30 Page 15-1

Wayne J. Sand and Gravef Mine Project Traffic StudyCEQA Existing Setting Plus Cumul-ative

Evening Peak Hour


********************************************************************************Intersection #9 Moorpark Avenue (SR-23) at Poindexter Avenue [City of Moorpark]********************************************************************************Cycle (sec) : 100 Critical Vol .,/Cap. (X) : 0.919Loss Time (sec) : 10 (Y+R = 4 sec) Average DeÌay (sec/veh) : xxxxxxOptinal- Cycle: 100 Level Of Service: E


-t--------- r--------- l l--------- l l---------------lControl: Protected Protected Spfit Phase Split PhaseRights: Incfude Incfude Include IncfudeMi-n. Green: 0 0 0 0 0 0 0 0 0 0 0 0

Lanes: 1 0 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 0 1 0

t---------------ll---------------ll---------------ll---------------lVolume Modul-e:Base Vof: 59Growth Adj : 1.00Initial Bse: 59Added Vol: 0

PasserByvoÌ: 0

Initial Fut: 59User Adj : 1.00PHF Adj : 1.00PHF Vol-ume: 59Reduct Vof: 0

Reduced Vof: 59PCE Adj : 1.00MLF Adj : 1.00Final- VoI. : 59

31r1.0031r464

0

8351 .001 .00

B3s0

B3s1 .001 .00

83s

241 .00

2400

241 .00I .00

240

241 .001 .00

24

11 44r 25r1 .00 1.00 1.00

11 44r 25L0 343 0000

11 184 25r1 .00 1.00 1 .001 .00 1 .00 1 .00

11 184 25r000

11 184 25r1 .00 1 .00 1.001.00 1.00 1.00

11 184 25rl---------------l

309 24 7261.00 1.00 1.00309 24 726

000000

309 24 1261 .00 1.00 1.001 .00 1.00 1.00309 24 126

000309 24 726

1.00 1.00 1 .001.00 1.00 1.00309 24 L26

t---------------l

18 31 L91.00 1.00 1 .00

18 31 19000000

18 31 191.00 1.00 1.001.00 1.00 1.00

18 31 19000

18 31 191.00 1.00 1.001 .00 1. 00 1.00

18 31 19t---------------l

Saturation Flow Modufe:Sat/Lane: 1600 1600 1600Adjustment: 0.94 1.00 O.94Lanes: 1.00 0.97 0.03Final Sat.: 1500 1555 42

-t---------------lCapacity Analysis Modufe :

1600 1600 16000.94 1.00 0.941 .00 1.00 1 .001500 1600 1500t---------------

1600 1600 16000.94 1.00 0.941 .00 0.45 0.551500 122 824t---------------l

1 6000.941.00150 0

00 160000 0.9462 0.3892 570

761.0.

Vol/Sat: 0.04 0.54 0.57 0.01 0.49 O.L1 0.21 0.03 0.15 0.01 0'03 0.03crit Moves. **** **** **** ************************************************************************************

Traffix 7.6.0115 (c) 2003 Dowling Assoc. Licensed to URS CORP., SANTA ANA/ CA

CEOA Existing Setting PM Sun Aug 30, 2015 13:01:30 Page 16-1

Wayne J. Sand and Gravel- Mine Project Traffíc StudyCEQA Existing Setting PIus Cumulative

Evenj-ng Peak Hour

Level Of Service Computation ReportICU 1(Loss as Cycle Length 8) Method (Future vol-ume Al-ternative)

********************************************************************************Intersection #10 spring Road at Los Angefes Ave (sR-118) [City of Moorpark]********************************************************************************Cycte (sec) : 100 criticat Vol-. /cap. (X) : 1 ' 014

Loss Time (sec) : 10 (Y+R : 4 sec) Average Delay (sec/veh) : xxxxxxOptimal Cycle: 100 Level Of Service: E

********************************************************************************Approach: North Bound south Bound East Bound west BoundMovement: L _ T _ R L - T - R L - T - R L - T - R

-l---------ll---------ll---------ll---------------lcontrol: Protected Protected Protected ProtectedRights: Include Ovl Include OvIMin.creen: 0 O O O 0 0 0 0 0 0 0 0

Lanes: 2 O 1 1 O 2 O 1 0 1 2 0 2 0 1 1 O 2 0 1

r---------------ll---------------ll---------------ll---------------lVol-ume Moduf e:Base Vof : 24'lGrowth Adj : 1.00Initial Bse: 24'7Added Vol-: 0PasserByvol: 0_Ln-It1al. ! Ut' : z4 tUser Adj : 1.00PHF Adj : 1.00PHF Vol-ume: 24'7Reduct Vol: 0

Reduced Vol: 241PCE Adj : 1.00MLF Adj : 1.00Final Vol. : 241

Saturation Ffow Module:Sat/Lane: 1600 1600Adjustment: 0.94 1.00Lanes: 2.0O I.61Final Sat. : 3000 2669

3221.00

J¿¿

00

3221 .001.00

0322

1 .001.00

64.00

6400

64.00.00

640

64.00.00

64

4041 .00

40400

4041 .001 .00

4040

4041 .001 .00

404

3651.00

36500

3651.001 .00

3650

3651 .001.00

365

601 .00

6000

601 .001 .00

600

601 .001 .00

60

1111 .00

1110

0111

1 .001.00

1110

1111.001 .00

111

9BB1.00

988637

0

r6251.001.00r625

0

r6251.001 .00r625

3471 .0034r

00

3411.001.0034r

0341

1.001.0034r

1441 .00

]-440

0744

1 .001 .00r44

0744

1 .001 .00r44

10531 .00105313r

0I1B41.001.00L78 4

0

I1B41.001.00T1 84

4221 .00

42200

4221 .001 .00

4220

4221 .001.00

422

1

1

1

1

L

r---------------ll---------------ll---------------ll---------------l1 600o.940 .33

491

1 6001.001.001 600

1 6000.941.001 500

1 6000 .941.001500

1600 16000.94 1.001 .00 2 .001500 3200

1 6000. 941.001 500

1 6000.942.O03000

1600 16000 .94 1.002.OO 2.003000 3200

-l---------ll---------ll---------ll---------------lCapacity Analysid' Modute :

vof/sat: 0. 08 o .12 0.13 O .13 0.23 0.04 0.04 0.51 0 .23 0.10 0. 56 0.28crit Moves. **** **** **** ************************************************************************************

Traffix 1.6.O\75 (c) 2OO3 Dowling Assoc. Lj-censed to URS CORP., SANTA ANA, CA

CEQA Existing Setting Alt Sun Aug 30, 2015 12:56:55 Paqe 2-t

Wayne ,J. Sand and Gravel Mine Project Traffj-c StudyCEQA Existing Setting PIus Project

Morning Peak Hour

Zone# Subzone


Forecast for AM

Rate RateAmount units fn out

Trips TripsIn Out

Total E OfTrips Total-

1 Wayne J. San 1.00 Miningzone L Subtotal

2 Grimes Rock 1.00 Miningzone 2 Subtotal-

3 Vilayne J Sand 1 .00 Mj-ningZone 3 Subtotal


B Rancho San C 1.00 MiningZone I Subtotal-

21.00 15.00

90.00 60.00 90

294.00 195.00 294294

90.00 60.00

2T2L

Itr

153636

906060

150150

5555

3'7

31

195195

489489

9090

6060

150150

16.416 .4

92 10.092 10.0

3.920

t6 .476.4

53R2

33

550 367 917 100.0TOTAL

Traffix 7.6.0115 (c) 2003 Dowling Assoc. Licensed to URS coRP.' SANTA ANA' CA


Wayne ,J. Sand and Gravel Mine Project Traffic StudyCEoA Existing Setting Pfus Project

Morning Peak Hour


Vol-ume Northbound Southbound EastboundType Left Thru Right Left Thru Right Left Thru Right

S1 Moorpark Avenue (SR-23) at Los AngelesAvenue (SR-118)Base 38 66 133 752 54 92 103 780 19Added00018800000rotal 38 66 133 340 54 92 103 780 19

Westbound TotafLeft Thru Right Volume

lCity of Moorparklrr2 801 116

00282rr2 801 398

2466410

2936

#2 Moorpark Avenue (SR-23) at High Street ICity of Moorpark]BaseAddedTotaI

BaseAddedTotal

23 300 222 I21 371 110282001880

23 582 222 r2'7 505 11

2I0

2L

184 1200

184 12

r310

r31

r313410

1843

8254'71

r302

3B0

JÒ

110 2130

113 2'7

2

02

t10

7'7

#3 Grimes Canyon RoadBase 24 I13 0Added O 282 0Total 24 455 0

at Broadway Road ICounty of Ventura]496643303s00188340000684613103500

000

0

0

0

'7

07

00

0

0

0

0

000

0

0

0

000

sR-23 )

000

#4 Grimes Canyon Road South at Broadway Road lcounty of Ventura]13

4

11

000

2631

210

806516

1322

#5 Grimes Canyon Road South at Los Angeles Avenue (SR-118) [County of Ventura]BaSeAddedTotal

#7 Grimes Canyon Road (SR-23)Base020666Added O 233 53 23Total 0 439 59 29

#B walnut Canyon RoadBase 3I4 268 0

Added 0 282 0

Total 3L4 550 0

#9 Moorpark AvenueBase 82 319Added 0 282Total- 82 601

0

0

0

0

0

0

0

00

0

0

0

470

4'1

TI23

115

52 190 0 0 159 18 r11B4000001

56 190 0 0 159 18 1785

#6 A Street (SR-23) at Ventura Street (SR-126) [City of FiÌ]-morelBase 133 118 106 -18 LB2 54 35 49I 159 155 7 90Added64010000000961500rotaÌ 791 118 206 18 782 54 35 49I 255 305 19O

450

45

2346410

2'156

0I6I6

L419410

7949

130

1a

14084'70

1878

at ülayne's Way lcounty of Ventura]588 0 0 0 0 0

155000036143 0 0 0 0 36

0

0

0

000

3) at Casey Road [City of Moorpark]0603261026100188000000 791 26 '7 0 261, 0

(SR-23) at Poindexter Avenue [City of Moorpark]10 1 352 202 228 11 136 5 430 0 188 0 0 0 0 0 0

10 1 540 202 228 11 136 5 43

( sR-2

Traffix 7.6.0115 (c) 2003 Dowlinq Assoc. Licensed to URS CORP., SANTA ANA, CA

CEOA Existing Setting AM Sun Aug 30, 2015 l-2:56:55 Page 3-2

Wayne 'J. Sand and Gravel Mine Project Traffic StudyCEQA Existing Setting Plus Project

Morning Peak Hour

Vol-ume Northbound SouthboundType Left Thru Riqht Left Thru Right


Westbound TotafLeft Thru Right Volume

#10 Spring Road at l,os Angeles AveBase 193 313 83 362 410Added00000rotal 1 93 313 83 362 4 10

(SR-118) tCity of Moorparkl54 L28 993 2rO 12 9100018800282

54 128 1181 2r0 12 7252

2840

284

40'72410

4542


CEQA Existing Setting AM Sun Aug 30, 2015 12:56:.51 Page 6-1

lfayne J. Sand and Grave1 Mine Project Traffic StudyCEQA Existing Setting PJ-us Project

Morning Peak Hour

Impact Analysis ReportLevel- Of Servíce

Intersection Baseoel/ v/

LOS Veh C

ff 1 Moorpark Avenue (SR-23) at Los A xxxxx 0.532


# 3 Grimes Canyon Road (SR-23) at B 0.0 0.685




# 7 crimes Canyon Road (SR-23) at A 7.6 0.000

# B V,Ialnut Canyon Road (SR-23) at E xxxxx 0.903

# 9 t'ioorpark Avenue (SR-23) at Poi A xxxxx 0.564

# 10 Spring Road at Los Angel-es Ave C xxxxx 0.779

Futureoel/ v/

LOS Veh C

F xxxxx 3.835

C xxxxx 0.720

D 0.0 0.926

A 9.0 0.000

C xxxxx 0.711

C xxxxx 0.794

c 24.8 0.000

F xxxxx 1.028

C xxxxx 0.701

D xxxxx 0.855

Changein

+ 3.303 v,/C

+ 0.776 v/C

+ 0.000 D,/v

+ 0.013 D/v

+ 0.004 v/c

+ o.164 V/C

+I1 .L62 D/V

+ 0.725 v/c

+ 0.137 v,/C

+ 0.076 v/c

Traffix 7.6.0115 (c) 2003 Dowling Assoc. Licensed to URS CoRP., SANTA ANA, cA

CEQA Existing Setting Al4 Sun Aug 30, 2075 L2:56:5'1 Page 7-1

Wayne J. Sand and Gravef Mine Project Traffic StudyCEQA Existing Setting PIus Project

Morning Peak Hour

Level Of Service Computation ReportICU 1(Loss as Cycl-e Length %) Method (Future Volume Alternative)

Intersectj-on #1 Moorpark Avenue (SR-23) at Los AngelesAvenue (SR-118) [City of M

CycÌe (sec) :

Loss Time (sec):Optimaf Cycle:

10010 (Y+R =

100

Critical- VoJ- . ,/Cap. (X) :

4 sec) Average Delay (sec/veh) :

Level Of Service:

3.835XXXXXX

F** *** *** ** * * * *** *** *** * ** * * ** * ** * *** **** * *** * ** ** * ** * *** *** * * * * * *** **** ** * ** * **Approach: North Bound South Bound Eas Bound West BoundMovement: L - T - t L - T - R L - T - R L - T - R

-r--------- r--------- |--------- |---------------lControl: Split Phase Split Phase Protected ProtectedRights: Ovf Ovl- Include OvfMin.Green: 0 0 0 0 0 0 0 0 0 0 0 0Lanes: 1 1 0 0 1 1 0 1! 0 1 1 0 2 1 0 1 0 2 0 1

-t--------- ll--------- l l------ l l---------------lVofume ModuleBase Vol-:Growth Adj:Initial Bse:Added Vof:PasserByvof:Initial Fut:User Adj:PHF Adj:PHF VoÌume:Reduct Vol:Reduced Vol:PCE Adj:MLE Adj:Final Vol. :

1031.00

1030

0103

1 .001 .00

1030

1031 .001 .00

103

00

381.00 1

1.00 1

380

381.00 1

1.00 1

38

38 66 1331.00 1.00 1.00 1

38 66 133

1 600ô o¿

1 .001500

1 6000 .947 .992985

0000

66 13300 1.00 1

00 1.00 1

66 13300

66 13300 1.00 1

00 1.00 1

66 133

I Éô

.00r52188

0340.00.00340

0340.00.00340

540054

0

0

54000054

0

54000054

921 .00

9200

921 .001 .00

920

921 .001 .00

92

7801.00

78000

7801.001.00

7800

7801.001.00

780

190019

0

019000019

019000019

II21 .00

71200

7r21 .001.00

IT20

7121.001.00II2

8011.00

8010

0

8011.001.00

8010

8011.001.00

801

1161.00

116zÕz

0

3981.001.00

3980

3981 .001 .00

398

1

1

1

1

1

t --------------- | --------------- l l --------------- r --------------- l

Saturation Flow ModuleSat/Lane: 1600 1600Adjustment: 0.94 1.00Lanes: 1.00 1.00Finaf Sat.: 1500 1600

00 0.9493 0.07

1600 1600 1

0.94 0.94 1

1 .00 r.oo 2

1 6001.000. 01

I6 1500 1500 4686 107

600 1600 1600 16000.94 1.001.00 2.001500 3200

1 6000 .941.001 500

t --------------- | --------------- | --------------- | --------------- l

Capacity Analysis Module:vof/Sat : 0.03 0 .04 0.09 0 . 11 3.38 0.06 0.07 0. 17 0. 18 O .01 0.25 O.21crit Moves: **** **** **** ***+********************************************************************************


CEQA Existing Setting AM Sun Aug 30, 2015 1'2:56:51 Page B-1

Wayne J. Sand and Gravel Mine Project Traffic StudyCEQA Existing Setting Plus Project

Morning Peak Hour

Level Of Service Computation ReportICU 1(Loss as Cycle Length å) Method (Future vofume Alternative)

********************************************************************************Intersection #2 Moorpark Avenue (SR-23) at High Street ICity of Moorpark]********************************************************************************Cycle (sec) : 1OO Critical Vol. /Cap. (X) : 0 '72OLoss Time (sec): 10 (Y+R : 4 sec) Average Delay (sec/veh): xxxxxxOptlmal- Cycle: 53 Level Of Service: C

********************************************************************************Approach: North Bound south Bound East Bound west BoundMovement: L - T - R L - T - R L - T - R L - T - R

Control: Permitted Permitted Split Phase Split Phase

Rights: fnclude Include Incfude IncludeMin.Green: O O O O O 0 0 0 0 0 0 0

Lanes: O 1 O O 1 1 O O 1 0 0 0 1! 0 0 0 1 0 0 1

t---------------ll---------------ll---------------ll---------------l

t---------------ll---.-----------ll---------------ll---------------lVolume Module:Base Vol: 23Gro\^,th Adj : 1.00Initlal Bse: 23Added Vol-: 0

PasserByvol: 0Initial- Fut: 23User Adj : 1.00PHF Adj : 1.00PHF Volume: 23Reduct Vo1: 0

Reduced Vol: 23PCE Adj : 1.00MLF Adj : 1.00Final- Vof .: 23

3001.00

300282

0

5821 .001 .00

5820

5821 .001 .00

582

2221.00

22200

2221 .001 .00

2220

2221 .001 .00

222

1211 .00

t2'700

r211 .001 .00

r210

t211 .001.00

r21

3I11 .00

3r'7188

0505

1.001.00

5050

5051.001.00

E^t

111 .00

110

0

111 .001 .00

110

111 .001 .00

11

2

002002

0000

2

02

0000

2

I11 .00

I100

r'71 .001.00

r'70

7'7

1.001.00

I7

2L

1.0027

00

2T1.001.00

2I0

2I1 .001.00

21-

1841 .00

1840

0184

1 .001.00

1840

tB41.001.00

184

721.00

T200

I21.001.00

I20

721.001 .00

1,2

1,311.00r31

0

0r37

1.001 .00r31

01 aa

1 .001.00r31

1

1

1

1

1

Saturation Ffow Module:sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600

Adjustmenr: 0.94 1 .00 O .94 0. 94 I .00 O.94 0.94 1 .00 0. 94 0.94 1.00 o -94Lanes: o. 04 0. 96 1 . OO 1 . O0 O. 98 0 .O2 0.05 0. 42 0.53 0. 94 0.06 1.00Finaf sar.: 57 1539 1500 1500 1566 32 '15 680 7BB 1408 98 1500


vor/sat: O. 01 0.38 0.15 0. 08 0.32 0.34 0.03 0.03 0.03 0.13 0.12 0.09crit Moves ' **** **** **** ************************************************************************************

Traffix 7.6.0115 (c) 2003 Dowling Assoc. Licensed to URS CORP', SANTA ANA, CA

CEQA Existing Setting AM Sun Aug 30' 2015 12256:.5'l Page 9-1

Wayne J. Sand and Gravel- Mine Project Traffic StudyCEQA Existing Setting Plus Project

Morning Peak Hour

Level- of Service computation Report20OO HCM Unsignalized Method (Future Volume Alternative)

********************************************************************************Intersection #3 Grimes Canyon Road (SR-23) at Broadway Road lcounty of Ventura]********************************************************************************Cycl-e(sec):lCritica1VoI',/Cap'(x):0'926Loss Time (sec): o (Y+R = 4 sec) Average Detay (sec/veh): 2I.6Optimal Cycle: 0 Levef Of Service; D

********************************************************************************Approach: North Bound south Bound East Bound üIest Bound


-l---------ll---------ll---------ll---------------lControl: YieJ-d Sign Stop Sign Stop Sign Stop SignRights:IncludelncfudelncludelncfudeLanes: 1 O 1 O O O 0 O 1 0 0 0 1! 0 0 0 0 0 0 0

-l---------ll---------ll---------ll---------------lVolume Modufe:Base VoI: 24 l-13Grov'rthAdj: 1.00 1.00Initial Bse: 24 t'13Added Vol: O 282PasserByvol: 0 0

Initial Fut: 24 455User Adj : 1 .00 1.00PHF Adj : 1.00 1 .00PHF Volume: 24 455Reduct Vol: 0 0

Einat Vof. : 24 455

1.00 1

1.00 1

00

0

0

1 .000 .00

0

0

1 .000.09

12

001.00 1.000.51 0.00131 0

0

1.000.00

0

01 .00

0000

1

01.00

0

000

1.001. 00

000

0

0000

0

00000

000

1

496.00496188

0684.00.00684

0

684

641 .00

643

06'7

1.001 .00

610

61

3301.00 1.00

3304000

3I U

1.00 1.001.00 1.00

31 000

370

35000 1.00 1.3500000

35000 1.00 1.00 1 .00 1.35000

350

0

00000

0

0000

0

00

1

11

1

0000.000.0

0

1

Saturation Flow ModuleSat/Lane: 0 0

Adjustment: 1.00 1.00Lanes: 1.00 1.00Final Sat . : 54 1 54 1

001.00 1.000.00 0. 91

o 739

0001.00 1 .00 1.000.49 0.00 0.0072900


vot,/sat: o.04 0.84 O.OO 0.00 0.93 0.93 0.27 0.00 o.21 0.00 0.00 0.00Crit Moves: ****Green/Cycl-e:1.00 1.00 1.00 1.00 1.Vol-ume/Cap: 0.04 0.84 0.00 0.00 0.Defay/veh: 7.2 24.4 0.0 0.0 33

Detay Adj : 1.00 1.00 1 .00 1.00 1 .

AdjDel/Veh: 1.2 24'4 0.0 0.0 33DesignQueue: 0 0 0 0*************************************

00 1.002'7 0.00.8 0.000 1.00.8 0.000

1.00o.2'7

aa

1.00aa

0

1 .000 .000.0

1 .000.0

0

1.000.000.0

0093.100.'70

1.n

33

0093.'t00.10

1

0

1

1

0

1.2?

1 00n

0002

****************************************

Traffix 7.6.0115 (c) 2003 Dowling Assoc. Licensed to URS CORP', SANTA ANA, CA

CEQA Existing Setting AM Sun Aug 30' 2015 t2:56:.51 Page 10-1

Wayne J . Sand and Gravel Mine Project Traffic StudyCEQA Exj-sting Setting Plus Project

Morning Peak Hour

2************Intersection************Average Dela************Approach:

Y:r:i:::-___Control:Rights:Lanes:

Volume ModufeBase Vof:Growth Adj:Initial Bse:Added Vol-:PasserByvol:Initlal Fut:User Adj:PHF AdJ:PHF Volume:Reduct Vol:Einal VoI. :

Critical Gap Module:Critical Gp: 6.4 xxxx 6-2 xxxxx xxxx xxxxxEolfowupTim: 3.5 xxxx 3.3 xxxxx xxxx xxxxx

LeveI Of Service Computation ReportOO0 HCM Unsignalized Method (Future Vofume Alternative)********************************************************************#4 Grimes canyon Road south at Broadway Road [county of ventula]

********************************************************************y (sec/veh): 6.0 Worst Case Levef Of Service: A[ 9'0]********************************************************************

North Bound South Bound East Bound V'¡est Bound

L-T_RL-T-RL-T-RL-T-Rt---------------ll---------------ll---------------ll---------------l

Stop Sign Stop Sign Uncontrolled Uncontrofl-edIncfude Include fncÌude Include

0 0 1l o o 0 o o o o 0 0 0 1 0 0 1 0 0 0

t---------------ll---------------ll---------------ll---------------l0

00000

00000

00

0

1

1 .00'7

00't

I1.00 1.

I0

0B

1.00 1

1.00 1

I0B

1.00 1 .00 1.00 1.1.00 1.00 1.00 1.

? L13 210001 II3 21

0 7300 1.000 730400o '71

00 1.0000 1 .00o1100o11

001.00 1.00

00000000

1.00 1.001.00 1.00

000000

01 .00

0000

1 .001.00

00

0

0381.00 1.00

0 380000038

1.00 1.001 .00 1.00

03800038

110 211.00 1.00 1

110 2'7

3000

113 21

xxxxx xxxx xxxxx 4.1 xxxx xxxxxxxxxx xxxx xxxxx 2.2 xxxx xxxxx|--------- ll---------------l

45 xxxx xxxxx1576 xxxx xxxxx1576 xxxx xxxxx0.07 xxxx xxxxt---------------l

0.2 xxxx xxxxx7 .5 xxxx xxxxxA**

LT-LTR_RTxxxx xxxx xxxxx0.2 xxxx xxxxx7.5 xxxx xxxxxA**xxxxxx

*

Capacity Module:cnflict vol_: 295 xxxx 42 xxxx xxxx xxxxx Xxxx xxxx xxxxxpotent cap.: 701 xxxx 1035 xxxx xxxx xxxxx xxxx xxxx xxxxxMove Cap.: 660 xxxx 1035 xxxx xxxx xxxxx xxxx xxxx xxxxxVolume/Cap: 0.01 xxxx 0.07 xxxx xxxx xxxx xxxx xxxx xxxx

-l---------ll---------ll---------------lLeveI Of Service Modufe:Oueue: xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxxStopped Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxxLOS tY Move: * * * * * * * * *

MoveMENt: LT - LTR - RT LT - LTR _ RT LT - LTR - RT

Shared Cap.: xxxx 982 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxxSharedQueue:xxxxx 0.3 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxxShrd StpDef:xxxxx 9.0 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxxShared LOS: * A * * * * * * *

ApproachDel: 9.0 xxxxxx xxxxxxaþþroachr,os: A * *



V{ayne J. Sand and Gravef Mine Project Traffic StudyCEQA Existing Setting Plus Project

Morning Peak Hour

Level Of Service Computation ReportICU 1 (Loss as Cycle Length t) Method (Future Vofume Alternative)********************************************************************************

Intersection #5 Grimes Canyon Road South at Los Angefes Avenue (SR-118) lCounty********************************************************************************Cycl-e (sec): 100 Critical Vol./Cap. (X): 0.711Loss Time (sec) : 10 (Y+R : 4 sec) Average Oelay (sec/veh) : xxxxxxOptimal Cycle: 51 Level- Of Service: C********************************************************************************Approach: North Bound South Bound East Bound West BoundMovement: L - T - R L - T - R L _ T - R L - T - R

-t--------- |--------- |--------- t---------------lControl-: Split Phase Spl-it Phase Protected ProtectedRights: Incl-ude Incl-ude Include Incl-udeMin.Green: 0 0 0 0 0 0 0 0 0 0 0 0Lanes: 0 0 0 0 0 0 0 1! 0 0 1 0 1 0 0 0 0 1 0 1

l --------------- | --------------- | --------------- | --------------- l

Vol-ume ModuleBase VoI:Growth Adj:Initlal- Bse:Added Vol-:PasserByvof:fnitiaf Fut:User Adj:PHF Adj:PHF Vofume:Reduct Vof:Reduced Vof:PCE Adj:MLF Adj:Final Vol.:

0

1.00 1

0000

1.00 1

1.00 1

0

0

01.00 1

1.00 1

0

0

0

0

00000

000

0000

0

0

0

0

0.00.00

00

0

.00

.000

411.00

4100

411 .001 .00

410

411.001.00

41

0

1 .000000

1 .001.00

0

0

01.001.00

0

II21.00 1

II23

0115

1.00 I1.00 1

1150

1151.00 1

1.00 1l1E

1901.00

'7 9000

1901.001.00190

0

190

1.00 1.00 1.00 1

1.00 1 .00 1 .00 1

0 0 1590000 0 759

1591.00159

0

0? qq

0.00 1

0

00

\20052

4

056000056

0

56000056

01 .00

0000

01.00

0

000

1

180018

00

1B

00001B

0

1B00001B

1

1

1

1

1

1

.00 1.00 1.00 1.00 1

. 00 1.00 1 .00 1.00 1

190 0 0 759

Saturation Flow ModuleSat/Lane:AdjustmentLanes:Final- Sat.

1 6001 .000.00

0

1 6001 .000 .00

0

1 6001 .000.29

464

00 1 60000 1 .0000 0.710 1136

1600 16001 .00 1.001 .00 1.001600 1600

1 6001.000.00

0

1600 16001 .00 1.000.00 1.00

0 1600

1 6001.001. 001 600

000000

0

T61.0.

161.0.

Capacity AnaÌysis Module:vol/Sat: 0.00 0.00 0.00 0.10 0.00 0.10 0.04 0.49 0.00 0.00 0.47 0.01crit Moves. **** **** ************************************************************************************


CEQA Existj-ng Setting AM Sun Aug 30, 2015 12:'56:5'7 Page 12-1

Wayne J. Sand and Gravel Mine Project Traffic StudyCEQA Existing Setting Pl-us Project

Morninq Peak Hour

Levet Of Service Computation ReportICU 1(Loss as Cycle Length 8) Method (Future vol-ume Alternative)

********************************************************************************Intersection #6 A Street (SR-23) at Ventura Street (SR-126) [City of Fiflmore]********************************************************************************Cycf e (sec) : 100 Criticaf Vol . /Cap. (X) : 0.'794Loss Time (sec): 10 (Y+R = 4 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 65 Levef Of Service: C

********************************************************************************Approach: North Bound south Bound East Bound west BoundMovement: L - T - R L - T - R L - I - R L - T - R

-l---------ll---------ll---------ll---------------lcontrol-: Protected Protected Protected ProtectedRights: Include Incl-ude Include IncludeMin.creen: 0 O 0 O 0 0 0 0 0 0 0 0

Lanes: 1 0 0 1 O 1 O 0 1 0 1 0 1 1 0 1 0 1 1 0

-l---------ll---------ll---------ll---------------lVofume Module:Base Vol-: 133Growth Adj : 1.00Initial- Bse: 133Added Vol: 64PasserByvol-: 0

Initiaf Fut: 791User Adj: 1.00PHF Adj : 1.00PHF Vofume: I9'7Reduct Vof: 0Reduced Vol: I91PCE Adj: 1.00MLF Adj : 1.00Finaf Vol. : I91

1181 .00

11800

1181 .001 .00

1180

1181 .001 .00

118

1061 .00

106100

0206

1 .001 .00

2060

2061 .001 .00

206

1B1 .00

1B0

018

1 .001.00

780

781 .001.00

'78

1821.00r82

0

0

7821.001.00

IB20

IB21.001.00

IB2

541.00

5400

541.001 .00

540

541 .001 .00

54

35.0035

00

35.00.00

035

.00

.00

4971.00

49r00

4971.001.00

49r0

49r1.001.00

49L

1591 .00

15996

0ôEtr

1 .001 .00

art

0ôEE

1.001 .00

aEt

1551 .00

155150

0

3051 .001 .00

30s0

30s1 .001 .00

30s

190r .00190

00

'190

1.001.00

'7 900

'7 901.001.00190

451 .00

4500

451 .001 .00

450

451 .001 .00

45

1

1

1

1

1

t---------------ll---------------ll---------------ll---------------lSaturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600

Adjustment: 1.00 1 . oo 1. oo 1. o0 1 .00 1.00 1 .00 1.00 1.00 1 .00 1.00 1.00Lanes: 1.OO 0.36 0.64 1.00 0.77 0.23 1.00 1.32 0.68 1.00 1.89 0.11Final Sar.: 1600 583 1017 1600 1234 366 1600 2106 1094 1600 3028 I12

-l---------ll-----.---ll---------ll---------------lCapacity AnaÌysis Module :

vot/Sar: o .I2 O .20 o.2O O. 05 O. 15 0 .15 0.o2 0.23 0 .23 0 .I9 0.26 0 -26crit Moves. **** **** **** ************************************************************************************

Traffix 7.6.0115 (c) 2OO3 Dowling Assoc. Licensed to URS CORP., SANTA ANA' CA

CEOA Existing Setting AM Sun Aug 30, 2015 12:56"58 Page 13-1

lrlayne J. Sand and GraveÌ Mine Project Traffic StudyCEQA Existing Setting Plus Project

Morning Peak Hour

Level Of Service Computation Report2000 HCM Unsignalized Method (Future Volume Alternative)

********************************************************************************Intersection #? Grímes Canyon Road (SR-23) at Wayne's !Ùay [County of Ventura]********************************************************************************Average Del-ay (sec/veh): I.2 Worst Case Level- of Service: cl 24.8)********************************************************************************Approach: North Bound South Bound East Bound West BoundMovement: L - T - R L - T - R L - T - R L - T - R

-l---------ll---------ll---------ll---------------lControf: Uncontrol-Ied Uncontrolled Stop Sign Stop SignRights: Incl-ude Include IncÌude IncludeLanes: 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 11 0 0

-r---------ll---------ll---------ll---------------lVolume Modufe:Base Vol-: 0 206 6

Growth Adj: 1.00 1.00 1.00Initial Bse: 0 206 6

Added Vol: 0 233 53PasserByvol: 0 0 0Initial Fut: 0 439 59User Adj : 1.00 1.00 1 .00PHF Adj : 1.00 1.00 1.00PHF Vofume: 0 439 59Reduct Vof: 0 0 0Final Vol-. : 0 439 59Critical Gap Module:Critical Gp:xxxxx xxxx xxxxxFollowUpTim:xxxxx xxxx xxxxx

-t---------------lCapacity Modu1e:Cnflict Vof: xxxx xxxx xxxxxPotent Cap.: xxxx xxxx xxxxxMove Cap.: xxxx xxxx xxxxxVolume/Cap: xxxx xxxx xxxx

-l---------------lLevel- Of Service Modul-e:Queue: xxxxx xxxx xxxxxStopped Del:xxxxx xxxx xxxxxLOS by Move: * * *Movement: LT - LTR - RT

Shared Cap.: xxxx xxxx xxxxxSharedQueue:xxxxx xxxx xxxxxShrd StpDel:xxxxx xxxx xxxxxShared LOS: * * *ApproachDel: xxxxxxApproachlOS: *

6 5BB1.00 1.00

6 58823 15500

29 '7 431 .00 1.001.00 1.00

29 14300

29 143

1.00 1.00 1

1.00 1.00 1

000000

0

0

0

0

0000

000

01.00 1

036

0

00 1.0000 1.0036 0

0036 0

01 .00

016

0I6

1.001.00

L60

16

01.00

0000

11

000 1

00

0

0

000

0

000000

0000

0

0

0

0

000

0

0036

1

I1

1

4.I)t


6.4 XXXXXXXX

63

r---------------ll498 xxxx xxxxx

1076 xxxx xxxxx1076 xxxx xxxxx0 .03 xxxx xxxx

t --------------- |


.J

1270 xxxx 468187 xxxx 599184 xxxx 599

0.20 xxxx 0.03| --------------- l

YYY!

xxxxYYYY

XXXX

0.18.4

xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxxxxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx********A

LT - LTRxxxx xxxx0.1 xxxx8.4 xxxxA*

xxxxxx

LT - LTRYIYY YYYY


xxxxxx*

-RT LT_LTRxxxxx xxxx 233xxxxx xxxxx 0.8xxxxx xxxxx 24.8**c

24.8c

_RTxxxxxxxxxxxxxxx

-RTxxxxxxxxxxxxxxx

Traffix 7.6.0L15 (c) 2003 Dowling Assoc. Licensed to URS CORP., SANTA ANA, CA


Wayne J. Sand and Gravel- Mine Project Traffic StudyCEQA Exísting Setting PIus Project

Morning Peak Hour

Levef Of Service Computation ReportICU 1 (Loss as cycl-e Length %) Method (Future vol-ume Alternative)

********************************************************************************Intersection #B Wafnut Canyon Road (SR-23) at Casey Road [City of Moorpark]********************************************************************************Cycte (sec): 1OO Critical Vol'/Cap' (X): 1"028

lãss Time (sec): 10 (y+R : 4 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 100 ' Level Of Service: E

********************************************************************************Approach: North Bound South Bound East Bound V{est Bound


-l---------ll---------ll-----ll---------------lControf: Prot+Permit Permitted Protected ProtectedRights: Include fnclude Incl-ude Incl-ude

Min.creen: O 0 0 O O O 0 0 0 0 0 0

Lanes: 1 O 1 0 0 O O 0 1 0 1 O O 0 1 0 0 0 0 0

-l---------ll---------ll-----ll---------Vol-ume Module:Base Vof: 3I4Growth Adj : 1.00Initial Bse: 3LqAdded Vol-: 0

PasserByvol: 0

Initi-al Fut: 3]-4User Adi : 1.00PHF Adj : 1.00PHF Volume z 3L4Reduct Vol: 0

Reduced VoI: 3L4PCE Adj : 1.00MLF Adj : 1.00Final Vof. : 314

0

1.00 1

0

00

01.00 1

1.00 1

00

01.00 1

1.00 1

0

261 .00

2600

zo1 .001.00

260

2681 .00

268282

0

s501 .001.00

5500

5501 .001 .00

5s0

6031 .00

6031BB

0

19r1 .001.0019r

0

19r

261_

1.00267

0

026r

1.001.0026r

026r

1.001.0026r

0

1 .000

000

1 .001 .00

00

01 .001 .00

0

100010

00 1.0000 1.0010

000

000

00000

0

00

01.00

0

00

0

0

00

1.001.00

0

01 .00

00

0

0

0

00

1.001.00

0

701 .00 1.00

'70000070

1.00 1.001 .00 1.00

1.001.00

1 .001.00

26.00 1.00.00 1.00

0 791

1.001 .00

26

1600 16000 . 94 1.000.00 0. 97

0 1549

1

1

Saturation Flow Modul-e:Sat/Lane: 1600 1600Adjustment: 0.94 1.00Lanes: 1.00 1.00Final Sat.: 1500 1600

-t---------------llCapacity AnalYsis Module :

Vol/Sat: 0 '2L 0.34 0.00Crit Moves ' **********************************

1600 1600 1600 1600 1600 16000.94 1.00 0.94 0. 94 1.00 0. 94

1 .00 0.00 1.00 0.00 0.00 0.00150001500000

----ll----ll---------------lo . o0 0.51 0.54 o.0o 0.00 0 -r1 0.00 0.00 0.00

**** ******************************************************

1 6000.940 .03

4B

009400

0

I60.0.

Traffix 7.6.0115 (c) 2003 DowÌing Assoc. Licensed to URS CORP'' SANTA ANA' CA


Wayne J. Sand and Gravel Mine Project Traffic StudyCEQA Existing Setting PIus Project

Morning Peak Hour

Levet Of Service Computation ReportICU 1(Loss as Cycfe Length 8) Method (Future volume Al-ternative)

********************************************************************************Intersection #9 Moorpark Avenue (SR-23) at Poindexter Avenue [City of Moorpark]********************************************************************************Cycle (sec): 100 critical Vo1'/Cap' (x): 0'701lóss Time (sec): 10 (Y+R : 4 sec) Average Detay (sec/veh): xxxxxxOptimal- CycJ-e: 50 Levef Of Servj-ce; C



-l---------ll---------ll------ll---------------lControl: Protected Protected Split Phase SpÌit Phase

Rights:IncludeInc].udelncludelncfudeuiÀ.creen: 0 0 O O 0 0 O 0 0 0 0 0

Lanes: 1 O 0 1 O 1 O 1 0 1 0 1 0 1 0 1 0 0 1 0

-l---------ll---------ll---------ll---------------lVofume Module:Base VoI: 82cror^rth Adj : 1.00Initiaf Bse: 82Added Vof: 0

PasserByvol: 0

Initial I'ut: B2

User Adj : 1.00PHF Adj : 1.00PHF Volumel. 82Reduct Vol: 0

Reduced Vol-: B2

PCE Adj : 1.00MLF Adj : 1.00Einal Vol.: 82

101 .00

1000

101 .001.00

100

101 .001.00

10

3521 .00

352188

0540

1.001.00

5400

540

2021 .00

20200

2021 .001.00

2020

2021 .00 1.00 1.001 .00 1.00 1 .00

't 540 202t---------------l

228 11 1361 .00 1.00 1.00228 11 136

000000

228 11 1361 .00 1.00 1 .001.00 1 .00 1.00228 11 136

000228 11 136

1 .00 1.00 1.001.00 1 .00 1.00228 11 136

t---------------

5 43 131 .00 1.00 1.00

543130000005 43 13

1 .00 1.00 1.001.00 1.00 1 .00

5 43 130005 43 13

1 .00 1.00 1.001.00 1.00 1.00

5 43 13

t---------------l

3191 .00

319¿ó¿

0601

1 .001.00

6010

6011 .001 .00

601

1 .001.00

7

0

1

1

00'7

007

1

t---------------lSaturation Flow Module:Sat/Lane: 1600 1600Adjustment: 0.94 1.00Lanes: 1.00 0.98Finaf Sat.: 1500 1574

-t----------

1 6000.940.02

1600 16oo 1600 1600 1600 1600 1600 1600 1600o. 94 1. O0 0.94 0.94 1.00 0. 94 0.94 1.00 0. 94

1.00 1.OO 1.00 r.oo o.21 0.73 1.00 0-77 0.231500 1600 1500 1500 439 1088 7500 1229 348

----ll----ll---------------l25

llCapacity AnaÌysis Module :

voi/s.t r O. 05 0.38 0.41 O . OO 0.34 0.13 O .15 0.03 0.13 0.00 0.03 0.04

Cfit MOVeS. **** **** **** ****

********************************************************************************




Morning Peak Hour

Level Of Service Computation ReportICU 1(Loss as Cycle Length %) Method (Future volume Alternative)

********************************************************************************Intersection #10 Spring Road at Los Angeles Ave (SR-118) tCity of Moorparkl********************************************************************************Cycfe (sec): 1OO Criticaf Vol./Cap' (X): 0'855Loss Time (sec): 10 (Y+R : 4 sec) Average Detay (sec/veh): xxxxxxOptimal Cycle: 81 Level- Of Service: D



-l---------ll---------ll---------ll---------------lcontrol: Protected Protected Plotected ProtectedRights: Include Ovl Include OvfMin.creen: O 0 O O O 0 0 0 0 0 0 0

Lanes: 2 O 1 1 O 2 O 1 O 1 2 0 2 0 1 1 0 2 0 1

r---------------ll---------------ll---------------ll---------------lVolume Module:Base Vol: 193crohrth Adjr 1.00Initíal Bse: 193Added Vol: 0

PasserByvof: 0

fnltiaf Fut: 193User Adj : 1.00PHF Adj : 1.00PHF VoÌume: 193Reduct Vof: 0

Reduced Vol: 193PCE Adj : 1.00MLF Adj : 1.00Final Vof. : 193

3131 .00

31300

3131 .001 .00

a1)

0313

1 .001.00

313

B31 .00

B300

831.001 .00

830

831 .001 .00

83

3621 .00

3620

0

3621 .001.00

3620

3621.001 .00

362

4101.00

4100

0

4101.001 .00

4100

4101.001.00

410

541.00

540

0

^L1.001 .00

540

541 .001 .00

54

7281 .00r28

00

r281.001 .00

T2B0

7281 .001 .00

].28

9931 .00

993188

0

118 1

1.001.00118 1

011811.001 .001181

2701.00

2700

0

2LO1 .001.00

2LO0

2ro1.001.00

2L0

121 .00

120

012

1 .001 .00

120

121 .001 .00

'12

9101.00

9'70282

012521.001.001252

072521.001.007252

2841.00284

00

2841.001 .00

2840

2841 .001.00

284

t---------------ll---------------ll---------------ll---------------lSaturation Flow Module:sar/Lane: 160O 1600 1600 1600 16OO 1600 1600 1600 1600 1600 1600 1600

Adjustment: 0.94 1. O0 O.94 0.94 1.00 0.94 0.94 1.00 o.94 0.94 1.00 o -94Lanes: 2.00 1.58 O.42 2.OO 1.OO 1.00 2.oo 2.00 1.00 1.00 2.00 1.00Final sar.: 30oo 2529 629 3OOO 1600 1500 3000 3200 1500 1500 3200 1s00

-l---------ll---------ll---------ll---------------lCapacity AnaÌysis Module:vor/sat: o-06o.I2 0.13 o.I2O.26 O.04 0.040.37 0.14 0.050'39 0.19crit Moves ' **** **** **** ************************************************************************************

Traffix 7.6.0115 (c) 2O03 Dowling Assoc. Licensed to URS CORP.' SANTA ANA, CA

CEQA Existing Setting PM Sun Aug 30, 2075 12:58:11 Page 1-1-

Wayne J. Sand and Gravel Mine Project Traffic StudyCEQA Existing Setting PÌus Project

Evening Peak Hour

Scenario

Command:Vofume:Geometry:Impact Fee lTrip Generation:Trip DistributionPaths:Routes:Configuration:


PMPM

Exist ingDefault Impact FeePM

PM

Defaul-t PathsDefauft RoutesPM Existing

Traffix 7.6.0115 (c) 2OO3 Dowting Assoc. Licensed to URS CORP., SANTA ANA' CA

CEOA Existing Setting PM Sun Aug 30, 2015 1-2:58:11 Page 2-1

Wayne ,f. Sand and Grave1 Mine Project Traffic StudyCEQA Existing Setting Plus Project

Evening Peak Hour

Zone# Subzone

Trip Generation RePort

Forecast for PM


Trips Trips Total ? OfTrips Total-In Out

1 !{ayne J. San 1.00 MiningZone 1 Subtotal

2 Grimes Rock 1.00 MiningZone 2 SubtotaÌ

3 Wayne ,f Sand 1 .00 MiningZone 3 Subtotal


B Rancho San c 1.00 MiningZone 8 Subtotal-

24 .OO 24.00 24

2424

2424

4848

15.815.8

1515

19t9

3434

LL.2Lr.2

8181

818t

]-62762

242424

4848

15. B

15. B

6.00 6.00 6666

1,2

I220?o

15.00 19.00

R? ?

53 .3

TOTAL 150 154 304 100.0

Traffix 7.6.0115 (c) 2003 Dowling Assoc. Licensed to URS CORP.' SANTA ANA/ CA


lilayne J. Sand and Gravel Mine Project Traffic StudyCEQA Existing Setting Plus Project

Evening Peak Hour


Vol-ume Northbound Southbound EastboundType Left Thru Right Left Thru Right Left Thru Right

#1 Moorpark Avenue (SR-23) at Los AngelesAvenue (SR-118)Base 41 64 131 20O 96 106 t29 923 25AddedO0O8000000rotal- 41 64 131 28O 96 106 I29 923 25

ülestbound TotalLeft Thru Right VoÌume

lCity of Moorparkl255 9r4 91 298r

0018158255 9r4 115 3139

#2 Moorpark Avenue (SR-23) at HighBase 33 225 331 60 220Added07800B0rotal 33 303 33'7 60 300

#3 Grimes Canyon RoadBase 35 509Added 0 ?BTotal 35 587

Street [City of Moorpark]?820412621400000018204126214

at Broadway Road ICounty of Ventura]27335810330080 1 1 0 0 0 0

293368203300

sR-23 )

0

0

0

810

81

1 308158

t466

906160

1066

110175945

#4 Grimes Canyon Road South at Broadway Road lCounty of Ventura]

000

0

0

0

-118 )

00

0

BaseAddedTotal

'7

07

0

0

0

00

0

00

0

1031

104

052r7553000010052715630

2642

266

lcounty of Ventura]o 152 32 18660002o 152 32 1868

28r6135

2957

#5 Grimes Canyon Road South at Los Angeles Avenue (

Base0003006191'900AddedO0000110rotal-0003006292900

SR

#6 A Street (SR-23) at Ventura Street (SR-126) [City of Fillmore]Base 2I3 262 I4I 725 126 40 '73 891 95 II1 665

Added2104100000264L0rotaf 240 262 182 I25 126 40 '13 891 I2l 158 665

6B

068

3

8

11

#7 crimes Canyon Road (SR-2Base 0 554 1

Added 0 64 15Total 0 618 76

#B VilaÌnut Canyon Road (

Base 146 653 0

Added 0 78 0

Totaf L46 '737 0

ât Wayne's lÍay [County of Ventura]20100003064 0 0 0 0 18 0

2170000210

at Casey Road [CitY of MoorPark]342910020808000000

42291002080

0

0

0

0

00

3)2

6

I

3)000

2R-13 68

158r526

S9 Moorpark Avenue (SR-23) at Poindexter Avenue [City of Moorpark]Base 59 311 24 11 441 25]- 309 24 126 18 31

AddedO7800B0000000rotaf 59 449 24 11 52I 25t 309 24 126 18 31

190

79

T684158

1,842


CEQA Existing Setting PM Sun Aug 30, 2015 l-2:58:11 Page 3-2

wayne .1. Sand and Gravel- Mine Proiect Traffic StudyCEQA Existing Setting Pl-us Project

Evening Peak Hour

Vollme Northbound SouthboundType Left Thru Right Left Thru Right


Westbound TotalLeft Thru Right VoÌume

#10 Spring Road at Los Angeles Ave (SR-Base 247 322 64 404 365 60Added000000rotal 241 322 64 404 365 60

) tCity of Moorparkl111 9BB 34r 144 1053

0800018111 1-068 34L r44 1137

1184ZZ

0

422

452r1sB

461 9

Traffix 7.6.0115 (c) 2003 Dowling Assoc. Licensed to URS CoRP., SANTA ANA' CA

CEQA Existíng Setting PM Sun Aug 30, 2OI5 12:58:13 Page 6-1

lfayne J Sand and Gravel Mine Project Traffic StudyCEOA Existing Setting Plus Project

Evening Peak Hour

Intersection

#1+2#3#4+5#6#1+B#9#10



Grimes canyon Road (SR-23) at





Wal-nut Canyon Road (SR-23) at



Impact AnalYSls ReportLevel Of Service

Baseoel/ v/

LOS Veh C

B xxxxx 0.639

A xxxxx 0.595

B 0. o 7.o24

A 9.1 0.000

C xxxxx 0.719

D xxxxx 0.811

B 13.3 0.000

B xxxxx 0.647

B xxxxx 0.654

D xxxxx 0.815

FutureoeL/ v/

LOS Veh C

C xxxxx 0.754

A xxxxx 0.595

B 0.0 1 .181

A 9.1 0.000

C xxxxx 0.720

D xxxxx 0.871

c t6 .3 0. 000

B xxxxx 0.696

C xxxxx 0.704

D xxxxx 0.840

Changein

+ 0.115 V/C

+ 0.000 v/c

+ 0.000 D/V

+ 0.005 D/v

+ 0 .001 v,/c

+ 0 .059 v,/c

+ 3.045 D,/V

+ 0.049 V/C

+ 0.050 v/c

+ 0.025 v/c


CEQA Existing Setting PM Sun Aug 30, 2015 12:58:13 Page 7-l

!ûayne J. Sand and Gravel- Mine Project Traffic StudyCEQA Existing Setting Plus Project

Evening Peak Hour

Level of Service computation ReportICU 1(Loss as Cycl-e Length %) Method (Future vol-ume Alternative)

********************************************************************************Intersection #1 Moorpark Avenue (SR-23) at Los AngeÌesAvenue (SR-118) [City of M

********************************************************************************Cycle (sec): 100 Critical Vol'/Cap' (x): 0'754Loss Time (sec) : 10 (Y+R : 4 sec) Average Delay (sec/veh) : xxxxxxOptimal Cycle: 58 Levef Of Service: C



-l---------ll---------ll---------ll---------------lcontrof: split Phase split Phase Protected ProtectedRights: Ovl- Ovt Include OvIMin.Green: 0 O O O O 0 0 0 0 0 0 0

Lanes: 1 1 O O 1 1 0 1l O 1 1 0 2 1 0 1 0 2 O 1

t---------------ll---------------ll---------------ll---------------lVolume Modufe:Base Vol: 41 64 131 200 96 106 I29 923 25 255 974 91

GrowrhAdj: 1.oo1.oo 1.oo 1.001.00 1.OO 1.001.00 1.00 1.001.00 1.00rnirial Bse: 4L 64 131 200 96 106 ]_29 923 25 255 9I4 9'l

AddedVol: O O O 80 O 0 0 0 0 0 0 78

PasserByvol: O O O O 0 O 0 0 0 0 0 0

rnitiaf Fut: 4L 64 131 2BO 96 106 I29 923 25 255 974 175

userAdj: 1.001.00 1.00 1.oo1.oo 1.00 1.001.00 1.00 1.001.00 1.00pHFAdj: 1.001.00 1.OO 1.001.00 1.OO 1.001.00 1.00 1.001.00 1.00pHF Vofume z 4L 64 131 2BO 96 106 729 923 25 255 9I4 175

Reduct Vof: O O 0 0 O 0 0 0 0 0 0 0

Reduced vol: 41 64 131 2BO 96 106 I29 923 25 255 974 175pcEAdj: 1.001.00 1.OO 1.001.00 1.OO 1.001.00 1.00 1.001.00 1.00MLFAdJ: 1.OO1.OO 1.OO 1.001.00 1.00 1.001.00 1.00 1.001.00 1.00Fi_nal Vot.: 41 64 131 2BO 96 106 I29 923 25 255 9I4 175

-t---------ll---------ll---------ll---------------lSaturation Flow Module:Sat/Lane: 160O 160O 1600 160O 16OO 1600 1600 1600 1600 1600 1600 1600

Adjusrmenr: 0.94 1.00 0.94 0.94 1.00 0.94 0.94 1.00 O.94 0.94 1.00 o-94Lanes: 1.OO 1.OO 1.OO I.14 0.26 1.00 I.00 2.92 0.08 1.00 2.00 1-00Final Sat.: 15OO 1600 15OO 2614 4:.2 15OO 1500 4673 7I9 1500 3200 1s00


vor/sat: 0.03 o.04 o.09 0.11 0.23 O.07 0.09 0.20 0-2I 0.I1 0.29 0-I2crit Moves. **** **** **** ************************************************************+***********************

Traffix 7.6.0115 (c) 2OO3 Dowling Assoc. Licensed to URS CORP.' SANTA ANA| CA

CEQA Existing Setting PM Sun Aug 30, 2015 I2:58:L4 Page B-1

Wayne ,f. Sand and Gravel Mine Project Traffic StudyCEQA Existing Setting Pfus Project

Evening Peak Hour

Level Of Service Computation ReportICU 1 (Loss as CycJ-e Length å) Method (Future volume Alternative)

********************************************************************************Intersection #2 Moorpark Avenue (SR-23) at High Street ICity of Moolpark]********************************************************************************Cycle (sec) : 100 Critical- VoI .,/Cap, (X) : 0'595Lõss Tirne (sec) : 10 (y+R : 4 sec) Average Defay (sec/veh) : xxxxxxOptimal Cycle: 40 Level- Of Service: A********************************************************************************Approach: North Bound south Bound East Bound west BoundMOVEMENT: L - T - R L - T - R L - T _ R L - T - R

-l---------ll---------ll---------ll---------------lcontrol: Permitted Permitted split Phase spfit Phase

Rights: Incl-ude Incl-ude Include Includeuin.creen: 0 O O 0 0 0 0 0 0 0 0 0

Lanes: O 1 0 O 1 1 0 0 1 0 0 0 1! 0 0 0 1 0 0 1

t---------------l l---------------l l---------------l l---------------lVolume Module:Base Vol-: 33Growth Adj : 1.00Initial Bse: 33Added Vol: 0

PasserByvoÌ: 0

Initiaf Fut: 33User Adj : 1.00PHF Adj : 1.00PHF Volume: 33Reduct VoÌ: 0

Reduced Vof: 33PCE Adj : 1.00MLF Adj : 1.00Final- Vol. : 33

2251 .00

22518

0303

1 .001 .00

3030

3031 .001.00

303

???1 .00

3370

0331

1 .001 .00

033 I

1 .001 .00

331

601 .00

6000

601.001 .00

600

601 .001 .00

60

2201.00

22080

0300

1.001 .00

3000

3001.001 .00

300

82000 1.008200000820

00 1.0000 1.0082000820

00 1.0000 1.00820

4t1.00

4T0

047

1 .001.00

4I0

4I1.001.00

4I

2621 .00

2620

0262

1 .001 .00

2620

2621.001.00

¿oz

7400T4

00

I40000I4

0

74000074

B11.00

810

0

811.001 .00

810

811 .001 .00

81

1

1

1

1

1

'7

001

0

01

0000

1

01

0000

1

1

1

1

1

1 1

1

1

1

1

Saturation Flow ModufeSat/Lane: 1600 1600Adjustment: 0.94 1.00Lanes: 0.10 0.90

1 6000.941 .00

1600 16000.94 1.001.00 0.98

1 6000.940.02

1600 1600 1600 1600 1600 16000.94 1.00 0. 94 0.94 1.00 0.940.r2 0.29 0.59 0.95 0.05 1.00

Finaf Sat.: 741 7443 1500 1500 1564 34 I'r.4 464 891 1424 81 1500

Capacity Analysis Modufe:vor/sat: o.o2 0.2I O.22 0.04 0.19 0.20 0.05 0.04 0.05 0.18 0.17 0.05Crit MOVeS. **** **** **** ************************************************************************************



Wayne ,J. Sand and Gravel Mine Project Traffic StudyCEQA Existing Setting Plus Project

Evening Peak Hour

Level- Of Service Computation Report2OOO HCM Unsignalized Method (Future Vofume Alternative)

********************************************************************************Intersection #3 Grimes Canyon Road (SR-23) at Broadway Road ICounty of Ventura]********************************************************************************Cycle (sec): 1 Critical VoI./Cap. (X): 1'181lòss time (sec): 0 (Y+R : 4 sec) Average De]ay (sec/veh): 9'5Optimal Cycte: 0 Level Of Service: B

********************************************************************************Approach: North Bound south Bound East Bound west BoundMovement: L - T - R l, - T - R L - T - R L - T - R

-l---------ll---------ll---------ll---------------lControl: Yield Sign Stop Sign Stop Sign Stop SignRights: Incl-ude Include Incl-ude Incl-udeLanes: 1 O 1 0 0 O 0 0 1 0 0 0 1! 0 0 0 0 0 0 0

-l---------ll---------ll---------ll---------------lVolume ModuleBase Vol-:Growth Adj:Initial Bse:Added Vol:PasserByvol-:Initial Fut:User Adj:PHF AdJ:PHF Volume:Reduct Vol:Einaf Vol. :

s091.00 1

509ftJ

0587

1.00 1

1.00 1

5870

587

213.00273

BO

0293

351 .00

?q1

036

1.00 1

3300

0

000

1.001.00

000

0000

1.001.00

000

01.00 1

81 01.00 1.00

000

0

0

00

0000

0

00

11

000

0

0035

1 .002tr

00

351 .001 .00

350

35

1 .000 .07

1a

1 .001.3

0

0.00

0000

.00

.00000

1.000 .000.0

1 .000.0

0

1.00 1.00 1.00 1

1 .00 1.00 1 .00 1

o 293 360000 293 36

811

0ó¿0000B2

082

0000

0000

1.001.00

000

L

1

1 .00 1.000.00 0.00

1.00 1

0.00

8.9 8.900

331.001.00

??

022

l---------------ll---------------ll---------------ll---------------lSaturation Flow Modul-eSat/Lane:AdjustmentLanes:Finaf Sat. 49'7

0

1.00 1

1.00 1

00000000000. o0 1.00 1 .00 1.00 1.00 1.00 1.00 1.00 1 .00 1.00 1.00. oo 0.00 0.00 0.89 0.11 0.71 0.00 0.29 0.00 0.00 0.0049100s0963220088000

.18 o.0o 0.00 0. s8 0 .58 0.37 0.00 0.37 0.00 0.00 0.00*** **** **** ****

I

Capacity Anal-ysisVol/Sat: 0.07Crit Moves:Green/Cyc1eVolume/Cap:Delay/Veh:Delay Adj:Ad j Del,/Veh:DesignQueue

1

1

1

B

1

I

.00

.189.0.00qô

0

1.00 1

0.00 00.0

1.00 1

0.00

00 1.0.

B

00 1.00 1.0058 0.37 0.00.9 4.L 0.0

1.000.374.r

1.00.00.

000

RO

8.9.00

0.00.01.00 1.00 1.00 1.00

4 .r 0.0 4.L000

.00 1.000.0 0.0

00********************** **********************************************************

Trafflx 7.6.0115 (c) 2003 Dowling Assoc. Licensed to URS coRP., SANTA ANA, CA

CEOA Existing Setting PM Sun Aug 30' 2OI5 12:58:.L4 Page 1-0-1


Evening Peak Hour

Levef Of Service Computation Report2000 HCM Unsignalized Method (Future Vol-ume ALternative)

********************************************************************************Intersection #4 Grimes Canyon Road South at Broadway Road ICounty of Ventura]********************************************************************************Average Delay (sec/veh): 5.4 Worst Case Level Of Service: A[ 9'1]********************************************************************************Approach: North Bound South Bound East Bound West BoundMovement: L - T - R L - T - R L - T - R L - I - R

-l---------ll---------ll---------ll---------------lcontrol: Stop Sign Stop sign uncontrol-led uncontrolledRights: fnclude Incl-ude Include IncfudeLanes: O O 1l O O 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0

t---------------ll---------------ll---------------ll---------------lVol-ume ModuleBase Vol:Growth Adj:Initial Bse:Added Vol-:PasserByvol:Initial- Fut:User Adj : 1.00 1 .00PHF Adj : 1.00 1 .00PHF Vofume: '7 0Reduct Vol: 0 0Final- Vol. : '7 0Critical Gap Module:Critical Gp: 6.4 xxxxEoll-oh/UpTim: 3. 5 xxxx

6.2 xxxxx xxxx xxxxx xxxxx xxxx xxxxx3.3 xxxxx xxxx xxxxx xxxxx xxxx xxxxx

0

1.00 1

0000

01 .00

00

0

01 .001 .00

00

0

000

0000

7

1.00 1

1

001

1031 .00

1031

0104

1 .001 .00

1040

104

001 .00 1.00

00000000

1 .00 1.001 .00 1.00

000000

520052

00

51.

I11 .00

770

0L1

1.001.00

I10

L]

55 301 .00 1.00

55 301000

s6 301.00 1.001.00 1.00

56 3000

56 30

1

000

0

000

0000

0

0

0

1.00 1.001 .00 1 .00

o5200o52

1

1

A1 xxxx xxxxxXXXX XXXXX

-l---------ll---------ll---------ll---------------lCapacity Module:Cnfl-ict VoÌ: 203 xxxx 6I xxxx xxxx xxxxx xxxx xxxx xxxxx 69 xxxx xxxxxpotent Cap.: 791 xxxx 1010 xxxx xxxx xxxxx xxxx xxxx xxxxx 1545 xxxx xxxxxMove Cap.: ?68 xxxx 1010 xxxx xxxx xxxxx xxxx xxxx xxxxx 1545 xxxx xxxxxVotume/Cap: O.01 xxxx 0.10 xxxx xxxx xxxx xxxx xxxx xxxx 0.04 xxxx xxxx

-l---------ll---------ll---------ll---------------lLevel Of Service Modul-e:eueue: xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 0.1 xxxx xxxxxStopped Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 7.4 xxxx xxxxxLOS by Move: * * * * * * * * * A * *

Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT

Shared Cap.: xxxx 991 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxxSharedeueue:xxxxx 0.4 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 0.1 xxxx xxxxxShrd StpDet:xxxxx 9.1 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 7.4 xxxx xxxxxShared LOS: * A * * * * * * * A * *

ApproachDel: 9 -L xxxxxx xxxxxx xxxxxxApproachlos: A * * *



lfayne J. Sand and Grave1 Mine Project Traffic StudyCEQA Existing Setting PIus Project

Evening Peak Hour

Level Of Service Computation ReportICU 1(Loss as Cycfe Length 8) Method (Future volume Al-ternative)

********************************************************************************Intersection #5 Grimes canyon Road south at Los AngeÌes Avenue (sR-118) lcounty********************************************************************************Cycte (sec): 100 Critical Vol./Cap. (X): 0'120Loss Time (sec): 10 (Y+R : 4 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 53 Levef of Service: C


-l---------ll---------ll---------ll---------------lcontrol: Split Phase sptit Phase Protected ProtectedRights: Incfude fncl-ude Include IncludeMin.Green: 0 O O 0 0 0 0 0 0 0 0 0

Lanes: O 0 0 O 0 0 O 11 0 0 1 0 1 0 0 0 0 1 0 1

r---------------ll---------------ll---------------ll---------------lVolume ModuleBase Vol:Growth Adj:Initial Bse:Added Vol-:PasserByvol:Initial Fut:User Adj:PHF AdJ:PHF Volume:Reduct Vof:Reduced Vol:PCE AdJ:MLF AdJ:Final Vof. :

SaturationSat/Lane:Adjustment:Lanes:Finaf Sat. :

000

1.00 1

1.00 1

0

01.00 1

0000

1.00 1

1.00 1

000

1.00 1

1.00 1

0

90000

9001.001.00

9000

900

01 .00

0

000

1 .001 .00

000

0 15200000 152

1 .00 1.00 1

1 .00 1.00 1

o 152000 152

000

00

00

0000

0

00

0000

0

1

000

0

0

00

00

1

30000 1.003000000

30000 1.0000 1.0030000

30000 1.0000 1.00300

6t 91 9001 .00 1 .00 1 .00

0 '752 3200 1.00 1.001

1

1 001

1

1

1

1

1

6T1

0

62000062

0oz000062

9I1

092000092

0

92000092

00

JZ000032

0320000-)z

1

1600 1600 1600 1600 16001 .00 1.00 1 .00 1 .00 1 .000.33 0.00 0.61 1.00 1.00

.00 1.00 1 .00 1.00

.00 1.00 1.00 1.00900 0 0 152

1

11

1

1

1

t---------------ll---------------ll---------------ll---------------lFfow Modufe:

1600 16001.00 1 .000.00 0.00

1.001 .001 600

1 6001 .001 .001 600

000000

0

761.0.

000000

0

I61.0.

1 6001 .000 .00

1 600

o 0 0 522 0 1078 1600 1600-l---------ll---------ll---------ll---------------l


vor,/sat: o.0o o.oo 0.00 0.06 0.00 0.06 0.06 0.56 0.00 0.00 0.47 o-o2Crit MOVeS: **** **** ************************************************************************************

Traffix 7.6.0115 (c) 2OO3 Dowting Assoc. Licensed to URS CORP.f SANTA ANA, CA

CEQA Existing Setting PM Sun Aug 30, 2015 12:58:74 Paqe I2-I

!ùayne ,J. Sand and Gravel Mine Project Traffic StudyCEQA Existing Setting Pfus Project

Evening Peak Hour

Level- Of Service Computation ReportICU 1(Loss as Cycle Length %) Method (Future Volume Afternative)

********************************************************************************Intersection #6 A Street (SR-23) at Ventura Street (SR-126) [City of Fillmore]********************************************************************************Cycl-e (sec): 100 Critical Vol./Cap. (X): 0.871Loss Time (sec): 10 (Y+R : 4 sec) Average Detay (sec/veh): xxxxxxOptimat CycJ-e: B1 Level Of Service: D

********************************************************************************Approach: North Bound South Bound East Bound hlest BoundMovement: L - T - R L - T - R L - T - R L - T - R

-t---------ll---------ll---------ll---------------lControf: Protected Protected Protected ProtectedRights: Incl-ude Include Include IncludeMi-n. creen: 0 0 0 0 0 0 0 0 0 0 0 0

Lanes: 1 0 0 1 0 1 0 0 1 0 1 0 1 1 0 1 0 1 1 0

r---------------ll---------------ll---------------ll---------------lVolume Modufe:Base Vol-: 2L3Growth Adj: 1.00Initiaf Bse: 2I3Added Vof: 21PasserByvol: 0

Initial Fut: 240User Adj : 1.00PHF Adj : 1.00PHF Volume: 240Reduct Vol: 0Reduced Vof: 240PcE Adj : 1.00MLF Adj : 1.00Finaf Vof. : 24O

2621.00

2620

0

2621 .001 .00

2620

2621 .001.00

262

1,471.00

74741

0r82

1 .001 .00r82

0782

1.001.00r82

1251.00

1250

0r25

1 .001 .00

l-250

1251.001.00

125

7261 .00

72600

1261.001.00

7260

L261.001.00

126

401.00

400

040

1 .001 .00

400

401 .001 .00

40

/J

1 .0013

00

131.001 .00

130

131 .001.00

13

8911.00

89100

8911.001.00

8910

8911.001.00

891

951 .00

9526

0

12t1.001.0072r

0r2t

1.001 .00L2r

IIl1 .00

1L147

0158

1.001 .00

1580

1581 .001 .00

158

66s1 .00

66500

6651.001.00

6650

6651.001.00

665

681.00

6B

0

0oõ

1.001 .00

6B

068

1.001.00

6B

r---------------ll---------------ll---------------ll---------------lSaturation Flow Modufe:sat/Lane: 160O 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1'00 1.00Lanes: 1.00 0.59 O.41 1.00 0.76 O.24 1.00 1.76 0.24 1.00 1.81 0.19Finaf sat.: 1600 944 656 L600 1274 386 7600 2811 383 ]-600 2903 291

-t---------ll---------ll---------ll---------------lCapacì-ty Analysis Modul-e :

vol/Sat: 0.15 0.28 0 .28 0.08 0. 10 0. 10 0.05 0.32 O.32 0 .10 0.23 0 '23crit Moves. **** **** **** ************************************************************************************


CEQA Existing Setting PM Sun Aug 30' 2015 12:58:.74 Page 13-1

V{ayne J. Sand and Gravef Mlne Project Traffic StudyCEQA Existing Setting Pl-us Project

Evening Peak Hour

Level- Of Service Computation Report2000 HCM Unsignalized Method (Future Vo1ume Alternative)

********************************************************************************Intersection #? Grimes canyon Road (sR-23) at v{rayne's way [county of ventura]********************************************************************************Average Delay (sec/veh): 0.6 worst case Level of service: ct 16.31********************************************************************************Approach: North Bound south Bound East Bound west Bound


-l--------- I l-------:- I l--------- I l---------------lcontrol: uncontrolled Uncontroll-ed stop sign stop signRights:Lanes:

VoÌume Modufe:Base Vol-: 0 554Growth Adj : 1.00 1 .00Tnltial- Bse: 0 554Added Vol: O 64PasserByvol-: 0 0

Initial Fut: 0 618User Adj : 1.00 1 .00PHF Adj : 1.00 1.00PHF Volume: 0 618Reduct Vol-: 0 0

Einal Vol-.: 0 618Critical Gap Module:Critical GP:xxxxx xxxxFoIf owupTim: xxxxx xxxx

1

1 .001

150

761 .001 .00

760

76

XXXXXxxxxx

Capacity Module:Cnflict Vol: xxxx xxxx xxxxxPotent Cap.: xxxx xxxx xxxxxMove Cap.: xxxx xxxx xxxxxVolume/Cap: xxxx xxxx xxxx

-l---------------llLevel- Of Serv.ice Module:Queue: xxxxx xxxx xxxxxStopped DeÌ:xxxxx xxxx xxxxxLOS by Move: * * *MovemeNt: LT - LTR - RT

Shared Cap.: xxxx xxxx xxxxxSharedQueue:xxxxx xxxx xxxxxShrd StpDel:xxxxx xxxx xxxxxShared LOS: * * *ApproachDel: xxxxxxApproachlos: *

1.001.00

8

0

B

1 .001 .00

0

00

000011

0

11

2011.00 1

20'764

0

27r1.00 1

1.00 1

21r0

21r

0

1.0000

00

1.001.00

00

0

3

1 .00 1.aJ

180

271.00 1.1.00 1.

2I0

2L

Incfude Include Include Incfudeo 0 o 1 0 o 1 0 0 o 0 0 0 0 0 0 0 1! 0 0

t---------------ll---------------ll---------------ll---------------l0

0000

00

0000

00

0

2

1 .002

6

08

1

0

000

0

0

0

0000

00

0

0

00000

0

1

0

0000

00

0000

00

0

3

1.003

B

011

1

11

1

xxxx4 .1.)t


6.4?q

6.2xxxx

t---------------l634 xxxx xxxxx959 xxxx xxxxx959 xxxx xxxxx

0.01 xxxx xxxx

xxxx xxxx xxxxx 913 xxxx 626xxxx xxxx xxxxx 306 xxxx 488xxxx xxxx xxxxx 304 xxxx 488xxxx xxxx xxxx 0.07 xxxx O.02

lt--------- ll---------------l

0.õ.A

0 xxxx8 xxxx

LT - LTRxxxx xxxx0.0 xxxx8. B xxxxA*xxxxxx

xxxxxxxxxx

-RTXXXXXxxxxxxxxxx


LT - LTRxxxx xxxx


XXXXXX*

XXXXXxxxxx

_RTxxxxxxxxxxXXXXX


LT - LTRxxxx 349

xxxxx 0.3xxxxx 16.3*c

16.3C

YYYYY

9YYYX

-RTxxxxxxxxxxxxxxx

Traffix 7.6.0115 (c) 2003 Dowling Assoc. Licensed to URS CORP'' SANTA ANA' CA



Evening Peak Hour

Levef of Service Computation ReportICU 1(Loss as Cycfe Length %) Method (Future Volume AJ-ternative)

********************************************************************************lntersection #8 Wafnut Canyon Road (SR-23) at Casey Road [City of Mciorpark]********************************************************************************Cycle (sec): 100 Critical- Vol./Cap. (X): 0.696Loss Time (sec) : 10 (Y+R : 4 sec) Average Delay (sec/veh) : xxxxxxOptimal Cycte: 100 Level- Of Service: B********************************************************************************Approach: North Bound South Bound East Bound West BoundMovement: L - T - R L - T - R L - I - R L - T - R

-t---------ll---------ll---------ll---------------lControl: Prot+Permit Permitted Protected ProtectedRights: Include Include Include Incl-udeMin.Green: 0 0 0 0 0 0 0 0 0 0 0 0

Lanes: 1 0 1 0 0 0 0 0 1 0 1 0 0 0 1 0 0 0 0 0

-t--------- |--------- l l--------- l l---------------lVol-ume Module:Base Vof:. 146Growth Adj: 1.00Initiaf Bse: 146Added Vol: 0PasserByVol: 0Initial Fut: 146User Adj : 1.00PHF Adj: 1.00PHF Volume: 146Reduct Vol: 0Reduced Vof: 146PCE Adj : 1.00MLF Adj : 1.00Final Vol. : 146

1 .001 .00

0

0

01.00 1.001.00 1.00

o 208

1 600o.941 .001500

00 160000 0.9400 1.000 1500

009400

0

6s31 .00

6531B

073r

1 .001 .0073r

0737

1 .001 .00

7 31-

01 .00

0000

1 .001 .00

000

1 .001 .00

0

0000

1.00 1

1.00 1

00

01.00 1

1.00 1

0

342.00342

800

422.00.00422

0

422.00.004Z¿

9

1 .009

009

1 .001 .00

9

09

1 .001 .00

9

2081.00

2080

0

2081 .001 .00

2080

208

0

0

0

0

1.00 1

1.00 1

0

0

0

1.00 1

1.00 1

0

01 .00

01.00 1

1

1

1

1

1

1

1

1

I60.0.

I61.0.

1600 1

0.94 1

0.00 0

1

100010

0

010000010

010000010

000

00

0

0

1

0

000

000

0000

000

0000

0

1

0

000

0

0

0

0000

0

0

0

0000

0

r --------------- | --------------- l l --------------- l l --------------- l

Saturation Ffow Modul-e:Sat/Lane: 1600 1600 1600Adjustment: 0.94 1-.00 0.94Lanes: 1 .00 1.00 0.00Final Sat.: 1500 1600 0

-t---------------lCapacity AnaÌysis Module :

Vof/Sat:Crit Moves:

600 1600.00 0.94.98 O.O2

0 1567 31tl

1600 16000.94 1.000.00 0.00

00| --------------- | I --------------- |

0.10 0.46 0.00 0.00 0.21 0.29 0.01 0.00 0.14**** ****

0.00 0.00 0.00

********************************************************************************


CEOA Existing Setting PM Sun Aug 30, 2015 t2:5BzI4 Page 15-1

Wayne J. Sand and Gravel Mine Project Traffj-c StudyCEQA Existing Setting Pl-us Project

Evening Peak Hour

Level Of Service Computation ReportICU 1(Loss as Cycle Length %) Method (Future vofume Afternative)

********************************************************************************Intersection #9 Moorpark Avenue (SR-23) at Poindexter Avenue [City of Moorpark]*+******************************************************************************Cycte (sec): 1OO Criticaf Vol./Cap' (X): 0'704lòss tine (sec) : 10 (y+R : 4 sec) Average Delay (sec/veh) : xxxxxxOptj-mal Cycle: 51 Level- Of Service: C

********************************************************************************North Bound South Bound East Bound vÍtrest Bound

L-T_RL-T-RL-T-RL-T-Rr---------------ll---------------ll---------------ll---------------l

Controf: Protected Protected Spfit Phase Split Phase

Rights:IncfudelncludelncÌudelncludeMin.creen: 0 O O 0 O 0 0 0 0 0 0 0

Lanes: 1 O 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 0 1 0

Approach:Movement:

Vofume Modul-e:Base Vof: 59Growth Adj : 1.00Initiaf Bse: 59Added VoI: 0PasserByvol-: 0Initiaf Fut: 59User Adj : 1.00PHF Adj : 1.00PHE Volume: 59Reduct Vol-: 0

Reduced Vof: 59PcE Adj : 1.00MLF Adj : 1.00Final Vol-.: 59

Saturation Fl-ow ModuleSat/Lane: 1600 1600Adjustment: 0.94 1.00Lanes: 1.00 0.95

r---------------ll---------------ll---------------ll---------------l31r

1 .0031r

1B0

4491 .001.00

4490

4491.001 .00

449

241.00

2400

241 .001 .00

240

241 .001.00

24

111 .00

110

0

111 .001.00

110

111 .001 .00

11

4471.00

44r80

0

52r1 .001.0052r

052r

1.001.00

527

3091 .00

3090

0309

1 .001 .00

3090

3091 .001 .00

309

241.00

2400

241.001 .00

240

241.001.00

24

1261.00

1260

0L26

1 .001.00r26

0

t261.001 .00

L26

181 .00

180

01B

1 .001 .00

1B0

1B

1 .001 .00

1B

31 1900 1.0031 190000

31 1900 1.0000 1.0031 1900

31 1900 I .0000 1.0031 19

25r1.0025r

00

25I1 .001 .0025r

025r

1.001 .0025r

T

1

1

1

1

1 600o.940 .05

1600 160o 1600 1600 1600 1600 1600 1600 16000.94 1. OO 0.94 0.94 1.00 0.94 0.94 1.00 0 -941 . OO 1.00 1 . oo 1 .00 0.45 0.55 1 .00 0. 62 0.38

FinaÌ sar.: 15OO 1519 16 1500 1600 1500 1500 '722 824 1500 992 s70


vo1/sut, O. 04 O .30 O .32 0. 01 O. 33 O .I1 0 .21 0.03 0. 1s 0 .01 0.03 0.03crit Moves. **** **** **** ************************************************************************************

Traffix 7.6.0115 (c) 2003 DowJ-ing Assoc. Licensed to URS CORP', SANTA ANA' CA

CEQA Existing Setting PM Sun Aug 30, 2075 12258:74 Page 16-1

V,¡ayne J. Sand and Gravef Mine Project Traffic StudyCEQA Existinq Setting Plus Project

Evening Peak Hour

LeveÌ of Service computation ReportICU 1(Loss as Cycle Length U ) Method (Future Vol-ume Al-ternative)

Intersection #10 Spring Road at Los Angeles Ave (SR-118) tcity of Moorparkl

********************************************************************************

Cycle (sec):Loss Time (sec):Optimal- CycÌe:


-t---------Control: ProtectedRights: IncfudeMin.Green: 0 0 0Lanes: 2 O 1 1 0

- | ---------Vofume Module:Base VoÌ : 24'7 322 64Growth Adj: 1.00 1.00 1.00Initial Bse: 241 322 64AddedVol: 0 0 0

PasserByvol-: 0 0 0Initial Fut: 241 322 64User Adj : 1.00 1 .00 1.00PHF Adj : 1.00 1 .00 1.00PHF Volume: 24'7 322 64Reduct Vol-: 0 0 0

Reduced VoI: 24'7 322 64PCE Adj : 1 .00 1 .00 1.00MLF Adj : 1 .00 1 .00 1.00Final Vof. : 241 322 64

Saturation Flor,r Modul-e:Sat/Lane: 1600 1600 1600

100 Criticaf Vol. /Cap. (X) :

10 (Y+R : 4 sec) Average Delay (sec/veh)11 Level Of Service:

South BoundL-T-

East Bound

0.840xxxxxx

D

West BoundRL_T RL T R


Ovf000

10201t---------------l

I t--------- ll---------------lProtected Protected

Ovl Include000000

2010120201Ir--------- |---------------l

404 365 601.00 1.00 1.00404 365 60

000000

404 365 601 .00 1.00 1 .001 .00 1.00 1 .00404 365 60

000404 365 60

1.00 1.00 1.001 .00 1.00 1 .00404 365 60

t---------------l

111 9BB 3411 .00 1.00 1.00111 9BB 34r

0 80 0000

111 1068 34r1 .00 1.00 1.001.00 1.00 1.00111 1068 347

000111 1068 347

1.00 1.00 1.001.00 1.00 1.00111 1068 34L

t---------------

144 1053 4221.00 1.00 1.00144 1053 422

0 78 0

000744 r73r 422

1 .00 1.00 1 . 001 .00 1 .00 1.00144 1131 422

000144 1131 422

1 .00 1.00 1.001.00 1.00 1.00144 1131 422

t---------------t

Adjustment: 0.94Lanes: 2.00Final Sat. : 3000

1600 1600 1600 1600 1600 1600 1600 1600 16000.94 1.00 0.94 0.94 1.00 0.94 0.94 1.00 0.942 .00 1.00 1 .00 2.00 2.00 1 .00 1.00 2 .00 1 .003000 1600 1500 3000 3200 1500 1500 3200 1500

| --------------- | | --------------- | I --------------- |-t---------------lCapacity Analysis ModuÌe:Vof/Sat: 0.08 0.12 0.13

1.00 0r.61 02669

.94

.3349'7

0. 13 0.23 0.04 0.04 0.33 0.23 0 . 10 0.35 0 .28crit Moves. **** **** **** ************************************************************************************

Traffix 7.6.0115 (c) 2003 Dowlinq Assoc. Licensed to URS CORP.f SANTA ANA, CA


!úayne J. Sand and Gravel Mine Project Trafflc StudyCEQA Existing Setting Pfus Cumulative Plus Project

Morning Peak Hour

Scenario

Command:Volume:Geometry:Impact Fee:Trip Generation:Trip Distribution:Paths:Routes:Configuration:

Scenarío ReportCEQA Existinq Setting AM

AMAMExj-stingDefauft Impact FeeAMAMDefault PathsDefaul-t RoutesAM Existing


CEQA Existing Setting AM Sun Aug 30, 2015 13:03:55 Page 2-L

Wayne J. Sand and Gravel Mine Project Traffic StudyCEoA Existing Setting Plus Crmulative Plus Project

Morning Peak Hour

Zone# Subzone Amount Units


Eorecast for AM

Rateln

RateOut

Trips Trips Total 3 OfTrips Total-In Out

1 Wayne J. San 1.00 MiningZone 1 Subtotal


3 Wayne J Sand 1.00 MiningZone 3 Subtotal

4 Grimes Rock 1.00 MininqZone 4 Subtotal


6 Cumulative P 1.00 Mixed UseZone 6 Subtotal

7 Cumulative P 1.00 Mixed Usezone '7 Subtotal

B Rancho San C 1.00 MiningZone B Subtotal-

90.00 60.00

52.00 37 .00 Êa

294.00 195.00 294294

295.00 381 .00 295295

126.00 7 66 .O0

90.00 60.00

2r.oo 15.00 272T

1515

3636

9090

6060

150150

55EE

3'73'1

F'

31-7 I

oo

89

195195

489489

15.41( ¿

381381

61 661 6

2r.321 .3

126126

'7 66'7 66

r492r492

41 .041 .0

90 6090 60

150150

¿. '1

4.1

1.11.1

4.14-1

2.92-9

2.82.8

9292

TOTAL t623 1551 3174 100.0



Wayne J. Sand and Gravel Mine Project Traffic StudyCEQA Existing Setting Plus Cumufative Plus Project

Morning Peak Hour

Turning Movement RePortAM

Volume Northbound SouthboundType Left Thru Right Left Thru Right

Sl- Moorpark Avenue (sR-23) at Los AngeÌesAvenue (SR-118) [city of Moorpark]Base 38 66 133 752 54 92 103 ?80 79 L72 801 116

Added00058000023000278593Totaf386613373254921031010191.I2I0I9.709

Eastbound Westbound TotafLeft Thru Right Left Thru Right Volume

2466762r4081

#2 MoorparkBase 23Added 0Total 23

B

08

Avenue300593893

(SR-23) at High Street222 727 37'7 11

005800222 721 891 11

Moorparkl2L 184 12000

21 184 12

City ofI1

07'7

2

02

r310

r3'7

1373II732546

825504

L329


Added O 298 0

Total 24 4'lI 0


BaseAddedTotal

3) at BroadI^ray Road lCounty of Ventura]0496643303s000 199 3 4 0 0 0 0

0695613103500

ICounty of Ventura]0 38 7 110 2'7

000300 38 '7 173 2'7

263'7

2'70

) [County of Ventura]0 759 18 r'7'780 153 0 3050 972 18 2083

( sR-200

0

0

00

0

0

0

00

0

000

0

00

1a

4

#5 Grimes Canyon Road South at Los Angeles Avenue (SR

BaSeAddedTotal-

o4100o41

1L2 5234

115 56

190145935

0

00

00

0

00

0

-23)000

- 1180

00

#6 A Street (SR-23) at Ventura Street (SR-126)Base 133 118 106 7B I82 54 35

Added 1'r. O 113 0 0 0 0

Totaf 27O 118 2I9 18 IB2 54 35

#7 Grirnes Canyon RoadBase O 206 6

Added 0 248 53Total- 0 454 59

#8 Watnut Canyon RoadBase 3I4 268 0

Added 0 593 0

rotal 374 861 0

#9 Moorpark Avenue (SR-23)Base 82 319 10Added 0 593 0

Total 82 9I2 10

lCity of Eillmorel49r 159 155 190

0 114 169 0

49r 2'13 324 '7 90

(SR-23) at Wayne's Way [County of Ventura]6588000000

23t6600003602s '754 0 0 0 0 36 0

at Casey Road [CitY of MoorPark]6032670261058000000

1183 26 1 0 267 0

at Poindexter Avenue ICity of Moorpark]1 352 202 228 11 136 5 43

os8oo00000'7 932 202 228 11 136 5 43

450

45

01,6

t6

806542

1348

1t10

77732652

130

13

1408TI132581

2346413

28t9

(SR000

000

Trafflx 7.6.0115 (c) 2003 Dowling Assoc. Licensed to URS CORP', SANTA ANA, cA


Wayne J. Sand and Gravel Mine Project Traffic StudyCEQA Existing Setting Pl-us Cumulative PIus Project

Morning Peak Hour




Westbound Total-Left Thru Right Volume

#10 Spring Road at Los Angeles AveBase l-93 313 83 362 410Added00000Total 193 313 83 362 410

(SR-l-18) tCity of Moorparkl54 728 993 2I0 ',72 9'700 0 Bl_0 0 0 811

54 128 1803 2rA 12 1181

2840

284


CEOA Existing Setting AM Sun Aug 30, 2015 13:03:57 Page 6-1

Wayne J, Sand and Gravel- Mine Project Traffic StudyCEQA Existing Setting Pl-us CumuÌative Plus Project

Morning Peak Hour

Intersection

#L#2#3+4#s+6+1#8+9#10








ülalnut Canyon Road (SR-23) at


Sprinq Road at Los Angefes Ave


BaSeDeI/ v/

LOS Veh cA xxxxx 0.532

A xxxxx 0.544

B 0.0 0.685

A 9.0 0.000

C xxxxx 0.706

B xxxxx 0.631

A 7.6 0.000

E xxxxx 0.903

A xxxxx 0.564

C xxxxx 0.779

FutureDeI/ v/

LOS Veh C

F xxxxx 3.903

E xxxxx 0.914

D 0.0 0.940

A 9.0 0.000

D xxxxx 0.806

D xxxxx 0.820

D 25.7 0.000

F xxxxx 1.289

E xxxxx 0.926

F xxxxx 1.032

Changein

+ 3.317 v/c

+ 0.37r v/c

+ 0.000 D/v

+ 0.013 D/V

+ 0.100 V/C

+ 0.189 V/C

+18 .056 D/V

+ 0.387 v/C

+ 0.363 v,/C

+ o.253 V/C



Wayne J. Sand and Gravel Mine Project Traffic StudyCEQA Existing Setting Plus Cumulative Plus Project

Morning Peak Hour

LeveÌ Of Service Computation ReportICU 1(Loss as Cycle Length ?) Method (Future Vofume Alternative)

Intersection #1 Moorpark Avenue (SR-23) at Los AngelesAvenue (SR-118) [City of M

Cycle (sec) : 100 Criticaf Vo1. /Cap. (X) : 3.903Loss Time (sec) : 10 (Y+R : 4 sec) Average Del-ay (sec/veh) : xxxxxxoptimal Cycle: 100 Level Of Service: F********************************************************************************Approach: North Bound South Bound East Bound V{est BoundMovement: L - T - R L - T - R L - T - R L - T - R

-t--------- |--------- l l--------- l l---------------lControf: Split Phase Split Phase Protected ProtectedRights: Ovl Ovl Include OvlMin.Green: 0 0 0 0 0 0 0 0 0 0 0 0

Lanes: 1 1 0 0 I I 0 1! 0 1 I 0 2 1 0 1 0 2 O 1

-t--------- |--------- |--------- |---------------lVoÌume ModuleBase Vol:Growth Adj:Initiaf Bse:Added Vof:PasserByvof:Initiaf Fut:User Adj:PHF Adj:PHF Volume:Reduct Vol:Reduced Vof:PCE Adj: 1

MLF Adj: 1

Final Vol. :

-t---------------lSaturation Flow Modul-e:Sat/Lane: 1600 1600 1600Adjustment: 0.94 1.00 0.94Lanes: 1.00 1.00 1.00Final- Sat.: 1500 1600 1500

-t---------------l

r52 54 921 .00 1. 00 1 .00r52 54 9258000

1600 1600 16000.94 1.00 0.941 .99 0.01 1 .002985 L6 1500t---------------l

l---------------l

3B003B

0

0

3800003B

038000038

1

660066

0

0

1331 .00

r3300

66 13300 1.0000 1 .0066 13300

66 133

921 .001 .00

920

921 .001 .00

92

103 780 191.00 1.00 1.00103 780 19

02300000

103 1010 191.00 1.00 1.001.00 1.00 1.00103 1010 19

000103 1010 19

1 .00 1 .00 1 .001 .00 1 .00 1.00103 1010 19

l---------------l

T72 801 1161.00 1.00 1.007L2 801 116

o 2I8 593000

rr2 7019 1091.00 1.00 1.001 .00 1 .00 1.00Ll-2 7019 109

000II2 IOI9 1O9

1 .00 1.00 1.001 .00 1.00 1.007r2 7019 109

t---------------l

1

1

1

1

1

1

0

1321.001.00

1320

1 .001 .00

54000054

054000054

1 .00 1 .001 .00 1 .00

66 133

1

1

1600 16000.94 1.001ñn.)OA1500 4711

T60.0.

00940683

1600 1600 16000.94 1.00 0.941.00 2.00 1.001500 3200 1500

l---------------lCapacity AnafyVof/Sat: 0

Crit Moves:

sis Module:.03 0.04 0.09 0.25 3.38 0.06 0.01 0.2r 0.23 0.O1 0.32 0.41**** **** ****


CEQA Existing Setting AM Sun Aug 30t 2015 13:03:57 Page B-1


Morning Peak Hour

Level Of Service Computation ReportICU 1(Loss as Cyc]e Length ?) Method (Future Volume Alternative)

********************************************************************************Intersection #2 Moorpark Avenue (SR-23) at High Street ICity of Moorpark]********************************************************************************Cycle (sec) : 100 Critical Vo1 .,/Cap. (X) : 0.914Loss Time (sec) : 10 (Y+R = 4 sec) Average Delay (sec/veh) : xxxxxxOptimal Cycle: 100 Level Of Service: E********************************************************************************Approach: North Bound South Bound East Bound West BoundMovement: L _ T - R L _ T - R L _ T - R L - T - R

-r--------- t--------- l l--------- l l---------------lControl: Permitted Permj-tted Split Phase Split PhaseRights: Incl-ude Incl-ude Include IncfudeMin.Green: 0 0 0 0 0 0 0 0 0 0 0 0

Lanes: 0 1 0 0 1 1 0 0 1 0 0 0 1! 0 0 0 1 0 0 1

-t---------------lVolume Module:Base Vof: 23 300 222crowth Adj : 1.00 1.00 1 .00Initial- Bse: 23 300 222Added VoI: 0 593 0PasserByvof: 0 0 0Initiaf Fut: 23 893 222User Adj : 1.00 1 .00 1 .00PHF Adj : 1.00 1.00 1 .00PHF Vofume: 23 893 222Reduct Vof: 0 0 0Reduced Vol: 23 893 222PCE Adj : 1.00 1 .00 1 .00MLF Adj : 1.00 1 .00 1 .00Finaf Vo1. : 23 893 222

t--------------- | t---------------l l--------------- |

t---------------l

72't 3r1 111 .00 1.00 1 .0072't 3r1 11

0s800000

r21 891 111 .00 1.00 1.001.00 1.00 1.00r21 891 11

000721 891 11

1.00 1.00 1.001 .00 1 .00 1 .00r21 891 11

t---------------

2r7271.00 1.00 1.00

2 L'7 270000002712I

1.00 1.00 1.001.00 1.00 1.00

2712r0002I12I

1 .00 1 .00 1.001 .00 1 .00 1.00

2112rt---------------l

784 12 r311.00 1.00 1.00184 t2 r31

000000

18 4 72 r3'71 .00 1.00 1.001 .00 1.00 1.00184 72 737

000784 12 737

1 .00 1.00 1.001 .00 1.00 1.00184 72 731

t---------------lSaturation Flow Modulesat/Lane: 1600 1600Adjustment: 0.94 1.00Lanes: 0.03 0.97Finaf Sat.: 38 1560

1600 1600 1600 1600 1600 1600 1600 1600 16000 .94 1.00 0 .94 0.94 1.00 0. 94 0. 94 1.00 0. 941 .00 0. 99 0.01 0.05 0.42 0.53 0. 94 0.06 1 .001500 1581 18 75 680 788 1408 98 1500

| --------------- | l--------------- | I --------------- |

Capacity Analysis Module:VoI/Sat: 0.01 0.57 0.15 0.08 0.57 0. 61 0.03 0.03 0.03 0.13 0. 12 0.09crit Moves: **** **** **** ********+***************************************************************************

1 6000.941 .001 500

l---------------l



üIayne ,f . Sand and Gravel Mine ProjectCEQA Existing Setting Pl-us Cumulative

Morning Peak Hour

Traffic StudyPlus Project

Level Of Service Computation Report20OOHCMUnsigna.IizedMethod(FutureVolumeAfternative)

********************************************************************************Intersection #3 Grimes Canyon Road (SR-23) at Broadway Road lCounty of Ventura]********************************************************************************Cycfe (sec): 1 Criticat Vol'/Cap' (X): 0'940LoSsTime(sec):O(Y+R:4sec)AverageDelay(sec/veh):22'6Optimal Cycle: O Level Of Servicel D

********************************************************************************Approach: North Bound South Bound Eas Bound filest Bound


-l---------ll---------ll------ll---------------lcontrol: Yield sign Stop sign stop sign stop signRights: Include Include Include IncfudelaÃes: 1 O 1 O 0 0 0 0 1 0 O 0 1! 0 0 0 0 0 0 0

-l---------ll---------ll---------ll---------------lVolume Modul-e:Base Vol- : 24crot¡rth Adj : 1.00Initial Bse: 24Added Vol: 0

PasserByvof: 0

-Ln.rt'.rar lut: z¿t

User Adj : 1.00PHF Adj : 1.00PHF Volume: 24Reduct Vol: 0

Finat VoI.: 24

7731 .00

713298

0

4171 .001.00

4110

41r

331 .00

334

0

JI

1 .001.00

310

31

350035

0

035000035

035

0

1.00 1

0

000

1.00 1

1.00 1

00

0

-t---------------lSaturation Elow Modufe:Sat/Lane: 0 0 0

Adjustment: 1.00 1.00 1.00Lanes: 1 .00 1.00 0.00Final sat. : 542 542 0

0 496 641 .00 1.00 1 .00

o 496 64019930000 695 61

1 .00 1.00 1.001.00 1.00 1 .00

0 695 6'l0000 695 6'7

t---------------l000

1 .00 1 .00 1 .000.00 0. 91 0.09

o 140 1r

t---------------000

1 .00 1.00 1.000.51 0.00 0.49136 0 r28

| --------------- l

1

000

01 .00

00

00

0

000

0

0

0

1

0000

0

0

000

000

0000

000

1

1

1

0000

0000

000

1

1

1.00 1

1.00 1

0

00

00

| --------------- I I --------------- | | ---------------

0001 .00 1 .00 1 .000.00 0.00 0.00

000t --------------- l

0.00 0.00 0.00****

1

0

00 1.0000 0.00.0 0.000 1.00

1.000 .000.0

1 .00:1

0.0 0.0 0.0000******************

Traffix ?.6.0115 (c) 2OO3 DowÌing Assoc. Licensed to URS coRP.' SANTA ANA, CA

CEOA Existing Setting AM Sun Aug 30, 2075 13:03:57 Page 10-1

wayne ,f. Sand and Gravel Mine ProjectCEQA Existing Setting Ptus Cumulative

Morning Peak Hour

Traffic StudyPÌus Project

Level- Of Service Computation Report2O00HcMUnsignalizedMethod(FutureVolumeAlternative)

********************************************************************************Intersection #4 Grimes canyon Road south at Broadway Road Icounty of Ventura]********************************************************************************Average Delay (sec/veh): 6.0 Worst Case Level of service: A[ 9.0]********************************************************************************Approach: North Bound south Bound East Bound viest Bound


-l---------ll---------ll---------ll---------------lcontrol-: stop sign stop sign uncontroll-ed uncontrol-fedRights:IncludeInc]-udelncludelncludel,anes: 0 O 1l O O 0 O O O 0 0 0 0 1 0 0 1 0 0 0

-l---------ll---------ll---------ll---------------lVofume Module:Base VoI: B 0

Growth Adj : 1.00 1 .00fnitial- Bse: I 0

Added Vol: 0 0

PasserByvol: 0 0

Initiaf Eut: 8 0

User Adj : 1.00 1 .00PHF Adj : 1.00 1 .00PHF Volume: B 0

Reduct Vof: 0 0

Finaf Vof.: B 0

Critical- Gap Module:Crit j-cal Gp: 6.4 xxxxFoll-olrupTim: 3.5 xxxx

aa

1 .00aa

4

0

1 .001 .00

't'7

0'77

6.22?

01.00

000

01 .001.00

00

0

1

1.00 1.001.00 1.00

000000

1 .001 .00

00

0

20

1.00 1

380

0

381.00 1

1.00 1

JÕ

0

3B

110 2'7

.00 1.00110 21

3000

113 21.00 1.00.00 1.00113 21

00113 2'l

01 .00

0

00

0

1.001. 00

0

00

0

1.0000

00

0

1 .0000

00

000

0

00

0

'7

00 1't

00

1

00 1

00 1'7

0'7

xxxxx xxxx xxxxx xxxxx xxxx xxxxxxxxxx xxxx xxxxx xxxxx xxxx xxxxx

4.I2.2


-ì---------ll---------ll---------Capacity Module:Cnffict Vof: 295 xxxx 42 xxxx xxxx xxxxx xxxx xxxx xxxxxPotent Cap.: 701 xxxx 1035 xxxx xxxx xxxxx xxxx xxxx xxxxxMoveCap.:660xxxx1035xxxxxxxxxxxxxxxxxxxxxxxxxxVofume/Cap: 0.01 xxxx 0.07 xxxx xxxx xxxx xxxx xxxx xxxx

-l---------ll---------ll---------Level Of Service Modul-e:Queue: / xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxxStopped Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxxLOS bY Move: * * * * * * * * *

Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT

Shared Cap.: xxxx 982 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxxSharedQueue:xxxxx 0.3 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxxShrd StpDel:xxxxx 9.0 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxxShared LOS: * A * * * * * * *

ApproachDel: 9.0 xxxxxx xxxxxxAþproachlos: A * *

| --------------- l

45 xxxx xxxxxl-576 xxxx xxxxx1576 xxxx xxxxx0.07 xxxx xxxx

| --------------- l

0.2 xxxx7 .5 xxxxA*

LT - LTRxxxx xxxx0.2 xxxx7 .5 xxxxA*xxxxxx

xxxxxxxxxx

-RTxxxxxxxxxxxxxxx

Traffix 7.6.0115 (c) 2OO3 Dowling Assoc. Licensed to URS coRP., SANTA ANA, CA


Wayne J. Sand and Gravel Mine Project Traffic StudyCEQA Existj-ng Setting Plus Cumulative Pl-us Project

Morning Peak Hour

Level- Of Service Computation ReportICU 1(Loss as Cycle Length 8) Method (Future vol]-rme Alternative)

********************************************************************************Intersection #5 Grimes Canyon Road South at Los Angeles Avenue (SR-118) [County********************************************************************************Cycle (sec): 1OO Critical Vol'/Cap' (X): 0'806lãss tj_me (sec) : 10 (y+R = 4 sec) Average Defay (sec/veh) : xxxxxxOptimal Cycle: 68 Levef Of Service; D

***************************************************************************+****Approach:NorthBoundSouthBoundEastBoundwestBoundMovemeNt: L - T - R L - T - R L _ T _ R L - T _ R

-l---------ll---------ll---------ll---------------lcontrol: Split Phase split Phase Plotected ProtectedRights: Include Incl-ude Incfude Incfudel¿in. creen: O O O O 0 O 0 0 0 0 0 0

Lanes: O 0 0 O O O O 11 0 O 1 0 1 0 0 0 0 1 0 1

-l--------- I l--------- I l--------- I l----------'---- |

VoÌume Modul-e:Base Vol-:Growth Adj:Initial- Bse:Added Vol:PasserByvol:Initiaf Fut:User Adj:PHF AdJ:PHF Volume:Reduct Vol-:Reduced Vol:PCE AdJ:MLF AdJ:Final Vol-. :

001.00 1.00

00000000

1.00 1.001.00 1 .00

411.00 1

4100

000000

1.00 1 .00 1

1.00 1.00 1

00

1.00 1

1.00 1

410

411.00 1

1.00 1

41

r721 .00

IT23

011EaaJ

1.001 .00

1150

115

521.00

ta

4

056

1 .001.00

560

1B1 .00

1B00

181.001.00

180

1

1L

1

41

0

000000

0000

000

0000

0

0.00

000

0.00.00

000

.00

.000

1901.00190145

0

9351 .001 .00

9350

9351.001. 00

935

1.

1.1.

1.1.

0

0000

0

00000

00

0

0000

0

0 75900 1.000 7590 15300o 972

00 1.0000 1 .00o 9r200o 972

00 1.0000 1.000 9r2

1600 1600 16001 .00 1.00 1 .000.00 1.00 1 .00

0 1600 1600---------------l

0.00 0.57 0.01****

****************

18561.00 1 .001.00 1.00115 56

1 .001.00

18

1

L

Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600Adjustment: 1.O0 1.00 1.OO 1.00 1.00 1.00 1'00 1'00l,anes: O.O0 O.0O 0.OO 0.29 0.00 0.71 1'00 1'00Fi-na1 Sat.: O O O 464 0 1136 1600 1600

-l---------ll---------ll---------Capacity Analysis Module:vo1/sat: 0. oo o. oo 0.00 0.10 0.00 0.10 0.04 0. 58

Crit Moves' **** ************************************************************

761.0.

000000

0

------ |0. 00

Traffix ?.6.0115 (c) 2003 Dowling Assoc. Licensed to URS CORP'' SANTA ANA, CA

CEQA Existing Setting ÀM Sun Aug 30f 2015 13:03:58 Page 12-1


Morning Peak Hour

Level Of Service Computation ReportICU 1(Loss as CycÌe Length %) Method (Future volume Alternative)

********************************************************************************Intersectlon #6 A Street (SR-23) at Ventura Street (SR-126) [City of Fillmore]********************************************************************************Cycle (sec) : 1OO Critical- vol'/Cap' (x) : 0'820lãss Time (sec) : 10 (y+R : 4 sec) Average Delay (sec/veh) : xxxxxxOptimal- Cycle: 'lI Level Of Service; D

********************************************************************************Approach:Movement:

Control:Rights:Min. GreenLanes:

Vofume Module:Base Vol:Growth Adj: L

Initial Bse:Added Vof:PasserByvol:Initial- Fut:user Adl: -L

PHF Adj: 1

PHF Volume:Reduct Vol:Reduced Vol-:PCE AdJ:MLF AdJ:Final Vof

North Bound South BoundL_T-RL-T_R

| --------------- | I --------------- |

Protected ProtectedTnclude Include

0000001001010010

I --------------- | I --------------- I

East Bound West BoundL-T-RL-T-R

| --------------- | I --------------- |

Protected ProtectedInclude Include

0000001011010110

| --------------- | I --------------- |

133.00133

110

2ro.00.00270

0

1061 .00

106113

0

2l_91 .001 .00

2190

2r91 .001 .002r9

1.00 1.00 1

1.00 1.00 1

78 r8200

78 r821 .00 1.00 1

1.00 1.00 1

78 r82

351.00

3500

2tr

1.001 .00

350

1.00 1

1.00 1

3240

3241.00 1

1.00 1

324

451 .00

450

045

1.001 .00

450

45

324

35

540054

00

54000054

0

54000054

18218

210

1181.00

11800

1181 .001.00

1180

1181 .001 .00

118

18 I821.00 1.00 1

18 1820000

1551.00 1

155769

0

49L1.00

4970

0

49r1.001.00

4910

49r1.001.00

491

1591 .00

159LI4

0

2131.001.00

2'130

2131.001.00

2't3

190.00190

00

190.00.00190

0'7 90.00.00190

1.001 .00

21-O

1 .001.00

35

1.001 .00

45

Saturation Flow Module:sat/Lane: 16OO 1600 1600 1600 16OO 16OO 16OO 1600 1600 1600 1600 1600

Adjustment: 1.00 1.oo 1.oo 1.OO 1.OO 1.00 1.OO 1.00 1-00 1.00 1.00 1'00l,anes: 1. O0 O .35 O. 65 1. oo 0.77 O .23 I .OO I.29 0.71 1 .00 1. 89 0 ' 11

Finaf sat.: 1600 560 1040 1600 1234 366 1600 2057 1-143 1600 3028 1-'t2

-l---------ll---------ll---------ll---------------lCapacity AnaÌYsis Module :

voi/s.tr 0.13 0.21 O.27 0.05 0.15 0.15 O.O2 0.24 0.24 0.2O 0.26 0.26

crit Moves. **** **** **** ************************************************************************************

Traffix 7.6.0115 (c) 2003 Dowling Assoc. Licensed to URS coRP.f SANTA ANA, CA

CEQA Existj-ng Setting AM Sun Aug 30, 2015 13:03:58 Page 13-1

v{ayne J. SandCEQA Existing

and GraveI Mine Project Traffic StudySetting Plus Cumufative Plus Project

Morning Peak Hour

Volume Module:Base VoI: 0 206Growth Adj : 1.00 1 .00Initial Bse: O 206Added Vof: O 248PasserByvol: 0 0

Initial Fut: 0 454User Adj : 1.00 1.00PHF Adj : 1.00 1 .00PHF Vofume: 0 454Reduct Vol-: 0 0

Final- Vol-.: 0 454

2************Intersection************Average Del-a************Approach:

T:::i:l:-___Control:Rights:Lanes:

Queue: xxxxx xxxxStopped Del:xxxxx xxxxLOS by Move: * *Movement: LT - LTRShared Cap.: xxxx xxxxSharedQueue:xxxxx xxxxShrd StpDef:xxxxx xxxxShared LOS: * *

ApproachDel: xxxxxxApproachlOs: *

01.00 1

0

360

00 1.00 1

00 1.00 1

36 000

36 0

Level- Of Service Computation ReportOO0 HCM Unsignal-ized Method (Future Volume Al-ternative)********************************************************************#7 Grirnes Canyon Road (SR-23) at Wayne's Way [County of Ventura]

********************************************************************y (sec/veh) : L.2 Worst case Level of Service: Dl 25'11********************************************************************

North Bound South Bound East Bound West Bound

L-T-RL-T-RL-T-RL-T-Rt---------------ll---------------ll---------------ll---------------l

Uncontrolled Uncontrol-Ied Stop Sign Stop SignIncfude Incfude Incl-ude Include

0 0 o 1 o o 1 0 o 0 o 0 0 0 0 0 0 1! 0 0

t---------------ll---------------ll---------------ll---------------l

6

1 .006

530

591 .001 .00

qo

0

59

6

1 .006

t?0

291.001 .00

290

29

5BB1.00

5881.66

0'7 54

1.001.00

1540

'7 54

01 .00

000

01 .001 .00

000

001 .00 1.00

00000000

1.00 1.001.00 1.00

000000

0.00

0

T60

L6.00.00I6

016

01.00

000

0

00000

36

1

0

0000

0

01

1

00 I1

Critical Gap Module:critical Gp:xxxxx xxxx xxxxx 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.4 XXxx 6-2

FollowUpTim:xxxxx xxxx xxxxx 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx 3'3-l---------ll---------ll---------ll---------------l

Capacity Module:Cnflict Vol: xxxx xxxx xxxxx 513 xxxx xxxxx xxxx XXxx xxxxx 1296 xxxx 484

Potent Cap.: xxxx xxxx xxxxxMove Cap.: xxxx xxxx xxxxxVol-ume/Cap: xxxx xxxx xxxx

-l---------------llLeveI Of Service Modufe:

1063 xxxx xxxxx1063 xxxx xxxxx0.03 xxxx xxxx

xxxx xxxx xxxxx 181 xxxx 587xxxx xxxx xxxxx 177 xxxx 587xxxx xxxx xxxx 0.20 xxxx 0.03

r t--------- I l---------------lxxxxxxxxxx

-RTxxxxxxxxxxxxxxx

0.1 xxxx8.5 xxxxA*

LT _ LTRXXXX XXXX0.1 xxxx8.5 xxxxA*xxxxxx

xxxxxxxxxx

- Kaxxxxxxxxxxxxxxx


LT - LTRxxxx xxxx


xxxxxx*

YYYYY

VV?YY

-RTxxxxxXXXXXxxxxx


LT - LTRxxxx 225

xxxxx 0.9xxxxx 25.7

*DaÊ azJ. I

D

xxxxxxxxxx

-RTxxxxxxxxxxxxxxx

Traffix 7.6.0115 (c) 2OO3 Dowting Assoc. Licensed to URS CORP" SANTA ANA, cA


Wayne J. Sand and Gravel Mine ProjectCEQA Existing Setting PIus Cumulative

Morning Peak Hour


Level- Of Service Computation ReportICU 1(Loss as Cycle Length 8) Method (Euture volume Alternative)

********************************************************************************Intersection #B wafnut canyon Road (sR-23) at Casey Road [city of Moorpark]********************************************************************************Cycle (sec) : 100 Critical Vol- ' ,/Cap ' (X) : I '289Lóss Time (sec) : 10 (y+R : 4 sec) Average Delay (sec/veh) : xxxxxxOptimal Cycle: 1OO Level Of Service¡ F


North BoundL-T-R

t---------------lProt+Permit

Incfude000

10100t---------------l

Controf:Rights:Min. GreenLanes:

Vol-ume Module:Base Vol : 31'4Growth Adj : 1.00lnitiaf Bse: 3I4Added Vol: 0

PasserByvol: 0

Initial Fut: 374User Adj : 1.00PHF Adj : 1.00PHF Volume: 3L4Reduct VoI: 0

Reduced Vof: 3I4PCE Adj : 1.00MLF Adj : 1.00Final VoI. : 3I4

Saturation FIow ModuleSat/Lane: 1600 1600Adjustment: 0.94 1.00Lanes: 1.00 1.00Einaf Sat.: 1500 1600

-l---------ll---------Capacity Analysis Modufe :

Vof/Sat: O.27 0.54 0.00 0.00 0.76Crit Moves' *******************************************

South Bound East BoundL-T-RL-T-R

| --------------- I I --------------- |

Permitted ProtectedInclude Incfude

0000000001010001

| --------------- | I --------------- |

V{est BoundL-T-R


Include000

00000l---------------l

2681.00

268593

0861

1 .001.00

8610

8611 .001.00

861

1 .001 .00

00

0

1 .001 .00

0

0 60300 1.000 6030 580000 1183

00 1.0000 1.000 1183000 1183

00 1.0000 1.000 1183

261 .00

2600

261 .001.00

260

261 .001.00

zô

01 .00

0000

1.001 .00

0

1.00 1

0

000

1.00 1

1.00 1

01 .00

000

0

1

1

001

00't

0000

't

01

0000

'7

1

1

1

11

1

1

zbr1 .0026r

00

26r1.001 .0026r

026r

1. 001 .0026r

000

000

0

0000

0

00

0000

0

0

1.000

0

00

1.001.00

0

00

0000

0

009400

0

1

10

00

1 .001 .00

0

000

1.001.00

0

1

I1

1

1600 1

0.94 0

0.00 00

1600 16000.94 1.001.00 0.001500 0

1 6000.941 .001 500

1 6000.940.00

0

I60.n

600 1600.94 1.00.00 0. 98

0 1566

1 600o.94o.02

32

761.0.

000000

0

ll--------- ll---------------lo.81 0. oo 0.00 0.L] 0.00 0.00 0.00**** ****

*****************************************



Wayne ,J. Sand and GraveÌ Mine ProjectCEQA Existíng Setting PIus Cumr'lÌative

Morning Peak Hour

Level- Of Service Computation ReportIcUl(LosSasCycleLengtht)Method(FutureVofumeA]-ternative)

********************************************************************************Intersection #9 Moorpark Avenue (SR-23) at Poindexter Avenue lCity of Moorpark]* * * * * * * * * * * * * * * * * x * *l * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *

Cycle (sec) : 100 Critical Vol ' /Cap' (x) : 0 '926LosSTime(sec):10(Y+R:4sec)AverageDelay(sec/veh):xxXxXXOptimat Cycle: 1OO Level Of Service: E

********************************************************************************Approachr North Bound South Bound Eas- Bound !Ùest Bound

MoveMENt: L - T _ R L - T - R L - T - R L _ T - R

-l---------ll---------ll------ll---------------lControl: Protected Protected Split Phase Split Phase

Rights; Incfude Include I clude IncludeMin.Green: O 0 O O 0 0 O O 0 0 0 0

Lanes: 1 O 0 1 O 1 0 1 O 1 0 1 O 1 0 1 0 0 1 0

-l---------ll---------ll---------ll---------------l

Traffic StudyPIus Project

Volume Module:Base Vol I 82Growth Adj : 1.00Initial Bse: 82Added VoI: 0

PasserByvol: 0

lnitial Fut: 82User Adj: 1.00PHF Adj : 1.00PHI' Volume z 82Reduct Vol: 0

Reduced Vol-: B2

PcE Adj : 1.00MLF Adj : 1.00Flnal- Vol.: 82

3191 .00

319593

0

9121.001 .00

9120

9121 .001.00

91,2

2021.00

2020

0202

1 .001 .00

2020

2021 .001 .00

202

2281 .00

22800

2281 .001 .00

zzó0

2281 .001 .00

228

111.00

1100

111 .001.00

110

111.001 .00

11

1361.00

13600

1361.001 .00

1360

1361 .001.00

136

5

005

0

05

0000

q

0

0000

q

431.00

4300

431 .001.00

430

431.001 .00

43

131.00

,LJ

0

0

t_3

1.001 .00

130

131.001.00

13

l_0

1.00 1

100

010

1.00 1

1.00 1

100

101.00 1

1.00 1

10

't 35200 1.00't 3520 580001 932

00 1.0000 1.001 932001 932

00 1.0000 1.001 932

1

1

1

1

1

Saturation Flow Module:Sat/Lane: 1600 1600 1600Adjustment: 0.94 1.00 0.94Lanes: 1.00 0.99 0.01Final Sat.: 1500 1583 76

-t---------Capacity AnalYsis Module :

Vof/Sat: 0.05 0.58 0. 61

Crit Moves' ********************************

1600 16000.94 1.001 .00 0.777500 1229

|--------- ll--------- ll---------------l

0. oo o. sB 0.13 0.15 o. 03 0.13 0 .00 0.03 0.04**** **** ++**

****************************************************

1600 16000.94 1.001 .00 1.001s00 1600

0.941 .001500

1600 16000.94 1.00r .00 0.2'l1500 439

1 6000.940.731088

1 600o .94U. ZJ

348

1 600

Traffix ?.6.0115 (c) 2OO3 Dowling Assoc. Licensed to URS coRP., SANTA ANA, CA

CEQA Existing Setting AM Sun Auq 30, 2015 13:03:58 Page 16-1

Wayne J. Sand and Gravel Mine Project Traffic StudyCEQA Existing Setting Pfus Cumul-ative Pfus Project

Morning Peak Hour

Level Of Service Computation ReportICU 1 (Loss as Cycle Lenqth %) Method (Future vofume Alternative)

********************************************************************************Intersection #10 Spring Road at Los Angeles Ave (SR-118) tcity of Moorparkl********************************************************+***********************Cycle (sec): 100 Criticaf Vol'/Cap' (X): I'O32Loss Time (sec) : 10 (Y+R = 4 sec) Average DeJ-ay (sec/veh) : xxxxxxOptimat Cycle: 100 Level- Of Service; E


MoveMCNt: L _ T _ R L - T - R L - T - R L - T - R

-l---------ll---------ll---------ll---------------lControl: Protected Protected Protected ProtectedRights: Incfude Ovl- Include Ovl-

Min.creen: O O O 0 0 O 0 0 0 0 0 0

Lanes: 2 O 1 1 O 2 0 1 0 1 2 O 2 0 1 1 O 2 0 1

-l---------ll---------ll---------ll---------------lVolume Module:Base Vof: 193Growth Adj : 1.00Initial Bse: 193Added Vol: 0PasserByvol: 0Initial Fut: 193User Adj: 1.00PHE Adj : 1.00PHF Vofume: 193Reduct VoÌ: 0Reduced Vol: 193PCE Adj : 1.00MLF Adj : 1.00Final Vol.: 193

3131.00

31300

3131.001 .00

3130

3131 .001.00

313

B31.00

B30

0

B31 .001 .00

B30

B31 .001.00

B3

4101 .00

4L000

4101.001.00

4100

4101 .001.00

410

540054

0

054000054

0

54000054

r281.00

r2800

I2B1 .001.00

L2B0

I2B1.001.00

I2B

9931.00

993810

018031.001.001803

0

18 031.001.0018 03

2101.002ro

00

2r01 .001.002r0

0

2r01.001.002r0

12.0012

0

0

12.00.0012

0

12.00.0012

9101.00

9'l o811

0

1? 811.001 .0017 81

017 811.001.00I18I

2841.00

28400

2841.001.00

2840

2841 .001.00

284

3621 .00

36200

3621 .001 .00

3620

5ÕZ

1 .001.00

362

1

1

1

1

1

1

1

1

1

1

t---------------ll---------------ll---------------ll---------------lSaturation Flow Module:sar/Lane: 160O 16OO 16OO 1600 1600 1600 1600 1600 1600 1600 1600 1600

Adjustment: 0.94 1 . OO 0.94 0.94 1.00 o. 94 0. 94 1.00 . 0. 94 0.94 1 .00 O -94

l,anes: 2.00 1.58 0.42 2.OO l.oo 1.oo 2.oo 2.00 1.00 1.00 2.00 1.00Finat sat.: 3OOO 2529 629 3OOO 1600 1500 3000 3200 1500 1500 3200 1s00

-l---------ll---------ll---------ll---------------lCapacity Anafysis Modufe:vor/sat: 0. 06 0.12 0.13 0 .12 0.26 0. 04 0.04 0. 56 0. 14 0.05 0.56 0 - 19

Crit Moves' **** **** **** ************************************************************************************

Traffix ?.6.0115 (c) 2OO3 Dowling Assoc. Licensed to URS CORP', SANTA ANA' CA


tr{ayne J. Sand and Gravel Mine Proiect Traffic StudyCEQA Existing Setting Plus Cumulatj-ve Plus Project

Evening Peak Hour

Scenario

Conìnand:Vol-ume:Geometry:Impact Fee:Trip Generation:Trip Distribution:Paths:Routes:Configuration:


PM

PM

ExistingDefault Impact EeePM

PM

Default PathsDefault RoutesPM Existinq

Traffix 7.6.0115 (c) 2OO3 Dowling Assoc. Licensed to URS CORP., SANTA ANA, CA

CEQA Existing Setting PM Sun Aug 30, 2015 13:04:39 Page 2-L

VìIayne .f. Sand and Gravel Mine Project Traffic StudyCEQA Existj-ng Setting Plus Cumulative Plus Project

Evening Peak Hour

Zone# Subzone

Trip Generatlon Report

Forecast for PM

Rate RateArnount Units In Out

Trips Trips Total % OfTrips TotafIn Out

1 Wayne J. San 1.00 Miningzone 1 Subtotal

2 Grimes Rock 1.00 MiningZone 2 Subtotaf

3 !Íayne J Sand 1.00 MiningZone 3 Subtotaf

4 Grimes Rock 1.00Zone 4 Subtotal-

5 CEMEX Existi 1.00 Miningzone 5 Subtotaf

6 Cumufative P 1.00 Mixed UseZone 6 Subtotaf

7 Cumufative P 1.00 Mixed Usezoê 7 Subtotal

B Rancho San C 1.00 MiningZone 8 Subtotal

24.OO 24.00 24 2424

484824

24.OO 24.OO

1s.00 19.00

392.00 269.00

888.00 983.00

81.00 81 .00 81

I2T2

4B48

1515

191-9

3434

1515

19l_9

B181

L62t62

6.00 6.00 6666

ñA

o.4

I.1L.'1

24 2424t24

r.2r.z

5.65.6

L.'7I.'1

7.2r.2

3434

B1

392392

BB8BB8

269269

983983

23.023.O

66t66r

1871 65.21871 65.2

TOTAL 1445 1425 2870 100.0



Wayne ,J. Sand and Gravel Mine Project Traffic StudyCEQA Existing Setting Plus Cumulative Pl-us Project

Evenì-ng Peak Hour


Vofume Northbound Southbound EastboundType Left Thru Right Left Thru Right Left Thru Right

#1 Moorpark Avenue (SR-23) at Los AnqelesAvenue (SR-118)Base 41 64 131 20O 96 106 I29 923 25Added0003550002950Totaf 41 64 131 555 96 106 I29 7278 25

Westbound Total-Left Thru Right Vo]ume

[City of Moorpark]255 914 91 29Br

0 266 41 4 13902s5 1180 571 431r

#2 Moorpark Avenue (SR-23) at High Street [City of Moorpark]Base 33 225 337 60 22O

Added 0 414 0 0 355Total- 33 699 331 60 575


Base 35 509 0

Added 0 82 0Total 35 591 0

¿U

020

470

47

810

81

1

01

B

0I

262 1400

262 74

1308829

2r37

2642

266

2BI6158

29'7 4

110185955

13 68829

2791

1684829

2s73

R-a 23) at Broadhray Road lcounty of Ventura]0213358103300 86 1 1 0 0 0

029936820330

52 7'7 55 300010

52 7'7 56 30

0

00

0

0

0

0

00

000

0

00

000

7

0'7

680

6B

000

906170

L01 6

#4 Grimes Canyon Road South at Broadv¡ay Road lCounty of Ventura]BaseAddedTotaf

#6 A StreetBase 273Added 33Total 246

1031

104

#5 Grimes Canyon Road South at Los Angel-es Avenue (

Base0003006191900Added0000011178rotal 0 0 0 30 0 62 92IO1B

SR - 118000

) lCounty of Ventura]0 152 32 18660 1,91 0 31'70 949 32 2243

(SR-23) at Ventura Street (SR-126)262 r41- r25 726 40 '73

0 48 0 0 0 0

262 189 r25 126 40 13

ICity of Filfmore]891 95 tIl 665

0 31 46 0891 726 163 665


Base 0 554 1

Added 0 68 15Total 0 622 76

#B Walnut Canyon Road (

Base 146 653 0

Added 0 414 0

Total 146 II21 0

#9 Moorpark AvenueBase 59 31LAdded 0 414Total- 59 845

at Wayne's Way lcounty of Ventura]201000030100000180

2'7'70000210

at Casey Road [City of Moorpark]342910020803550000069191002080

(SR-23) at Poindexter Avenue ICity of Moorpark]24 11 44r 25r 309 24 126 18 310035s000000

24 11 196 25r 309 24 126 18 31

000

000

3)2

6

B

3)0

0

0

2

2

SR

SR

J

B

11

190

79

Traffix 7.6.0115 (c) 2003 Dowling Assoc. Licensed to URS coRP., SANTA ANA/ CA


Wayne J. Sand and Gravel Mine Project Traffic StudyCEQA Existing Setting Pl-us Cumulative Pfus Project

Evening Peak Hour

VolumeType

NorthboundLeft Thru Right


Eastbound !ùestbound TotalLeft Thru Right Left Thru Right Volume

#10 Spring Road at Los Angeles AveBase 241 322 64 404 365Added00000Totaf 247 322 64 404 365

SR-118) [City of Moorpark]60 111 988 341 144 10530 0 650 0 0 '740

60 111 1638 341 r44 7793

4220

422

452r13 905 911

Traffj-x 7.6.0115 (c) 2003 Dowling Assoc. Licensed to URS CORP., SANTA ANA/ CA

CEQA Existing Setting PM Sun Aug 30, 2015 13204l.42 Page 7-1

Wayne ,1. Sand and Gravel Mine Project Traffic StudyCEQA Existing Settinq Plus Cumulative Plus Project

Evening Peak Hour

Levef Of Service Computation Reportfcu 1(Loss as CycJ-e Length %) Method (Futule vofume Alternative)

********************************************************************************Intersection s1 Moorpark Avenue (sR-23) at Los AngelesAvenue (SR-118) [City of M

********************************************************************************Cycle (sec): 1OO Critical Vol./Cap' (X): 6'595lãss Time (sec): 10 (Y+R : 4 sec) Average Delay (sec/veh): xxxxxxOptimaÌ Cycle: 1OO Level Of Service: F

********************************************************************************Approach: North Bound south Bound East Bound !Ùest Bound

MovemêNt: L - T - R L - T ,- R L - T - R L _ T - R

-r---------ll---------ll---------ll---------------lcontrof: sptit Phase split Phase Protected ProtectedRiqhts: OvÌ Ovl- Include OvfMin.creen: O 0 O O O 0 0 0 0 0 0 0

Lanes: 1 1 O O 1 1 O 1! 0 1 1 0 2 1 0 1 0 2 O I-l---------ll---------ll---------ll---------------l

Volume Module:Base Vol-:Growth Adj: 1

Initial- Bse:Added Vol:PasserByvol-:Initiaf Fut:User Adj: 1

PHF Adj: 1

PHF VoIUMC:Reduct Vol:Reduced Vol:PCE Adj: 1

MLF Adj: 1

Final Vof. :

4I004L

00

4I00004I

0

4l00004I

641 .00

640

0

641 .001 .00

640

641 .001.00

64

1311.00

13100

1311.001 .00

1310

1311 .001 .00

131

200I .00

200355

0

5551 .001 .00

ttrtr

0555

1 .001.00

trtrE

961.00

960

096

1.001.00

960

961.001.00

96

1061.00

10600

1061.001 .00

1060

1061 .001.00

106

7291.00r29

00

7291 .001 .00

1290

1291 .001 .00

729

9231.00

923295

012r81.001.007218

0

12781.001 .0012I8

251.00

250

0z3

1 .001 .00

250

251.001.00

25

2551 .00

25500

2551 .001 .00

,cq0

2551 .001.00

255

9r41.00

914266

0118 01 .001.00t1B0

0118 01.001.00118 0

911.00

9141 4

0

51I1 .001 .00

5710

5711.001.00

571

t---------------ll---------------ll---------------ll---------------lSaturation Flo\^, Module:sar/Lane: 1600 16OO 1600 160O 1600 1600 1600 1600 1600 1600 1600 1600

Adjustment: 0.94 1.OO 0.94 0.94 1.OO 0.94 0.94 1.00 0.94 0.94 1.00 0.94Lanes: 1.OO 1.00 1.00 1.99 O.01 1.00 I.00 2.94 0.06 1.00 2.00 1.00Finat sat.: 1500 1600 15OO 2985 16 1500 1500 4703 91 1500 3200 1500

-l---------ll---------ll---------ll---------------lCapacity Anal-ysis Module :

vol,zsat: O. 03 0. 04 O. 09 0.19 6. OO 0.07 0 .O9 O.26 O .28 0.17 0.37 0.38crit Moves. **** **** **** ************************************************************************************


CEQA Existing Setting PM Sun Aug 30' 2015 13:04"42 Page 6-1

Wayne .1. Sand and Gravel- Mine Project Traffic StudyCEQA Existing Setting PIus Cumufative PIus Project

Evening Peak Hour

Intersection








Wafnut Canyon Road (SR-23) at



#1#2#3+4#5#6#1#B#9+10

Impact AnaJ-ysis ReportLevel Of Service

BaSeoel./ v/

LOS Veh C

B xxxxx 0.639

A xxxxx 0.595

B 0. o 1,.024

A 9.1 0.000

C xxxxx 0.719

D xxxxx 0.811

B 13.3 0.000

B xxxxx 0.647

B xxxxx 0.654

D xxxxx 0.815

FutureneL/ v/

LOS Veh C

F xxxxx 6.595

D xxxxx 0.828

B 0.0 1. 189

A 9.1 0.000

D xxxxx 0.831

D xxxxx 0.880

c 16.5 0.000

E xxxxx 0.943

E xxxxx 0.926

F xxxxx 1.018

Changean

+ 5.956 V/C

+ 0.233 v/C

+ 0.000 D/v

+ 0.005 D/v

+ 0.712 v/C

+ 0.068 v/c

+ 3.197 D/V

+ 0.296 v/c

+ 0.2'72 v/c

+ 0.203 v/C


CEQA Exj-sting Setting PM Sun Aug 30, 2015 13:04:42 Page B-1

Wayne ,J. Sand and Gravel- Mine Project Traffic StudyCEQA Existing Setting PIus Cumulative Pfus Project

Evening Peak Hour

Levef Of Service Computation ReportICU 1(Loss as Cycfe Length ?) Method (Future Vol-ume Alternative)

* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * * *Intersection #2 Moorpark Avenue (SR-23) at High Street ICity of Moorpark]********************************************************************************Cycle (sec) : 100 Criticaf Vol. /Cap. (X) : 0.828Loss Time (sec) : 10 (Y+R : 4 sec) Average Defay (sec/veh) : xxxxxxOptimal Cycle: 13 Level Of Service: D********************************************************************************Approach: North Bound South Bound East Bound West BoundMovement: L - T - R L - T - R L - T - R L - T - R

-t---------------lControf: PermittedRíghts: IncfudeMin.Green: 0 0 0Lanes: 0 1 0 0 I

Vofume Modul-e:Base Vof: 33Growth Adj: 1.00Initial Bse: 33Added Vol-: 0PasserByvol-: 0

Initial Fut: 33User Adj : 1.00PHF Adj : 1.00PHF Volume: 33Reduct Vof: 0

Reduced Vof: 33PcE Adj : 1.00MLF Adj : 1.00Final- Vof .: 33

Saturation Flow ModufeSat/Lane: 1600 1600Adjustment: 0.94 1.00Lanes: 0.05 0.95Final Sat. : 68 l52B

t---------------lPermittedlnclude

00010010


Include000

0 0 1! 0 0


Include000

01001t---------------l| --------------- | I --------------- | I --------------- |

2251 .00

)tq474

0699

1 .001 .00

6990

6991 .001 .00

699

3371 .00

JJI00))-

1 .001 .00

???0

3311.001 .00

337

tU0060

0

0

60000060

0

60000060

2201.00

220355

0

5751.001.00

ElE

0

5751.001.00

EfE

1

1 .00'7

001

1 .001 .00

1

01

1 .001 .00

1

1 .001 .00

I08

1 .001 .00

I

201.00

2000

201.001.00

200

ZU

1.001.00

20

471.00

4I00

4I1.001.00

4I0

4I1.001.00

41-

262.00 1

2620

0

262.00 1

.00 1

2620

262.00 1

.00 1

262

00 1

00 1

T40

T400 1

00 1T4

810081

00

B10000B1

0

B1000081

1

1

1

1

1

B

1 .00B

008

I4.00 1

t400

14

1 6000.941 .001 500

1 600o.940.01

1B

1 6000. 940. 59

891

1 6000.941 .0015 00

1600 16000.94 1.001.00 0. 991500 1581

1600 16000.94 1.000 .72 0.29

71 4 464

1600 16000. 94 1.000. 95 0.051424 81

t --------------- | --------------- | --------------- l l --------------- l


vol/Sat: 0.02 0.46 0.22 0.04 0.36 0.39 0.05 0.04 0.05 0.18 0.17 0.05crit Moves: **** **** **** ************************************************************************************

Traffíx 7.6.0115 (c) 2003 Dowling Assoc. Licensed to URS CORP./ SANTA ANA, CA


Wayne ,J. Sand and Gravel Mine Project Traffic StudyCEQA Existing Setting Pfus Cumulative Pl-us Project

Evening Peak Hour

Level Of Service Computation Report2000 HCM Unsignalized Method (Future Vofume Afternative)

Intersection +3 crimes Canyon Road (SR-23) at Broadway Road [County of Ventura]

Cycte (sec) : 1 Critlcaf Vof .,/Cap. (X) : 1.189Loss Time (sec): 0 (Y+R : 4 sec) Average Delay (sec/veh): 9.1Optimal Cycle: 0 Levef Of Service: B********************************************************************************Approach: North Bound South Bound East Bound West BoundMovement: L - T - R L - T - R L - T - R L - T - R

-t---------------lControl: Yield SignRights: IncludeLanes: 1 0 1 0 0

| --------------- | I --------------- r

Stop Sign Stop SignIncl-ude Include

0 0 0 1 0 0 0 1t 0 0

| --------------- | I --------------- |

0 .00

l---------------l

t---------------lStop Sign

Incfude00000

t---------------lVofume Module:Base Vol: 35Growth Adj: 1.00Initiaf Bse: 35Added Vol: 0

PasserByvoÌ: 0

Initial- Fut: 35User Adj : 1.00PHF Adj : 1.00PHF Vol-ume: 35Reduct Vof: 0Final Vof. : 35

5091 .00

s09B2

0591

1.001 .00

5910

591

01 .00

0000

1 .001 .00

00

0

0 2r3 351 .00 1.00 I .00

o 273 350 86 1

000o 299 36

1 .00 1. 00 1 .001 .00 1. 00 1 .00

o 299 36000o 299 36

t---------------l

810331 .00 1.00 1.00

81 0 33100000

820331 .00 1.00 1 .001 .00 1.00 1 .00

82033000

82033t---------------l

1.001.00

0

0

0

0

0

0

01.001.00

0

0

0

0

0000

00

0000

00

0

1

1

0

1.000

0

0

0

01.00

Saturation Flow Module:Sat/Lane: 0 0 0 0 0 0 0 0 0

Adjustment: 1 .00 1 .00 1 .00 1 .00 1.00 1 .00 I .00 1.00 1.00 1

Lanes : 1 .00 1 .00 0.00 0.00 0. 89 0.11 0.71 0.00 O.29 0

Finaf Sat. : 491 491 0 0 5I2 62 2I9 0 88

00000 1 .00 1.0000 0.00 0.00000

Capacity AnalysisVo],/Sat: 0.07Crit Moves:Green/Cycle: 1.00Vofume/Cap: 0.07Delay/Veh: 1.3Delay Adj : 1.00AdjDel/Veh: 1.3DesiqnQueue: 0

Module:1.19 0.00

1.00 1.001.19 0.009r.1 0.01 .00 1.009r.1 0. 0

00

0. sB

1 .000.589.2

I .00a)

0

0.58

1 .000.58

q)

1.00ot

0

00 1.0037 0.00.2 0.000 1.00.2 0.000

0031.200.2

0

0000.000.00

0.00

1 .000.000.0

1.000.0

0

0.37 0. 00 0.37 0.00 0.00

1 .000 .000.0

1 .000.0

0

1

0

0

0

1

01

0

1

0000.000.0

0

1

Traffix 7.6.0115 (c) 2003 Dowlinq Assoc. Llcensed to URS CORP., SANTA ANA, CA

CEQA Existinq Setting PM Sun Aug 30, 2015 13:04:42 Page 10-1

Wayne J. Sand and Gravel- Mine Project Traffic StudyCEoA Existing Setting Pfus Cumulative Plus Project

Evening Peak Hour

Level Of Servíce Computation Report2000 HCM Unsignalized Method (Future Volume Afternative)

********************************************************************************Intersection #4 Grimes Canyon Road South at Broadway Road fCounty of Ventura]********************************************************************************Average Delay (sec/veh): 5.4 Worst Case Level- Of Service: A[ 9.1]********************************************************************************Approach: North Bound South Bound East Bound ü¡est BoundMovement: L - T - R L - T. - R L - T - R L - T - R

-r--------- r r--------J I l--------- I l---------------lControl: Stop Sign Stop Sign Uncontrol-l-ed UncontrolledRights: Incl-ude Include Incl-ude IncludeLanes: 0 0 1! 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0

t --------------- | --------------- l l --------------- l l --------------- l

Vol-ume Module:Base Vof:Growth Adj:Initial Bse:Added Vol:PasserByvol:Initial Fut:User Adj:PHF AdJ:PHF Vol-ume:Reduct Vol-:Finaf Vof. :

Critical Gap Module:Critical- Gp: 6.4 xxxx 6.2 xxxxx xxxx xxxxxFollowUpTim: 3.5 xxxx 3.3 xxxxx xxxx xxxxx

-t---------ll---------Capacj-ty Module:Cnflict Vof: 203 xxxx 67 xxxx xxxx xxxxxPotent Cap.: 791 xxxx 1010 xxxx xxxx xxxxxMove Cap.: 768 xxxx 1010 xxxx xxxx xxxxxVoJ-ume/Cap: 0.01 xxxx 0.10 xxxx xxxx xxxx

1.00 1

1.00 1

1

0

1

00 1

00 1

000

103.00103

1

0104.00.00104

0104

1.00 1

1.00 1

000

0

0

0

00000

000

0

000

.00 1

.00 1

000

52 r100 1_.0052 L]0000

52 7100 1.0000 1.0052 r100

55 301.00 1.00

55 301000

56 301.00 1.001.00 1.00

s6 3000

s6 30

01.00

0

0

0

0

1.001.00

000

101.00 1.00'to

000070

11

0

00 1

0

000

0

000

000000

0000

0

0

0

01.00 1


LT - LTRxxxx 99I

xxxxx 0.4xxxxx 9.I

*A9.1A

1

xxxxxYYYYY

-RTVVYYY

YIYYX

xxxxx


LT - LTRxxxx xxxx


v!vvx!*

xxxxxxxxxx

_RTxxxxxXXXXXxxxxx


LT - LTRxxxx xxxx


xxxxxx*

0.1 xxxx7.4 xxxxA*

!1 - LIK

xxxx xxxx0.1 xxxx7 .4 xxxxA*xxxxxx

xxxxxxxxxx

-RT

xxxxxxxxxx

1

1

1

1

xxxxx xxxx xxxxxxxxxx xxxx xxxxx| --------------- l


t---------------l



Queue:Stopped DelLOS by MoveMovement:Shared Cap.SharedQueueShrd StpDel-Shared LOS:ApproachDel-ApproachLOS

XXXXXXXXXX

-RTxxxxxxxxxxXXXXX



üIayne J. Sand and Gravel- Mine Project Traffic StudyCEQA Existing Setting PIus Cumulative Pl-us Project

Evening Peak Hour

Level- Of Service Computation ReportICU 1(Loss as Cycle Length t) Method (Future Vol-ume Al-ternative)

********************************************************************************Intersection #5 crimes Canyon Road South at Los Angeles Avenue (SR-118) [County********************************************************************************Cycle (sec) : 100 Critical- VoJ-. /Cap. (X) : 0.831Loss Time (sec) : 10 (Y+R : 4 sec) Average Del-ay (sec/veh) : xxxxxxOptimal Cycle: '14 Level- Of Service: D

********************************************************************************Approach: North Bound South Bound East Bound West BoundMovement: L _ T - R L - T - R L - T - R L - T - R

-r---------ll---------ll---------ll---------------lControl-: Split Phase SpÌit Phase Protected ProtectedRights: Incl-ude Include Incfude Incl-udeMin.Green: 0 0 0 0 0 0 0 0 0 0 0 0

Lanes: 0 0 0 0 0 0 0 1! 0 0 1 0 1 0 0 0 0 1 0 1

-t---------ll---------ll---------ll---------------lVolume Modul-eBase Vol:Gror¡/th Adj:Initial Bse:Added Vol-:PasserByvol-:Initial Fut:User Adj:PHF AdJ:PHF Volume:Reduct Vof:Reduced Vof:PCE Adj:MLF AdJ:Final- Vol. :

01.00 1

0000

00 1

00 1

000

00 1

00 1

0

1.001.00

0

00

1.001.00

0

6I1 .00

611

062

1 .001 .00

620

621.001 .00

62

9I0091

1

092000092

092000092

9001.00

9001,18

010781.001.001078

010781 .001 .001078

000

000

0

0000

0

0

0

0000

0

0 75200 1 .00o 152o r91000 949

00 1.0000 1.000 949000 949

00 1.0000 1.000 949

321.00

3200

JZ1.001.00

320

321 .001.00

32

000

0000

0000

0

0

0

0000

0

000

00

0

0

1

761.0.

000000

0

1

0

000

0

0

0

0000

000

0000

0

1

300030

0

0

30000030

0

30000030

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

SaturationSat/Lane:AdjustmentLanes:FinaL Sat.

Flow Module1 6001.000. 00

0

1 6001 .000 .00

0

1 6001 .000.33

522

00 160000 1.0000 0.610 1078

1600 16001.00 1.001.00 1.001600 1600

1 6001.000. 00

0

1600 16001 .00 1.000.00 1.00

0 1600

1 6001 .001 .001 600

761.0.


vol/Sat: 0.00 0.00 0.00 0.06 0.00 0.06 0.06 0. 67 0.00 0.00 0.59 O.02crit Moves. **** **** ************************************************************************************


CEQA Existing Setting PM Sun Aug 30, 2015 73:04:42 Paqe I2-1

Vilayne J. Sand and Gravel- Mine Project Traffic StudyCEQA Exlsting Setting Plus Cumufative Plus Project

Evening Peak Hour

Level Of Service Computation ReportICU 1(Loss as Cycle Length 8) Method (Future volume Alternative)

********************************************************************************Intersection +6 A Street (SR-23) at Ventura Street (SR-126) [City of Fil]-morel********************************************************************************Cycle (sec) : 100 Criticaf Vol-.,/Cap. (X) : 0.880Loss Time (sec) : 10 (Y+R : 4 sec) Average Del-ay (sec/veh) : xxxxxxOptinal Cycle: 91' Level Of Service: D

********************************************************************************Approach: North Bound south Bound East Bound west BoundMovement: L - T - R L - T _ R L - T _ R L - T _ R

-t---------ll---------ll---------ll---------------lcontrof: Protected Protected Protected ProtectedRights: Include Incfude Include IncludeMin.Green: O O O 0 0 0 0 0 0 0 0 0

Lanes: 1 0 O 1 0 1 O 0 1 0 1 0 1 1 0 1 0 1 1 0

-l---------ll---------ll---------ll---------------lVolume Module:Base Vol- : 273 262 14I I25 126 40 '73 891 95 I7'7 665 68

Growrh Adj : 1 .00 1.00 1 . oo 1.00 1.00 1 .00 1 .00 1.00 1.00 1.00 1.00 1.00Initiaf Bse: 2I3 262 I4I I25 126 40 'r.3 891 95 IIl 665 68

AddedVol: 33 O 48 O 0 0 0 0 31 46 0 0

PasserByvol: O O 0 0 0 0 0 0 0 0 0 0

rnitial Fut: 246 262 189 t25 726 40 13 891 126 163 665 68

user Adj : 1.00 1 .00 1 .00 1.00 1.00 1 .00 1 .00 1.00 1.00 1 .00 1.00 1.00pHF Adj : 1. o0 1.00 1 .00 1 . oo 1.00 1.00 1 .00 1.00 1.00 1.00 1.00 1.00pHF Vofume; 246 262 189 I25 126 40 13 891 126 163 665 68

Reduct Vol-: O O O 0 0 0 0 0 0 0 0 0

Reduced vol-: 246 262 189 725 126 40 13 891 t26 163 665 68pcE Adj : 1.00 1 .00 1 .00 1.00 1.00 1 .00 1 .00 1.00 1.00 1 .00 1.00 1.00MLF Adj : 1.00 1 .00 1 .00 1 .00 1.00 1.00 1 .00 1.00 1.00 1 .00 1.00 1.00Final- Vol. : 246 262 189 I25 L26 40 13 891 126 163 665 68

-l---------ll---------ll---------ll---------------lSaturation Ffow Module:sar,/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600Adjustrnent: 1.00 1.00 1.00 1.OO 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Lanes: 1.00 O.58 0.42 1.OO 0.76 0.24 1.00 1.75 0.25 1.00 1.81 0.19Flnal Sat.: 1600 929 61I L600 7214 386 1600 2804 396 1600 2903 291

-l---------ll---------ll---------ll---------------lcapacity Analysis Module :

vol,/Sat: 0.15 0.28 O .28 0.08 0. 10 0.10 0.05 0.32 O.32 0.10 0.23 O.23crit Moves: **** **** **** ************************************************************************************

Traffix 7.6.0115 (c) 2003 DowÌing Assoc. Licensed to URS coRP.' SANTA ANA, CA

CEQA Existing Setting PM Sun Aug 30, 2015 L3:O4:42 Page 13-1

Wayne J. Sand and Gravel Mine ProjectCEQA Existing Setting Plus Cumufative

Evening Peak Hour

Traffic StudyPIus Project

Level- Of Service Computation Report2oOOHcMUnsignalizedMethod(FutuleVolumeAlternative)

********************************************************************************Intersection#TGrimesCanyonRoad(SR-23)atVrtayne's!ÙaylCountyofVentura]********************************************************************************Average DeJ-ay (sec/veh): 0.6 worst case Level Of Service: ct 16'51********************************************************************************Approach: North Bound South Bound East Bound l¡trest Bound


-l---------ll---------ll---------ll---------------lControl: Uncontrofled Uncontrofled Stop Sign Stop Sign

Rights: Incl-ude lnclude Incfude IncfudeLanes: O 0 0 1 O O 1 O O O O 0 0 0 0 0 0 1! 0 0

-l---------ll---------ll---------ll---------------lVofume Module:Base Vol:Growth Adj:Initial Bse:Added Vof:PasserByvoÌ:Inltial- Fut:User Adj:PHF AdJ:PHF Volume:Reduct VoÌ:Finaf Vol.:Criticaf GaP Module:Crltical Gp:xxxxx xxxx xxxxx 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6'4 xxxx

FoÌlowUpTim:xxxxx xxxx xxxxx 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3'5 xxxx-l---------ll---------ll---------ll----------

Capacity Modufe:Cnffict Vol: xxxx xxxx xxxxx 638 xxxx xxxxxPotent Cap.: xxxx xxxx xxxxx 956 xxxx xxxxxMove Cap.: xxxx xxxx xxxxx 956 xxxx xxxxxVofrme/Cap: xxxx xxxx xxxx 0.01 xxxx xxxx

-l--------- I l---------------l I

Level- Of Service Modul-e:Queue: xxxxx xxxx xxxxxStopped Del:xxxxx xxxx xxxxxLOS by Move: * * *

Movement: LT - LTR - RT


ApproachDel: xxxxxxApproachlos: *

1 .001 .00

000

5541 .00

5546B

0622

1 .001 .00

o¿¿0

622

1

1 .001

150

T61 .001.00

I60

I6

.00 1.00 1

.00 1.00 1

B 21100I 211

20'11.00 1

20770

0

27100 1.00 1

00 1.00 1

000000

3

00 1

3

1B0

2I00 1

00 1

2I0

27

111.001 .00

110

11

000

0000

0000

0

00

2

1.002

6

0

I

01.00

00

0

0

000

0

00

0

01 .00

0

000

1 T

000

000

0

0000

0

31.00

3I0

0

.0000

00

.0000

0

00

1

11

1

00 1

1

6.2??


923 xxxx 630302 xxxx 485300 xxxx 485

0.07 xxxx O.O2| --------------- l

0.08.8A

LT

xxxxxxxx

- LTRxxxx xxxx0.0 xxxx8.8 xxxxA*xxxxxx

*

xxxxxxxxxx

-RTxxxxxxxxxxXXXXX


LT - LTRxxxx xxxx


xxxxxx*

XXXXXXXXXX

-RTxxxxx

xxxxx


LT - LTR

XXXXXxxxxx

-RT345 xxxxx0,3 xxxxx

16.5 xxxxxc*

16.5c

xxxxxxxxxxxxxx

Traffix ?.6.0115 (c) 2003 Dowling Assoc' Licensed to URS CORP'' SANTA ANA. CA

CEQA Existing Setting PM Sun Aug 30, 2015 13:.04:42 Page 14-1-

!ùayne J. Sand and GraveÌ Mine ProjectCEQA Existing Setting PIus Cumufative

Evening Peak Hour


Levef Of Service Computation ReportICU 1(Loss as Cycl-e Length 8) Method (Future voflme Al-ternative)

********************************************************************************Intersection#sWalnutcanyonRoad(SR-23)atcaseyRoadlcityofMoorpark]********************************************************************************Cycle (sec): 1OO Critical- Vol'/Cap' (X): 0'943Loss Time (sec): 10 (Y+R : 4 sec) Average Delay (sec/veh): xxxxxxOptírnal Cycle: 100 Levef Of Service: E

********************************************************************************Approach: North Bound south Bound East Bound v1]est Bound


-l---------ll---------ll---------ll---------------lControl: Prot+Permít Permitted Protected ProtectedRights:Min. GreenLanes:

Volume ModuleBase Vol:crowth Adi:Initlal Bse:Added Vol-:PasserByvol:Initial Fut:User Adj:PHF AdJ:PHF Volume:Reduct VoI:Reduced Vo1:PCE AdJ:MLF AdJ:Flnal Vof. :

Incl-ude Include Include Incfudeoooo0o000000

10100000101000100000t---------------ll---------------ll---------------ll---------------l

I461 .00I46

00

7461 .001.00

7460

746

6531.00 1

6534'7 4

01r211.00 1

1.00 1

1-r21

3421.00

342?EÉ

0

69'7

1000 1

100

010

2081.00

2080

0208

1.001.00

2080

2081.001. 00

208

01 .00

000

0

1.001.00

0

00

1 .001.00

0

01.00

0

00

0

1.001.00

0

00

1 .001.00

0

0

1 .000

0

00

1.001 .00

00

0

000

0

0

00

0000

00

0

0000

0

9

1 .009

0

0

9

1

000

0

0

00

0

1 .000

00

0

1 .001 .00

0

0

0

1 .001 .00

0

110

000021

1.00 1.00 1 .00 1.001.00 1.00 1.00 1.0069'7 9 10 0

000069'7 9 10 0

1 .00 1.00 1 .00 1.00 1.001.00 1.00 1.00 1.00 1.00

06979100

1.00 1.1.00 1.746 77

1

1

Saturation Ffow Modul-e:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600

Adjustment: 0.94 1. O0 O '94 0.94 1.00 O.94 0.94 1 ' 00 O '94Lanes: 1.OO 1.00 O.O0 O-00 0.99 0.01 1.00 0'00 1'00

1 600o .940 .00

1600 16001.00 0. 940.00 0.00

Final sat.: 1500 1600 O O 1580 19 1500 0 1500 0 0 0

-l---------ll---------ll---------ll---------------lCapacity Analysis Modufe :

vor/sut, 0.10 o.70 o.0o o.oo 0.44 0.41 0.01 0.00 0.14 0.00 0.00 0-00CIit MOveS. **** ************************************************************************************



frlayne J. Sand and Gravel Mine Project Traffic StudyCEQA Existing Setting Pfus Cumufative Plus Project

Evening Peak Hour

Levet Of Service Conputation ReportICU 1 (Loss as Cycle Length g) Method (Future Vol-ume Alternative)

********************************************************************************Intersection #9 Moorpark Avenue (SR-23) at Poindexter Avenue [City of Moorpark]********************************************************************************Cycle (sec) : 100 Critical Vol . /Cap. (X) : 0 '926Loss Time (sec) : 10 (Y+R : 4 sec) Average Del-ay (sec/veh) : xxxxxxOptimat Cycle: 100 Level Of Service: E


-l---------ll---------ll---------ll---------------lcontrol_: Protected Protected spJ-it Phase split PhaseRíghts: Include Include Include IncfudeMin.creen: O O O 0 0 0 0 0 0 0 0 0

Lanes: 1 O 0 1 O 1 0 1 0 1 0 1 0 1 0 1 0 0 1 0

t---------------ll---------------ll---------------ll---------------lVolume Module:Base Vol-: 59Growth Adj : 1.00Initial- Bse: 59Added Vol: 0PasserByvol: 0

-Lnrtra-L ¡ut: 5yUser Adj : 1.00PHF Adj : 1.00PHF Vol-ume: 59Reduct Vol: 0Reduced Vof: 59PCE Adj : 1.00MLF Adj : 1.00Final- Vol.: 59

31L1.00

31741 4

0845

1 .001.00

8450

8451 .001 .00

845

241 .00

2400

241 .001 .00

240

241 .001 .00

24

11.0011

00

11.00.0011

011

.00

.0011

44r1.00

44t3s5

0196

1 .001.00

1960

7961 .001.00

196

25r1 .0025r

0

0

25r1 .001 .0025r

0

2571 .001 .002sr

3091 .00

30900

3091.001 .00

3090

3091 .001.00

309

241.00

2400

241 .001.00

240

241 .001 .00

24

7261 .00

L260

0126

1 .001 .00t26

0

1,261.001 .00

126

1B.00

1800

18.00.0018

0

18.00.0018

311.00

3100

311.001.00

310

311.001.00

31

I91 .00

I90

019

1.001 .00

790

191.001.00

1-9

11

1

11

1

1

11

1

t---------------ll---------------ll---------------ll---------------lSaturation Ff o\.¡ Moduf e:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600Adjustment: 0.94 1 .00 0.94 0.94 1 .00 0 .94 0 . 94 1 .00 o.94 0.94 1.00 0. 94

l,anes: 1. OO 0.97 0. 03 1 .00 1.00 1 .00 1 .00 0.45 0.55 1.00 0. 62 0.38Finaf sar.: 1500 1556 41 1500 1600 1500 1500 'Ì22 824 1500 992 570

-l---------ll---------ll---------ll---------------lCapacity Analysis ModuÌe:vor/sar: 0. 04 0.54 0.58 0.01 0. 50 0 .17 0.21 0.03 0. 15 0.01 0.03 0.03crit Moves. **** **** **** ************************************************************************************

Traffix ?.6.0115 (c) 2003 Dowling Assoc. Licensed to URS CORP.' SANTA ANA, CA

CEQA Exlsting Setting PM Sun Aug 30, 2015 L3:04:42 Page 16-1

Wayne ,J. Sand and Gravel Mine Project Traffic StudyCEQA Existing Settinq PÌus Cumulative PÌus Project

Evening Peak Hour


********************************************************************************Intersection #10 Spring Road at Los Angeles Ave (SR-118) [City of Moorpark]********************************************************************************Cycle (sec): 100 Criticaf Vol-./Cap. (x): 1.018Loss Time (sec): 10 (Y+R : 4 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 100 Level- Of Servj-ce: F********************************************************************************Approach: North BoundMovement: L - T - R

-t---------------lControf: ProtectedRights: IncludeMin.Green: 0 0 0Lanes: 2 O 1 1 0

-l---------------lVofume Modufe:Base Vof i 24'7 322 64Growth Adj: 1.00 1.00 1.00Initiaf Bse: 241 322 64AddedVol: 0 0 0PasserByvol-: 0 0 0f nitial- Fut: 24'7 322 64UserAdj: 1.001.00 1.00PHFAdj: 1.001.00 1.00PHF Vol-ume: 24'7 322 64Reduct Vol-: 0 0 0Reduced VoÌ: 24'7 322 64PcE Adj: 1.00 1.00 1.00MLF Adj : 1 .00 1.00 1 .00Final Vol-. : 24'7 322 64

South BoundL-T_R


Ovl000

20101t---------------l

East BoundL_T-R


Include000

20201t---------------l

West BoundL-T-R

t---------------tProtected

Ovf000

10201l-=-------------l

404 365 601 .00 1.00 1.00404 365 60

000000

404 365 601 .00 1.00 1.001 .00 1.00 1.00404 365 60

000404 365 60

1 .00 1.00 1.001.00 1.00 1.00404 365 60

t---------------l

111 988 34r1.00 1.00 1.00111 988 341

06500000

111 1638 3411.00 1.00 1.001.00 1.00 1.00111 1638 341

000111 1638 34I

1.00 1.00 1.001.00 1.00 1.00111 1638 341

t---------------

144 1053 4221 .00 1.00 1.00144 1053 422

0 140 0000

r44 7193 4221 .00 1.00 1.001 .00 1.00 1.00744 7193 422

000r44 7193 422

1 .00 1.00 1.001 .00 1.00 1.00t44 7193 422

l---------------lSaturation Ffokr ModuÌe:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600Adjustment: 0. 94 1 .00 O.94 0.94 1 .00 0. 94 0.94 1.00 0.94 0.94 1.00 0. 94Lanes: 2.OO L61 0.33 2.00 1.00 1.00 2.00 2.00 1.00 1.00 2.00 1.00Finaf Sat.: 3OOO 2669 49'7 3000 1600 1500 3000 3200 1500 1500 3200 1500

-r--------- |--------- l l--------- l l---------------lCapacity Analysis Module:vol/Sat: 0.08 0.12 0.13 0.13 0.23 0.04 0.04 0.51 0 .23 0.10 0.56 O.28crit Moves ' **** **** **** ************************************************************************************


App¡ruorx C

ITTTRSEcTIoT ANALYSIS WoRKSHEETS

Exrsrrruc Plus PRoJEcr CoNDrroNS

AM-WP Sun Aug 30, 2015 12:43:70 Page 1-1

wayne ,J. Sand and Gravel Mine Project Traffic StudyExisting Pfus Project

Morning Peak Hour

Scenario:

Corunand:Vol-ume:Geometry:Impact Fee:Trip Generation:Trip DistributionPaths:Routes:Configuration:

Scenario RePortAM-WP

AM-WPAM

ExistingDefault Impact FeeAMAMDefault PathsDef aul-t- RoutesExisting

Traffix ?.6.0115 (c) 2003 Doh¡ting Assoc. Licensed to URS coRP., SANTA ANA| CA

AM-ViIP Sun Aug 30, 2015 L2:43:IO Page 2-t

Wayne J. Sand and Gravel Mine Project Traffic StudyExisting Plus Project

Morning Peak Hour

Zone# Subzone


Forecast for AM


Trips TripsIn Out

Total t OfTrips Total

1 Wayne J. San 1.00 Miningzone 1 Subtotal

55.00 37 .00 EE

55373'7

TOTAL 55 31 92 l_00.0

Traffix 7.6.0115 (c) 2003 Dovtl-ing Assoc. Licensed to URS CORP.' SANTA ANA, CA

AM-lilP Sun Aug 30, 20L5 t2:43:I0 Page 3-1

!\layne J. Sand and Gravel- Mine Project Traffic StudyExisting Plus Project

Morning Peak Hour


vol-ume Northbound Southbound Eastbound westbound TotalType Left Thru Right Left Thru Right Left Thru Right Left Thru Right volune

#1 Moorpark Avenue (sR-23) at Los AngelesAvenue (SR-118) tCity of MoorparklBase3866133I52549210378019|1.2801116Added0OO24OO0000036Tota]-3866133116549210378019I|2801I52

246660

2526

#2 Moorpark Avenue (SR-23) at High StreetBase 23 300 222 721 371 11

AddedO3600240Total- 23 336 222 I21 341 11

[City of Moorpark]2 r1 21 18400002 r1 27 184

23) at Broadhray Road lCounty of Ventura]0496643303500o242300000520663603500

lcounty of Ventural38 7 110 2'7

002038 '7 rr2 21

720

t2

7310

r31

1 37360

1433

#3 Grimes CanYon Road (

Base 24 773 0

Added 0 36 0

Totat 24 2O9 0


BaSeAddedTotal

SR0

00

00

0

00

0

0

00

0

00

000

00

0

82565

890

+6 A streetBase 133Added 5

Total- 138

(sR-23)118

0

118

13a

'76

(sR-23)10

010

B

0B

263

268

#5 Grimes Canyon Road South at Los Angel-es Avenue (SR-118)

BaSEAddedTotal

0

0

0

0

0

0

0

00

0

00

0

0

0

410

41

7122

71-4

52 19030

55 190

[County of Ventura]0 759 18 r11B00050 759 18 1783

at Ventura Street (SR-126) lCity of Fi]-lmorel106 ?B rB2 54 35 49r 159 155 190

600000890112 18 tB2 54 35 49r 161 764 '790

450

45

23462B

231 4

#7 Grimes CanyonBase 0 206Added 0 0

Totaf 0 206


Base 3I4 268 0

Added 0 36 0

rotal 314 304 0

Road (SR-23) at Vrtayne's !üay lCounty of Ventura]6 6 588 0 0 0 0 0 0

39r1000002604s235880000260

3) at Casey Road [CitY of Moorpark]060326702670o2400000062126702670

01111

80693

899

r41960

1 539

130

13

14 0B60

14 6B

SR-2000

0

00

#9 Moorpark AvenueBase 82 319Added 0 36Total 82 355


o24000000't 3'76 202 228 11 136 5 43

Traffix 7.6.0115 (c) 2OO3 Dowling Assoc. Licensed to URS CORP', SANTA ANA' CA

AM-WP Sun Aug 30' 2015 1-2t43:10 Page 3-2


Morning Peak Hour

Volwne NorthboundType Left Thru Right



flestbound Total-Left Thru Right Volume

#10 Spring Road at f,os AngelesAveBase 193 313 83 362 410Added00000rotal 193 313 83 362 410

[City of Moorpark]728 993 2L0 12 9'ÌO

o240036728 LOLT 2L0 72 1006

(sR-118)54

n

54

284n

284

407260

4L32

Traffíx 7.6.0115 (c) 2003 Dowling Assoc. Licensed to URS CORP', SANTA ANA' cA

AM-WP Sun Aug 30' 2015 12:43.:1'2 Page 4-1

!ùayne J Sand and Gravel- Mine Project Traffic StudyExisting Plus Project

Morning Peak Hour

Intersecti-on

#1+2#3#4#s#6+1#8#9+10








Wafnut Canyon Road (SR-23) at



Impact Anal-ysis ReportLeveI Of Service

BaseDeI/ v/

LOS Veh C

A xxxxx 0.532

A xxxxx 0.544

B 0.0 0. 685

A 9.0 0.000

C xxxxx 0.706

B xxxxx 0.631

A 7.6 0.000

E xxxxx 0.903

A xxxxx 0.564

B xxxxx 0.679

FutureDeI/ v/

LOS VEh C

A xxxxx 0.554

A xxxxx 0.566

c 0.0 0.126

A 9.0 0.000

C xxxxx 0.709

B xxxxx 0.642

c 15.1 0.000

E xxxxx 0.919

A xxxxx 0.579

B xxxxx 0.686

Changein

+ o.022 v/c

+ 0.022 v/c

+ 0.000 D/V

+ 0.009 D/v

+ 0.003 v/c

+ 0.011- v,/c

+ '7 .431 D/v

+ 0.016 v/c

+ 0.015 v,/c

+ 0.007 v/c

Traffix 7.6.0115 (c) 2OO3 Dowling Assoc. Licensed to URS CORP" SANTA ANA' CA

AM-üIP Sun Aug 30, 2015 l2:43:t2 Page 5-1

Vùayne J. Sand and Gravel- Mine Project Traffic StudyExisting Plus Project

Morning Peak Hour

Level- Of Service Computation ReportICU 1 (Loss as Cycle Lenqth 8) Method (Future Vol-ume Alternative)

********************************************************************************Intersection #1 Moorpark Avenue (SR-23) at Los Angel-esAvenue (SR-l-18) [City of M

********************************************************************************Cycle (sec) : 100 Critical- Vof .,/Cap. (X) : 0.554Loss Time (sec) : 10 (Y+R : 4 sec) Average DeÌay (sec/veh) : xxxxxxOptimaf Cycle: 3']. Level Of Service: A********************************************************************************Approach: North Bound South Bound East Bound !Ùest BoundMovement: L - T - R L - T - R L - T - R L - T - R

-t---------ll---------ll---------ll---------------lControl: Split Phase Split Phase Protected ProtectedRights: Ovf Ovf Include Ovl-

Min.creen: 0 0 0 0 0 0 0 0 0 0 0 0

Lanes: 1 1 0 0 1 1 0 1! 0 1 1 O 2 1 0 1 0 2 0 1

t---------------ll---------------ll---------------ll---------------lVolume Module:Base Vol: 38Growth Adj : 1.00lnitial Bse: 38Added VoI: 0

PasserByvol: 0Initial Eut: 38User Adj : 1,00PHF Adj : 1.00PHF Volume: 38Reduct Vof: 0

Reduced Vol: 38PCE Adj : 1.00MLF Adj : 1.00Final Vof.: 38

661 .00

6600

661.001.00

660

661 .001 .00

oo

1331 .00

13300

1331 .001 .00

1330

1331 .001 .00

133

r521.00r52

240

7'7 6

1 .001.00

7760

r'7 61 .001 .00

r'7 6

92 10300 1.0092 1030000

92 10300 1 .0000 1 .0092 10300

92 10300 1.0000 1.0092 103

7801.00

78000

7801.001.00

7800

7801.001 .00

780

191.00

190

019

1.001 .00

190

791.001.00

19

1r21 .00

77200

II21 .001 .00r72

0

I121 .001 .00LI2

8011.00

8010

0

8011.001.00

8010

8011.001.00

801

1,L61.00

11636

01 \'.)

1.001.00r52

01 Êa

1.001.00

L52

1

540054

0

054000054

0

54000054

1

1

1

1

1

1

11

1

r---------------lr---------------ll---------------ll---------------lSaturation Flow Modufe:sar/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600Adjustment: O. 94 1.00 0. 94 0. 94 1 .00 0.94 0. 94 1.00 0.94 0. 94 1.00 O -94Lanes: 1. OO 1. OO 1 .00 1 . 64 0.36 1 .00 1 .00 2. 93 0.07 1.00 2.00 1.00Final- sar. : 1500 1600 1500 2460 5'76 1500 1500 4686 107 1500 3200 1500

-t---------ll---------ll---------ll---------------lCapacity Analysis Modul-e :

Vol-/Sat: 0.03 0.04 0.09 0.07 0.09 0.06 0.07 0.17 0. 18 O -07 O.25 0. 10

Cfit MOVeS ' **** **** **** ************************************************************************************

Traffix 7.6.0115 (c) 2003 DowJ_ing Assoc. Licensed to uRs coRP., SANTA ANA, CA

Sun Aug 30, 2OL5 I2:43:L2 Page 6-1AM-WP

Wayne J. Sand and Gravel Mine Project Traffic StudyExisting PLus Project

Morning Peak Hour

Levef Of Service Computation ReportICU 1(Loss as Cycl-e Length %) Method (Future vollrme Al-ternative)

********************************************************************************Intersection #2 Moorpark Avenue (sR-23) at High Street Icity of Moorpark]********************************************************************************Cycle (sec): 1OO Critical- VoI'/Cap' (X): 0'566Lóss Time (sec): 10 (y+R = 4 sec) Average Delay (sec/veh): xxxxxxOptimal Cyc1e: 31 Level Of Service; A


Control:Rights:Min. GreenLanes:

Vohme Moduf e:Base VoI: 23Growth Adj : 1.00Tnitial Bse: 23Added Vol-: 0

PasserByvof: 0

Initial Fut: 23User Adj: 1.00PHF Adj : 1.00PHF Volume:. 23Reduct Vof: 0

Reduced Vol: 23PCE Adj : 1.00MLF Adj : 1.00Final- Vol-. : 23

North Bound South Bound East BoundL-T-RL-T_RL-T-R

l--------------- | l---------------l l--------------- |

Permitted Permitted SPI-it PhaseInclude Incfude IncÌude

oooo00000o 1 O O 1 1 0 0 1 0 0 0 11 0 0

| --------------- | I --------------- I I --------------- ì

West BoundL-T-R


Include000

01001t---------------l

3001.00 t

30036

0336

1.00 1

1.00 1

3360

1.001 .00

336

222.00222

00

222.00.00222

0

222.00.00

---l

72'1 371 11 2 r'7 2r1 . OO 1.00 1.00 1.00 1 .00 1.00I2'7 3r1 11 2 r1 27

o240000000000

721 34I 11 2 Ll 2L1 . OO 1.00 1 .00 1.00 1.00 1.001 . OO 1.00 1 .00 1 .00 1.00 1.00r21 341 11 2 l1 2r

000000721 34r 11 2 r1 2r

1 . OO 1.00 1 .00 1 .00 1 .00 1.001. OO 1 . O0 1.00 1 .00 1.00 1 ' 00721 341 11 2 r1 2r

| --------------- | I ---------------

184 72 r311.00 1.00 1.00184 t2 137

000000

184 72 1371.00 1.00 1.001 .00 1.00 1.00184 12 r31

000184 12 r31

1.00 1.00 1.001 .00 1.00 1 .00184 72 r31

t---------------l

3361

1

Saturation Flow Module:sar/Lane: 1600 1600 1600 160O 1600 1600 1600 1600 1600 1600 1600 1600

Adjustment: 0.94 1.00 O.g4 0.94 1.OO 0.94 0.94 1.00 o-94 0.94 1.00 o'94laáes: 0.06 0.94 1 . O0 1 .00 o. 9? 0. 03 o .05 0. 42 0.53 0.94 0.06 1.00

Final sat.: 96 1491 1500 15oO 1550 4'7 'r-5 680 788 1408 98 1s00

-l---------ll---------ll---------ll---------------lCapacity AnalYsis Module :

voi/s.t, o.or 0.22 0.15 0.08 0.22 0.23 O.03 0.03 0.03 0.13 0.12 0.09

crit Moves. **** **** **** *******************************************************************************+****

Traffix 7.6.0115 (c) 2O03 DowJ-ing Assoc. Licensed to URS CORP'' SANTA ANA' cA

AM-ü7P Sun Aug 30, 2015 12:43:I2 Page 7-1

Vlayne J. Sand and Gravel Mine Project Traffic StudyExisting Pl-us Project

Morning Peak Hour

Level- Of Service Computation Report2000 HCM Unsignalízed Method (Future Volume Alternative)

********************************************************************************Intersection #3 Grimes Canyon Road (SR-23) at Broadway Road [County of Ventura]********************************************************************************Cycle (sec): 1 Criticaf Vof./Cap' (x): 0'126lõss Time (sec): O (Y+R : 4 sec) Average Delay (sec/veh): II'2Optimal Cycle: O Level- Of Service: C

********************************************************************************Approach:NorthBoundSouthBorrndEaStBoundWestBoundMovement: L - T - R L - T - R L - T - R L - T - R

-l---------ll---------ll---------ll---------------lControf: Yield Sign Stop Sign Stop Slgn Stop Sj-gn

Riqhts:Includelncludelncludelncl-udeLanes: 1 O 1 0 0 O O O 1 O 0 0 1! 0 0 0 0 0 0 0

t---------------ll---------------ll---------------ll---------------lVolume Module:Base Vof z 24Growth Adj : 1.00Initial- Bse: 24Added Vol: 0

Passerljyvo-L: u

Initiat Fut: 24User Adj : 1.00PHF Adj : 1.00PHF Vofume:. 24Reduct Vol-: 0Final- Vol.: 24

7131 .00r13

360

209T.UU1 .00

2090

209

01 .00

0

000

1.001 .00

0

0

0

01 .00

0

0

00

1.001 .00

000

496.00496

240

520.00.00520

0520

641 .00

642

066

1 .001 .00

660

66

??1 .00

333

0

361 .001.00

360

36

1.00 1

1.00 I000

35.0035

00

2tr

.00

.002R

035

0

00

0

1.00 1

1.00 1

0

0

0

000

0

0

00

0000

00

0

1

0

1.0000

00

1

01.00 1 1

000

0

000

0000

000

1

1

sat/Lane:Adjustment:Lanes:Final Sat. :

001.00 1.001 .00 1 .00520 520

001.00 1.000.00 0.00

00

000000001 . OO 1 .00 1.00 1.00 1 .00 1.00 1.00 1 .00o.0o o. oo 0.89 0 . 11 0.51 0.00 0.49 0 .00

00116911s001450t--------------- | l--------------- | l--------------- | l--------------- |

Capacity Anal-ysis Modufe :

vot/sut, 0.05 o.40 o.oo o.oo 0.73 0.?3 0.24 0.00 0.24 0.00 0.00Cfit MOVeS. **** **** ****

Green/Cycle: 1. OO 1.00 1 .00 1 .00 1. oo 1.00 1 .00 1.00 1.00 1.00 1.00votume,/cap: 0.05 0.40 o.oo o.oo 0.73 0.?3 0.24 0.oo o.24 0.00 0.00oeray,/ven: I.2 4.6 0.0 0.0 15.8 15.8 2'5 0'0 2'5 0'0 0'0oeraye¿j:1.001.001.001.001.001.001.001.001.001.001.00AdjDãr/váh: 1.2 4.6 o.o 0.0 15.8 15.8 2-5 0.0 2'5 0'0 0'0DeÁigngueue: O 0 O O 0 0 0 0 0 0 0

********************************************************+****************

0. 00

1

1

0

0000.000

0.00

Traffix 7.6.0115 (c) 2O03 Dowling Assoc. Licensed to URS CORP'' SANTA ANA/ CA

AM_WP Sun Aug 30, 2015 I2:43:L2 Page 8-1

Wayne ,J. Sand and Grave1 Mine Project Traffic StudyExisting Plus Project

Morning Peak Hour

Level of Service Computation Report2000 HCM Unsignalized Method (Future Volume Alternative)

***************************************************************************+****Intersection #4 Grimes Canyon Road South at Broadh¡ay Road ICounty of Ventura]********************************************************************************Average Delay (sec/veh) : 5.9 lilorst Case Level Of Service: A[ 9.0]********************************************************************************Approach: North Bound south Bound East Bound west Bound


-l---------ll---------ll---------ll---------------lcontrof: stop sign Stop sign uncontrolled uncontrolledRights:Includelncludelncfudelncludel,anes: O O 1l O O 0 0 O 0 0 0 0 0 1 0 0 1 0 0 0

-l---------ll---------ll---------ll---------------lVolume Modul-e:Base Vof: B

Growth Adj : 1.00 1.Initial Bse: IAdded Vol: 0PasserByvol: 0

Initiaf Fut: 8

User Adj : 1.00 1.PHFAdj: 1.00 1.PHF VolumE: B

Reduct Vol: 0

Finaf Vof. : B

Critical Gap Module:Criticaf Gp: 6.4 xxxx 6.2 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 4.1 xxxx xxxxxFolfohtupTim: 3.5 xxxx 3.3 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 2'2 xxxx xxxxx

-l---------ll---------ll---------ll---------------lCapacity Module:Cnftict Vol-: 293 xxxx 42 xxxx xxxx xxxxx xxxx xxxx xxxxx 45 xxxx xxxxx

aa

1 .00

30

161 .001 .00

160

16

001.00 1.00

00000000

1 .00 1 .001.00 1.00

000000

03800 1.000 3800000 38

00 1.0000 1.0003800038

1.001_.00

1

0

1

1101.00 1

1102

0

t721.00 1

1.00 1

I120

772

21000021

02'7

0

00000

0

0000

0

0

0

0010

00000

0

0000

0

00

1

1

1.001

007

27

1576 xxxx xxxxx1576 xxxx xxxxx0.07 xxxx xxxxt---------------l

0.2 xxxx xxxxx7.5 xxxx xxxxxA**

LT-LTR-RTxxxx xxxx xxxxx0.2 xxxx xxxxx7.5 xxxx xxxxxA**

xxxxxx*

01.00

00

0

0

000

00

210

0

1

111

1

1

00

Potent Cap.: 703 xxxx 1035 xxxx xxxx xxxxx xxxx xxxx xxxxxMove Cap.: 662 xxxx 1035 xxxx xxxx xxxxx xxxx xxxx xxxxxVolume/Cap: 0,01 xxxx 0.07 xxxx xxxx xxxx xxxx xxxx xxxx

-l---------ll---------ll---------------lLevef Of Service Modul-e:Queue: xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxxStopped De.l-:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxxLOS ÈY Move: * * * * * * * * *


Shared Cap.: xxxx 982 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxxSharedQueue:xxxxx 0.3 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxxshrd stpDef:xxxxx 9.0 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxxShared LOS: * A * * * * * * *

ApproachDef: 9.0 xxxxxx xxxxxxApproachlos: A * *

Traffix ?.6.0115 (c) 2OO3 Dowlj-ng Assoc. Licensed to URS coRP., SANTA ANA, CA

AM-V1tP Sun Augt 30, 2015 1'2:43:73 Page 9-1

v[ayne J. Sand and Grave]- Mine Project Traffic StudyExistj-nq Plus Project

Morning Peak Hour

ICU 1************Intersection************Cycle (sec) r

Loss Time (sOptimal Cycl************Approach:Movement:

Controf:Rights:Min. Green:Lanes:

Vofume Module:Base Vol:Growth Adi:Initiaf Bse:Added Vol-:PasserByvof:Initial Fut:User Adj:PHF AdJ:PHE Volume:Reduct Vol:Reduced Vol:PCE AdJ:MLF AdJ:Finaf Vof. :

Sat/Lane:AdjustmentLanes:Final- Sat.

1.00 1

1.00 1

0

0

01.00 1.00 1

1.00 1 .00 L

00

00 160000 1.0000 0.0000

Levef Of Service Computation Report(Loss as Cycle Length ?) Method (Future Volì.me Alternative)********************************************************************#5 Grimes canyon Road south at Los Angel-es Avenue (sR-118) lCounty

********************************************************************1OO Critical Vol./CaP. (X): 0'709

ec) : 10 (Y+R : 4 sec) Average DeJ-ay (sec/veh) : xxxxxxe: 51 Level Of Service; C

********************************************************************North Bound South Bound East Bound !Ùest Bound

L-T-RL_T-RL-T-RL_T-Rt---------------ll---------------ll---------------ll---------------l

Sptit Phase Split Phase Protected ProtectedfncÌude Include Include Incfude

000000000000o o o 0 o 0 o 11 0 o 1 0 1 0 0 0 0 1 0 1

r---------------ll---------------ll---------------ll---------------l

000

0

000

0000

000

01.00 1

0000

1

0

0000

0

00000

0

00

0000

0

111

41.0041

0

04't

.00

.0041

0

41.00.0041

TI2.00rL2

2

07]-4.00.0011,4

0tI4.00.00II4

521 .00

523

0trtr

1 .001 .00

EÊ

0EÈ

1 .001 .00

01.00

0

000

1.001.00

0

.000

0

00

.00

.000

0

0

.00

.000

1591.00

? RÕ

00

1591.001 .00

1590

1591 .001.00

'7 59

1B1.00

1B0

018

1.001.00

180

1B1.001 .00

18

0

00000

0

0000

0

00

0000

0

'7 901.00

19000

1901 .001.00

1900

1901.001.00

190

1

11

1

1

1,

1

1

7

11

1

1

1

0

0

01.001.00

0

I61.0.

1 6001 .000 .00

0

1600 16001 .00 1.000.29 0.0046'7 0

1600 16001 .00 1.001 .00 1.001600 1600

1 6001.000. 00

0

00 160000 1.0000 1.000 1600

1 6001.001.001 600

1 6001.000.711133

I61.0.

Capacity Anafysis Modufe:vor/sut, 0. oo o.0o o. oo 0.10 o. o0 o.10 0.03 0. 49 0.00 0.00 0.47 0.01Crit Moves: **** **** ************************************************************************************


AM-WP Sun Aug 30, 2075 I2:43:I3 Page 10-1

Wayne J. Sand and Gravef Mine Project Traffic StudyExisting Plus Proiect

Morning Peak Hour

Level Of Service Computation Reportfcu 1(Loss as Cycfe Length t) Method (Future vol-ume Alternative)

********************************************************************************Intersection #6 A Street (SR-23) at Ventura Street (SR-126) [City of Fillmore]********************************************************************************Cycle (sec) : 100 critical- Vol .,/Cap. (X) : O '642Loss Time (sec) : 10 (Y+R : 4 sec) Average Delay (sec/veh) : xxxxxxOptimaf Cycle: 44 Level- Of Service; B

* * * * * * * * * ** * * ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *

Approach: North Bound south Bound East Bound west Bound

l4ovement: L - T \,- R L - T - R L - T - R L - T - R

-l---------ll---------ll---------ll---------------lcontrol_: Protected Protected Protected ProtectedRights: Include Include Include Incl-udetqin. creen: 0 O O O 0 0 0 0 0 0 0 0

Lanes: 1 O O 1 O 1 O 0 1 0 1 0 1 1 0 1 0 1 1 0

l---------------ll---------------ll---------------ll---------------lVol-ume Module:Base Vol: 133Growth Adj : 1.00Initial- Bse: 133Added VoI: 5

PasserByvol: 0Initial Fut: 138User Adj : 1.00PHF Adj : 1.00PHF Vofume: 138Reduct Vol: 0Reduced Vol-: 138PcE Adj : 1.00MLF Adj : 1.00Finaf Vol.: 138

1181 .00

11800

1181 .001 .00

1180

1181 .001 .00

118

1061 .00

1066

0

LL21 .001 .00r72

0

II21 .001.001r2

781 .00

'78

00

1B1 .001 .00

7B0

7B1 .001.00

7B

I821.00

78200

IB21.001 .00

tB20

IB21 .001 .00

IB2

541 .00

5400

541 .001 .00

540

541 .001 .00

54

351 .00

350

02R

1 .001 .00

0

351 .001.00

35

49t1.00

49700

49r1 .001.00

49r0

49r1.001.00

49r

1591.00

159I0

r611.001.00

r610

r611.001.00

r61

1551 .00

1tE

9

0764

1 .001.00

7640

7641 .001 .00

764

'7 901 .00

'7 900

0190

1 .001.00

7900

1901.001.00190

451.00

4500

451.001.00

450

451.001 .00

45

t---------------ll---------------ll---------------ll---------------lSaturation Flow Modufe:sar/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600

Adjustment: 1 .00 1.00 1 . oo 1. oo 1. oo 1.00 1 .00 1 .00 1.00 1 .00 1.00 1.00Lanes: 1.00 0.51 0.49 1.00 0.77 0.23 1.00 1.49 0.51 1.00 1.89 0.11Finat sar.: 1600 82I 7'19 7600 1234 366 1600 2388 BI2 1600 3028 1-'72


vo1/sut, O.09 0.14 0.14 0.05 0.15 0.15 o.02 0.2I 0.2I 0.10 0.26 o-26crit Moves. **** **** **** ************************************************************************************

Traffix 7.6.0115 (c) 2003 Dowting Assoc. Licensed to URS CORP., SANTA ANA, CA

AM-WP Sun Aug 30, 2015 I2:43:L3 Page 11-1


Morning Peak Hour

Level Of Service Computation Report2000 HCM Unsignalized Method (Future VolLme Alternative)

********************************************************************************Tntersection #7 Grimes Canyon Road (SR-23) at Wayne's Way lCounty of Ventura]* * ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *

Average DeJ-ay (sec/veh): 0.8 Worst Case LeveÌ Of Service: Ct 15.11********************************************************************************Approach: North Bound South Bound East Bound v{est BoundMovement: L _ T - R L - T _ R L - T - R L - T - R

-l---------ll---------ll---------ll---------------lControf: Uncontroffed Uncontroffed Stop Sign Stop SignRights: Incfude Inctude Include IncludeLanes: 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1! 0 0

t---------------ll---------------ll---------------ll---------------lVolume Module:Base Vol: 0 206 6

Growth Adj : 1 .00 1.00 1.00Initial Bse: 0 206 6

AddedVol: 0 0 39PasserByvol: 0 0 0

Initial Fut: O 206 45User Adj : 1.00 1.00 1.00PHF Adj : 1.00 1 .00 1 .00PHF Vol-ume: 0 206 45Reduct Vof: 0 0 0Final Vof. : 0 206 45Critical Gap Module:CriticaÌ Gp:xxxxx xxxx xxxxxFollohrupTím: xxxxx xxxx xxxxx

Cnfl-ict Vol: xxxx xxxx xxxxxPotent Cap.: xxxx xxxx xxxxxMove Cap.: xxxx xxxx xxxxxVolume/Cap: xxxx xxxx xxxx

-l---------------lLevel Of Service Module:Queue: xxxxx xxxx xxxxxStopped Def:xxxxx xxxx xxxxxLOS by Move: * * *Movement: LT - LTR - RT

Shared Cap.: xxxx xxxx xxxxxSharedQueue:xxxxx xxxx xxxxxShrd StpDel:xxxxx xxxx xxxxxShared LOS: * * *ApproachDel: xxxxxxApproachlOS: *

6

1 .006

I10

231.001 .00

230

ZJ

5881.00

5BB0

0

5881.001.00

5880

588

01 .00

00

0

0

1 .001 .00

000

01.00 1

000

0

1.00 1

1.00 1

000

1.00 1

1.00 1

000

.00

.0011

011

6.2

0000 1.0000

26000

26000 1.0000 1.0026000

260


vvvYXXXX

000

0000

0000

000

01 .00

00

0

0

1

0

1.000

110

111

1

Î3.54.r2-2

251 xxxx xxxxx xxxx xxxx xxxxx 863 xxxx 2291326 xxxx xxxxx xxxx xxxx xxxxx 328 xxxx 8161326 xxxx xxxxx xxxx xxxx xxxxx 324 xxxx 8160.02 xxxx xxxx xxxx xxxx xxxx 0.08 xxxx 0.01

| --------------- ) | --------------- | I --------------- |

0.1 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx?. B xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxxA********

LT - LTRxxxx xxxx0.1 xxxx7 .8 xxxxA*xxxxxx

*

LT - LTRxxxx xxxx


xxxxxx*

-RTVVYYY

XXXXXXXXXX

LTxxxx

YVvvq

xxxxx

_RTxxxxxxxxxxXXXXX

_RTxxxxxxxxxxXXXXX

- LlK

3940.3

1E If J. f

c15.1

C


AM-ü]P Sun Aug 3Ot 20L5 12:43"13 Page 72-I

lrlayne J. Sand and Gravel Mine Project Traffic StudyExisting PIus Project

Morning Peak Hour

Level Of Service Computation ReportICU 1(Loss as CycJ-e Length g) Method (Future Vofume Alternative)

********************************************************************************Intersection #8 V,latnut Canyon Road (SR-23) at Casey Road [City of Moorpark]********************************************************************************Cycle(sec):l00CriticafVol-"/Cap'(X):0'919Loss Time (sec) : 10 (Y+R : 4 sec) Average Delay (sec/veh) : xxxxxxOptimaf Cycle: 1OO Level Of Service3 E

********************************************************************************Approach:NorthBoundSouthBoundEastBoundV'lestBoundMovemENt: L - T - R L - T - R L - T - R L - T - R

-l---------ll---------ll---------ll---------------lControl: Prot+Permit Permitted Protected ProtectedRj-ghts: Incl-ude Incfude Include IncfudeMin.creen: O O O O 0 O 0 0 0 0 0 0

Lanes: 1 O 1 O O 0 O 0 1 O 1 0 0 0 1 0 0 0 0 0

-l---------ll---------ll---------ll---------------lVolume Module:Base Vol- z 31-4

Growth Adi: 1.00Ini-tial- Bse: 314Added Vol: 0

PasserByvol-: 0

fnitiaf Fut: 314User Adj : 1.00PHF Adj : 1.00PHF Volume: 314Reduct Vol-: 0

Reduced Vof: 314PcE Adj : 1.00 1 .00MLF Adj : 1.00 1.00Final Vol-. : 3L4 304

Saturation Fl-ow Module:Sat/Lane: 1600 1600Adjustment: 0.94 1.00Lanes: 1.00 1.00Finat Sat.: 1500 1600

00 1

00 1

26

100010

00 1.0000 1.0070

1 600o.940.04

60

1600 16000.94 1.001 .00 0.001500 0

1 6000.941.001 500

00 160094 1.0000 0.0000

1 6000.940. 00

0

2681.00 1

268Jtl

0304

1.00 1

1.00 1

3040

304

260026

00

¿ô000026

0

1

1.00 1

1

0

01

1.00 1

1.00 1

26L1.0026r

00

26r1.001.00

2670

26r1.001.0026r

0

1.0000

00

1.001.00

00

0I .001.00

0

0

1 .000

0

00

1.001 .00

0

0

01.001.00

0

000

000

00000

000

00

L

0 60300 1.00 1

0 603o24000 62'7

00 1.00 1

00 1.00 1

0 627000 62'7

00 1.00 1

00 1.00 1

0 621

00 160094 1.0000 0.960 1s36

000

0

00

0

01 .00

0

00

01 .001.00

000

1 .001 .00

0

1

1

0000

261 1

11 .000

760.0.

009400

0

I60.0.

L60.0.

-l---------ll---------ll-----------Capacity AnalYsis Modufe :

vor/sat: O.2L 0.1'g O.OO 0.00 0.41 0'44 0'00 0'00Crit MOVeS. **** **************************************************************

---- I I --------------- |

0.17 0 .00 0.00 0.00

**********************

Traffix 7.6.0115 (c) 2O03 Dowling Assoc. Licensed to URS coRP./ SANTA ANA' CA

AM-WP Sun Aug 30, 2015 12:43:I3 Page 13-1

htayne J. Sand and Gravel Mine Project Traffic StudyExisting Pfus Project

Morning Peak Hour

Level Of Service Computation ReportICU 1 (Loss as Cycfe Length 8) Method (Future volume Alternative)

********************************************************************************Intersection #9 Moorpark Avenue (SR-23) at Poindexter Avenue lcity of Moorpark]********************************************************************************Cycle (sec) : 100 Critical Vol .,/Cap' (X) : 0 ' 579

Loss Time (sec): 10 (Y+R : 4 sec) Average Defay (sec/veh): xxxxxxOptinal CycJ-e: 38 Level Of Service; A********************************************************************************Approach: North Bound South Bound East Bound vüest Bound

MovemENt: L - T - R L - T _ R L _ T - R L - T - R

-l---------ll---------ll---------ll---------------lControl-: Protected Pïotected Split Phase Split Phase

Rights: Incfude Include Incfude IncludeMin.creen: O O O O O O 0 0 0 0 0 0

Lanes: 10010101010101010010t---------------ll---------------ll---------------ll---------------l

Vol-ume Module:Base VoÌ:. 82Growth Adj : 1.00Initial Bse: 82Added Vol: 0PasserByvol-: 0

Initiaf Fut: 82User Adj: 1.00PHF Adj : 1.00PHF Volume: 82Reduct Vol: 0

Reduced Vol-: 82PcE Adj : 1.00MLF Adj : 1.00Final Vol. : 82

3191 .00

31936

0

3551 .001 .00

.Etr

0

3551 .001 .00

355

101.00 1

100

0

101.00 1

1.00 1

100

101.00 r1.00 1

10

1 35200 1.001 352o24007 376

00 1.0000 1.007 3'7600't 31 6

00 1.0000 1.001 3'76

2021.00

20200

2021 .001 .00

2020

2021 .001 .00

202

2281 .00

2280

0a)a

1.001 .00

2280

2281 .001 .00

228

111 .00

1100

111.001.00

110

111.001 .00

11

1361 .00

1360

0136

1.001.00

1360

1361.001.00

136

5

1.005

0

0

1.001 .00

50

1 .001 .00

5

431.00

4300

431.001.00

430

431.001 .00

43

I130013

00

130000IJ

013000013

1

1

1

1

-l---------ll---------ll---------ll---------------lSaturation FIow Modufe:Sar/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600

Adjusrment: 0.94 1. OO 0.94 0.94 1.00 o.94 0.94 1.00 o.94 0.94 1.00 o -94LaÀes: 1.OO 0.9? O.03 1.OO 1.OO 1.00 I.00 O.21 0.73 1.00 0.77 O.23

Final sat.: 1500 1556 41 1500 1600 1500 1500 439 10BB 7500 7229 348

-r---------ll---------ll---------ll---------------lcapacity Anafysis Module :

vor/sut, o. 05 0.23 0.24 o. OO 0.24 0.13 0.15 0.03 0. 13 0.00 0.03 0.04crit Moves. **** **** **** ************************************************************************************

Traffix 7.6.0115 (c) 2003 Dowling Assoc. Licensed to URS CORP" SANTA ANA' cA

AM-ü1P Sun Aug 30, 2015 12:43:.73 Page 14-1

Wayne J. Sand and Gravel- Mine Project Traffic StudyExisting Plus Project

Morning Peak Hour

Level Of Service Computation ReportICU 1(Loss as Cycle Length ?) Method (Future Vofume Afternative)

********************************************************************************Intersection #10 Spring Road at Los AngefesAve (SR-118) tCity of Moorparkl********************************************************************************Cycte (sec) : 100 Critical Vol .,/Cap. (X) : 0.686Loss Time (sec): 0 (Y+R = 4 sec) Average Delay (sec,/veh): xxxxxxOptinal Cycle: 13 Level- Of Service: B********************************************************************************Approach: North Bound South Bound East Bound West BoundMovement: L - T - R L - T _ R L - T _ R L - T _ R

-t---------ll---------ll---------ll---------------lControl: Protected Protected Protected ProtectedRights: fncl-ude Ovl Include Ovl-Min.Green: 0 0 0 0 0 0 0 0 0 0 0 0

Lanes: 2 O 1 1 O 2 0 1 0 1 2 O 2 O 1 1 0 2 0 1

t---------------ll---------------ll---------------ll---------------lVolume Modufe:Base VoI: 193Growth Adj : 1.00Initial Bse: 193Added Vol: 0

PasserByVol: 0

Initial Fut: 193User Adj : 1.00PHF Adj : 1.00PHF Volume: 193Reduct VoI: 0

Reduced Vol-: 193PCE Adj : 1.00MLF Adl : 1.00Flnal- VoL: 193

3131 .00

31300

3131.001.00

3130

3131 .001 .00

313

8300B3

00

83000083

083000083

3621.00

3620

0

3621.001 .00

3620

3621 .001 .00

362

4101.00

4100

0410

1 .001 .00

4100

4101.001.00

410

541 .00

5400

541 .001 .00

540

541 .001 .00

\¿.

T2B1 .00

7280

0728

1.001.00r28

01ao

1 .001 .00r28

9931.00

99324

0

10171.001.001017

010171.001.001017

2ro1.00

27000

2r01.001.002r0

02r0

1.001.002ro

120012

0

0'72

000012

0

000012

9101.00

91036

010061 .001 .00100 6

010061 .001 .00100 6

2841.00

28400

2841 .001 .00

2840

2841.001.00

284

1

1

1

1

1

t---------------ll---------------ll---------------ll---------------lSaturation Flow Modufe:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600Adjustment: 0. 94 1 .00 0. 94 0 .94 1 .00 O .94 0 . 94 1.00 O.94 0. 94 1.00 0. 94

Lanes: 2.00 1.58 0.42 2.00 1.00 1.00 2.00 2.0O 1.00 1.00 2.00 1.00Finaf sar.: 3000 2529 629 3000 1600 1500 3000 3200 1500 1500 3200 1500

-r---------ll---------ll-'-------ll---------------lCapacity Analysis Module :

vol/Sat: O .06 O .72 0.13 0 .72 0.26 0 .04 0.04 0.32 0. 14 0.05 0.31 0.19crit Moves. **** **** **** ************************************************************************************

Traffix 7.6.0115 (c) 2003 Dowling Assoc. Lj-censed to URS CORP., SANTA ANA' CA

PM-WP Sun Aug 30, 2015 12:44:3'7 Page 1-1


Evening Peak Hour

Scenario:

Comrnand:Vol-ume:Geometry:Impact Fee:Trip Generation:Trip DistributionPaths:Routes:Configuration:

Scenario ReportPM_WP

PM-hlPPM

Exi stingDefault Impact FeePM

PM

Default PathsDefaul-t RoutesExi sting

Traffix 7.6.0115 (c) 2OO3 Dowling Assoc. Licensed to URS CORP.f SANTA ANA, CA

PM-!ÙP Sun Aug 30, 2015 12:44:31 Paqe 2-I


Evening Peak Hour

Zone# Subzone Anount Units


Forecast for PM

RateIn

RateOut

Trips Trips Total Z OfTrips TotalIn Out

1 üIayne J. San 1.00 MiningZone 1 Subtotal

1515

19I9

34 100.034 100.0

15.00 19.00

TOTAL 15 19 34 100.0

D


PM-WP Sun Aug 30, 2015 12:,44'.31 Page 3-1


Evening Peak Hour

Turninq Movement ReportPM

Volume Northbound Southbound EastboundType Left Thru Right left Thru Right Left Thru Right

S1 Moorpark Avenue (SR-23) at Los Angel-esAvenue (SR-118)Base 41 64 131 200 96 106 I29 923 25Added0OO7200000rotal- 47 64 131 272 96 106 I29 923 25

htestbound Total-Left Thru Right Volume

ICity of Moorpark]255 91,4 91

0010255 9r4 101

298r22

3 003

#2 Moorpark Avenue (SR-23) at HighBase 33 225 337 60 22OAdded0100072Totaf 33 235 33'7 60 232

#3 GrimesBaSeAddedTotal

#6 R streetBase 2I3Added 3

Totaf 216


Added 0 0 11Total- 0 554 12


Base 146 653 0

Added 0 10 0

Totaf 146 663 0


Street [City of Moorpark]'7 I 20 41 262 7400000018204126214

C

350

35

anyon Road509 0100

519 0

( sR-2 3) at Broadvray Road [County of Ventura]02733581033000r2 1100000225368203300

810

81

6B

068

130822

1330

90624

930

#4 Grimes Canyon Road South at Broadway Road [County of Ventura]Base70103000052 I'75530Added00100000010rota]1O104000052I15630

0

00

0

00

3

6

9

0

0

0

00

0

2642

z6t)

#5 Grimes Canyon Road South at Los Angeles Avenue (SR-118) lCounty of Ventura]Base 0 O O 30 0 61 91 900 0 0 152 32 1866AddedO0O0O11000002rotaÌ O O 0 30 O 62 92 900 0 0 152 32 1868

(SR-23) at Ventura Street (SR-126) [City of Filfmore]262 r4r 725 1,26 4 0 '7 3 B 91 95 rrl 665

0300000220262 r44 L25 126 40 13 891 91 \r9 665

3) at Wayne's !üay fCounty of Ventura]2201000030500000130'7201 0000160

( sR-2

SR

28r610

2826

11035

805

13 6822

1390

23) at Casey Road [City of Moorpark]034291002080or200000035491002080

(SR-23) at Poindexter Avenue ICity of Moorpark]24 11 44r 25r 309 24 126 18 31

00r200000024 11 453 257 309 24 126 18 31

190

I9

]-68422

1706

Traffix 7.6.0115 (c) 2OO3 DowJ-ing Assoc. Licensed to URS CORP., SANTA ANA' CA

PM-!ÙP Sun Aug 30' 2015 L2:4423'7 Paqe 3-2


Evening Peak Hour





#10 Spring Road at Los AngelesAveBase 24'7 322 64 4O4 365Added00000Total 247 322 64 404 365

(SR-118) tCitY of MoorParkl60 111 988 341 144 105300L20010

60 111 1000 347 r44 1'063

4220

422

4521-¿¿

4543

Traffix 7.6.0115 (c) 2003 Dowfing Assoc. Licensed to URS CORP'' SANTA ANA' cA

PM-!ÙP Sun Aug 30, 2015 12:44:39 Page 4-1

Wayne J. Sand and Gravel- Mj-ne Project Traffic StudyExisting PÌus Project

Evenj-ng Peak Hour

Intersection








hlal-nut Canyon Road (SR-23) at


Spring Road at Los AngefesAve

#1+2#3#4#s#6+'t#8#e#10


BaSeDeI/ v/

LOS Veh C

B xxxxx 0.639

A xxxxx 0.595

B 0. 0 7.024

A 9.1 0.000

C xxxxx 0.719

D xxxxx 0.811

B 13.3 0.000

B xxxxx 0.647

B xxxxx 0.654

C xxxxx 0.715

Futureoel/ v/

LOS Veh C

B xxxxx 0.650

A xxxxx 0.595

B 0.0 1.046

A 9.1 0.000

C xxxxx 0.720

D xxxxx 0.815

B 14.3 0.000

B xxxxx 0.653

B xxxxx 0.662

C xxxxx 0.719

Changetn

+ 0.011 v,/c

+ 0.000 v,/c

+ 0.000 D/v

+ 0.005 D/v

+ 0.001 v,/c

+ 0.004 v/c

+ 1.034 D/V

+ 0.006 v/c

+ 0.008 v,/c

+ 0.004 v,/c

Traffix ?.6.0115 (c) 2003 Dowling Assoc. Licensed to URS CORP., SANTA ANA' CA

PM-WP Sun Aug 30, 2015 12:44:39 Page 5-l

V{ayne .f. Sand and Gravel Mine Project Traffic StudyExisting Plus Project

Evening Peak Hour

Level Of Service Computation ReportICU 1(Loss as Cycle Length 8) Method (Future Volume Alternative)

**********!**********************************************************************

Intersection #1 Moorpark Avenue (SR-23) at Los AngefesAvenue (SR-118) [City of M********************************************************************************Cycle (sec) : 100 Critical Vo1 .,/Cap. (X) : 0.650Loss Time (sec) : 10 (Y+R : 4 sec) Average Delay (sec/veh) : xxxxxxOptimal Cycle: 44 Level Of Service: B********************************************************************************Approach: North BoundMovement: L - T - R

-t---------------lControl-: Split PhaseRights: OvIMi-n. Green: 0 0 0

Lanes: 1 1 0 0 1

South BoundL_T-R


OvI000

1 0 1! 0 1

t---------------l

East BoundL_T-R


Incfude000

102r0t---------------l

üIest BoundL-T-R


Ovf000

10201t---------------lt---------------l

Vofume Modul-e:Base Vol:Growth Adj: 1

Initiaf Bse:Added Vol-:PasserByvof:Initial Fut:User Adj: 1

PHF Adj: 1

PHF Vofume:Reduct Vol:Reduced Vol:PcE Adj: 1

MLF Adj: 1

Fi-naf Vol. :

1.00 1

1.00 1

| --------------- | I --------------- |

4T004T

0

0

4I00004L

0

4T000047

641 .00

6400

641 .001 .00

640

641 .001 .00

64

200.00200

T20

2L2.00.002L2

0ZI¿.00.00212

960096

0

0

96000096

0

96000096

1061 .00

10600

1061 .001.00

1060

1061 .001 .00

106

r29 923 251 .00 1.00 1.00r29 923 25

000000

729 923 251.00 1.00 1.001.00 1.00 1.00r29 923 25

0001,29 923 25

1.00 1.00 1.001.00 1.00 1.00r29 923 25

t---------------l

255 9r4 911.00 1.00 1.00255 974 91

0010000

255 974 rol1 .00 1.00 1.001 .00 1.00 1 .00255 9L4 107

000255 9r4 701

1 .00 1.00 1.001 .00 1.00 1 .00255 9r4 rjl

t---------------l

1311.00

1310

0

1

1

1

1

1

1

1

1

131

1310

1311.001.00

131

Saturation Fl-ow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600Adjustment: 0.94 1 .00 O .94 0.94 1.00 0 .94 0.94 1 .00 O .94 0. 94 1 .00 0. 94Lanes: 1.00 1.00 1.00 7.54 O.46 1.00 I.OO 2.92 0.08 1.00 2.00 1.00Final Sat.: 1500 1600 1500 2304 142 1500 1500 4673 119 1500 3200 1500

-t---------ll---------ll---------ll---------------lCapacity Analysis Modufe :

Vol-/Sat: 0.03 0.04 0.09 0.09 0. 13 0.07 0.09 0.20 0 .27 0.I'7 O.29 0.07crit Moves: **** **** **** ************************************************************************************


PM-WP Sun Aug 30, 2OL5 72:44:39 Page 6-1

lrlayne J. Sand and Gravel- Míne Project Traffic StudyExisting PIus Project

Evening Peak Hour

Level Of Service Computation ReportICU 1(Loss as Cycfe Length ?) Method (Future vofume Alternative)

********************************************************************************Intersection #2 Moorpark Avenue (SR-23) at High Street ICity of Moorpark]********************************************************************************Cycle (sec): 100 Critical Vol./Cap. (X): 0'595Loss Time (sec): 10 (Y+R : 4 sec) Average Del-ay (sec/veh): xxxxxxOptimat CycJ-e: 40 Levef Of Service: A********************************************************************************Approach: North Bound south Bound East Bound v{est BoundMOVEMENT: L _ T _ R L - T - R L - T - R L - T _ R

-l---------ll--------ll---------ll---------------lcontrol_: Permitted Permitted split Phase split PhaseRights: Include Incfude Include IncfudeMin.creen: 0 0 0 O 0 0 0 0 0 0 0 0

Lanes: O 1 0 0 1 1 O 0 1 0 0 0 1! 0 0 0 1 0 0 1

-l---------ll---------ll---------ll---------------lVolume Module:Base Vol-: 33Growth Adj : 1.00Initial Bse: 33Added Vol: 0PasserByvol: 0Initiaf Fut: 33User Adj : 1.00PHF Adj : 1.00PHF Volume: 33Reduct Vol: 0Reduced Vol: 33PCE Adj : 1.00MLF Adj: 1.00Finaf VoÌ. : 33

2251 .00

22510

0

2351.001 .00

2350

1 .001 .00

235

J3 t

1 .0033'7

0

0aa-

1 .001 .00

3310

???1.001 .00

601 .00

6000

601.001 .00

600

601.001 .00

60

2201 .00

220I2

0232

1.001.00

¿J¿0

2321 .001.00

232

1

1 .001

00'7

1 .001 .00

'7

0'7

1 .001 .00

1

8

1 .008

0

0

B

1 .001 .00

B

0

B

1 .001 .00

B

000020

020000020

4L

1.0047

0

04I

1.001 .00

4L

0

4I1. 001 .00

4t

2621.00

¿6200

2621.001.00

zóz0

2621.001.00

zoz

741 .00

740

0I4

1 .001.00

I40

I41 .001.00

I4

B11.00

B100

B11.001.00

810

811.001 .00

81

201 .00

2000

201

1

1

1

t---------------ll---------------ll---------------ll---------------lSaturation Flow Modufe:Sat/Lane: 1600 1600 1600Adjustment: 0.94 1.00 O.94Lanes: 0. 12 0. BB 1 .00Final Sat.: 185 1403 1500

1 6000.940.03

44

1600 16000.94 1.000.95 0.051424 81

1 600o .941.001500

1600 16000.94 1.001 .00 0. 971500 1553

1600 16000.94 1.000 .72 0.29

r1 4 464

1 6000.940.59

891

Capacj-ty Anafysis Module:vol,/sar: 0 .o2 o.I1 o .22 0. 04 0. 15 0.16 0.05 0.04 0.05 0.18 0.17 0.05crit Moves. **** **** **** ************************************************************************************

Traffix 7.6.0115 (c) 2O03 Dowling Assoc. Licensed to URS CORP., SANTA ANA' CA

PM-WP Sun Aug 30, 2015 12:44:39 Page 7-1

Wayne J. Sand and Gravel Mine Project Traffic StudyExisting Plus Proiect

Evening Peak Hour


********************************************************************************Intersection #3 Grimes Canyon Road (SR-23) at Broadway Road [County of Ventura]********************************************************************************Cycte (sec) : 1 Critical Vol. /Cap. (X) : 1.046Loss Time (sec): 0 (Y+R : 4 sec) Average Delay (sec/veh): 1-1Optimal- Cycle: 0 Level Of Service: B

********************************************************************************Approach: North Bound South Bound East Bound !Ùest BoundMovement: L - T - R L - T - R L - T - R L - T - R

-r---------ll---------ll---------ll---------------lControl: Yield Sign Stop Sign Stop Sign Stop SignRights: Include Incl-ude Include IncfudeLanes: 1 O 1 0 0 0 0 0 1 0 0 0 11 0 0 0 0 0 0 0

-l---------ll---------ll---------ll---------------lVolume Module:Base Vof: 35Growth Adj : 1.00Initial Bse: 35Added Vol: 0PasserByvol-: 0Initiaf Fut: 35User Adj : 1.00PHF Adj : 1.00PHF Volume: 35Reduct Vof: 0

Final Vol.: 35-l--------- I l---------------l

Saturation Flow Modul-e:Sat/Lane: 0 0 0 0 0 0

Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00Lanes: 1.00 1 .00 0.00 0.00 0. B6 0.14Final- Sat. : 496 496 0 0 415 16

-l--------- ll---------------lCapacity Anafysis Module:Vol/Sat: 0.07 1.05 0.00 0.00 0.47 0 .4-7

CIit MOVeS. **** '****

| --------------- | I --------------- |

0000001.00 1.00 1.00 1 .00 1 .00 1.000.71 0.00 0.29 0.00 0.00 0.0023r093000

| --------------- | I --------------- |

0.3s 0.00 0.3s 0.00 0.00 0.00**** ****1.00 1.00 1.00 1.00 1.00 1.000 .3s 0.00 0.35 0.00 0.00 0.003.9 0.0 3.9 0.0 0.0 0.0

1 .00 1 .00 1.00 1 .00 1.00 1.003.9 0.0 3.9 0.0 0.0 0.0

000000

5091 .00

s0910

0519

1.001 .00

5190

519

1.00 1

1.00 1

000

0000

00

0

1.00 1

213I2

0¿25

1.00 1

1.00 1

00 1

351

0

000036

036

1.00 1

1.00 1

000

.0033

00

33.00.00

22

033

0

00

0

1.00 1

1.00 1

000

00 1.0007 1.05.3 53.300 1 .00.3 s3.300

1 .000.000.0

1 .000.0

0

1 .00 1.000.00 0.47

0 .0 6.01.00 1.000.0 6.0

00

1 .000 .41

6.01.00

6.00

01 .00

0000

000

0

0

0

0

1

0

1.000000

810081

1

0

B20000B2

0B2

1

01.00 1

0

000

0

0

00000

00

0

1

000

0

0

00

0000

000

361

11

L

2250

225

Green/Cycl-eVolume/Cap:Delay/veh:Delay Adj:Adj De1/Veh:DesignQueue

1

0

1

1

********************************************************************************

Traffix 7.6.0115 (c) 2003 Dowling Assoc. Licensed to uRs coRP., SANTA ANA, CA

PM-WP Sun Aug 30' 2015 12:44:39 Page 8-1

Wayne J. Sand and Gravel Mine Project Traffic StudyExisting Pl-us Project

Evenj-ng Peak Hour

LeveI Of Service Cornputation Report2OO0 HCM UnsignaJ-ized Method (Future Vol-ume Alternative)

********************************************************************************Intersection #4 Grimes canyon Road south at Broad\"ray Road Icounty of ventura]********************************************************************************Average Delay (sec/veh): 5.4 üIorst Case Level Of Service: A[ 9.1]********************************************************************************Approach:NorthBoundSouthBoundEastBoundvÍestBoundMovemENt: L - T - R L - T - R L - T - R L - T - R

-l---------ll---------ll---------ll---------------lcontrol: Stop sign stop sign uncontrofled uncontrofledRights:Incl-udelncludelncludelncludeLanes: 0 O 11 0 O 0 0 O O 0 0 0 0 1 0 0 1 0 0 0

-l---------ll---------ll---------ll---------------lVolume ModuleBase Vol:Growth Adj:Initlal Bse:Added Vol:PasserByvol-:Initial Fut:User Adj:PHF AdJ:PHF Vo1ume:Reduct Vof:Finaf Vol. :

Critícal Gap Module:Critical Gp: 6.4 xxxx

103.00103

1

0

104.00.00104

0104

6.2

0000 1.0000000000

00 1.0000 1.00000000

01 .00

0

00

0

1 .001 .00

0

00

o521 .00 1.00

0s20000052

1 .00 1 .001 .00 1.00

o5200o52

T11.00

I100

771.001.00

I10

I1

TE

1.00 1

551

056

1.00 1

1.00 1

560

56

30000 1.003000000

30000 1.0000 1.0030000

300

101.00 1.00

10000070

1.00 1.001.00 1 .00

100010

1

1

1

I

1

1

Fol-f ourupTim: 3.5 xxxx 3.3-l---------------l

Capacity Module:Cnflict Vof: 203 xxxx 67Potent Cap.: 791 xxxx 1010Move Cap.: 768 xxxx 1010VoÌume/Cap: 0.01 xxxx 0.10

-l---------------lLevel- Of Service Modul-e:Queue: xxxxx xxxx xxxxxStopped Def:xxxxx xxxx xxxxxLOS by Move: * * *MoVeMCNt: LT - LTR - RT

Shared Cap.: xxxx 991 xxxxxSharedQueue: xxxxx 0. 4 xxxxxShrd StpDel:xxxxx 9.1 xxxxxShared LOS: * A *

ApproachDel: 9.1ApproachlOS: A

xxxxx xxxx xxxxx xxxxx xxxx xxxxxxxxxx xxxx xxxxx xxxxx xxxx xxxxx| --------------- | I --------------- |

xxxx xxxx xxxxx xxxx xxxx xxxxxxxxx xxxx xxxxx xxxx xxxx xxxxxxxxx xxxx xxxxx xxxx xxxx xxxxxxxxx xxxx xxxx xxxx xxxx xxxx

| --------------- | I --------------- |

4 .1 xxxx xxxxx2.2 xxxx xxxxx

l---------------l69 xxxx xxxxx

1545 xxxx xxxxx1545 xxxx xxxxx0.04 xxxx xxxxl---------------l


LT - LTRxxxx xxxx


xxxxxx*


LT _ LTRxxxx xxxx


xxxxxx*

xxxxxxxx

_ LTRxxxx xxxx xxxxx0.1 xxxx xxxxx7.4 xxxx xxxxxA**xxxxxx

*

XXXXXxxxxx

-RTVVYYT

xxxxxxxxxx

xxxxxVVYYV

- Ka

xxxxxXXXXXxxxxx

xxxxxxxxxx

- Kt

0.1'7 .4

ALT

Traffix 7.6.0115 (c) 2003 Dowling Assoc. Licensed to URS CORP./ SANTA ANA, CA

PM_WP Sun Aug 30, 2075 12:44:39 Page 9-1

I¡layne J. Sand and Gravel- Mine Project Trafflc StudyExistj-ng Plus Project

Evening Peak Hour

Level of Service computation ReportICU 1(Loss as Cycfe Length %) Method (Future Volume Alternative)

********************************************************************************Intersection #5 Grimes Canyon Road South at Los Angel-es Avenue (SR-118) [County********************************************************************************Cycle (sec): 100 Criticaf Vol'/cap' (X): O'12O

lãss 1.ime (sec) : 10 (y+R : 4 sec) Average DeJ-ay (sec/veh) : xxxxxxOptimal Cycle: 53 Level- Of Service¡ C

********************************************************************************Approach:NorthBoundSouthBoundEastBoundü¡estBoundMovemENt: L _ T - R L _ T - R L - T _ R L _ T - R

-t---------ll---------ll---------ll---------------lcontrol-: split Phase split Phase Protected ProtectedRights:IncludeTncludelncfudelncludeMin.creen: O O 0 O 0 0 0 0 0 0 0 0

Lanes: 0 0 0 O O 0 O 1l O O 1 0 1 0 0 0 0 1 0 1

-l---------ll---------ll---------ll---------------lVol-ume Modul-eBase VoI:Growth Adj:Initiaf Bse:Added Vol:PasserByvol-:Initial Fut:User Adj:PHF AdJ:PHF Volume:Reduct Vol-:Reduced Vof:PCE AdJ:MLE AdJ:Finaf Vol-. :

01.00 1

0000

00

00000

0

000

0

000

0

00

1.00

1

000

000

00000

000

0000

0

1

30000 1.003000000

30000 1.0000 1.0030000

30000 1.0000 1.00300

1

6L006I

1

0o¿000062

0

62000062

9I1.00

9t1

0

921 .001.00

920

921 .001.00

92

0

1.0000

0

01.001.00

00

0

1 .001.00

0

0

000

0

00

0000

00

00000

0

321.00

00

?)1.001 .00

?20

1.001.00

32

9001 .00

90000

9001.001 .00

9000

9001.001 .00

900

1521.00

00

1.001.00

1Èa

01q)

1.001 .00

'752

1

1

1

1

1

1.00 1 .00 1

1.00 1 .00 1

1

1

1

t

1

11

1

1

t1

1

1000

Saturation FIow Modu.IeSat/Lane: 1600 1600Adjustment: 1.00 1.00Lanes: 0.00 0.00Final Sat.: 0 0

-l---------ll---------ll---------ll---------------lCapaclty AnalYsis Modufe :

vor/sat, o. oo o.0o o. oo o. o6 o. oo 0. 06 0.06 0.56 0.00 0.00 0.47 0 -o2

Crit Moves. **** **** ************************************************************************************

1 6001 .000 .00

0

1 6001 .000.33

5ZZ

00 160000 1 .0000 0.610 1078

1600 16001 .00 1.001.00 1.001600 1600

1 6001.000. 00

0

1600 16001.00 1.000.00 1.00

0 1600

1 6001.001.001 600

I61.0.

Traffix 7.6.0115 (c) 2003 Dowling Assoc. Licensed to uRs coRP./ SANTA ANA' CA

PM-WP Sun Aug 30, 2075 t2:44:39 Page 1-0-1


Evening Peak Hour

Level- Of Service Computation ReportICU l_(Loss as cycte Length å) Method (Future vol-ume Alternative)

********************************************************************************Intersection #6 A Street (SR-23) at Ventura Street (SR-126) [City of Fillmore]********************************************************************************Cycle (sec): 1OO Criticaf VoI./Cap' (X): 0'815Loss Time (sec) : 10 (Y+R : 4 sec) Average Delay (sec/veh) : xxxxxxOptimal Cycle: 10 Level- Of Service: D



-l---------ll---------ll---------ll---------------lControf: Protected Protected Protected ProtectedRights:IncÌudelncl-udelncludelncludeMi-n, Green: O 0 O O 0 0 0 0 0 0 0 0

Lanes: 1 0 O 1 O 1 O O 1 0 1 0 1 1 0 1 0 1 1 0

-r---------ll---------ll---------ll---------------lVolume Modul-e:Base Vol:. 213Grohrth Adj : 1.00Initiaf Bse: 273Added Vol-: 3

PasserByvol: 0

Initial Fut: 216User Adj : 1.00PHF Adj : 1.00PHF Volume:. 216Reduct Vol: 0

Reduced Vol: 21'6PCE Adj : 1.00MLF Adj: 1.00Final VoI.: 216

2621 .00

2620

0

2621.001 .00

2620

2621 .001 .00

zb¿

r471.00I4I

3

0r44

1 .001 .00r44

0144

1 .001 .00

1-4 4

1251 .00

7250

0

1251 .001.00

0725

1.001 .00\25

1261.00

1260

0126

1.001.00

1260

1261 .001 .00

126

401 .00

400

0

401.001.00

400

401 .001 .00

40

't31 .00

130

013

1 .001 .00

130

131.001 .00

aa

8911.00

8910

0

8911.001 .00

8910

8911.001.00

891

q6

.00oÃ

2

0o?

.00

.0091

0

91.00.0091

7111.00

r71

0119

1 .001 .00

1190

1191 .001 .00

119

6651.00

6650

066s

1.001.00

6650

6651.001.00

665

6B

1.006B

00

681 .001 .00

680

681.001.00

68

1

1

1

1

1

t---------------ll---------------ll---------------ll---------------lSaturation Ffow Modul-e :

sar/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600

Adjustmenr: 1.00 1.00 1.00 1.00 1.oo 1.oo 1.00 1.00 1.00 1.00 1.00 1-00Lanes: 1.00 0.65 0.35 1.OO 0.?6 0.24 1.00 1.80 0.20 1.00 1.81 0.19Finaf sat.: 1600 1033 561 7600 I2I4 386 1600 2886 314 1600 2903 291

-l---------ll---------ll---------ll---------------lCapacity Analysis ModuÌe :

vot/sat: 0.74 0.25 0.25 0.oB o.10 0.10 0.05 0.31 0.31 0.o1 0.23 0-23crit Moves. **** **** **** ************************************************************************************


PM-IiIP Sun Aug 30, 2015 72 44:39 Page 11-1

Wayne J Sand and GraveÌ Mine Project Traffic StudyExisting Pl-us Project

Evening Peak Hour

Levef Of Service Computation Report20OOHcMUnsignalizedMethod(FutureVolumeA]-ternative)

********************************************************************************Intersection#TGrimescanyonRoad(SR-23)ath]ayne'SI¡IaylCountyofVentura]********************************************************************************Average Delay (sec/veh): 0.5 worst case Levef of service: Bt 14'31********************************************************************************Approach: North Bound South Bound East Bound West Bound

MovemENt: L - T - R L _ T - R L - T - R L - T - R

-l---------ll---------ll---------ll---------------lControl: Uncontrolled Uncontrolled Stop Sign Stop Sign

Rights: fncfude lnclude Include IncÌudeLanes: O O 0 1 O O 1 O O 0 O 0 0 0 0 0 0 1! 0 0

-l---------ll---------ll---------ll---------------lVolume ModuleBase VoI:Growth Adj:Initial Bse:Added Vol:PasserByvol:Initial Fut:User Adi:PHE AdJ:PHF Volume:Reduct Vol:Finaf Vol. : 0 554 12

Critical Gap Module:Critical- GP:xxxxx xxxx xxxxxFolJ-owUpTim:xxxxx xxxx xxxxx

-t---------

5541 .00

5540

0554

1.001 .00

1

1.00 1

I11

0

I21.00 1

1.00 r72

0

3

1.00 1

3

130

2

.002

01

.00

01 .00

00

00

1

0

00000

0

0000

00

0

0

0000

00

3

1.003

6

0

9

009

09

20'71.00 1

20100

2011.00 1

1.00 1

20'70

20'1

LTRxxxxvqxxxxxx

xxxxxx

00000 1 .00 1.00000000000000

00 1 .00 1.0000 1.00 1.00000000000

00 1.00 r00 1.00 1

16 000

16 0

I61

1

7

1

001.001 .00

0 55400

001

01

6.4aÉ

¿. 1

2.2

0B

0.08.6

xxxx xxxxx xxxxx xxxx xxxxxxxxx xxxxx xxxxx xxxx xxxxx xxxx

6

3

2

3

566 xxxx xxxxx xxxx xxxx xxxxx 781 xxxx 560



0.01 xxxx xxxx xxxx xxxx xxxx 0.04 xxxx O'02

| --------------- | I --------------- | | --------------- |

0 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx6 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx

********

Capacity Modufe:Cnflict Vol: xxxx xxxx xxxxxPotent CaP,: xxxx xxxx xxxxxMove Cap.: xxxx xxxx xxxxxVofume/Cap: xxxx xxxx xxxx

-t---------------lLevel- Of Service Module:Queue: xxxxx xxxx xxxxxStopped Def:xxxxx xxxx xxxxxLOS by Move: * * *



ApproachDel: xxxxxxApproachlOS: +

-RT LT-LTRxxxxx xxxx xxxxxxxxx xxxxx xxxxxxxxx xxxxx xxxx***

xxxxxx*

LI _

xxxx

A

A

_RT LTxxxxx xxxxxxxxx xxxxxxxxxx xxxxx**

LTR4II0.2

1¿ ?

B14 .3

B

-RTxxxxxxxxxxXXXXX

Traffix ?.6.0115 (c) 2003 DowÌing Assoc' Licensed to URS CORP'' SANTA ANA' CA

PM-WP Sun Aug 30, 2015 !2:44:39 Page I2-I

Wayne J. Sand and Gravel Mine Project Traffic StudyExisting PIus Project

Evening Peak Hour

LeveÌ Of Service Computation ReportICU 1 (Loss as Cycle Length å) Method (Future Vofume Afternative)

********************************************************************************Intersection #B Walnut Canyon Road (SR-23) at Casey Road [City of Moorpark]********************************************************************************Cycle (sec) : 100 critj-caf Vol-. /Cap' (X) : 0' 653

Loss Tj_me (sec) : 10 (Y+R : 4 sec) Average Del-ay (sec/veh) : xxxxxxOptimaf Cycle: 9I Levef Of Service: B

*********************************************************+**********************Approach: North Bound south Bound East Bound west Bound

MovemeNt: L - T - R L - T - R L - T - R L - T - R

-l---------ll---------ll---------ll---------------lcontrol-: Prot+Permit Permitted Protected ProtectedRights: IncÌude Incl-ude Incl-ude Includel¿in. Green: 0 O 0 0 0 0 0 0 0 0 0 0

Lanes: 1 0 1 0 O O 0 0 1 0 1 0 0 0 1 0 0 0 0 0

t---------------ll---------------ll---------------ll---------------lVolume Module:Base Vol:. 146Growth Adj : 1.00Initial Bse: 746Addeo vol: u

PasserByvol: 0

Initial- Fut: 146User Adj : 1.00PHF Adj : 1.00PHF Volume: 146Reduct VoI: 0

Reduced Vol-: 146PCE Adj: 1.00MLF Adj : 1.00Final- Vol.: 146

6531.00 1

65310

0663

1.00 1

1.00 1

6630

6631.00 1

1.00 1

663

0000 1.0000000000

00 1 .0000 1 .00000000

00 1 .0000 1 .0000

3421.00 1

342I2

0354

1.00 1

1.00 1

3540

3541.00 1

1.00 1

354

1001.00 1.00

10 0

0000

1001.00 1.001 .00 1.00

208 01.00 1.00 1.208 0

0000

208 0

1.00 1 .00 1.1.00 1 .00 1.208 0

00208 0

1.00 1 .00 1.1.00 1 .00 1.

9

009

00

9

0000

9

0

9

0000

9

000

0000

0000

00

00000

0

1

000

0

0

00

0000

000

0000

0

1

1

Saturation Floh¡ Modufe:Sat/Lane: 1600 1600Adjustment: 0.94 1.00Lanes: 1.00 1.00Fina1 Sat.: 1500 1600

100

101 .001.00

1 6000.940. 00

0

00 160094 1.0000 0. 980 1560

1 6000.940.02

31

1 6000.941.0015 00

000

1.001.00

I60.0.

I60.(J.

1

1

1002080

1600 16000.94 1.001 .00 0.001s00 0

00 160094 1.0000 0.0000

1 600nq¿0.00

0

-l---------ll---------ll---------ll---------------lCapacity Anafysis Modufe :

vot/sat: 0.10 0.41 0. oo 0.00 0.23 0 .24 0.01 0.00 0. 14 0.00 0.00 0.00Crit MOVSS. **** ************************************************************************************

Traffix 7.6.0115 (c) 2003 Dowlíng Assoc. Licensed to URS CORP., SANTA ANA, CA

PM-WP Sun Aug 30, 20l-5 12:44:39 Page 13-1

üfayne J. Sand and Gravel Mine Project Traffic StudyExisting Plus Project

Evening Peak Hour

Levef Of Service Computation ReportICU l-(Loss as cycle Length %) Method (Future vofume Alternative)

********************************************************************************Intersection #9 Moorpark Avenue (SR-23) at Poindexter Avenue lcity of Moorpark]* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *

Cyc1e (sec) : 100 Crit j-caf Vol .,/Cap' (X) : 0 '662Loss Time (sec): 10 (Y+R = 4 sec) Average Del-ay (sec/veh): xxxxxxOptimal Cycle: 46 Levet Of Service: B


Movementr L - T - R L - T - R L - T - R L - T - R

-l---------ll---------ll---------ll---------------lcontrol: Protected Protected Split Phase split Phase

Rights:IncludelncludelncludelncludeMin.Green: 0 0 O 0 O 0 0 0 0 0 0 0

Lanes: 1 O O 1 O 1 O 1 O 1 0 1 0 1 0 1 0 0 1 0

r---------------ll---------------ll---------------ll---------------lVolume Modufe:Base Vol: 59 317 24

croh¡thAdj: 1.00 1.00 1.00Initial Bse: 59 31I 24Added Vol-: 0 10 0

PasserByvof: 0 0 0

Initial Eut: 59 381 24User Adj : 1.00 1.00 1 .00PHF Adj : 1.00 1 .00 1 .00PHE Vofume: 59 381 24Reduct Vol: 0 0 0

Reduced Vof: 59 381 24PcE Adj : 1.00 1.00 1.00MLFAdj: 1.00 1.00 1.00Finaf Vot.: 59 381 24

-l---------------lSaturation Flow Module:Sat/Lane: 1600 1600 1600Adjustment: 0.94 1.00 0.94Lanes: 1.00 0 . 94 0.06Fina] Sat.: 1500 1505 89

309 24 1261 .00 1.00 1 .00309 24 126

000000

309 24 1261 .00 1 .00 1.001 .00 1 .00 1.00309 24 126

000309 24 126

1 .00 1.00 1.001.00 1.00 1.00309 24 126

l---------------l

18 31 191.00 1.00 1.00

18 31 79000000

18 31 191 .00 1.00 1.001.00 1.00 1.00

18 31 19000

18 31 791.00 1.00 1.001.00 1.00 1.00

18 31 19

t---------------l

11 44r 25L1.00 1.00 1.00

11 44r 251o720000

11 453 2571 .00 1.00 1 .001 .00 1.00 1 .00

11 453 25r000

11 453 25r1.00 1.00 1.001 .00 1 .00 1 .00

11 453 25Lt---------------1600 16000.94 1.001.00 1.001500 1600

1 6000.941 .001 500

1 6001 .000 .62

992

1600 16000.94 1.001.00 0.451500 122

1 6000.940. 55

824

1 6000.941 .001500

1 600o.940. 38

570

Capacity Analysis Module:Vof/Sat: 0 .O4 0.25 0

Crit Moves ' ****21 O . 01 0.28 O .7'l 0 .21 0.03 0. 15 0.01 0.03 0.03

**** **** ************************************************************************************

Traffix 7.6.0115 (c) 2003 Dowling Assoc. Licensed to URS coRP', SANTA ANA, CA

PM-WP Sun Auq 30, 2015 L2:44:39 Page 14-1

V{ayne J. Sand and Gravef Mine Proiect Traffic StudyExisting Pfus Project

Eveni-ng Peak Hour

Level Of Service Computation ReportICU 1(Loss as Cycle Length %) Method (Future Volume Al-ternative)

********************************************************************************Intersection #10 Spring Road at Los AngelesAve (SR-118) tCity of Moorparkl********************************************************************************Cycle (sec): 100 criticat vo1./Cap. (x): 0-179Loss Time (sec) : 0 (Y+R = 4 sec) Average Defay (sec/veh) : xxxxxxOptimal- Cycle: 81 Levef Of Service: C


-t---------ll---------ll---------ll---------------lControf: Protected Protected Protected ProtectedRights: Incfude Ovl fnclude Ovl-Min.creen: O 0 0 0 0 0 0 0 0 0 0 0

Lanes: 2 O 1 1 O 2 0 1 0 1 2 0 2 0 1 1 0 2 0 1

t --------------- | --------------- l l --------------- l l --------------- l

Vol-ume Module:Base Vol | 241 322 64Growth Adj : 1.00 1 .00 1 .00Initial Bse: 247 322 64Added Vol-: 0 0 0PasserByvof: 0 0 0Initial Fut: 241 322 64User Adj : 1 .00 1.00 1 .00PHF Adj: 1.00 1.00 1.00PHF Vol-ume: 24'7 322 64Reduct VoI: 0 0 0

Reduced Vof: 241 322 64PcE Adj : 1.00 1 .00 1 .00MLF Adj : 1.00 1 .00 1 .00Final Vol. : 241 322 64

-l---------------lSaturation Flow Modufe:Sat/Lane: 1600 1600 1600AdjustmentLanes:Final Sat.

404 365 601 .00 1.00 1 .00404 36s 60

000000

404 365 601 .00 1 . 00 1.001.00 1.00 1.00404 365 60

000404 365 60

1 .00 1.00 1 .001 .00 1.00 1 .00404 365 60

t---------------l1600 1600 r600

111 988 34L1.00 1.00 1.00111 988 347

oL20000

111 1000 34r1.00 1.00 1.001.00 1.00 1.00111 1000 34r

000111 1000 341

1 .00 1.00 1.001 .00 1.00 1.00111 1000 341

t---------------l1600 1600 1600

144 1053 4221.00 1.00 1.00144 1053 422

0100000

144 1063 4221 .00 1.00 1 .001 .00 1.00 1 .00r44 l-063 422

000r44 1063 422

1.00 1.00 1.001.00 1.00 1.00!44 7063 422

t---------------l1600 1600 1600

0 .942 -00300 0

1 .00 0 . 94 0. 94 1 .00 0 .94 0. 94 1 .00 0. 94 0.94 1.00 0 -947.61 0.33 2.00 1.00 1.00 2.oo 2.oo 1.00 1.00 2.00 1.002669 491 3000 1600 1500 3000 3200 1500 1500 3200 1500

-r---------ll---------ll---------ll---------------lCapacity Analysis Module :

vof/Sat: 0.08 0.12 0.13 0.13 0.23 0.04 0.04 0.31 0.23 0.10 0.33 0 .28crit Moves. **** **** **** ************************************************************************************

Traffix 7.6.0115 (c) 2003 Dowling Assoc. Licensed to URS CORP.f SANTA ANA, CA

Apprruorx D

ITTTRSEcTIoT ANALYSIS WORKSHEETS

YrnR (2025) Plus CUMULATTvT CoNDrroNS

AM 2025+Cu Mon Aug 37t 2075 II:2O232 Page 1-l

Wayne J. Sand and Gravel Mine Project Traffic StudyYear 2025 Plus Cumulative

Morning Peak Hour

Scenario:

Cornmand:Vofume:Geometry:Impact Fee:Trip Generation:Trip DistributionPaths:Routes:Configuration:

Scenario ReportAI4 2025+Cu

ÞM 2025AM 2025Exi stingDefault Impact FeeAMAMDefault PathsDefault Routes2025

Traffix 1.6.OII5 (c) 2OO3 Dowling Assoc. Lícensed to URS coRP., SANTA ANA, CA

AM 202S+Cu Mon Aug 3L, 201-5 II:20:32 Page 2-I

Wayne ,f. Sand and Gravel Mine Project Traffic StudyYear 2025 Plus Cumulative

Morning Peak Hour

Zone# Subzone


Forecast for AM

RateAmount Units In

RateOut

Trips Trips Total- I OfTrips TotalIn Out


52.00 37.00 c,2

52373'7

89 100.089 1_00.0

TOTAL 52 31 89 100.0


AM 2025+Cu Mon Aug 31, 2015 17:.20:32 Page 3-1

Wayne ,J. Sand and Gravel Mine Project Traffic StudyYear 2025 Plus Cumulative

Morning Peak Hour



#1 Moorpark Avenue (SR-Base 28 38 159Added 0 0 0

Total- 28 38 15 9

Base 0 558 134 350Added01600lotal 0 51 4 134 350


Base 65 624 0

Added 0 16 0

Totaf 65 640 0



V{estbound TotalLeft Thru Right Vol-ume

#2 Moorpark Avenue (SR-23) at High Street lCity of Moorpark]

23) at Los AngeÌesAvenue (SR-118)43'r. 74 80 130 1200 50

11 O 0 0 0 0

448 14 B0 130 1200 50

lCity of Moorparkl12 ]-249 4510 0 16

'12 1249 413

3 91421

3941

B70

B'l

2660

26t)

186621

1a02

1899

r926

6040

604

lcounty of Ventural0 810 21 306500000 810 2t 3065

514463

520'7

180821

1835

30311

314

10 r5200

10 r52

303

00

0

303

SR 23\ at Broadhray Road [County of Ventura]01078 35 42 0 55 0

o 11 0 0 0 0 0

o1oB9 35 42 0 55 0

County of Ventural81 16 253 620000

81 L6 253 62

#4 Grimes Canyon Road South at Broadway Road I

BaSEAddedTotal

000

000

000

0

00

0

00

0

0

0

0

0

0

00

0

#5 Grimes Canyon Road South at Los Angeles AvenueBase O 0 O 29 0 85 662054AddedO0OO0000Total- 0 O O 29 0 85 662054

#6 A Street (SR-23) at Ventura Street (SR-126) [City of Fi]-fmorelBase4262.7o206113266906910003095L3782IAdded13013OOO0018t90Totaf43921o2I91132669069100032.75321821


Base 0 623 6

Added 0 16 0

Total 0 639 6

at Wayne's l¡tray [County of Ventura]

1B0

18

1680

168

(SR9

09

II4'711

115 8

760

16

(sR-1180

00

sR-2 3 )00

0

6T0

61

720

1-2

000

4

04

0

00

00

0

0

0

0

#B Wafnut Canyon Road (

Base 385 882 0

Added 0 16 0

Totat 385 898 0

3) at casey Road lcity of MoorPark]o 845 1'7 36 0 452 0

o 11 0 0 0 0 0

o 856 '11 36 0 452 0


0 11 O 0 0 0 0 0

6 459 193 229 10 135 4 33

ò R- 200

0

00

0

261121

21 04


100

10

I66I21

1688

Trafflx 7.6.0115 (c) 2003 Dowting Assoc. Licensed to URS CORP', SANTA ANA' CA

AM 2025+cu Mon Auq 3I, 2OtS Itz2O:32 Page 3-2

Wayne ,J. Sand and Gravel Mine Project Traffic StudyYeat 2025 Plus Crmulative

Morning Peak Hour

Vofume NorthboundType Left Thru Right



vÍestbound Total-Left Thru Right Volume

#10 Spring Road at Los AngelesAveBase 254 325 49 350 547Added00000Totat 254 325 49 350 54'7

lCity of Moorpark]106 1303 1s9 1r 1479

0 11 0 0 16106 1314 159 'tr 1495

(sR-118)100

0100

307ñ

307

50502'7

5071

Traffix ?.6.0115 (c) 2003 Dowling Assoc. Licensed to URS coRP.' SANTA ANA, CA

AM 2025+Cu Mon Aug 31,, 2OL5 17:20132 Page 4-1

Wayne J. Sand and Gravel- Mine Prolect Traffic StudyYear 2025 Pl-us Cumul-ative

Morning Peak Hour

lntersection




Grimes Canyon Road south at Br




Walnut Canyon Road (SR-23) at


Spring Road at Los AngelesAve

#1#2#3+4#5+6+1#8+9#10

Tmpact Analysis ReportLevel Of Service

BaseDeL/ v/

LOS Veh C

F xxxxx 1.510

O xxxxx 0.870

F 0.0 1.306

B 10. 6 0.000

F xxxxx 1.455

F xxxxx 1.318

c 2r.5 0.000

F xxxxx 1.273

B xxxxx 0.619

E xxxxx 0.924

FutureDel/ v/

LOS Veh C

F xxxxx 1.510

D xxxxx 0.880

F 0.0 1.319

B 10.6 0.000

E xxxxx 1.455

F xxxxx 1.344

c 22.1 0.000

F xxxxx 1.280

B xxxxx 0.626

E xxxxx 0.929

Changeln

+ 0.000 v,/c

+ 0.010 v/c

+ 0.000 D/v

+ 0.000 D,/v

+ 0.000 v/c

+ 0.026 v/c

+ 0.582 D/V

+ 0.007 v,/c

+ 0.007 v/c

+ 0.005 v/c

Traffix ?.6.0115 (c) 2003 Dowling Assoc. Licensed to URS coRP., SANTA ANA, CA

AM 2025+Cu Mon Aug 3I, 2015 I1:2O:32 Page 5-1

üIayne ,f. Sand and Gravel Mine Project Traffic StudyYear 2025 Plus Cumulative

Morninq Peak Hour

Levef Of Service Computation ReportICU 1(Loss as Cycle Length ?) Method (Euture volume Afternative)

********************************************************************************Intersection #1 Moorpark Avenue (sR-23) at Los Angel-esAvenue (sR-118) [City of M

********************************************************************************Cycle (sec) : 100 Criticaf VoJ-. /Cap' (x) : 1 ' 510

Lãss Time (sec) : 10 (y+R : 4 sec) Average Delay (sec/veh) : xxxxxxOptinaf Cycle: 1OO Levef Of Service: F



-l---------ll---------ll---------ll---------------lcontrol-: split Phase splít Phase Protected ProtectedRights: Ovl Ovl- Incl-ude OvfuiÀ.creen: 0 O 0 O O 0 0 0 0 0 0 0

Lanes: 1 1 O O 1 1 0 1! 0 1 1 O 2 1 0 1 0 2 0 1

-l---------ll---------ll---------ll---------------lvol-ume Module:Base Vol- : 28Growth Adj: 1.00In-It1AJ- IJSe: ZóAdded Vol: 0PasserByvol: 0Initial Fut: 28User Adj : 1.00PHF Adj : 1.00PHF Volume:' 28Reduct Vol: 0

Reduced Vol-: 28PCE Adj : 1.00MLF Adj : 1.00Finaf Vol. : 28

-t-----

381.00

3800

3B1.001 .00

3B0

3B1 .001 .00

3B

1591 .00

1590

0

1591 .001 .00

1590

1591 .001 .00

159

4311.00

43111

0

4481 .001 .00

4480

4481 .001.00

448

741.00

L40

0I4

1 .001.00

I40

741.001.00

74

80.0080

0

0BO

.00

.00BO

0

BO

.00

.0080

1301 .00

13000

1301 .001 .00

1300

1301 .001.00

130

72001 .001200

0

012001.001.001200

0

12001.001 .00t200

501.00

5000

501.001 .00

500

501 .001.00

50

aa

1 .0072

0

0

121 .001.00

120

121 .001 .00

12491 .00]-249

00

12491.001.007249

0

12491 .001 .001249

4511.00

45116

0413

1.001.00

4'730

4'731 .001 .00

473

1

1

T

1

1

Saturation Flot¡, Modufe:Sar/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600

Adjustment: 0. 94 1. OO 0.94 0.94 1. OO O .94 0.94 1.00 o.94 0.94 1.00 0 - 94

Lanes: 1. OO 1. OO 1.00 1 . 99 O. 01 1 . O0 1 .00 2.88 0.I2 1 .00 2.00 1.00Final Sat.: 1500 1600 15OO 2985 76 1500 1500 4608 180 1500 3200 1500

-l---------ll---------ll---------ll---------------lCapacity Analysis Modufe :

vor/sat: o.o2 o.o2 0.11 0.15 O.BB 0.05 0.09 0.26 0.28 0.05 0.39 0-32CIit MOVeS. **** **** **** ************************************************************************************

Traffix 7.6.0115 (c) 2003 Dowting Assoc. Licensed to URS CORP'' SANTA ANA, CA

AM 2025+cu Mon Aug 3I, 2015 II:20:32 Page 6-1

!ìlayne J. Sand and Gravel Mine Project Traffic StudyYeat 2025 Ptus Cumulative

Morning Peak Hour

Level Of Service Computation ReportICU 1(Loss as Cycle Length t) Method (Future Volume Alternative)

********************************************************************************Tntersection #2 Moorpark Avenue (SR-23) at High Street ICity of Moorpark]********************************************************************************Cycle (sec): 100 Critical Vol./Cap' (X): 0'BB0lõss Tirne (sec) : 10 (y+R = 4 sec) Average Delay (sec/veh) : xxxxxxOptimal Cycle: gI Level Of Service; D


North Bound South Bound East Bound vilest BoundL-T-RL-T-RL_T-RL-T-R

t---------------ll---------------ll---------------ll---------------lControf: Permitted Permitted Split Phase Split Phase

Riqhts:IncludeIncl-udelncludelncfudeMin.creen: O O O O O O 0 0 0 0 0 0

Lanes: 0 1 O 0 1 1 0 0 1 0 0 0 1! 0 0 0 1 0 0 1

t---------------ll---------------ll---------------ll---------------lVofume Module:Base Vol: 0

Growth Adj : 1.00Initial Bse: 0Added Vof: 0

PasserByvol: 0lnrt1al tu!: u

User Adj : 1.00PHE Adj : 1.00PHF Volume: 0

Reduct Vof: 0Reduced Vo1: 0

PcE Adj : l-.00MLF Adj : 1.00Final Vof. : 0

5581 .00

55876

0

5'l 4

1 .001 .00

5740

5'7 4

1 .001 .00

5'7 4

t341 .00

13400

1341 .001 .00

1340

7341 .001 .00

134

3031.00

30311

0314

1.001.003!4

0

3141 .001.00

3L4

01 .00

0

000

1 .001 .00

000

1.001 .00

0

101.00

1000

101.001.00

100

101.001 .00

10

r521 .00

1520

0t52

1.001 .00

7520

r521 .001.00r52

811.00

8100

B11.001.00

B10

B'1

1.001.00

B'7

zbt)1.00

2660

'0266

1.001.00

2660

2661.001.00

zóo

3501.00

35000

3501 .001 .00

3500

3501.001 .00

350

1

1

1,

1

1

3300 1.0033000033

00 1.0000 1.003300

00 1.0000 1.00

??

Saturation Flow ModuleSat/Lane: 1600 1600Adjustment: 0.94 1.00Lanes: 0.00 1.00Final- Sat.: 0 1600

1 600o.941 .001 500

1600 16000. 94 1.001 .00 1.001500 1600

1 600nq¿o .62

938

I60.0.

00 1600 160094 0.94 1.0000 0.19 0.190 2Br 300

1600 16000.94 1.000.64 0.36954 582

1 6000 -941.001 500

Capacity Analysis Module:vor/sut ' o. oo 0.36 0.09 0 .23 0.20 O.0o 0.01 0.01 0.01 0.16 0.15 0 - 18

clit MO\,leS: **** **** **** ****

* * * * * * * * * * * * * * * * * ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *

Traffix 7.6.0115 (c) 2003 Dowling Assoc. Licensed to URS CORP" SANTA ANA' cA

AM 2025+Cu Mon Aug 31, 2015 17'.2O:32 Page 7-1

!ùayne J. Sand and Gravel Mine Project Traffic StudyYear 2025 Plus Cumul-ative

Morning Peak Hour

Level- Of Service Computation Report2000 HCM Unsignal-ized Method (Future Vofume Alternative)

********************************************************************************Intersection #3 crimes Canyon Road (SR-23) at Broadway Road [County of Ventura]********************************************************************************Cycle (sec) : 1 Crj-tical vo1 . /Cap. (X) : 1.319Loss Time (sec): 0 (Y+R : 4 sec) Average Delay (sec/veh): 92.0Optimat CycÌe: 0 Level Of Service: E********************************************************************************Approach: North Bound South Bound East Bound ülest BoundMovement: L - T - R L - T - R L - T - R L - T - R

-r---------ll---------ll---------ll---------------lControl: YieJ-d Sign Stop Sign Stop Sign Stop SignRights: Include Include Incfude Incl-udeLanes: 1 0 1 0 0 0 0 0 1 0 0 0 1! 0 0 0 0 0 0 0

Vol-ume Module:Base Vol: 65Growth Adj : 1.00lnitial Bse: 65Added Vol-: 0

PasserByvol: 0

Initial- Fut: 65User Adj : 1.00PHF Adj : 1.00PHE Volume: 65Reduct Vol: 0

Final- Vof .: 65

Saturation Flow Module:Sat/Lane: 0 0

Adjustment: 1.00 1.00Lanes: 1.00 1.00Finaf Sat. : 560 560

6241 .00

624T6

0640

1.001 .00

6400

640

0 107800 1.000 10780 11000 1089

00 1.0000 1.000 1089000 1089

351 .00

350

0

351.001.00

350

35

4201.00 1.00

4200000

4201.00 1.001 .00 1.00

42000

420

551.00

qq

00

EE

1 .001.00

550

trtr

1

01.00

0000

000

00

0

0

0000

000

1

0

0000

0

0

0000

000

1

1

1

1

1

0

000

0

00

1

11

001.00 1.000.00 0.97

0 825

1.001 .00

000

1.001 .00

000

0

1.000.00

0

t --------------- t --------------- l l --------------- l l --------------- l

01 .000.00

0

0000001 .00 1.00 1 .00 1 .00 1 .00 1 .000 .03 0 . 43 0.00 0.57 0.00 0.00

21 106 0 139 0 0

t---------------ll---------------ll---------------ll---------------lCapacity AnaÌysis Modufe :

Vol,/Sat: O .I2 ]-74 0.00 0.00 1.32 7 .32 0.40 0.00 0.40 0.00 0.00 0.00crit Moves: **** **** **** ****Green/Cycle: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1'00 1.00 1.00 1.00 1.00Volume/Cap: O.1,2 L.I4 0.00 0.00 1.32 I.32 0.40 0.00 0.40 0.00 0.00 0.00Delay/Veh: I.6 16.9 0.0 0.0 150 150.4 4.5 0.0 4.5 0.0 0.0 0.0DelayAdj: 1.001.00 1.00 1.001.00 1.00 1.001.00 1.00 1.001.00 1.00AdjDel/veh: 1.6'76.9 0.0 0.0 150 150.4 4.5 0.0 4.5 0.0 0.0 0.0DesignQueue: 0 0 0 0 0 0 0 0 0 0 0 0********************************************************************************


AM 2025+Cu Mon Aug 3L, 2015 71220:32 Page B-1

Wayne J. Sand and Gravel- Mine Project Traffj-c Studylear 2025 Plus Cumulative

Morning Peak Hour

Level Of Service Computation Report2000HCMUnsignalizedMethod(FutureVolumeAlternative)

********************************************************************************Intersection #4 Grimes Canyon Road South at Broadr¡'ay Road ICounty of Ventura]********************************************************************************Average Detay (sec/veh): 6.6 Worst case Level Of Service: Bt 10'61********************************************************************************Approach: North Bound South Bound East Bound West Bound

Movementt L - T - R L - T - R L - T - R L - T - R

-l---------ll---------ll---------ll---------------lControl: Stop Sign Stop Sign Uncontrolled UncontrolledRights: Incfude Include Include IncfudeLanes: 0 0 1l O O 0 0 O O O O O 0 1 0 0 1 0 0 0

-l---------ll---------ll---------ll---------------lVolume Module:BASE VOJ-: II'croürth Adj : 1.00Initial- Bse: 18Added Vof: 0

PasserByvof: 0

Initiaf Fut: 18User Adj : 1.00PHF Adj : 1.00PHF Volume: 18Reduct Vo1: 0

Final Vof. : 18Critical- GaP Module:Critlcal- GP: 6.4 xxxx 6

0000 1.0000000000

00 1.0000 1.00000000

01.00

00

00

1 .001 .00

0

00

0871.00 1.00

0 870000087

1 .00 1.001 .00 1.00

0 87000 87

761.00

I60

0I6

1.001.00

L60

76

01.00

0

00

01.001.00

00

0

0

1.000

000

1 .001 .00

000

1681.00 1

16800

1681.00 L

1.00 1

1680

168

FolÌowUpTim: 3.5 xxxx-t----------

Capacity Module:Cnflict Vol: 663 xxxx 95

Potent CaP.: 429 xxxx 961Move Cap.: 365 xxxx 961Volume/Cap: 0.05 xxxx 0.17

-l---------Levef Of Service Module:Queue: xxxxx xxxx xxxxxStopped Del:xxxxx xxxx xxxxxLOS by Move: * * *


Shared Cap.: xxxx 834 xxxxxSharedQueue:xxxxx 0.9 xxxxxShrd StpDel-:xxxxx 10.6 xxxxxShared LOS: * B *

ApproachDel: 10.6Approachlos: B

2 xxxxx xxxx xxxxx xxxxx xxxx xxxxx3 xxxxx xxxx xxxxx xxxxx xxxx xxxxxaJ

----- | l--------------- | l---------------l l---------------l

4.r2.2


za3 0z1.00 1.00253 62

0000

253 621 .00 1.001 .00 1.00253 62

00253 62

0. 6 xxxx7.9 xxxxA*

LT _ LTRxxxx xxxx

0. 6 xxxx7.9 xxxxA*xxxxxx

*



103!50275020.17



LT - LTRxxxx xxxx


xxxxxx*

XXXXXXXXXX

_RTxxxxxXXXXXXXXXX


LT - LTRxxxx xxxx


xxxxxx*

xxxxxxxxxx

-RTxxxxxXXXXXxxxxx

xxxxxxxxxx

-RTxxxxxxxxxxxxxxx


AM 2025+Cu Mon Aug 37, 2015 7I:20:32 Page 9-1

Wayne J. Sand and Gravel Mine Project Traffic StudyYear 2025 Plus Cumul-ative

Morning Peak Hour

Level- Of Service Computation ReportICU 1 (Loss as Cycle Length %) Method (Future Vol-ume Afternative)

********************************************************************************Intersection #5 crimes Canyon Road South at Los Angeles Avenue (SR-118) [County********************************************************************************Cycle (sec) : 100 Criticaf vol .,/Cap. (x) : 1.455Loss Time (sec) : 10 (Y+R : 4 sec) Average Delay (sec/veh) : xxxxxxOptímal Cycle: 100 Level- Of Service: E


-r---------ll---------ll---------ll---------------lControl: Split Phase Split Phase Protected ProtectedRights: Include Include Include IncludeMin.creen: 0 0 0 0 0 0 0 0 0 0 0 0

Lanes: 0 0 0 0 0 0 0 1! 0 0 1 0 1 0 0 0 0 1 0 1

t --------------- | --------------- l l --------------- l l --------------- l

Vol-ume Module:Base Vol: 0Growth Adj : 1.00Initial Bse: 0Added Vol: 0PasserByvol: 0Initial- Fut: 0User Adj : 1.00PHF Adj : 1.00PHF Vol-ume: 0Reduct Vol: 0Reduced Vol: 0PCE Adj : 1.00MLF Adj : 1.00Final- Vof .: 0

291.00 1

290

0

1 .001 .00

290

1.001.00

0

0

0

1

0

000

0

0

0

0000

000

0000

0

1

0

000

00

0

0000

000

0000

0

1 .00 1.00 1.00 1 .00 1.001 .00 1.00 1.00 1 .00 1.00

29 0 85 66 2054

851.00

850

0

B51 .001 .00

B50

B5

661.00

6600

661 .001 .00

660

66

20541.00 1

205400

20541.00 1

1.00 1

20540

2054

0 81000 1.000 81000000 810

00 1.0000 1.000 810000 810

00 1.0000 1.000 810

2I1 .00

2I0

0

2T1.001.00

2T0

2I1.001 .00

2t

000

0000

000

00

0

0

0000

0

00

0000

0

1

1

1

1

11

1

1

1

11

1

1

1

1

I61.0.

29

29

Saturation Ffow ModuleSat/Lane:AdjustmentLanes:Final Sat.

1 6001 .000.00

0

00 1 60000 1.0000 0.0000

1 6001.00o.25

401

00 1 60000 1 .0000 0.750 1193

1600 16001.00 1.001 .00 1.001600 1600

1 6001.000. 00

0

1600 16001.00 1.000.00 1.00

0 1600

1 6001 .001 .001 600

I61.0.


vof/Sat: 0.00 0 .00 0 .00 0.07 0.00 0.07 0.O4 I .28 0 ' 00 0 .00 0.51 0.01crit Moves. **** **** ************************************************************************************

Traffíx 7.6.0115 (c) 2003 DowJ-ing Assoc. Licensed to URS CORP.' SANTA ANA, CA

AM 2025+cu Mon Aug 31-, 2075 II:2O:32 Page 10-1

Wayne ,J. Sand and Gravel- Mine Project Traffic StudyYear 2025 Pl-us Cumulative

Morning Peak Hour

Level Of Service Computatj-on ReportICU 1(Loss as Cycfe Length %) Method (Future Volume Afternative)

********************************************************************************Intersection #6 A Street (SR-23) at Ventura Street (SR-126) [City of Fi]-l-rnorel***********************************************************************'*********Cycle (sec) : 100 Critical Vol .,/Cap. (X) : 7.344Loss Time (sec) : 10 (Y+R : 4 sec) Average Defay (sec/veh) : xxxxxxOptimal Cycle: 100 Level Of Servj-ce: F********************************************************************************Approach: North Bound South Bound East Bound West BoundMovementi L - T - R L - T - R L - T - R L - I - R

-t--------- |--------- l l--------- l l---------------lControf: Protected Protected Protected ProtectedRights: Incl-ude Incfude Include IncludeMin.creen: 0 0 0 0 0 0 0 0 0 0 0 0

Lanes: 1 0 0 1 0 1 0 0 1 0 1 0 1 1 0 1 0 1 1 0

t --------------- | --------------- | --------------- l l --------------- l

Vofume Module:Base Vol: 426 21O 206cro$/th Adj: 1.00 1.00 1.00Initial- Bse: 426 21O 206Added Vol: 13 0 13PasserByvof: 0 0 0

Initiaf Fut: 439 21O 2I9User Adj: 1.00 1.00 1.00PHFAdj: 1.001.00 1.00PHF Vofume: 439 210 219Reduct Vol: 0 0 0

Reduced Vof: 439 210 2L9PCE Adj: 1.00 1.00 1.00MLFAdj: 1.001.00 1.00Finaf Vol. : 439 210 2L9

-t---------------lSaturation Flow Module:Sat/Lane: 1600 1600 1600Adjustment: 1.00 1.00 1.00Lanes: 1.00 0.55 0.45Finaf Sat.: 1600 883 17'7

113 266 901.00 1.00 1.00113 266 90

000000

113 266 901 .00 1.00 1 .001 .00 1 .00 1.00113 266 90

000113 266 90

1 .00 1.00 1 .001 .00 1.00 1 .00113 266 90

t---------------1600 1600 16001 .00 1.00 1 .001 .00 0.75 0 .251600 1196 404

69 1000 3091.00 1.00 1.00

69 1000 3090 0 18000

69 1000 3211.00 1.00 1.001.00 1.00 1.00

69 1000 321000

69 1000 32't1.00 1.00 1.001.00 1.00 1.00

69 1000 32'7

t---------------l1600 1600 16001 .00 1.00 1.001 .00 1.51 0.491600 2471 189

513 7827 611 .00 1 .00 1.00513 1821 617900000

532 7821 6r1 .00 1 .00 1.001 .00 1 .00 1.00532 r82r 6r

000532 r82r 6r

1.00 1.00 1.001.00 1.00 1.00532 L827 6r

t---------------l1600 1600 16001.00 1.00 1.001.00 1.94 0.061600 3096 104

-t--------- I l---------------l I


Vof/Sat: 0.21 0.37 0.31 O.01 O.22 O.22 0.04 0.41 0.41 0.33 0.59 0.59crit Moves. **** **** **** ************************************************************************************


AM 2025+Cu Mon Aug 3I , 201'5 II:20:32 Page 11-1

Wayne J. Sand and Gravel- Mine Project Traffic StudyYear 2025 Pfus Cumulative

Morning Peak Hour

Level Of Service Computation Report20OO HCM Unsignal-ized Method (Future VoÌume Alternative)

********************************************************************************Intersection#TGrimesCanyonRoad(SR_23)atWayne'sWay[CountyofVentura]********************************************************************************Averaqe Detay (sec/veh): 0.2 worst case Level Of Service: cl 22.7)********************************************************************************Approach: North Bound south Bound East Bound west BoundMovement: L - T - R L - T - R L - T - R L - T - R

-l---------ll---------ll---------ll---------------lControf: Uncontrolled Uncontrolled Stop Sign Stop SignRights: Include Include Include IncludeLanes: O O O 1 O 0 O O 1 0 0 0 0 0 0 0 0 1! 0 0

-l---------ll---------ll---------ll---------------lVofume ModuÌe:Base VoI:Growth Adj: 1

Initial Bse:Added Vol:PasserByvol:Initiaf Fut:User Adj: 1

PHF Adj: 1

PHF VoÌume:Reduct Vol:Finaf Vof. :

Criticaf Gap Module:Criticaf Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxxFo1lo\^rupTim:xxxxx xxxx xxxxx xxxxx XXXX XXXXX XXXXX XXXX XXXXX

-l---------ll---------ll---------Capacity Module:Cnffict Vol-: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxxPotent Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxxMove Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxxVofume/Cap: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx

-l---------ll---------ll---------Levef Of Service Module:Queue: xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxxStopped Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxxLOS bY Move: * * * * * * * * *


Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxxSharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxxShrd StpDef:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxxshared Los: * * * * * * * * *

ApproachDel: xxxxxx xxxxxx xxxxxxApproachlos: * * *

0000

00

0

6231 .00

62376

0639

1.001.00

6390

639

6

1 .006

006

1 .001 .00

6

06

0

1 .000

0

00

1 .001 .00

000

71411.00IT41

110

115 8

1.001 .00115 8

0

115 8

161 .00

7600

161 .001 .00

L60

16

000

0

1 .001 .00

0

00

04000004

1.00 1.00 1

1.00 1 .00 1

o400o4

0

0000

00

0000

000

0

000000

1

4

1.00 1

1

111

6.42(

000

0

0

00

0000

0

00

0

1.00 1

000 1

720072

00

I20000I2

0t2

| ----1808

8888

0 .05| ----xxxxxxxxxx

LTxxxx

xxxxxXXXXX

xxxx 6.2xxxx 3.3

-----------l

xxxx 642xxxx 418xxxx 418xxxx 0.03

-----------l

xxxx xxxxxxxxx xxxxx**

-LTR-RT226 xxxxx0.2 xxxxx

22.I xxxxxc*

zz. rc

Traffj_x 7.6.0115 (c) 2003 DowÌing Assoc. Licensed to URS coRP., SANTA ANA, CA

AM 202S+Cu Mon Aug 37, 2075 11:20:33 Page 72-I

Wayne J. Sand and Gravel- Mine Project Traffic StudyYear 2025 PÌus Crmufative

Morning Peak Hour

Level Of Service Computation ReportICU 1(Loss as Cycle Length 8) Method (Future voÌume Alternative)

* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *

Intersection #B Walnut Canyon Road (SR-23) at Casey Road ICity of Moorpark]********************************************************************************Cycle (sec): 1OO Critical- Vol./Cap' (X): I'280Lãss time (sec): 10 (y+R : 4 sec) Average Delay (sec/veh): xxxxxxOptimaf Cycte: 100 Level Of Service; F

********************************************************************************Approach: North Bound south Bound East Bound Íilest Bound

MovemENt: T, - T - R L - T - R L - T - R L _ T - R

-l---------ll---------ll---------ll---------------lcontrol-: Prot+Permit Permitted Protected ProtectedRights:Includefncludelncludelncfudel¿in. creen: 0 O O O O 0 0 0 0 0 0 0

Lanes: 1 O 1 O O O 0 0 1 O 1 0 0 0 1 0 0 0 0 0

-l---------ll---------ll---------ll---------------lVoÌume Module:Base Vol-: 385 882Growth Adj : 1.00 1 .00 1

Initial- Bse: 385 882Added VoI: O 16PasserByvol: 0 0

Initial Fut: 385 898User Adj : 1.00 1 .00 1

PHF Adj: 1.00 1.00 1

PHF Volume:Reduct Vol-:Reduced Vol-PCE Adj:MLF AdJ:Final Vof. :

0

000

0

00

00

009400

0

1

0.00

0

000

.00

.000

0

0.00.00

0

8451 .00

84511

0Bs6

1.001.00

8560

8561 .001.00

856

111.00

1'7

00

1 .001.00

'71

0

361.00

3600

361 .001 .00

360

0

1.0000

00

1.001.00

000

4521 .00

45200

4521.001.00

4520

452

01.00 1.

0

000

1 .00 1.1.00 1.

0

0

0

000

0

00

0

0000

0

00

0000

0

01 .00

0

000

1.001.00

0

0

0

001,

1

385 89800

385 8981.00 1.001.00 1 .00385 898

000

00 1

00 1

0

36711.00 1.00 1.00 1.00 1.001 .00 1 .00 1.00 1.00 1.00

113604520

1600 16000.94 1.001 .00 0.001500 0

1

11

1

00

Sat/Lane:Adjustment:Lanes:Final Sat. :

00 160094 1.0000 0.920 1468

1600 16000. 94 1 .001.00 1 .001500 1600

1 600o.940 .08

124

1 600o .941.001500

1600 16000.94 1.000.00 0.00

00

1 6000.940. 00

0

760.0.

760.0.

| --------------- l


vor/sat: o.26 0.56 0.oo o.oo 0.58 0.62 0.02 0.00 0.30 0.00 0.00 0-00CIit MOVeS. **** **** ************************************************************************************

Traffix 7.6.0115 (c) 2OO3 Dowlj-ng Assoc. Licensed to URS CORP', SANTA ANA' CA

AM 2025+Cu Mon Aug 3It 2OI5 11:20:33 Page 13-1

Wayne J Sand and GraveÌ Mine Project Traffic StudyYear 2025 Pl-us Cumulative

Morning Peak Hour

LeveI Of Service Computation ReportICU 1(Loss as cycle Length g) Method (Future Volume Afternative)

********************************************************************************Intersection +9 Moorpark Avenue (SR-23) at Poindexter Avenue [Cíty of Moorpark]********************************************************************************Cycle (sec): 1OO criticaf Vot'/Cap' (x): 0'626lãss 1ime (sec) : 10 (y+R = 4 sec) Average Delay (sec/veh) : xxxxxxOptimal Cycle: 42 Level- Of Service; B

********************************************************************************

L-IApproach:Movement:

Control-:Rights:Min. GreenLanes:

North Bound South Boundr-T-Þ

ProtectedInclude

00010101

t---------------l

East BoundTT-Þ

ViTest BoundL_T-R

ProtectedInclude

00010010

l---------------l

R

.00 1.00

.00 1 .0096

--- | ----600 1600.94 0.94.02 1 .0026 1500

--- | ----.35 0.00

*********

Split PhaseInclude

00001010

t---------------ll-

Split PhaseInclude

00010010--------------l

Volume Module:Base Vol-: 86 498cro¡¡/th Adj : 1.00 1.00Initial- Bse: 86 498Added Vol: 0 16PasserByvol: 0 0

Initiaf Fut: 86 5L4User Adj: 1.00 1.00PHF Adj : 1.00 1.00PHF Volume: 86 514Reduct VoÌ: 0 0

Reduced Vof: 86 514

6

1 .006

00

6

1 .001.00

6

0

6

100010

00

10000010

0

10000010

PcE Adj : 1.00 1 .00 1

MLF Adj : 1.00 1.00 1

Final Vol. : 86 514-t------------

Saturation FIow Modufe:Sat/Lane: 1600 1600 1

Adjustment: 0.94 1.00 0

Lanes: 1.00 0 . 98 0

Finaf Sat.: 1500 1572

Capacity AnalYsis Module :

Vot/Sat: 0.06 0.33 0

Crit Moves' ****+************************

4

1.00 1

4

0

04

1.00 1

1.00 1

4

04

9

1.009

009

1 .001 .00

9

0

9

4481.00

44811

0/ (o

1 .001.00

4590

4591.001.00

459

1931.00

1930

0193

1.001 .00

1930

1931 .001 .00

193

2291.00

2290

0229

1 .001 .00

2290

2291 .001.00

229

101 .00

1000

101.001.00

100

101 .001.00

10

1351 .00

1350

0135

1.001.00

1350

1351.001.00

135

1.00 1

1.00 1

4

330033

00

??

000033

0

33000033

1

1

1

1

1

I l--------- I l---------------l

1600 1600 1600 1600 1600 1600 1600 16001 . OO 0.94 O. 94 1 .00 0. 94 0.94 1.00 0.941. OO 1 . OO 1 . O0 0.28 0.12 1 .00 0.77 0 -231600 15oo 1500 445 1083 7500 r22B 349

ll--------- I l---------------l

o.2g o .13 O. 15 O. 02 0.72 0.00 0.03 0.03 '

**** **** **************************************************

Traffix 7.6.0115 (c) 2OO3 Dowling Assoc. Licensed to URS coRP., SANTA ANA/ CA

AM 2025+Cu Mon Auq 31, 2015 11:20:33 Page 14-1

Wayne J. Sand and Gravel- Mine Project Traffic StudyYeat 2025 Plus Cumul-ative

Morning Peak Hour

Level Of Service Computation ReportICU 1(Loss as Cycle Length E) Method (Future vol-r$e Al-ternative)

********************************************************************************Intersection #10 spring Road at Los AngefesAve (sR-118) [City of Moorpark]********************************************************************************Cycle (sec): 100 critical vol-./cap' (x): 0'929Loss Time (sec) : O (Y+R : 4 sec) Average Del-ay (sec/veh) : xxxxxxOptimal Cycle: 100 Level Of Service: E

********************************************************************************Approach: North Bound South Bound East Bound vilest BoundMOVCMENT: L - T - R L _ T - R L - T - R L - T - R

-l---------ll---------ll---------ll---------------lcontrol_: Protected Protected Protected ProtectedRights: lnclude Ovf Include Ovl-

Mín.creen: 0 O O O 0 0 0 0 0 0 0 0

Lanes: 2 O 1 1 O 2 0 1 0 1 2 0 2 0 1 1 O 2 0 1

-l---------ll---------ll---------ll---------------lVofume Module:Base VoI 254 325Growth Adj:Inítial- BseAdded Vo1:PasserByvol-fnitiaf FutUser Adj:PHF AdJ:PHF Volume:Reduct Vol-:Reduced Vol-PCE Adj:MLF AdJ:Final Vof. :

1.00 1 .00254 325

0000

254 3251.00 1 .001.00 1 .00254 325

350 541 1001.00 1.00 1.00350 54'l 100

r4'7 9 3071.00 1.00r479 307

325 49 350 547 100

1061 .00

10600

1061 .001 .00

106

13031.001303

110

1.001.001314

0

1591.00 1

15900

1591.00 1

1.00 1

1590

159

T60

95000095

0

0

0

3071.001.00

3070

491 .00

490

1t0017

00

'77

000077

0'7t0000'7r

00

3501 .001.00

3500

491 .001 .00

49

0000

547 100 13141.00 1 .001.00 l_.00

I41.1.I4

14 95 3071.00 1.001.00 1.00

1.00 1

1.00 1

54'7 100000

2541.00 1 .00 1 .00 1 .00 1.00 1 .001.00 1 .00 1.00 1.00 1.00 1.00

0 0

1 600o.940.26

L3r41.001.00

0

1061 .001 .00

254 325 49 350 541 100 106 1314 159

t---------------ll---------------ll---------------ll---------------l1495 307

1600 1600 1600 1600 1-600 16000. 94 1.00 0.94 0. 94 1.00 0. 942.00 2.00 1.00 1.00 2.00 1.00

Saturation FIoh¡ Modul_eSat/Lane: 1600 1600Adjustment: 0.94 1.00Lanes: 2.0O 'l'.'7 4

1600 16000.94 1.002 .00 1.00

1 6000.941 .00

Final Sat.: 3OOO 2781 393 3000 1600 1500 3000 3200 1500 1500 3200 1500

-r---------ll---------ll---------ll---------------lCapacity Analysis Modul-e :

vol/sat: 0. oB 0.12 o .I2 O . 12 0.34 0.07 0.04 0. 41 0. 11 0.05 0.47 0 .20crit Moves. **** **** **** ************************************************************************************

Traffix 7.6.0115 (c) 2003 Dowling Assoc. Lícensed to URS CORP.' SANTA ANA' CA

PM 2025+Cu Mon Aug 3I, 2015 IL:22t12 Page 1-1

Wayne J. Sand and Gravef Mine Project Trafflc StudyYear 2025 Plus Cumulalive

Evening Peak Hour

Scenario ReportScenario

Conmand:Volì.]me:Geometry:Impact Fee:Trip Generation:Trip DistributionPaths :


PM 2025+Cu

PM 2025PM 2025ExistingDefauft Impact FeePM

PM

Defauft PathsDefault Routes2025


PM 202s+cu Mon Auqt 3r., 20L5 1t222:I2 Page 2-7

Wayne J. Sand and. Gravel Mine Project Traffic StudyYear 2025 Plus Cumulative

Evening Peak Hour

Zone# Subzone

Trip Generation RePort

Forecast for PM


Trips TripsIn Out

Total t OfTrips Tota1


15.00 19.00 1515

1919

34 100.034 100.0

TOTAL 15 19 34 100.0


PM 2025+Cu Mon Aug 3I, 2015 77:22:12 Page 3-1

!ûayne J. Sand and Gravel Mine Project Traffic StudyYear 2025 Plus Cumufative

Evening Peak Hour


Volume Northbound SouthboundType Left Thru Ríght Left Thru Right


òK

V{estbound TotalLeft Thru Right Volume

#1 Moorpark Avenue (SR-23) at Los Angel-esAvenue (SR-1-18)

Base 42 4t 96 335 96 96 IB3 1269 42

AddedOO0600000rotal 42 41' 96 34I 96 96 I83 7269 42

#2 Moorpark Avenue (SR-23) at High Street lCity of Moorpark]Base 38 44]. 303 150 524 15 10 36 't5 250 10

Added05006000000Total 38 446 303 150 530 15 10 36 75 25o 10

[City or23 t

0

r23 7

f Moorparkl100 232

05100 231

3 65511

3666


Base 47 990 0

Added 0 5 0

Totaf 41 995 0

#4 crimes Canyon Road South at Broadway Road I

BaSeAddedTotal

SR 23) at Broadway Road lcounty of Ventura]o 7oo 19 13 0 78 0 0

060000000 706 19 13 0 78 0 0

3500

350

1450

145

790

19

220211

22r3

1 90111

7912

(q¿

0

554

531 0

5333

150

15

2t60

216

0

00

00

0

0

00

00

0

00

0

00

0

0

0

0

6

0

6

000

0

00

County of Ventural109 36 11s

000109 36 115

630

63

#5 Grj-mes Canyon Road South at Los8ase000150Added00000Totaf000150


Added 0 5 0

Totat O 992 2

#B vilafnut Canyon Road (

Base 385 11I 0

Added 0 5 0

Totat 385 'l'l 6 0

#9 Moorpark AvenueBase 60 4'71

Added 0 5

Totaf 60 482

at Wayne's Way lcounty of Ventura]710 0 0 0 0 2 0

6000000716 0 0 0 0 2 0

3) at casey Road [City of MoorPark]o 181 '7't 36 0 452 0

0600000o 793 '11 36 0 452 0

(SR-23) at Poindexter Avenue ICity of Moorpark]26 248 535 752 3r4 234 r24 r'7 26

00600000026 248 541 r52 3I4 234 !24 l1 26

Angeles Avenue (

3s 9s 2086000

35 95 2086

[County of Ventura]0 938 21 319000000 938 21 3190

180

00

1

#6 A Street (SR-23) at Ventura Street (SR-126) [City of Fíllrnore]Base 261 361 349 146 289 90 95 1800 370 198 1200

Added6O1OO000550rotaf 213 361 356 146 289 90 95 1800 375 203 1200

(sR-23)4

0

4

I1 II11

L122

SR- 22 508

112s79

223211

2243

Traffix 7.6.0115 (c) 2OO3 Dowling Assoc. Lícensed to URS CORP', SANTA ANA' cA

PM 2025+Cu Mon Auq 31-, 2015 Lt:22:I2 Page 3-2

Wayne J. Sand and Gravel Mine Project Traffic StudyYear 2025 PIus Cumulative

Evening Peak Hour




Westbound TotalLeft Thru Right Vol-wne

#10 SpriBaseAddedTotal-

ng Road at Los Angel-esAve306 3'7r '72 446 388

00000306 371 72 446 388

(SR-1]-B) lcity of Moorpark]72 r35 1-225 392 rr4 ]-747006005

12 135 1231 392 7r4 1146

3520

352

5 01411

502 5


PM 2025+Cu Mon Aug 31 , 2075 1'Il.22:I3 Page 4-1

Wayne .f. Sand and Gravel Mine Project Traffic StudyYear 2025 Plus Cumulative

Evening Peak Hour

Intersection





crimes Canyon Road South at Lo



V{al-nut Canyon Road (SR-23) at

Moorpark Avenue (sR-23) at Poi


#l-+2#3#4#s#6*l

#8#e#10

fmpact Analysis ReportLevel Of Service

BaseDeI/ v/

LOS Veh C

F xxxxx l-.239

D xxxxx 0.813

E 0.0 1.765

B 10.5 0.000

F xxxxx 1.435

F xxxxx 1.437

c 23.6 0.000

F xxxxx I.234

D xxxxx 0.855

D xxxxx 0.803

Futureoel- / v/

LOS Veh C

F xxxxx 1.337

D xxxxx 0.817

E 0. o 1.114

B 10.5 0.000

F xxxxx 1.435

F xxxxx l- . 44 6

c 23. B 0. 000

F xxxxx 1,238

D xxxxx 0.858

D xxxxx 0.805

Changein

+ 0.098 v,/c

+ 0.003 v/c

+ 0.000 D,/v

+ 0.000 D,/V

+ 0.000 V/c

+ 0.009 v/c

+ 0.2L1 D/v

+ 0.004 v/C

+ 0.003 v/c

+ 0.002 v/c


PM 2025+cu Mon Aug 3I, 2OI5 LI:22:I3 Page 5-1

Í1¡ayne J. Sand and Gravel Mine Project Traffic StudyYear 2025 Pl-us Cumulative

Evening Peak Hour

TCU 1************Intersection************cycle (sec):Loss Time (sOptimal Cycl************Approach:

Y:r:i:::-___Control:Rights:Min. Green:Lanes:

Vofume Module:Base Vol: 42Growth Adj : 1.00Initiat Bse: 42Added Vol r 0

PasserByVol: 0

Initial Fut: 42User Adj : 1.00PHF Adj : 1.00PHF Volume: 42Reduct Vof: 0

Reduced Vol: 42PCE Adj : 1.00MLF Adj : 1.00FinaÌ Vof. : 42

Level- Of Service Computation Report(Loss as Cycle Length 8) Method (Future Vol-ume Al-ternative)********************************************************************#1 Moorpark Avenue (sR-23) at Los AngefesAvenue (sR-118) [Cíty of M

********************************************************************1OO Criticaf Vol./CaP. (X): 1'337

ec) : 10 (Y+R = 4 sec) Averaqe Delay (sec/veh) : xxxxxxe: 100 Level Of Service; F

********************************************************************North Bound South Bound East Bound West Bound

L_Î-RL-T_RL-T-RL-T-Rt---------------ll---------------ll---------------ll---------------l

Split Phase Spfit Phase Protected ProtectedOvl Ovf Include OvI

0000000000001 1 0 o 1 1 O 1l o 1 1 0 2 1 0 1 0 2 0 1

r---------------ll---------------ll---------------ll---------------l47

1 .004T

00

4I1 .001 .00

4t0

41,

1 .001 .00

41-

961 .00

960

096

1.001 .00

960

961 .001 .00

96

3351 .00

3356

0347

1.001 .00

3470

34r1 .001.0034r

961.00

9600

961.001 .00

960

961.001.00

96

961.00

9600

961 .001 .00

960

961 .001 .00

96

1831 .00

1830

0183

1 .001.00

1830

1831 .001 .00

183

72691.00t269

0

0

1,2691.001.00t269

072691.001.001269

421 .00

420

042

1.001 .00

420

421.001.00

42

r231 .00

72300

r231.001 .00r23

0

1231 .001.00

123

110 01.001100

0

01 1001.001.001100

0110 01.001 .00110 0

1.00232

5

0

2311 .001.00

2310

2311.001.00

231

t---------------ll---------------ll---------------ll---------------lSaturation Ffow Module:sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600

Adjustment: o.94 1.00 o.94 0.94 1.OO O.94 0.94 1.00 o-94 0.94 1.00 0-94

LaÀes: 1.01 0.99 1.00 1.92 0.08 1.00 1.00 2.90 0.10 1.00 2.00 1-00Final Sar.: 1518 1581 15OO 2819 729 15OO 1500 4646 744 1500 3200 1s00

-l---------ll---------ll---------ll---------------lCapacity Anal-Ysis Modufe:voi/sutr 0.030.03 0.06 o.t2o.'1 4 0.06 0.I20.21 o.29 0.080.34 0.16crit Moves. **** **** **** ************************************************************************************

Traffix 7.6.0115 (c) 2O03 Dowling Assoc. Licensed to URS coRP.' SANTA ANA' CA

PM 2025+Cu Mon Aug 37, 2075 II:22:13 Page 6-1

frlayne J. Sand and Gravel Mine Project Traffic StudyYear 2025 PIus cimulative

Evening Peak Hour

Level Of Service Computation ReportICU 1 (Loss as Cycfe Length %) Method (Future Vol-ume Alternative)

********************************************************************************rntersection #2 Moorpark Avenue (sR-23) at High Street Icity of Moorpark]********************************************************************************Cycle (sec): 100 Critical Vol-./cap. (X): 0.817Loss Time (sec): 10 (Y+R : 4 sec) Average Delay (sec/veh): xxxxxxOptimal CycÌe: '7I Level Of Service: D

********************************************************************************Approach: North Bound south Bound East Bound west BoundMovement: L - T _ R L - T - R L - T - R L - T _ R

-l---------ll---------ll---------ll---------------lcontrof: Permitted Permitted spÌit Phase split PhaseRights: Include Include Include IncludeMin.Green: 0 0 O 0 0 0 0 0 0 0 0 0

Lanes: O 1 O O 1 1 0 0 1 0 0 0 1! 0 0 0 1 0 0 1

-l---------ll---------ll---------ll---------------lVolume Module:Base Vol: 38 447 303 150 524 15 10 36 '15 25O 10 350

GrowrhAdj: 1.oo 1.oo 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Initiaf Bse: 38 44I 303 150 524 15 10 36 15 250 10 350

AddedVol: O 5 O 0 6 0 0 0 0 0 0 0

PasserByvol: 0 0 O 0 0 0 0 0 0 0 0 0

Initial Fut: 38 446 303 150 530 15 10 36 '75 250 10 350

user Adj : 1. oo 1 .00 1 .00 1.00 1.00 1.00 1 .00 1.00 1.00 1 .00 1.00 1.00pHF Adj : 1.00 1 .00 1 .00 1 .00 1.00 1 .00 1.00 1.00 1.00 1 .00 1.00 1.00PHF Volume: 38 446 303 150 530 15 10 36 15 250 10 350

Reduct Vol-: O O O 0 0 0 0 0 0 0 0 0

Reduced VoI: 38 446 303 150 530 15 10 36 15 250 10 350

PcEAdj: 1.001.O0 1.00 1.00I.00 1.00 1.001.00 1.00 1.001.00 1'00MLFAdj: 1.OO 1.00 1.00 1'00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1'00Final vol-.: 38 446 303 150 530 15 10 36 15 250 10 350

-l---------ll---------ll---------ll---------------lSaturati-on Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600Adjusrmenr: 0.94 1 .00 O .94 0.94 1.00 0. 94 0.94 1.00 O .94 0 . 94 1.00 0 .94Lanes: 0.08 0.92 1.00 1.00 0.97 0.03 0.08 0'30 0.62 0.96 0.04 1.00Fínar sar.: II8 L414 15OO 1500 1556 4I L24 476 930 1442 62 1500

-r---------ll---------ll---------ll---------------lCapacity Anafysis Module :

vor/sar: o. 02 o .30 o .20 0.10 0.34 0.36 0.08 0.08 0.08 0 .17 0. 16 0.23crit Moves. **** **** **** ************************************************************************************

Traffix 7.6.0115 (c) 2003 Dowling Assoc. Licensed to URS CORP.f SANTA ANA, CA

PM 2025+cu Mon Aug 3L, 2075 IL:22:I3 Page 7-1

Wayne J. Sand and Gravel Mine Project Traffic StudyYear 2025 Pfus Cumulative

Evenlng Peak Hour

T,evel Of Service Cornputation Report2000 HCM Unsignalized Method (Future Volume Alternative)

********************************************************************************Intersection #3 Grimes Canyon Road (SR-23) at Broadway Road [County of Ventura]********************************************************************************Cycle (sec) : 1 Critical Vol .,/Cap. (X) : 7.1'74Loss Time (sec): 0 (Y+R : 4 sec) Averaqe Del-ay (sec/veh): 33.2Optj-mal Cycle: 0 Level Of Service: E


-l---------ll---------ll---------ll---------------lControl-: Yield Sign Stop Sign Stop Sign Stop SignRights: Incfude Incl-ude Include IncÌudeLanes: 1 0 1 0 0 0 0 0 1 0 0 0 11 0 0 0 0 0 0 0

r --------------- | --------------- l l --------------- l l --------------- l

Vol-ume Module:Base Vol: 47Growth Adj : 1.00Initial Bse: 4LAdded Vol-: 0

PasserByvol: 0

Initial- Fut: 4IUser Adj : 1.00PHF Adj : 1.00PHF Vofume: 4tReduct Vof: 0Einaf Vof. : 4t

-l--------- ll---------------lSaturatíon Flow Module:Sat/Lane: 0 0 0 0 0 0

Adjustment: 1.00 1.00 1 .00 1 .00 1.00 1.00Lanes: 1.00 1 .00 0.00 0.00 0. 97 0 .03Finaf Sat. : 561 561 0 0 13'7 20

-r--------- I l---------------lCapacity AnaÌysis Module :

Vo1,/Sat: 0 .O1 7.11 0.00 0 .00 0. 96 0.96Crit Moves: **** ****Green/Cycfe:Volume,/Cap:Delay/Veh:DeJ-ay Adj:Adj DeÌ/Veh:DesignQueue:

0 70000 1.000 70006000 706

00 1.0000 1.000 706000 706

191 .00

1900

191 .001.00

190

L9

731 .00

a1

0

073

1.001 .00

130

1a

0000 1.0000000000

00 1.0000 1.00000000

9901.00

9905

0

9951 .001 .00

9950

995

01 .00

0

0

00

1 .001 .00

000

1.00 1.00 1.o .01 r.'77 0 .

1.3 845 0

1.00 1.00 1.1.3 845 0

00

781.00

1800

1 .001 .00

1B0

7B

1.00 1

1.00 1

0

00

1

1

1

00

0

000000

0000

0

0

0

1B

01.00 1

0

0

0

0

0000.000.00

1 .00 1.000.00 0. 96

1 .00 1.000.0 38 .1

0.0 38.1

1.000.9638.11 .0038.1

0

t---------------l000

1 .00 1 .00 1 .000.48 0.00 0.52133 0 r42

t---------------l0.55 0.00 0.55

****1.00 1.00 1.000.55 0.00 0.558.1 0.0 8.1

1 .00 1.00 1.008.1 0.0 8.1

l---------------l000

1.00 1.00 1.000.00 0.00 0.00

000t---------------l0.00 0.00 0.00

****1.00 1.00 1 .000.00 0.00 0.000.0 0.0 0.0

1.00 1.00 1. 000.0 0.0 0.0

0000********************************************************************************

Traffix 7.6.0115 (c) 2003 Dowlinq Assoc. Licensed to URS CORP., SANTA ANA| CA

PM 2025+cu Mon Aug 3I, 2015 II:22:I4 Page B-1

Wayne J. Sand and Gravel Mine Project Traffic StudyYear 2O25 Pfus Cumulative

Evening Peak Hour

LeveÌ Of Service Computation Report20oOHcMUnsignalizedMethod(FutureVo]-umeAlternative)

********************************************************************************Intersection #4 Grimes Canyon Road South at Broadway Road ICounty of Ventura]********************************************************************************Average Detay (sec/veh): 6.0 !Ùorst case Level of service: Bt 10'51********************************************************************************Approach: North Bound South Bound East Bound West Bound


-l---------ll---------ll---------ll---------------lcontrol: Stop sign stop sign uncontrolled UncontroÌfedRights: Incfude Include Include Incl-udelaÀes: O 0 11 0 O O O O O 0 0 0 0 1 0 0 1 0 0 0

-l---------ll---------ll---------ll---------------lVofume Modufe:Base Vol: 15 O 216crowth Adj : 1.00 1 .00 1 .00Initiaf Bse: 15 O 276Added Vof: 0 0 0

PasserByvol: 0 0 0

Initial- Fut: 15 0 216User Adj: 1.00 1.00 1.00PHF Adj : 1.00 1.00 1.00PHF Volume: 15 O 216Reduct Vol: 0 0 0

Final Vol. : 15 O 216Critical Gap Module:

001 .00 1.00

00000000

1 .00 1.001.00 1 .00

000000

0 1091 .00 1.00

0 10900000 109

1 .00 1.001.00 1.00

0 109000 109

361 .00

360

036

1.001 .00

360

36

115 631.00 1.00115 63

0000

115 631.00 1.001.00 1.00115 63

00115 63

1.001 .00

000

1.001.00

00

0

0

1.0000

00

0

1 .000000

Critical Gp: 6.4 xxxx 6.2 xxxxx xxxx xxxxx xxxxx xxxx xxxxxFotlowUpTim: 3.5 xxxx 3'3 xxxxx xxxx xxxxx xxxxx xxxx xxxxx

-l---------ll---------ll---------Capacity Module:Cnflict Vot: 42O xxxx 12'l xxxx xxxx xxxxx xxxx xxxx xxxxxPotent Cap.: 594 xxxx 929 xxxx xxxx xxxxx xxxx xxxx xxxxxl4ove Cap.: 555 xxxx 929 xxxx xxxx xxxxx xxxx xxxx xxxxxVolume/Cap: 0.03 xxxx 0.23 xxxx xxxx xxxx xxxx xxxx xxxx

-l---------ll---------ll---------------lLevef Of Service Modufe:Queue: xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxxStopped Del-:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxxLOS tY Move: * * * * * * * * *


Shared Cap.: xxxx 890 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxxSharedQueue:xxxxx 1.0 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxxShrd StpDel:xxxxx 10.5 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxxShared LOS: * B * * * * * * *

ApproachDel: 10.5 xxxxxx xxxxxxApproachlos: B * *


| --------------- l


t---------------l

0.3 xxxx xxxxx7 .7 xxxx xxxxxA**

LT-LTR-RTxxxx xxxx xxxxx0.3 xxxx xxxxx7.7 xxxx xxxxxA**

VVYVYV*


PM 2025+Cu Mon Aug 31, 2015 1L:22:I4 Page 9-1

Wayne J. Sand and Gravel Mlne Project lraffic StudyYear 2025 Plus Cumul-ative

Evening Peak Hour

Level Of Service Computation ReportICU 1 (Loss as Cycle Length %) Method (Future vol-ume Alternative)

********************************************************************************Intersection #5 crimes Canyon Road South at Los Angeles Avenue (SR-118) lCounty********************************************************************************Cycle (sec) : 100 Critical Vol. /Cap. (X) : 1 ' 435

l,oss Time (sec) : 10 (Y+R : 4 sec) Average Delay (sec/veh) : xxxxxxOptinal Cycle: 100 Level Of Service: F



-t--------- I l--------- I l--------- I l--------------- |

controf: split Phase Split Phase Protected ProtectedRights: Incl-ude IncÌude Incfude IncludeMin.creen: O O 0 0 0 0 0 0 0 0 0 0

Lanes: O O 0 O O O O 11 0 0 1 0 1 0 0 0 0 1 0 1

-l---------ll---------ll---------ll---------------lVofume Module:Base Vol:Growth Adj: 1

Initial Bse:Added Vol:PasserByvol-:fnitiaf Fut:User Adj: 1

PHF Adj: 1

PHF Volume:Reduct VoÌ:Reduced VoI:PCE Adj z IMLF Adj: 1

Final Vol-. :

151 .00

1500

151 .001.00

150

01.00 1

0

0

00

1.00 1

1.00 1

35.00

2E

0

0ãtr

.00

.00?q

0

35.00.0035

951.00

9500

951.001.00

950

ÔR

1 .001 .00

qq

20861.00 1

208600

0 93800 1.000 93800000 938

00 1.0000 1.000 938000 938

00 1.0000 1.000 938

271 .00

2I0

027

1.001.00

2I0

2I1.001.00

2I

0000 1.0000000000

00 1 .0000 1 .00000000

00 1 .0000 1 .0000

1

000

00

0

00000

0

00

0000

0

0

000

00

00000

0

0

00000

0

1

1

1

1

11

1

20861.001 .002086

1 .001 .00

IEfJ

020861 .001 .002086

15

0

00

1.001.00

0

1

1

1

1

1

1

I1

Saturation Elow ModufeSat/Lane: 1600 1600Adjustment: 1.00 1.00Lanes: 0.00 0.00Einal Sat.: 0 0

1 6001.000 .00

0

1600 16001 .00 1 .000.30 0.00480 0

1600 16001.00 1.001.00 1.001600 1600

1 6001 .000.00

0

1600 16001 .00 1.000.00 1.00

0 1600

1 6001.001 .001 600

1 6001 .000.70II2O

t---------------ll---------------ll---------------ll---------------lCapacity Anafysis Modufe :

vo1/sut r 0. OO O. OO 0. O0 0.03 0.00 0.03 0 .06 1.30 0.00 0.00 0.59 0.01crit Moves ' **** **** ************************************************************************************

Traffix 7.6.0115 (c) 2003 Dowling Assoc. Llcensed to URS CORP.' SANTA ANA, CA

PM 2025+Cu Mon Auq 31, 2015 LI:22:I4 Page 10-1

V,iayne J. Sand and Gravel Mine Project Traffic StudyYear 2025 Plus Cumulative

Evening Peak Hour

Level Of Service Computation ReportICU 1(Loss as Cycle Length %) Method (Future Vofume Alternative)

********************************************************************************rntersection #6 A Street (SR-23) at Ventura Street (SR-126) [City of Fillmore]********************************************************************************Cycle (sec): 100 Critical Vol./Cap. (X): 7.446Loss Time (sec) : 10 (Y+R : 4 sec) Averaqe Delay (sec/veh) : xxxxxxOptimaf Cycte: 100 Level Of Service: F********************************************************************************Approach: North Bound South Bound East Bound Ílest BoundMovement: L - T - R L - T - R L - T - R L - T - R

-t--------- |--------- l l--------- l l---------------lControl: Protected Protected Protected ProtectedRights: Include Include Incfude IncfudeMin.Green: 0 0 0 0 0 0 0 0 0 0 0 0

Lanes: 1 0 0 1 0 1 0 0 1 0 1 0 1 1 0 1 0 1 1 0

t --------------- | --------------- l l --------------- l l --------------- l

Vofume Module:Base Vol : 26'7Growth Adj : 1.00Initial Bse: 261Added Vol: 6

PasserByvof: 0Initiaf Fut: 213User Adj : 1.00PHF Adj : 1.00PHF Vofume z 2'73Reduct Vol: 0Reduced Vol: 213PCE Adj : 1.00MLF Adj : 1.00Finaf Vol. : 213

3611 .0036r

00

3611 .001 .00

3610

3611 .001 .00

361

3491 .00

3491

0356

1 .001 .00

3560

3561 .001 .00

356

146 289 901 .00 1 .00 1 .00146 2e9 90

000000

146 289 901.00 1.00 1.001.00 1.00 1.00146 289 90

000146 289 90

1 .00 1. 00 1 .001 .00 1 .00 1 .00146 289 90

t---------------

95 1800 3701.00 1.00 1.00

95 1800 370005000

95 1800 3751 .00 1.00 1 .001 .00 1.00 1 .00

95 1800 375000

95 1800 3751.00 1.00 1.001.00 1.00 1.00

95 1800 375t---------------

198 1200 r451.00 1.00 1.00198 1200 145

500000

203 1200 1451 .00 1.00 1.001 .00 1.00 1.00203 1200 745

000203 ].200 145

1 .00 1.00 1 .001 .00 1.00 1 .00203 l_200 1.45

t---------------lt---------------lSaturation FIow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600Adjustment: 1 .00 1 .00 1 .00 1 .00 I .00 1.00 1 .00 1.00 1.00 1.00 1.00 1.00Lanes: 1.00 0.50 0.50 1.00 0.76 0.24 1.00 1.66 0.34 1.00 1.78 O.22Einal- Sat.: 1600 806 '194 1600 1220 380 7600 2648 552 1600 2855 345


Vol/Sat: 0.I1 0.45 0.45 O.09 0.24 O.24 0.06 0.68 0.68 O.I3 O.42 0.42crit Moves. **** **** **** ************************************************************************************


PM 2025+cu Mon Aug 31' 2015 7I:22:t4 Page 11-1

üIayne J. Sand and Gravel Mine Project Traffic StudyYear 2025 Plus Cumul-ative

Evenj-ng Peak Hour


********************************************************************************Intersection #7 Grimes Canyon Road (SR-23) at Wayne's Vilay [County of Ventura]********************************************************************************Average Del-ay (sec/veh): 0.1 worst case Level Of Service: cl 23'Bl********************************************************************************Approach: North Bound south Bound East Bound !Ùest Bound


-r---------ll---------ll---------ll---------------lControl-: Uncontrolfed Uncontrol-l-ed Stop Sign Stop SignRlghts:IncfudelncludelncfudelncfudeLaÀes: O O 0 1 O O 1 O O 0 0 0 0 0 0 0 0 1! 0 0

-l---------ll---------ll---------ll---------------lVo]ume Module:Base Vol-: 0 981Growth Adj : 1.00 1 .00 1

lnitial- Bse: 0 987Added Vol:PasserByvol-Initiaf FutUser Adj:PHF AdJ:PHF Volume:Reduct VoI:Finaf Vol. :

Critical- Gap Module:CritiCal Gp:Xxxxx xxxx xxxxx 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.4 xxxx 6'2FolJ-owUpTim:xxxxx xxxx xxxxx 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx 3'3

-l---------ll---------ll---------ll---------------lCapacity Modufe:Cnffict Vol: xxxx xxxx xxxxx 994 xxxx xxxxx xxxx xxxx xxxxx I'lI'l xxxx 993

Potent Cap.: xxxx xxxx xxxxx 704 xxxx xxxxx xxxx xxxx xxxxx 100 xxxx 300

Move Cap.: xxxx xxxx xxxxx ?04 xxxx xxxxx xxxx xxxx xxxxx 100 xxxx 300

VoÌume/Cap: xxxx xxxx xxxx O.01 xxxx xxxx xxxx xxxx xxxx 0.02 xxxx O'02

-l---------ll---------ll---------ll---------------lLeveÌ Of Service Modufe:oueue: xxxxx xxxx xxxxx 0.0 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxxstopped Del:xxxxx xxxx xxxxx 10.1 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxxLOS tY Move: * * * B * * * * * * * *

Movement:LT-LTR_RTLT-LTR-RTLT-LTR_RTLT_LTR-RTshared cap,: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 200 xxxxxSharedQUeUe: Xxxxx xxxx XxxXX O. O xXXx xxxxx XXXXX xxXX Xxxl<x xxxxx 0.1 XxxxxShrd StpDel:xxxxx xxxx xxxxx 10.1 xxxx xxxxx xxxxx xxxx xxxxx xxxxx 23.8 xxxxxshared Los: * * * B * * * * * * c *

ApproachDel: xxxxxx xxxxxx xxxxxx 23 '8ApþroachlOs: * * * C

0500^ ôô,

1.00 1 .001.00 1.00

0 99200o 992

4 1I000 1.004 1I006004 7l-6

00 1.0000 1.004 1]-6004 116

01 .00

0

000

1 .001 .00

0

0

0

1.00 1

1.00 1

0

00

2000 1.0020000020

00 1.0000 1.00200020

6

1.006

0

0

6

1 .001.00

6

06

11

2

002

002

0000

2

0

2

1

1

1

000

0000

0000

0

0

0

0

0000

00

0000

000

01.00 1

000

0

1

1

1

1.

1.1.


PM 2025+cu Mon Aug 3L, 2015 I!:22:I4 Page 12-1

Wayne .I. Sand and Gravel Mine Project Traffic StudyYear 2025 Plus Cumulative

Evening Peak Hour

LeveÌ Of Service Computation ReportICU 1 (Loss as Cycle Length 8) Method (Future Volume Al-ternative)

********************************************************************************Intersection #B Wal-nut Canyon Road (SR-23) at Casey Road [Clty of Moorpark]********************************************************************************Cycl-e (sec) : 100 Crítical- Vol . /Cap. (X) : I .238Loss Time (sec) : 10 (Y+R : 4 sec) Average Delay (sec/veh) : xxxxxxOptimal Cycle: 100 Level Of Service: F********************************************************************************Approach: North Bound south Bound East Bound hlest BoundMovement: L - T - R L - T - R L _ T - R L _ T - R

-r---------ll---------ll---------ll---------------lcontrol: Prot+Permit Permitted Protected ProtectedRights: Include Incfude Incfude Incl-udeMln.Green: O 0 O 0 0 0 0 0 0 0 0 0

Lanes: 1 0 1 0 0 0 0 0 1 0 1 0 0 0 1 0 0 0 0 0

r---------------ll---------------ll---------------ll---------------lVo1ume Module:Base Vof: 385Growth Adj : 1.00Initial Bse: 385Added Vol-: 0

PasserByvoÌ: 0Initial Fut: 385User Adj : 1.00PHF Adj : 1.00PHF VoÌume: 385Reduct Vof: 0

Reduced Vol: 385PcE Adj : 1.00MLF Adj : 1.00Final Vol. : 385

7'tr1 .00

'7'7rq

0716

1.001.00

I 16

0116

1 .001.00

116

1.00 1

1.00 L

000

1.00 1

1.00 1

0

0 '781

00 1.000 18106000 793

00 1.0000 1.000 793000 793

00 1.0000 1.000 793

'71

1.0011

00

111.001.00

110

111.001 .00

11

361 .00 1.

3600

361 .00 1.1 .00 1.

JO

036

1 .00 1.1 .00 1.

36

o 45200 1.000 45200000 452

00 1.0000 1.000 452000 452

00 1.0000 1.00o 452

001.00 1.00

00000000

1 .00 1.001.00 1.00

000000

1 .00 1.001.00 1.00

00

01.00

0000

1.001.00

0

00

1 .001.00

0

1

0

000

000

1

t---------------ll---------------ll---------------ll---------------lSaturation Fl-ow Modufe:sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600Adjustmenr: 0.94 1.00 o.94 0.94 1.00 0.94 0.94 1.00 o.94 0.94 1.00 o-94Lanes: 1.00 1. OO O. OO 0. O0 0. 91 0.09 1 .00 0.00 1.00 0.00 0.00 0.00Finaf sar.: 1500 1600 O 0 1458 133 1500 0 1500 0 0 0


vor/sar: 0.26 0.49 O.0O 0.00 0.54 0.58 0.02 0.00 0.30 0.00 0.00 0.00Crit MOVeS ' **** **** ************************************************************************************


PM 2025+Cu Mon Aug 3I , 201,5 II:22:74 Page 13-1


Evening Peak Hour

Level Of Service Computation ReportICU 1(Loss as Cycle Length 8) Method (Future Vofume Alternative)

********************************************************************************Intersection #9 Moorpark Avenue (SR-23) at Poindexter Avenue lCj-ty of Moorpark]********************************************************************************Cycl-e (sec) : 100 CriticaÌ VoI .,/Cap. (X) : 0.858Loss Time (sec): 10 (Y+R : 4 sec) Average Delay (sec/veh): xxxxxxOptinal CycJ-e: 83 Levef Of Service: D

********************************************************************************Approach: North Bound South Bound East Bound Vllest BoundMovement: L - T - R L - T - R L - T - R L - T - R

-t---------------lControf: ProtectedRights: IncludeMin.Green: 0 0 0Lanes: 1 0 0 1 0

-t---------------lVofume Module:Base Vof: 60 417 26Growth Adj : 1.00 1.00 1 .00Initiaf Bse: 60 411 26Added Vol: 0 5 0PasserByVoJ-: 0 0 0Initial Fut: 60 482 26User Adj: 1.00 1.00 1.00PHF Adj : 1.00 1.00 1 .00PHF Vofume: 60 482 26Reduct Vol-: 0 0 0

Reduced Vol-: 60 482 26PCE Adj : 1.00 1.00 1.00MLF Adj : 1.00 1.00 1.00Einaf Vof.: 60 482 26


Incl-ude000

10101t---------------l


Include000

01010t---------------l


Include000

10010t---------------l

l---------------l

248 535 r52 374 234 r241.00 1.00 1 .00 1 .00 1.00 1 .00248 535 r52 3r4 234 124

060000000000

248 541 r52 374 234 r241 .00 1.00 1 .00 1.00 1. 00 1.001 .00 1.00 1 .00 1.00 L . 00 1.00248 541 r52 3r4 234 r24

000000248 541 r52 3L4 234 724

1 .00 1.00 1.00 1 .00 1.00 1.001 .00 1.00 1.00 1 .00 1.00 1.00248 541 752 3r4 234 724

| --------------- | I ---------------

71 26 191 .00 1.00 1.00

7'7 26 19000000

77 26 191 .00 1.00 1 . 001.00 1.00 1.00

71 26 19000

r1 26 191.00 1.00 1.001.00 1.00 1.00

L] 26 19t---------------l

Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600Adjustment: 0. 94 1 .00 0 .94 0 . 94 1 .00 0. 94 0.94 1.00 O '94 0.94 1.00 0.94Lanes: 1.00 0.95 0.05 1 .00 1 .00 1 .00 0. 93 0.70 0.37 1 .00 0.58 O.42Finaf Sat.: 1500 1518 11 1500 1600 1500 I4O2 7LI4 554 1500 924 633

-r---------ll---------ll---------ll---------------lCapacity Anal-ysis Modul-e :

vollSat: 0.04 O.32 0.34 0.17 0.34 0.10 O.22 0'2I 0.22 0.01 0.03 0.03CIit MOVeS: **** **** **** ************************************************************************************


PM 2025+Cu Mon Aug 3It 2OI5 lL:22:14 Page 14-1


Evening Peak Hour

Levef Of Servlce Computation ReportICU 1(Loss as Cycfe Length %) Method (Future Vofune Alternative)

* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *

Intersection #10 Spring Road at Los AngefesAve (SR-118) tCity of Moorparkl********************************************************************************Cycle (sec): 100 Criticaf Vot./Cap. (X): 0'805lòss time (sec) : O (y+R = 4 sec) Average Delay (sec/veh) : xxxxxxOptimal Cycle: 100 Level Of Service; D



-l---------ll---------ll---------ll---------------lcontrol: Protected Protected Protected ProtectedRights: Include Ov1 Incfude Ovl-

Min.creen: O O 0 O O 0 0 0 0 0 0 0

Lanes: 2 O 1 1 O 2 O 1 0 1 2 O 2 O 1 1 O 2 0 1

-l---------ll---------ll---------ll---------------lVofume Modul-e:Base Vof: 306 31I '12 446 388 12 I35 7225 392 ILA l-I4I 352

GrowrhAdj: 1.001.00 1.00 1.001.00 1.00 1.001.00 1.00 1.001.00 1.00rniriat Bse: 306 311 12 446 3BB 't2 I35 1225 392 I]-4 7741 352

Addedvol: O 0 O O 0 0 0 6 0 0 5 0

PasserByvof: O O 0 O O 0 0 0 0 0 0 0

rnitial Fur: 306 317 12 446 388 '72 135 1231 392 ]-l4 7146 352

userAdj: 1.001.00 1.oo 1.001.00 1.00 1.001.00 1.00 1.001.00 1.00pHF Adj : 1. O0 1.00 1 . o0 1 .00 1.00 1 .00 1 .00 1.00 1.00 1.00 1.00 1.00pHF Volume: 306 31:I 12 446 388 '72 135 1231 392 1'74 1146 352

Reduct Vof: O O 0 O O 0 0 0 0 0 0 0

Reduced vol: 306 371 12 446 388 '72 135 1231 392 114 1746 352pcEAdj: 1.001.00 1.oo 1.001.00 1.00 1.001.00 1.00 1.001.00 1.00MLFAdj: 1.OO1.OO 1.00 1.OO1.OO 1.00 1.001.00 1.00 1.001.00 1.00Finaf vof.: 306 371 72 446 388 12 135 1231 392 7I4 1146 352

t---------------ll---------------ll---------------ll---------------lSaturation Flow Modufe:Sat/Lane: 16OO 16OO 1600 160O 16OO 1600 1600 1600 1600 1600 1600 1600

Adjusrment: 0.94 1 . OO O .94 0.94 1. OO O .94 0. 94 1.00 o.94 0.94 1.00 0 - 94

Lanes: 2.OO 7.61 0.33 2.00 1.00 1.00 2.00 2.oo 1.00 1.00 2.00 1.00Final- sar.: 3OO0 2680 4BB 3OOO 1600 1500 3000 3200 1500 1500 3200 1500


vot_/sat: 0.10 0.14 0 .15 o .I5 0 .24 0.05 0.05 0.38 o.26 0 .08 0.36 0.23crit Moves. **** **** **** *********************************************************************************l**

Traffix 7.6.0115 (c) 2003 Dowting es5oc. Licensed to URS CORP', SANTA ANA' CA

AppEruorx E

lrurERS Eclott ANALysls WoRKSH E ETS

Yrnn (2025) Plus CUMULAT¡v¡ Plus PRoJEcr CoNDtloNS

AM 2025+Cu+P Mon Aug 37t 2OI5 LI:22:59 Page 1-1

Wayne J. Sand and Gravel Mine Project Traffic StudyYear 2025 Pfus Cumufative Pl-us Project

Morning Peak Hour

Scenario

Command:Volume:Geometry:Impact Fee:Trip Generation:Trip DistributionPaths:Routes:Configuration:

Scenario ReportAM 202s+Cu+P

AM 2025 P

Ar4 2025ExistingDefauft Impact FeeAM

AMDefault PathsDefault Routes2025


AM 2025+cu+P Mon Aug 3I, 20L5 ]-1':22:59 Page 2-7

Wayne ,J. Sand and Gravel Mine Project Traffic StudyYear 2025 Plus Cumulative Pfus Project

Morning Peak Hour

Zone# Subzone


Forecast for AM

Rate RateAmount Units In out

Trips Trlps Total- E OfTrips Tota1In Out

1 vùayne J. san 1.00 MiningZone 1 Subtotal


55.00 37 .0055

3137

52 .00 37 .00 52 3'7

52 3'7

92 50. B

92 50.8

B9B9

49.249.2

TOTAL 107 74 181 100.0


AM 2025+cu+P Mon Aug 3I, 20L5 77:22:59 Page 3-1

Wayne J. Sand and Gravel Mine Project Traffic StudyYear 2025 Pl-us CumuÌative Plus Project

Morning Peak Hour


#1 Moorpark Avenue (SR-23) at Los AngelesAvenue (SR-118) [CiBase 2B 38 159 431 14 80 130 1200 50Added0003500000Total 28 38 159 472 14 B0 130 1200 50

VolLme Northbound SouthboundType Left Thru Right Left Thru Right

#2 Moorpark Avenue (SR-23) at High Street [CiBase 0 558 134 350 303 0 34dded051003500Total- 0 609 I34 350 338 0 3


Base 65 624 0Added 0 51 0TotaÌ 65 615 0


lfestbound TotalLeft Thru Right Volume

Moorparkl49 451 39140 s1 86

49 508 4000

ty of72 12

0

12 12

ty of3

0

3

Moorparkl10 r5200

10 r52

8'7

087

2660

266

186686

1952

18999T

1990

SR-23) at Broad\^ray Road lCounty of Ventural01078 35 42 0 55 0 003s23000001113 3'7 45 0 55 0 0

#4 Grj-mes canyon Road South at Broadway Road lcounty of Ventura]Base 18 0 168 0 0 0 0 B'l 76 253 62Added00300000020Total- 18 0 171 0 0 0 0 B'7 16 255 62

#5 Grimes Canyon Road South at Los Angel-es Avenue

0

00

0

0

0

290

29

85 66 205430

69 2054

(sR-118)0

00

6045

609

lcounty of Ventura]0 810 21, 306500050 810 21 3070

BaseAddedTotal-

2

#6 A Street (SR-23) at Ventura Street (SR-126) [City of Fillmore]Base 426 21O 206 113 266 90 69 1000 309 513 1821Added180190000025280rotaf 444 210 225 113 266 90 69 1000 334 547 IB27

#7 Grimes Canyon Road (SR-23) at Wayne's Way lcounty of Ventura]Base 0 623 6 07741 16 0 0 0 4 0

Added 0 16 39 I'7 11 0 0 0 0 26 0

rotal- 0 639 45 17 1158 L6 0 0 0 30 0

0

0

0

000

000

4

04

a6

06

sR-23 )

000

81

670

61

574490

5234

18 08r20

I928

2611B6

21 63

I21123

#8 V,lal-nut Canyon RoadBase 385 882Added 0 51Total 385 933

#9 Moorpark AvenueBase 86 498Added 0 51Tota1 86 549

at Casey Road [City of Moorpark]845 '71 36 0 452 0

35 0 0 0 0 0

BB0 '71 36 0 452 0

t Poindexter Avenue lCity of Moorpark]448 193 229 10 1353s0000

483 193 229 10 135

0

0

0

000

SR-2 390

9

330

100

1Q

r66786

11 41

Traffix 7.6.0115 (c) 2003 Dowllng Assoc. Licensed to URS CORP.' SANTA ANA' CA

AM 2025+cu+P Mon Auql 3L, 2015 ]-1':.22:59 Paqe 3-2

Wayne J. Sand and Gravel Mine Project Traffic Study'Íear 2025 Pl-us Cumulative Plus Project

Morning Peak Hour




Westbound TotalLeft Thru Right Volume

#10 Spring Road at Los AngefesAve (SR-l-l-B) [City of Moorpark]Base 254 325 49 350 54'7 100 106 1303 159 1I t4'79Added0000000350051rotal 254 325 49 350 54'l 100 106 1338 159 71 1530

3070

307B6

513 6

Traffix 7.6.0115 (c) 2003 Dowl-ing Assoc. Licensed to URS CORP.' SANTA ANA' CA

AM 2025+Cu+P Mon Aug 31-, 2075 l-1:23:00 Page 4-1-

Wayne J. Sand and Gravel Mine Project Traffic StudyYear 2025 PIus Cumul-ative Plus Project

Morning Peak Hour

Impact AnalYsis Reportl,evel Of Service

Intersectio¡ BaseDeI,/ v /

LOS Veh C

S 1 Moorpark Avenue (SR-23) at Los F xxxxx 1.510

# 2 Moorpark Avenue (SR-23) at Hig D xxxxx 0'870

# 3 crimes canyon Road (SR-23) at F 0.0 1'306

+ 4 Grines Canyon Road South at Br B 10.6 0.000

# 5 Grlmes Canyon Road South at Lo F xxxxx 1.455

# 6 A Street (SR-23) at Ventura St F xxxxx l-.318

# 7 Grimes Canyon Road (SR-23) at C 2L.5 0.000

# I f{al-nut canyon Road (SR-23) at F xxxxx 1.273

# 9 Moorpark Avenue (SR-23) at Poi B xxxxx 0.619

# 10 Spring Road at Los Angel-esAve E xxxxx 0.924

FutureDeL/ v/

LOS Veh C

F xxxxx 1.510

E xxxxx 0. 902

F 0.0 1.366

B 10.6 0.000

F xxxxx 1.456

F xxxxx 1.355

E 53.4 0.000

F xxxxx 1.296

B xxxxx 0.657

E xxxxx 0.940

Changein

+ 0.000 V,/c

+ 0.032 v/C

+ 0.000 D/v

+ O.02I D/v

+ 0.001- V/C

+ 0.037 v/c

+31.898 D/V

+ 0.023 vlC

+ 0.039 v/c

+ 0.016 V/C

Traffix ?,6.0115 (c) 2003 Dowling Assoc. Licensed to URS CORP', SANTA ANA, cA

AM 2025+Cu+P Mon Aug 3I, 2OI5 11:23:00 Page 5-1

VÍayne J. Sand and Grave.I Mine Project Traffic StudyYear 2025 PÌus Cumulative Plus Project

Morning Peak Hour

Levet Of Service Computation ReportICU 1 (Loss as CycJ_e Length %) Method (Future Volume Afternative)

********************************************************************************Intersection #1 Moorpark Avenue (sR-23) at Los AngelesAvenue (SR-118) [City of M

********************************************************************************Cycte (sec) : 100 Critical Vo]. /Cap. (X) : 1 ' 510

Loss Time (sec) : 10 (Y+R : 4 sec) Average Defay (sec/veh) : xxxxxxOptimal Cycle: 100 Level Of Service: F********************************************************************************Approach: North Bound South Bound East Bound !Ùest BoundMovement: L - T _ R L - T - R L _ T - R L _ T _ R

-l---------ll---------ll---------ll---------------lcontrol: Split Phase spllt Phase Protected ProtectedRights: Ovl Ovl Include OvlMin.creen: O O 0 0 O 0 0 0 0 0 0 0

Lanes: 1 1 O O 1 1 0 11 0 1 1 O 2 1 0 1 0 2 O 1

r---------------ll---------------ll---------------ll---------------lVofume Module:Base Vol: ¿óGrotÎth Adj : 1.00 1

Initial Bse: 28Added Vol-: 0

PasserByvor: u

Initial Fut: 28User Adj : 1.00 1

PHF Adj : I .00 1

PHF Vol-ume:. 28Reduct Vof: 0

Reduced Vol: 28PCE Adj : 1.00 1

MLF Adj: 1.00 lFinal Vol. : 28

38 15900 1 .0038 1590000

38 1s900 1.0000 1.0038 1s900

38 1s900 1.0000 1.0038 159

43'7

1 .00431

?q

0

4121 .001 .00

4120

4121 .001 .00

412

741.00

I400

741.001 .00

I40

0000

80 13000 1.0000 1 .0080 13000

80 13000 1 .00

0

012001.00 1

1.00 I7200

012001.00 1

121 .00

1200

121 .001 .00

120

121 .001 .00

12

12491.00L249

00

12491.001.001249

0L2491.001.001249

4511 .00

45151

0

5081.001.00

s0B0

s0B1 .001.00

s0B

B0 130 12001 .00 1 .00 1.00 1

B0 130 1200

500050

00

50000050

0

5000

1

1

I41.001 .00

I4

1

1 00 1 .00 1.00 1.0080 130 1200 50

Saturation Elow Modufe:sar/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600Adjustmenr: 0.94 1. OO 0.94 0.94 1.00 0.94 0.94 1.00 0.94 0.94 1.00 O.94Lanes: 1.OO 1.OO 1.OO 1.99 0.01 1.00 1.00 2.88 0.L2 1.00 2.00 1.00Finaf sat.: 1500 1600 15OO 2985 16 1500 1500 4608 180 1500 3200 1500

-l---------ll---------ll---------ll---------------lCapacity Anafysis Module:Vot/sar: o .o2 0 .02 0.11 0.16 0. 88 0.05 0.09 0.26 0 .28 0.05 0.39 0.34crit Moves: **** **** **** ************************************************************************************


AM 2025+Cu+P Mon Aug 3I, 2015 11:23:00 Page 6-1

Wayne J. Sand and Gravel Mine Project Traffic StudyYear 2025 Pl-us Cumul-ative Pl-us Project

Morning Peak Hour

Level Of Service Computation ReportICU 1(Loss as Cycle Length å) Method (Future volume Alternative)

********************************************************************************Intersection S2 Moorpark Avenue (SR-23) at High Street ICity of Moorpark]***************************************************************************+****Cycle (sec): 100 Critical Vol'/Cap' (x): 0'902lãss Time (sec) : 10 (Y+R : 4 sec) Average Delay (sec/veh) : xxxxxxOptimal Cycle: 100 Level Of Service; E



-l---------ll---------ll---------ll---------------lControl: Permitted Permitted Split Phase Split Phase

Rights:Incfudelncfudelncludelnc].udeuiÀ.creen: 0 O O O 0 0 0 0 0 0 0 0

Lanes: O 1 O O 1 1 O O 1 O 0 0 1! 0 0 0 1 0 0 1

-l---------ll---------ll---------ll---------------lVolume ModuleBase Vol-:crot¡tth Adj:Initial Bse:Added Vof:PasserByvol:Tnitial Fut:User Adj:PHF AdJ:PHF Vol-ume:Reduct Vol:Reduced VoI:PCE AdJ:MLF Adj:Final VoI. :

Saturation Ffo¡ir ModuleSat/Lane: 1600 1600Adjustment: 0.94 1.00Lanes: 0.00 1.00Finaf Sat.: 0 1600

01.00

0

000

1 .001.00

0

0

01.001.00

0

5581 .00

55851

0

6091 .001.00

6090

6091 .001 .00

609

]-341 .00

13400

7341 .001 .00

7340

1341 .001 .00

134

350 303 0 3

1.00 1.00 1.00 1.00350 303 0 3

035000000

350 338 0 3

1.00 1 .00 1.00 1.001.00 1.00 1.00 1.00350 338 0 3

0000350 338 0 3

1 .00 1.00 1 .00 1 .001.00 1 .00 1.00 1 .003s0 338 0 3

|--------- l l----

3 10 r52 87 2661 .00 1.00 1 .00 1.00 1.00

3 10 r52 81 26600000000003 10 r52 87 266

1.00 1.00 1.00 1.00 1.001 .00 1.00 1 .00 1.00 1.00

3 10 r52 81 266000003 10 L52 81 266

1 .00 1 .00 1 .00 1.00 1 .001.00 1.00 1 .00 1 .00 1.00

3 10 t52 87 266ll---------------l

1600 1600 1600 1600 16001.00 0.94 0.94 1.00 0.940.19 0.62 0.64 0.36 1.00300 938 954 582 1500

| --------------- l

0.01 0.01 0. 16 0.15 0.18****

*****************************

1 600o.941 .001 500

1600 16000.94 1.001 .00 1 .001500 1600

00 160094 0.9400 0.190 28r

160.0.


Vof/Sat: 0.00 0.38 0.09 0.23 O-2ICrit Moves ' **** ********************************************

----- | ----0.00 0 .01

***************

Traffix 7.6.0115 (c) 2003 DowÌing Assoc. Licensed to URS CORP', SANTA ANA, CA

AM 2025+Cu+P Mon Aug 3It 2015 11:23:00 Page 7-1

Wayne J. Sand and Gravel Mine Project Traffic StudyYear 2025 Plus Cumul-ative Plus Project

Morning Peak Hour

Leve1 Of Service Computation Report20OOHcMUnSignalizedMethod(FutureVofumeAlternative)

********************************************************************************Intersection #3 Grimes Canyon Road (SR-23) at Broadway Road ICounty of Ventura]********************************************************************************ôr¡nlo lqcoì: 1 Critical- Vol-'/Cap' (X) : 1'366vYvfv \uvv, i

lãss Time (sec): 0 (Y+R: 4 sec) Average Detay (sec/veh): 108'6Optimal CycÌe: O Level Of Service; F

********************************************************************************Approach:NorthBoundSouthBoundEastBoundWestBoundMovement: L - T - R L - T - R L - T - R L - T - R

-l---------ll---------ll---------ll---------------lControÌ: Yíeld Sign Stop Sign Stop Sign Stop SignRi ght sLanes:

Volume Module:Base Vol: 65croürth Adj : 1.00fnitial- Bse: 65Added Vof: 0

PasserByvol: 0

Initial- Fut: 65User Adj : 1.00PHF Adj : 1.00PHF Volume: 65Reduct Vol: 0

Final VoI. : 65

Saturation Flow ModufeSat/Lane: 0 0

Adjustment: 1.00 1.00l,anes: 1.00 1.00Final Sat. : 556 556

0000001. OO 1.00 1.00 1.00 1.00 1.000. o0 o. 97 0.03 0.45 0.00 0. 55

o 815 2't 111 0 135

0001 .00 1.00 1.00

000000000000

1.00 1.00 1.001 .00 1.00 1.00

000000000

| --------------- l

0001.00 1.00 1 .000 .00 0.00 0.00

000| --------------- l

0.00 0.00 0.00****

1.00 1.00 1.000.00 0.00 0.000.0 0.0 0.0

1 .00 1.00 1.000.0 0.0 0.0

000******************

Include Incfude Include Include1 0 1 O 0 o o o 1 o o 0 1! 0 0 0 0 0 0 0

t---------------ll---------------ll---------------ll---------------l624

1 .00624

510

61 51 .001 .00

6150

61 5

01 .00

0

000

1 .001 .00

0

00

10781.001078

350

11 131.001.0011 13

0

11 13

)E

1 .00?q

2

0

1 .001 .00

310

31

420551 .00 1.00 1.00

42055300000

45 0 551 .00 1.00 1 .001 .00 1.00 1.00

45 0 55000

45 0 55

| ---------

01 .00

0000

1 001 .00

000

0

1 .000 .00

0

-l---------ll---------ll---------Capacity AnaÌysis Modufe :

vol-/sutt O.I2 I.2I O'OO 0.00 1.37 I'3'7 0'41 0'00 0'41****

1.00 1.000.00 0.41

0 .0 4.11.00 1.000.0 4.'7

00***********

Crit MovesGreen/Cycle:1.00 1.00 1.00 1.00 1.00 1.Vofume/Cap: O.I2 I.27 0.00 0.00 1.37 1.Detay/Veh: L.6 101 0.0 0.0 1-19 1'1 9

Detay Adj : 1.00 1 .00 1 .00 1 .00 1.00 1.AdjDel,/Veh: 1.6 101 0.0 0.0 719 I1 9

DesignQueue: 0 0 0 0 0

*******************************************

00 1 .0031 0.41.5 4.100 1 .00

EA1

00********

Traffix 7.6.0115 (c) 2003 DowÌing Assoc. Licensed to URS coRP., SANTA ANA' CA

AM 2025+Cu+P Mon Aug 3I, 20L5 11:23:00 Page B-1

Wayne J. Sand and Gravel Mine Project Traffic StudyYear 2025 Pl-us Cumulatj-ve Pl-us Project

Morning Peak Hour

Level- of Service Computation Report2O0O HCM UnsignaÌized Method (Future Volurne Al-ternative)

********************************************************************************Intersection #4 Grimes Canyon Road South at Broadl¿/ay Road ICounty of Ventura]********************************************************************************Average Defay (sec/veh): 6.6 Worst Case Level Of Service: Bt 10.61********************************************************************************Approach: North Bound south Bound East Bound west BoundMOVCMENT: L - T - R L _ T - R L _ T - R L - T - R

-l---------ll---------ll---------ll---------------lcontrol_: stop sign stop sign uncontrolled uncontroÌledRights: Include Include Incfude fncludel,anes: O O 1! 0 O O O 0 0 0 0 0 0 1 0 0 1 0 0 0

-l---------ll---------ll---------ll---------------lVolume Module:Base Vof: 18Growth Adj : 1.00 1.lnitial Bse: 18Added Vof: 0

PasserByvof: 0

-Lnrtra-L .Eut: .l-õ

User Adj : 1.00 1.PHF Adj: 1.00 1.PHF Volume: 18Reduct Vol: 0

Final Vol. : 18Critical Gap Module:Critlcal GpFoll-owupTim

6.4 xxxx 6.2 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 4.1 xxxx xxxxx3.5 xxxx 3.3 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 2.2 xxxx xxxxx

t---------------ll---------------ll---------------ll---------------lCapacity Module:Cnflict Vot: 667 xxxx 95 xxxx xxxx xxxxx xxxx xxxx xxxxx 103 xxxx xxxxxpotent Cap.: 42'7 xxxx 961 xxxx xxxx xxxxx xxxx xxxx xxxxx 1502 xxxx xxxxxMove Cap.: 362 xxxx 96't xxxx xxxx xxxxx xxxx xxxx xxxxx 1502 xxxx xxxxxVolume/Cap: 0.05 xxxx 0.18 xxxx xxxx xxxx xxxx xxxx xxxx 0.17 xxxx xxxx

-l---------ll---------ll---------ll---------------lLevel Of Service Module:eueue: xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx t 0.6 ""*x xx*""Stopped Del-:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 7.9 xxxx xxxxxLOS ty Move: * * * * * * * * * A * *

MovemeNt:LT_LTR-RTLT_LTR-RTLT_LTR-RTLT-LÎR_RTShared Cap.: XXXX 834 xxXXX xXXx xXXx xXXXX xXXX xxXX xxxxx Xxxx XXXX XxxxxSharedeueue:xxxxx 0.9 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 0.6 xxxx xxxxxShrd StpDel:xxxxx 10.6 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 7.9 xxxx xxxxxShared LOS: * B * * * * * * * A * *

ApproachDel: 10. 6 xxxxxx xxxxxx xxxxxxApproachlos: B * * *

1681 .00

16830

t7r1 .001 .00IlI

0

r17

0000

1.00 1

1.00 1

00

0

0000 1.0000000000

00 1 .0000 1.00000000

0871 .00 1.00

08700000 87

1 .00 1.001.00 1.00

087000 87

761.00

T600

I61.001 .00

760

T6

253 621.00 1.00253 62

2000

255 621.00 1.001 .00 1.00255 62

002s5 62

0

00000

0

0000

00

0

01.00 1 1

0

0000

0

00000

0

00

1

1

Traffix 7.6.0115 (c) 2003 DowÌing Assoc. Licensed to URS CORP., SANTA ANA' cA

AM 2025+Cu+P Mon Aug 3It 2015 11:23:00 Page 9-1

Wayne J. Sand and Gravel Mine Project Traffic StudyYear 2025 Plus Cumul-ative Plus Project

Morning Peak Hour

Level- Of Service Computation ReportICU 1 (Loss as Cycle Length ?) Method (Future vol-ume Alternative)

********************************************************************************fntersection #5 Grimes Canyon Road South at Los Angel-es Avenue (SR-f18) [County********************************************************************************Cycle (sec) : 1OO Critical VoI. /cap. (X) : 1.456Loss Time (sec): 10 (Y+R = 4 sec) Average Defay (sec/veh): xxxxxxOptirnal Cycle: 100 Level Of Service: F********************************************************************************Approach: North Bound south Bound East Bound west BoundMovement: L - T - R L _ T _ R L - T - R L - T - R

-r---------ll---------ll---------ll---------------lcontrol: spÌit Phase split Phase Protected ProtectedRights: Include Incfude Include IncludeMin.creen: 0 O O 0 0 0 0 0 0 0 0 0

Lanes: O O O O O O 0 1! 0 0 1 0 1 0 0 0 0 1 0 1

t---------------ll---------------ll---------------ll---------------lVolume ModuÌe:Base VoI:Growth Adj:Initial BseAdded Vol:PasserByvoflnítial FutUser Adj:PHF AdJ:PHF Volume:Reduct Vol:Reduced VolPcE Adj : 1.00 1

MLF Adj : 1.00 1

Final VoI.: 0

-t------Saturation Fl-o\^/ Module :

Sat/Lane: 1600 1600Adjustment: 1.00 1.00Lanes: 0.00 0.00Final Sat.: 0 0

1.00 1

1.00 1

00

0

0

0

0

1 .001.00

0

1.00 1

1.00 1

290

291.00 1

1.00 1

29

01.00 1

00

0

0

000

00

0

0

0000

00

0

0000

0

1

000

0

0

0

000

291.00 1

2900

0 8500 1.000 Bs02000 87

00 1.0000 1.000 8700087

00 1.0000 1.000 87

661 .00

663

069

1 .001 .00

690

691 .001 .00

69

20541.002054

00

20541.001.002054

020541.001.002054

0

1.00000

0

1.001.00

0

1.000

00

0

1.001.00

00

0

1.001 .00

0

8101.00

81000

8101 .001 .00

8100

8101.001 .00

810

2I1 .00

2L

0

027

1 .001.00

2T0

2I1.001.00

2I

291

1 000

0

0

1.001 .00

0

000000

0

1 6001.000 .00

0

1600 16001.00 1.000.25 0.00400 0

1 6001 .000 .75L200

1600 16001 .00 1.001.00 1.001600 1600

00 160000 1.0p00 1.000 1600

1 6001.001.001 600

761.0.

L61.0.

t---------------ll---------------ll---------------ll---------------lCapacity Analysis Module :

Vol/Sat: o.0o o. oo o.0o o. 07 0.00 0.07 0.04 1.28 0.00 0.00 0.51 0.01CIit MOVeS: **** **** ************************************************************************************

Traffix 7.6.0115 (c) 2003 DowÌing Assoc. Licensed to URS coRP., SANTA ANA, CA

AM 2025+Cu+P Mon Aug 3I, 2075 11:23:00 Page 10-1

lfayne J. Sand and Gravel Mine Project Traffic StudyYear 2025 Pl-us Cumufative Pl-us Project

Morning Peak Hour

Level Of Service Computatj-on ReportICU 1(Loss as Cycle Length 3) Method (Future vol-ume Alternative)

********************************************************************************Intersection #6 A Street (SR-23) at Ventura Street (SR-126) [City of Fillnore]********************************************************************************Cycle (sec) : 100 Critical Vol. /Cap. (X) : 1 ' 355

Loss Time (sec): 10 (Y+R : 4 sec) Average Delay (sec/veh): xxxxxxOptimaÌ Cycle: 1OO , Level Of Service; F

********************************************************************************Approach: North Bound south Bound East Bound lilest Bound


-l---------ll---------ll---------ll---------------lcontrol-: Protected Protected Protected ProtectedRights: fnclude Incl-ude Include IncludeMin.creen: O O O O O 0 0 0 0 0 0 0

Lanes: 1 O 0 1 O 1 O O 1 0 1 0 1 1 0 1 0 1 1 0

-l---------ll---------ll---------ll---------------lVoÌume Modufe:Base Vol- : 426Growth Adj : 1.00-Ln.It.Ia_L bse: 4zoAdded Vol: 18PasserByvol: 0Initial Fut: 444User Adj : 1.00PHF Adj : 1.00PHF Vol-ume z 444Reduct Vol: 0

Reduced Vol: 444PCE Adj : 1.00MLF Adj : 1.00Final Vol. : 444

2101 .00

21000

2'7 0

1 .001.00

2100

2101.001 .00

210

2061.00

20679

0

2251 .001 .00

2250

2251 .001.00

zza

1131 .00

11300

1131 .001 .00

1130

1131.001 .00

113

2661.00

26600

2661 .001 .00

2660

2661 .001.00

266

901.00

900

0

901 .001 .00

900

901.001.00

90

691 .00

6900

691 .001 .00

690

691 .001 .00

69

10 001.001000

00

10001.001.001000

010001 .001.001000

3091.00

309

0

3341 .001.00

3340

3341.001.00

334

5131.00

5132B

0

5411 .001 .00

5410

5411 .001.00

541

782r1.00I82I

00

1-82!1.001.00IB2I

0

LB271.001.00IB2I

6I1. 00

6L0

06t

1.001 .00

610

6t1 .001.00

67

r---------------ll---------------ll---------------ll---------------lSaturation Flow Module:sat/Lane: 1600 1600 16OO 160O 1600 1600 1600 1600 1600 1600 1600 1600

Adjustment: 1.00 1.00 1.oo 1.oo 1.oo 1.00 1.00 1.00 1.00 1.00 1.00 1.00l,anes: 1. O0 0.55 0.45 1.00 0.75 0 .25 1 .00 1.50 0.50 1 .00 1.94 0.06Final Sat.: 1600 873 121 1600 1196 404 7600 2399 801 1600 3096 104

-l---------ll---------ll---------ll---------------lCapacity Anal-ysis Modul-e :

vorlsat: 0.28 0.31 0.31 0.01 0.22 0.22 0.04 0.42 0.42 0.34 0.59 0.s9crit Moves. **** **** **** ************************************************************************************

Traffix 7.6.0115 (c) 2O03 Dowling Assoc. Licensed to uRs coRP.' SANTA ANA, CA

AM 2025+Cu+P Mon Aug 3Lt 2OI5 11:23:00 Page 11-1

V{ayne J. Sand and GraveÌ Mine Project Traffic StudyYear 2025 Plus Cumulative Pl-us Project

Morning Peak Hour

Levet Of Service Computation Report2000 HCM Unsignalízed Method (Future Vofume Alternative)

********************************************************************************Intersection#TGrimescanyonRoad(SR-23)atWayne'sWay[CountyofVentura]********************************************************************************Average Delay (sec/veh): 1.5 WoIst Case Level- of service: Ft 53.41********************************************************************************ApproachMovement

North Bound South BoundL-T-RL-T_R

| --------------- | I --------------- |

Uncontrolled UncontrolledInclude Incfude

0 0 0 1 0 0 0 11 0 0

| --------------- | I --------------- |

East Bound !Ùest BoundL-T-RL-T_R

| --------------- | I --------------- |

Stop Sign StoP SignIncfude Incfude

0 0 0 0 0 0 0 1! 0 0

| --------------- | I --------------- |

ControfRights:Lanes:

Volume ModuleBase Vof:Growth Adj:Initial Bse:Added Vol-:PasserByvol:Initial Fut:User Adj:PHF AdJ:PHF Vofume:Reduct Vol:Final VoÌ. :

Criticaf Gap Modufe:Critical Gp:xxxxx xxxx xxxxxFollowUpTim:xxxxx xxxx xxxxx

-l---------------lCapacity Module:Cnflict Vol: xxxx xxxx xxxxxPotent Cap.:Move Cap.:volume/Cap:------------lLevel Of Service Modul-e:Queue: xxxxx xxxx xxxxxStopped Del:xxxxx xxxx xxxxxLOS by Move: * * *


xxxx xxxx xxxxxxxxx xxxx xxxxxxxxx xxxx xxxx

919 xxxx xxxxx919 xxxx xxxxx

0.02 xxxx xxxx| --------------- l

xxxx xxxx xxxxxxxxx xxxx xxxxxxxxx xxxx xxxxt---------------l

6. 4 xxxx 6.23.5 xxxx 3.3

t---------------l1862 xxxx 662

81 xxxx 466B0 xxxx 466

0.37 xxxx 0.05t---------------l

0

1.000

00

01.00

00000

1

'L

1

623.00623

160

639.00.00639

0

639

6

1 .006

390

Ltr,

1 .001.00

450

45

0

1 .000

110

I11 .001 .00

7'7

077

7L411.00TI41

110

115I1 .001 .00115 8

0115 8

I61.00

I600

761 .001 .00

I60

I6

001.00 1.00

00000000

1.00 1.001 .00 1 .00

000000

4000 1.0040

26000

30000 1.0000 1.0030000

300

721.00

I211

023

1 .001.00

023

110

0000

00

1

1.00 1

1.00 1

00

0

4.1 xxxx xxxxx xxxxx xxxx xxxxx2.2 xxxx xxxxx xxxxx xxxx xxxxx

| --------------- | I --------------- |

684 xxxx xxxxx xxxx xxxx xxxxx

0.19.0A

LT

xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxxxxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx

********

Shared Cap.: xxxx xxxx xxxxx xxxx xxxxSharedQueue:xxxxx xxxx xxxxx xxxxx xxxxShrd StpDel-:xxxxx xxxx xxxxx xxxxx xxxxShared LOS: * + * * *

ApproachDef: xxxxxx xxxxxxApproachlOs: * *

- LTR -RTXXXXXxxxxxxxxxx

LT - LTRxxxx xxxx


xxxxxx*

-RT LT-LTRxxxxx xxxx I25xxxxx xxxxx 1 .8xxxxx xxxxx 53.4

**Fq?¿

F

-RTXXXXXxxxxxXXXXX

Traffix 7.6.0115 (c) 2O03 Dowling Assoc. Licensed to URS coRP.f SANTA ANA' CA

AM 2025+Cu+P Mon Aug 3I, 2015 11:23:00 Page 72-I

!ûayne ,J. Sand and Gravel Mine Project Trafflc StudyYear 2025 Plus Cumulative Pfus Project

Mornlng Peak Hour

Level Of Servj-ce Computation ReportICU 1 (Loss as Cycle Lenqth %) Method (Future Volume Al-ternative)

********************************************************************************Intersection #B V{afnut Canyon Road (SR-23) at Casey Road ICity of Moorpark]********************************************************************************CycÌe (sec): 100 critícaf vol./Cap. (x): I-296Loss Tj-me (sec) : 10 (Y+R = 4 sec) Average Delay (sec/veh) : xxxxxxOptimat Cycle: 100 Level Of Service: F********************************************************************************Approach: North Bound South Bound East Bound West BoundMovement: L - T - R L - T - R L - T - R L - T - R

-t---------ll---------ll---------ll---------------lControl: Prot+Permit Permitted Protected ProtectedRights: Incfude Incfude Include IncludeMin.creen: O 0 0 0 0 0 0 0 0 0 0 0

Lanes: 1 0 1 0 0 0 0 0 1 0 1 0 0 0 1 0 0 0 0 0

t---------------ll---------------ll---------------ll---------------lVolume Module:Base Vol: 385Growth Adj : 1.00Initial Bse: 385Added Vol: 0PasserByvol-: 0Initial- Fut: 385User Adj : 1.00PHF Adj : 1.00PHF Vol-ume: 385Reduct Vof: 0Reduced VoI: 385PCE Adj : 1.00MLF Adj : 1.00Final Vof. : 385

8821 .00

88251

0

9331 .001.00

9330

9331.001 .00

933

0 84500 1.000 845035000 880

00 1.0000 1.000 880000 880

00 1.0000 1.00O BBO

1'7

1 .00'77

00

111.001.00

110

111 .001 .00

17

361 .00

3600

361 .001.00

360

361 .001 .00

36

0

1.000

000

1.001.00

00

01.001 .00

0

452.00452

0

0452.00.00452

0

452.00.00452

01 .00

000

01 .001 .00

0

0

0I .001 .00

0

0

0

00

1.001.00

00

0

1.001.00

0

01.001

0

000000

0000

0

0

0

0000

0

1

01.00

0000

1.001.00

0

0

0

1.001.00

0

1

1

1

1

1

1

11

1

11

-l---------ll---------ll---------ll---------------lSaturation Flow Modufe:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600Adjustment: 0.94 1 .00 0.94 0.94 1 .00 0 '94 0. 94 1 ' 00 0. 94 0.94 1.00 0.94Lanes: 1.00 1 .00 0.00 0.00 0. 92 0.08 1 .00 0 ' 00 1.00 0.00 0.00 0.00Final Sat.: 1500 1600 0 O L41I I27 1500 0 1500 0 0 0


vol/Sat: O .26 0 .58 0.00 0.00 0. 60 0 .64 0.02 0.00 0.30 0.00 0.00 0.00Crit MOv.eS. **** **** ************************************************************************************


AM 2025+Cu+P Mon Aug 31, 2015 11:23:00 Page 13-1

Wayne J. Sand and Gravel Mì-ne Project Traffic StudyYear 2025 Plus Cumulative Pl-us Proiect

Morning Peak Hour

rcu 1 (Loss ." .llï!'"3:n:;ïiï":;äå"ÌË:i::"*;:iil. A,.rernarive)********************************************************************************Intersection #9 Moorpark Avenue (SR-23) at Poindexter Avenue lCity of Moorpark]********************************************************************************Cycle (sec) : 1OO Criticaf VoI. /Cap. (X) : 0.657Loss Time (sec) : 10 (Y+R : 4 sec) Average De1ay (sec/veh) : xxxxxxOptimal Cycle: 45 Level- Of Service: B

********************************************************************************Approach: North Bound south Bound East Bound vìlest BoundMovement: L - T - R L - T - R L - T - R L - T - R

-r---------ll---------ll---------ll---------------lcontrol: Protected Protected Split Phase split PhaseRights: Incl-ude Include Include IncÌudeMin.creen: O O O 0 0 0 0 0 0 0 0 0

Lanes: 1 O 0 1 O 1 0 1 0 1 0 1 0 1 0 1 0 0 1 0

-t---------ll---------ll---------ll---------------lVolume Module:Base Vof: 86Growth Adj : 1.00Initial Bse: 86Added Vof: 0PasserByvol: 0Tnitial Eut: 86User Adj : 1.00PHF Adj : 1.00PHF Volume: 86Reduct Vol-: 0Reduced Vof: 86PCEAdj: 1.001.00 1.00 1.001'00 1.00 1.001.00 1-00 1.00MLFAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1-00 1.00Final Vol-. : 86 549 9 6 483 193 229 10 135 4

4981.00

49851

0549

1 .001.00

5490

R/ O

9

1 .009

00

9

1 .001 .00

9

0

9

6 4481.00 1 .00

6 448035006 483

1.00 1 .001.00 1.00

6 483006 483

1931 .00

1930

0

1931 .001 .00

1930

193

229 101 .00 1 .00229 10

0000

229 101 .00 1.001 .00 1 .00229 10

00229 10

1351.00

13500

1351.001.00

12tr

0135

4

004

1.00 1

1.00 1

4

04

33 1000 1.0033 100000

33 1000 1.0000 1.0033 1000

33 1000 1.0000 1 .0033 10

4

1.00 1

1

1

Saturation Fl-ow ModufeSat/Lane: 1600 1600Adjustment: 0.94 1.00Lanes: 1.00 0.98

1 6000.940.02

160O 1600 1600 1600 1600 1600 1600 1600 16000.94 1 .00 0.94 0.94 1.00 0 .94 0 . 94 1.00 0 .941.00 1.00 1.00 1.00 0.28 0.'72 1.00 0.77 0.23

Final sar.: 1500 15?4 24 1500 1600 1500 1500 445 1083 1500 1228 349


Vof/sar: o. o6 0.35 0.37 0.00 0. 30 0.13 0.15 0.02 0 .12 0.00 0.03 0.03crit Moves. **** **** **** ************************************************************************************

Traffix 7.6.0115 (c) 2003 Dowling Assoc. Licensed to URS coRP./ SANTA ANA, CA

AM 202s+Cu+P Mon Aug 3I, 2015 11:23:00 Page 14-1

Wayne J. Sand and Gravel Mine Prolect Traffic StudyYear 2025 Plus Cumulative Plus Project

Morning Peak Hour

Level Of Service Computation ReportICU 1 (Loss as Cycle Length 8) Method (Future Vol-ume AÌternative)

********************************************************************************Intersection #10 spring Road at Los AngelesAve (sR-118) tcity of Moorparkl********************************************************************************Cycle (sec): 1OO criticaf Vo1./cap. (X): 0'940Loss Time (sec): 0 (Y+R : 4 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 100 Level Of Service: E


-r---------ll---------ll---------ll---------------lControÌ: Protected Protected Protected ProtectedRights: Include Ovt Include OvfMin.creen: 0 O O 0 0 0 0 0 0 0 0 0

Lanes: 2 O 1 1 O 2 0 1 0 1 2 O 2 0 1 1 0 2 0 1

-l---------ll---------ll---------ll---------------lVol-ume Modul-e:Base Vol:. 254 325 49 350 541 100 106 1303 159 1I \419 307GrowthAdj: 1.001.00 1.00 1.001.00 1.00 1.001.00 1.00 1.001.00 1.00Initial Bse: 254 325 49 350 541 100 106 1303 159 1I ]-419 301

AddedVol-: O O 0 0 0 0 0 35 0 0 51 0

PasserByvof: 0 O 0 0 0 0 0 0 0 0 0 0

rnitial_ Fut: 254 325 49 350 541 100 106 1338 159 71 1530 301

UserAdj: 1.001.00 1.OO 1'001.00 1.00 1.001.00 1.00 1'001.00 1'00PHFAdj: 1.00 1.OO 1.OO 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1-00pHF Votume: 254 325 49 350 541 100 106 1338 159 71 1530 307Reduct Vo1: O 0 O 0 0 0 0 0 0 0 0 0

Reduced vol: 254 325 49 350 541 100 106 1338 159 71 1530 307PCEAdj: 1.001.00 1.00 1.001.00 1.00 1.001.00 1.00 1.001.00 1.00MLFAdj: 1.001.00 1.OO 1.001.00 1.00 1.001.00 1.00 1'001.00 1.00Final_ vof.: 254 325 49 350 541 100 106 1338 159 71 1530 307

-l---------ll---------ll---------ll---------------lSaturation Ffow Modufe:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600Adjustment: 0. 94 1 .00 o .94 0. 94 1.00 0 .94 0 . 94 1.00 O.94 0.94 1 .00 0. 94

Lanes: 2.OO I.'r-4 0.26 2.00 1.00 1.00 2'00 2.OO 1.00 1.00 2'00 1.00Final Sat.: 3OOO 2781 393 3000 1600 1500 3000 3200 1500 1500 3200 1500

l---------------ll---------------ll---------------ll---------------lCapacity AnaÌysls Modufe :

vol/Sat: O.OB 0.12 0.12 0.72 O.34 0.07 0.04 0.42 0.11 0.05 0.48 O-2O

crit Moves. **** **** **** ************************************************************************************


PM 202s+Cu+P Mon Aug 3I, 201_5 lI:23:.45 Page 1-1

Wayne J. Sand and Gravel Mine Project Traffic StudyYear 2025 Pfus Cumulative PÌus Project

Evening Peak Hour

Scenario ReportScenario

Command:Volurne:Geometry:Impact Fee:Trip Generation:Trip Distribution:Paths:Routes:Configuration:

PM 202s+Cu+P

PM 2025 P

PNl 2025Exist ingDefault Impact FeePM

PM

Defauft PathsDefauft Routes2025


PM 2025+Cu+P Mon Aug 31, 2015 71:23:45 Page 2-7

V{ayne J. Sand and Gravel- Mine Project Traffic StudyYear 2025 Plus Cumulative Plus Project

Evening Peak Hour

Zone# subzone


Forecast for PM


Trips Trips Total- I OfTrips TotafIn Out

1 Wayne .f . San 1.00 MiningZone ! Subtotal-

2 Grirnes Rock 1.00 MiningZone 2 Subtotaf

15.00 19.00

15.00 1-9.00

1515

19I9

1515

4

4

a

3s0.0s0.0

791-9

3434

s0 .0s0.0

TOTAL 30 38 68 100.0

Traffix 7.6.01-15 (c) 2003 DowJ_ing Assoc. Licensed to URS coRP., SANTA ANA, CA

PM 202s+Cu+P Mon Aug 37, 2075 17l.23:45 Page 3-1

Wayne J. Sand and Gravel Mine Project Traffic StudyYear 2025 Plus Cumulative Plus Project

Evening Peak Hour


Southbound Eastbound Westbound TotalLeft Thru Right Left Thru Right Left Thru Right VoÌume

#1 Moorpark Avenue (sR-23) at Los AngelesAvenue (SR-118) [City of Moorpark]Base 42 41 96 335 96 96 I83 1269 42 123 1100 232

AddedOOO18000000014rotal 42 41 96 353 96 96 I83 7269 42 123 1100 246

VoÌume NorthboundType Left Thru Right


Base 47 990 0

Added 0 14 0

Total 41 1004 0


Added 0 5 11Total 0 992 13

#8 Wafnut Canyon RoadBase 385 11]- 0

Added 0 L4 0rotal 385 785 0

23) at Broadbray Road lCounty of Ventura]0700191307800o 18 1 1 0 0 0 0

0 ?18 20 '1 4 0 78 0 0

3 6555Z

3681

#2 Moorpark Avenue (SR-23) at High Street ICity of Moorpark]Base 38 441- 303 150 524 15 10 36 15 25O

AddedO14OO1800000rotal 38 455 303 150 542 15 10 36 't5 250

100

10

3500

350

1450

145

190134

1 935

5 31034

5344

2202aa

2234

71II46

L]5'7

2508JZ

2540

223232

2264

R-

#4 Grimes Canyon Road South at Broadway Road lCounty of Ventura]Base 15 O 216 O 0 0 0 109 36 115 63

Added0O1O0000010rotal- 15 O 2I1 0 O 0 0 109 36 116 63

0

0

0

00

0

1B0

0

0

1

5542

556

lCounty of Ventural0 938 21 319000020 938 21 3192

#5 Grimes Canyon Road South at Los Angel-es Avenue (

Base O 0 0 15 0 35 952086AddedOO000110Total- O O 0 15 0 36 962086

SR

#6 A Street (sR-23) at ventura Street (sR-126) [City of Filfnore]Base 261 361 349 146 289 90 95 1800 370 198 1200Added901000000780rotaf 216 361 359 746 289 90 95 1800 311 206 1200

!fay( sR-2 t^

000

3)4

59

at Wayne

at Casey Road'7 81 11180

8 05 1'7

lCounty of Ventural000200 0 0 13 0

0 0 0 15 0

City of Moorparklo4520000o4520

sR-23 )

00

0

7106

176

6

6

72

190

19

t36

036

00

0

0

00

#9 Moorpark AvenueBase 60 411Added 0 14Total 60 49I

(SR-23) at Poindexter Avenue [City of Moorpark]26 248 535 L52 374 234 r24 r1 260 o 18 0 0 0 0 0 0

26 248 553 752 3r4 234 r24 r1 26

Traffix 7.6.0115 (c) 2O03 Dowling Assoc. Licensed to URS coRP., SANTA ANA, CA

PM 2025+Cu+P Mon Aug 37, 20LS II:23:45 Page 3-2

wayne J, Sand and Gravel Mine Project Traffic StudyYear 2025 Plus Cumulative Pl-us Project

Evening Peak Hour

VoLume NorthboundType l,eft Thru Right




#10 aprang30

30

Road at Los Angel-esAve (SR-118) [City of Moorpark]6 37r 12 446 388 '72 135 1225 392 rr4 t1'4r00000001800r46 3'71 '12 446 3BB 12 r35 7243 392 114 1155

BaseAddedTotal-

3s20

352

5 014

504 6


PM 2025+Cu+P Mon Auq 3I' 20L5 II:23:4'7 Page 4-1

Wayne J. Sand and Gravel Mine Project Traffic StudyYear 2025 Plus Cumul-ative Pl-us Project

Evening Peak Hour

Intersection








lrlalnut canyon Road (SR-23) at



#1#2#3#4#5#6#1#B#e+10


BaSeoel-/ v/

LOS Veh C

F xxxxx 1.239

D xxxxx 0.813

E 0.0 1.765

B 10 .5 0.000

F xxxxx 1.435

F xxxxx l-. 4 37

c 23.6 0.000

F xxxxx 1.234

D xxxxx 0.855

D xxxxx 0.803

Eutureoel- / v/

LOS Veh C

F xxxxx 1.648

D xxxxx 0.822

E 0.o r.193

B 10.5 0.000

F xxxxx 1.436

F xxxxx L.450

E 37.2 0.000

E xxxxx I.246

D xxxxx 0.864

D xxxxx 0.809

Changean

+ 0.410 v,/c

+ 0.009 v,/c

+ 0.000 D/v

+ 0.009 D/V

+ 0.001 v/c

+ 0.013 v,/c

+I3 .66'7 D/V

+ 0.0I2 v/c

+ 0.009 v,/c

+ 0.006 v/c

Traffix ?.6.0115 (c) 2003 Dobtl-ing Assoc. Licensed to URS CORP., SANTA ANA, CA

PM 2025+Cu+P Mon Aug 31 , 20L5 1'I:23:41 Page 5-1

Wayne J. Sand and Gravel Mine Project Traffic StudyYear 2025 Pl-us Cumufative Pl-us Project

Evening Peak Hour

Level Of Service Computation ReportICU 1(Loss as Cycle Length ?) Method (Future Volume Afternative)


********************************************************************************Cycle (sec): 100 Critical Vol./Cap. (X): I.648Loss Time (sec): 10 (Y+R = 4 sec) Average Del-ay (sec/veh): xxxxxxOptimal Cycle: 100 Levef Of Service: F********************************************************************************Approach: North Bound South Bound East Bound hlest BoundMovement: L _ T _ R L - T _ R L - T - R L - T - R

-l---------ll---------ll---------ll---------------lControl: Split Phase Spl-it Phase Protected ProtectedRights: Ovl Ovl fnclude OvlMin.Green: O O 0 0 0 0 0 0 0 0 0 0

Lanes: 1 1 O O 1 1 0 1! 0 1 1 0 2 1 0 I 0 2 0 1

t---------------ll---------------ll---------------ll---------------lVofume Module:Base Vol: 42 41 96 335 96 96 I83 7269 42 123 1100 232GrowthAdj: 1.001.00 1.O0 1.001.00 1.00 1.001.00 1.00 1.001.00 1-00InitlaÌ Bse: 42 4L 96 335 96 96 I83 !269 42 123 1100 232AddedVol: 0 0 0 18 0 0 0 0 0 0 0 14

PasserByvol: 0 O 0 0 0 0 0 0 0 0 0 0

rniriat Eut: 42 41 96 353 96 96 183 7269 42 123 1100 246

UserAdj: 1.001.00 1.00 1.001.00 1.00 1.001.00 1-00 1.001.00 1-00PHFAdj: 1.001.00 1.00 1.001.00 1.00 1.001.00 1.00 1.001.00 1-00PHF Volume: 42 41 96 353 96 96 IB3 1269 42 123 1100 246Reduct Vol-: 0 0 0 0 0 0 0 0 0 0 0 0

Reduced Vol_: 42 41 96 353 96 96 IB3 7269 42 723 1700 246PCEAdj: 1.001.00 1.00 1.001.00 1.00 1.001.00 1.00 1.001'00 1.00MLFAdj: 1.OO 1.00 1.00 1.00 1.00 1.00 1'00 1.00 1.00 1.00 1.00 1.00Finat Vol-.: 42 41 96 353 96 96 IB3 7269 42 123 1.100 246

-l---------ll---------ll---------ll---------------lSaturati-on Flow Module:sar/Lane: 1600 160O 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600Adjustment: O. 94 1 . O0 0.94 0. 94 1.00 O .94 0. 94 1.00 0. 94 0. 94 1.00 0 ' 94

Lanes: 1.01 0.99 1.00 1.94 0.06 1.00 1.00 2'90 0.10 1.00 2.00 1'00Final_ sat.: 1518 1581 1500 2915 91 1500 1500 4646 I44 1500 3200 1500

-t---------ll---------ll---------ll---------------lCapacity Analysis Module:Vol/Sat: 0. 03 O. 03 0.06 0.12 1.05 0.06 O .I2 0.2'7 O '29 0.08 0.34 0.16crit Moves. **** **** **** ************************************************************************************

Traffix 7.6.0115 (c) 2003 Dowling Assoc. Llcensed to URS CORP., SANTA ANA, CA

PM 2025+Cu+P Mon Aug 3I, 2015 IL:23:41 Page 6-1

Wayne J. Sand and cravel- Mine Project Traffic StudyYear 2025 PÌus Cumul-ative Plus Project

Evening Peak Hour

Level Of Service Computation ReportICU 1(Loss as Cycle Length %) Method (Future Vohme Afternative)

********************************************************************************Intersection #2 Moorpark Avenue (SR-23) at High Street ICity of Moorpark]********************************************************************************Cycl-e (sec) : 100 Critical- Vol . /Cap. (X) : 0.822Loss Time (sec) : 10 (Y+R : 4 sec) Average Delay (sec/veh) : xxxxxxOptimal Cycle: '72 Level- Of Service: D********************************************************************************Approach: North BoundMovement: L - T - R

-t---------------lControf: PermittedRights: IncludeMi-n.creen:000Lanes: 0 1 0 0 1

-l---------------lVolume Modul-e:Base Vol-: 38 441 303Growth Adj: 1.00 1.00 1.00Initiaf Bse: 38 447 303Added Vol: 0 14 0PasserByVol: 0 0 0Initial Fut: 38 455 303User Adj : 1.00 1.00 1 .00PHF Adj : 1.00 1.00 1 .00PHF Volume: 38 455 303Reduct Vol: 0 0 0Reduced Vol: 38 455 303PcE Adj : 1.00 1.00 1 .00MLF Adj : 1.00 1.00 1 .00Final Vol. : 38 455 303

Saturation Fl-ow Module:Sat/Lane: 1600 1600Adjustment: 0.94 1.00Lanes: 0.08 0.92Final- Sat. : 116 1471

South BoundL-T-R

t---------------lPermittedInclude

00010010

t---------------l

East BoundR

t---------------lSpllt Phase

lncfude000

0 0 1! 0 0

t---------------l

1600 1600 16000.94 1.00 0.940.08 0.30 0.62r24 416 930

t---------------l

ülest BoundL-T-R


IncÌude000

01007t---------------l

1600 1600 16000.94 1.00 0. 940.96 0.04 1.001,442 62 1500t---------------l

L-T

| --------------- | r --------------- I

1501 .00

1500

0

1501.001.00

1500

1501.001.00

150

.00

.00542

0

542.00.00542

10 36 151 .00 1.00 1.00

10 36 't5000000

10 36 '75

1.00 1.00 1.001.00 1.00 1.00

10 36 75000

10 36 151 .00 1.00 1.001.00 1.00 1.00

10 36 15t---------------l

250 10 3501.00 1.00 1 .00250 10 350

000000

250 10 3501.00 1.00 1.001.00 1.00 1.00250 10 350

000250 10 350

1 .00 1 .00 1.001 .00 1 .00 1.00250 10 3s0

t---------------l

,5241 .00

52418

0

1

150015

00

1E

000015

015000015

5421

1

1

1

t---------------l

1600 1600 16000.94 1 .00 0.941 .00 0. 97 0.031500 1557 40t---------------l

1 6000.941.001 500

Capacity Analysis Module:Vol/Sat: 0.02 0.31 O.20Crit Moves' ****

0.10 0.35 0.37 0.08 0.08 0.08 0.17 0.16 0.23**** **** ************************************************************************************

Traffj-x 7.6.0115 (c) 2003 Dowling Assoc. Licensed to URS CORP., SANTA ANA, cA

PM 2025+cu+P Mon Aug 3I , 20!5 7I:23:4'7 Page 7-1

Wayne J. Sand and Gravef Mine Project Traffic StudyYear 2025 PIus Cumufative Plus Project

Evening Peak Hour

Level Of Service Computation Report2000 HCM Unsignalized Method (Future Voflrme Alternative)

********************************************************************************Intersection #3 Grirnes Canyon Road (SR-23) at Broadway Road [County of Ventura]********************************************************************************Cycl-e (sec) : 1 Crj-tical Vol . /Cap. (X) : I.'793Loss Time (sec): 0 (Y+R : 4 sec) Average Del-ay (sec/veh): 34-9Optimal Cycle: 0 Levef Of Service: E

********************************************************************************

Movement:-t---------ll---------ll---------ll---------------l

Controf: Yield Sign Stop Sign Stop Sign Stop SiqnRights: Incl-ude Include Incfude IncludeLanes: 1 O 1 0 0 0 0 0 1 0 0 0 1! 0 0 0 0 0 0 0

-l---------ll---------ll---------ll---------------lVolume Modul-e:Base Vol z 4LGrowth Adj : 1.00Initial Bse: 4lAdded Vof: 0

PasserByvol: 0Initiaf Fut: 4IUser Adj : 1.00PHF Adj: 1.00PHF Vofume: 4IReduct Vof: 0

Final VoÌ. : 47

9901 .00

990I4

0

10041.001.001004

01004

700.00700

180

718.00.00718

0lIB

t91 .00

791

020

1 .001 .00

200

20

'73 0 ?81 .00 1.00 1.00

13078100000

14 0 781.00 1.00 1.001.00 1.00 1.00

'1 4 0 78000

14 0 78

t---------------l

0000 1.0000000000

00 1.0000 1.00000000

1.00 1 .00 1

1.00 1.00 1

000000

1.00 1

1.00 1

0

0

0

Approach:

Green/CycleVoJ-ume/Cap:DeJ-ay/Veh:Dej-ay Adj:Adj Del/Veh:DesignQueue

North BoundL-T-R

South BoundL-T-R

East BoundL-T-R

0001.00 1.00 1.000. 49 0.00 0.51r34 0 141

t---------------l

üIest BoundL-T_R

0001.00 1 .00 1.000.00 0.00 0.00

000t---------------l

0

1 .000

000

000

000

0

1 7

0

1.00 1

0000

-l--------- I l---------------lSaturation Flow Module:Sat/Lane: 0 0 0 0 0 0

Adjustmenr: 1.00 1.00 1.00 1.00 1.00 1.00Lanes : 1 .00 1.00 0.00 0.00 0 ' 97 0.03Finaf Sat. : 560 560 0 0 136 20

-l--------- ll---------------lCapacity Analysis ModuÌe :

vol/Sat: 0.01 I.19 0.00 0.00 0.98 0.98Crit MO1,.eS. **** ****

1.00 1 .000 .0'7 r .191.3 909

1 .00 1 .001.3 909

00

1 .000 .000.0

1.000.0

0

^ Et

1.000. 558.2

1.00

0.00 0.00

1 .00 1.000.00 0.000.0 0.0

1.00 1.00

0. 00

1 .000.000.0

1.00

t---------------l

.00

.000.0

1

0

1

1.0.401.

009B

.B00

1.0.401.

0098

a

00

0.55 0.00

1.00 1.000.55 0.00

B .2 0.01.00 1.0000

0.0 40. B 40. B B .2 0.0 B .2 0.0 0.0 0.0000000000

********************************************************************************


PM 2025+Cu+P Mon Aug 3It 20L5 t7:23:48 Page 8-1

V{ayne J. Sand and Gravel Mine Project Traffic StudyYear 2025 Pl-us Cumufative Plus Project

Evening Peak Hour

Level Of Service Computation Report2000 HCM Unsignalized Method (Euture Volume Afternative)

********************************************************************************Intersection #4 Grimes Canyon Road South at Broadway Road ICounty of Ventura]********************************************************************************Average Delay (sec/veh): 6.0 Worst Case Level- Of Service: Bt 10.51********************************************************************************Approach: North Bound South Bound East Bound West BoundMovement: L - T - R L - T - R L - T - R L - T - R

-t--------- |--------- l l--------- l l---------------lControl: Stop Sign Stop Sign UncontroÌÌed Uncontrol-fedRights: Include Include Tncl-ude ÌncludeLanes: 0 0 1! 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0

t --------------- | --------------- | --------------- l l --------------- l

Vofume Module:Base Vol: 15Growth Adj : 1.00 1

Initial Bse: 15Added Vol: 0

PasserByvol: 0Initial Fut: 15

2761 .00

2161

0

2r11 .001 .00

2710

277

00.00 1.00 1

00000000

0 10900 1.000 10900000 109

00 1.0000 1.000 109000 109

Jb1.00

360

0

361.001.00

360

36

115 631.00 1.00115 63

1000

116 631 .00 1.001 .00 1.00116 63

00116 63

01.00

0000

1.001.00

000

User Adj : 1.00 1.00PHFAdj: 1.00 1.00PHF Vofume: 15 0

Reduct Vo1: 0 0

Final Vol.: 15 0

Critical Gap Module:Critical Gp: 6.4 xxxx 6.2 xxxxx xxxx xxxxx xxxxx xxxx xxxxxFoÌlowUpTim: 3.5 xxxx 3.3 xxxxx xxxx xxxxx xxxxx xxxx xxxxx

-t---------ll---------ll---------------lCapacity Module:Cnffict Vol: 422 xxxx I2'7 xxxx xxxx xxxxx xxxx xxxx xxxxxPotent Cap.: 592 xxxx 929 xxxx xxxx xxxxx xxxx xxxx xxxxxMove Cap.: 553 xxxx 929 xxxx xxxx xxxxx xxxx xxxx xxxxxVofume/Cap: 0.03 xxxx O.23 xxxx xxxx xxxx xxxx xxxx xxxx

-r---------------tlLevel- Of Service Module:

000

0

0

0

0

0

1.00 1

0000

1.00 1.001 .00 1.00

000000

1.00 L

1.00 7

0

0

0

4.1 xxxx xxxxx2 .2 xxxx xxxxx

t---------------l145 xxxx xxxxx

1450 xxxx xxxxx1450 xxxx xxxxx0.08 xxxx xxxx

Queue:Stopped DefLOS by MoveMovement:Shared Cap.SharedQueueShrd StpDelShared LOS:ApproachDel-ApproachLOS


LT - LTRxxxx 890

xxxxx 1.0xxxxx 10.5

*B10.5

B


LT - LTRxxxx xxxx

xxxxx xxxxYYYI! YYYI**

XXXXXX*

XXXXX XXXXYIYYY YYYY**

LT _ LTRxxxx xxxx


xxxxxx*

0.3 xxxx7 .7 xxxxA*

LT - LTRxxxx xxxx0.3 xxxx7 .7 xxxxA*

XXXXXX

xxxxxxxxxx

_RTxxxxxxxxxxxxxxx

XXXXXxxxxx

-RTxxxxxXXXXXxxxxx

XXXXXxxxxx

_RTxxxxxXXXXXXXXXX

XXXXXxxxxx

-RTXXXXX

XXXXX

Traffíx 7.6.0115 (c) 2003 DowJ-ing Assoc. Licensed to URS CORP./ SANTA ANA, CA

PM 2025+Cu+P Mon Aug 3I' 201.5 71t23:48 Page 9-1

Wayne J. Sand and Gravel Mine Project Traffic StudyYear 2025 PIus Cumulative Pfus Project

Evening Peak Hour

Level Of Service Computation ReportICU 1(Loss as Cycfe Length 8) Method (Future volume Afternative)

********************************************************************************Intersectj-on #5 Grimes Canyon Road South at Los Angeles Avenue (SR-118) [County********************************************************************************Cycle (sec): 100 critical- Vol./Cap. (X): l'436Loss Time (sec) : 10 (Y+R : 4 sec) Average Delay (sec/veh) : xxxxxxOptimal- Cyc]e: 100 Level Of Service: F********************************************************************************Approach: North Bound south Bound East Bound üIest BoundMOVEMENT: L - T _ R L - T - R L - T - R L - T _ R

-l---------ll---------ll---------ll---------------lcontrol: Split Phase split Phase Protected ProtectedRights: Include Incl-ude Incfude IncludeMin.Green: O O 0 O 0 0 0 0 0 0 0 0

Lanes: O 0 O 0 O O O 1! 0 0 1 0 1 0 0 0 0 1 0 1

-l---------ll---------ll---------ll---------------lVol-ume Moduf e:Base Vol: 0Growth Adj : 1.00Initial Bse: 0

Added Vol: 0

PasserByvof: 0

-Lnrt ral .E ut : U

User Adj : 1.00PHE Adj : 1.00

0

000

1.00 1

1.00 1

000

1.00 1

1.00 1

0

.0035

1

036

.00

.0036

036

.00

.0036

951.00

OR

1

096

1 .001.00

960

961.001.00

96

20861.002086

00

20861.001.002086

020861.001.002086

0

1.000

000

1.001.00

000

1.001.00

0

0

1.000

0

00

1.001.00

000

1 .001 .00

0

9381 .00

9380

0938

1. 001.00

9380

o?a

1.001.00

938

2I1.00

21,

00

2I1.001 .00

270

271.001 .00

27

I 1 1

000

00

00

0000

0

0

0

0000

0

000

0

0

0

00000

00

00000

0

1500

00

15000015

015000015

0

1.00

761.0.

1

L

1

11

1

1

PHF Vofume:Reduct Vol:Reduced Vol-:PCE Adj:MLF AdJ:Finaf Vol.:

0

00

1.00 1

1.00 1

0

1

1

1

1

Saturation Flot^t ModuleSat/Lane: 1600 1600Adjustment: 1.00 1.00Lanes: 0.00 0.00Final Sat.: 0 0

1 6001 .000 .00

0

1 6001 .00o.29

417

00 160000 1 .0000 0.710 tr29

1600 16001 .00 1.001 .00 1 .001600 1600

16001.000. 00

0

1600 16001 .00 1.000.00 1.00

0 1600

1 6001.001 .001 600

Capacity Anafysis Modul-e :

vol/Sat: 0. oo o . o0 o. oo 0. 03 0.00 0.03 0.06 1 . 30 0.00 0.00 0. 59 0.01crit Moves. **** **** ************************************************************************************


PM 2025+Cu+P Mon Aug 37, 2015 77:23:48 Page 10-1

Wayne J. Sand and Gravel- Mine Project Traffic StudyYear 2025 Pfus Cumul-ative Pl-us Project

Evening Peak Hour

Level Of Service Computation ReportTCU 1 (Loss as Cycle Length å) Method (Future Volume Afternative)

********************************************************************************Intersection #6 A Street (SR-23) at Ventura Street (SR-126) [City of Fillmore]********************************************************************************Cycte (sec) : 100 Criticaf Vol-.,/Cap. (X) : 1.450Loss Time (sec) : 10 (Y+R = 4 sec) Average Delay (sec/veh) : xxxxxxOptimal Cycle: 100 Levef Of Service: F********************************************************************************Approach: North Bound South Bound East Bound Íitrest BoundMovement: L - T - R

-t---------------lControf: ProtectedRights: IncludeMin.Green: 0 0 0

Lanes: 1 0 0 1 0

L-T-RL-T-R| --------------- | I --------------- |

Protected ProtectedIncfude Incfude

0000001001010110

| --------------- | I --------------- |t---------------l

L-T-Rt---------------l

ProtectedInclude

00010110

t---------------lVolume Modufe:Base Vol : 26'7Growth Adj : 1.00Initial Bse: 261Added Vof: 9

PasserByVol: 0

Initial Fut: 216User Adj : 1.00PHF Adj : 1.00PHF VoÌume : 2'l 6

Reduct Vol: 0Reduced Vof: 21 6PCE Adj : 1.00MLF Adj : 1.00Einal Vol-. : 21 6

146 289 901 .00 1.00 1 .00 1

146 289 90000000

3611.00

3610

0

3611 .001 .00

3610

36r1 .001 .00

361

3491 .00

34910

0359

1 .001.00

3s90

3s91 .001 .00

3s9

r461.00 1

1.00 1

r460

r461.00 1

1.00 1

746

.00

.00289

0289.00.00,oo

901.00 1

1.00 1

900

901.00 1

1.00 1

90

95 180000 1.009s 18000000

95 180000 1.0000 1.0095 180000

95 180000 1.0000 1.0095 1800

3101.00

3701

0317

1.001.00

3'710

3771.001.00

311

198 1200 1451.00 1.00 1.00198 1200 145

800000

206 7200 1451.00 1.00 1.001.00 1.00 1.00206 7200 145

000206 7200 145

1 .00 1.00 1.001 .00 1.00 1 .00206 1200 145

l---------------l

289

Saturation Fl-ow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Lanes: 1.00 0.50 0.50 1.00 0.76 O.24 1.00 1.65 0.35 1.00 1.78 O.22Finaf Sat.: 1600 8O2 198 1600 1220 380 7600 2646 554 1600 2855 345

-t--------- |--------- l l--------- l r---------------lCapacity Analysis Module:vol,/Sat: 0.17 0.45 0.45 0.09 0.24 0.24 0.06 0.68 0.68 0.I3 0.42 0.42crit Moves: **** **** **** ************************************************************************************

Traffix 7.6.0115 (c) 2003 Dohrling Assoc. Licensed to URS CORP., SANTA ANA, CA

PM 2025+Cu+P Mon Aug 3I, 2075 II:23:48 Page 11-1

Wayne J. Sand and Gravel- Mine Project Traffic StudyYear 2025 Plus Cumulative Pfus Project

Evening Peak Hour

********************************************************************************Level Of Service Computation Report

2000 HCM Unsignalized Method (Future Volume Al-ternative)

Intersection #7 Grimes Canyon Road (SR-23) at Wayne's ülay [County of Ventura]

Average Detay (sec/veh) 0.6 $¡orst Case Level Of Service: EI 3'7 .21


-t---------------lControl-: UncontrolledRights: IncfudeLanes: 0 0 0 1 0

-t---------------lVolume Module:Base Vol: 0

Growth Adj : 1.00Initial Bse: 0Added Vof: 0PasserByVol: 0Initial Fut: 0User Adj : 1.00PHF Adj : 1.00PHF Volume: 0Reduct Vof: 0Final Vol. : 0

Cnfl-íct VolPotent Cap.Move Cap.:VoJ-ume/Cap:

- t --------------- |Levef Of Service Module:

South BoundL-T-R

t---------------lUncontrol-led

fnclude01000

t---------------l

East BoundL-T-R

t---------------lStop Sign

Incfude00000

t---------------l

V17est BoundL-T-R

t---------------lStop Slgn

Incfude0 0 1! 0 0

t---------------l

1733 xxxx98 xxxx97 xxxx

0.15 xxxx

9871.00

98'l5

0

992

2

1 .002

110

13

'tro 0 0

1.00 1.00 1.00 1

lro 0 0

600000

176 0 0

02000 1 .00 1.000200 13 00000 15 0

00 1 .00 1.0000 1 .00 1.000 15 00000150

6

1.006

6

0I2

1.001.00

720

L2

4

1 .004

509

0

000

0

0

0

0000

0

00

7

1

1

1 .00 1 .00 1.00 1.00 1.00 1 .00 1

1 .00 1 .00 1.00 1.00 1.00 1 .00 1

99213911600000000

99213971600Critical Gap ModuJ-e:Critical Gp:xxxxx xxxx xxxxx 4.1 kxxx xxxxx xxxxx xxxx xxxxx 6.4 xxxx 6.2Follor^rupTim:xxxxx xxxx xxxxx 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx 3.3

| --------------- l


XXXX

xxxxXXXX

xxxx xxxxxvSvv Y99t9

xxxx xxxxxXXXX XXXX

999298298

0.04


0.01 xxxx xxxx| --------------- l

Queue:Stopped DelLOS by MoveMovement:Shared Cap.SharedQueueShrd StpDefShared LOS:ApproachDelApproachLOS


LT - LTRVYYY YYYY


xxxxxx*

0.0 xxxx10.2 xxxx

B*LT _ LTR

xxxx xxxx0.0 xxxx

10.2 xxxxB*xxxxxx

XXXXX XXXXXXXXX XXXX**

LT - LTRxxxx xxxx

YYI!Y YY?Y

XXXXX XXXX**xxxxxx

*


!l - LaK

xxxx 138xxxxx 0.1xxxxx 37.2

*Ea1 a

E

xxxxxXXXXX

_RTxxxxxxxxxxxxxxx

xxxxxxxxxx

- Áa

XXXXXxxxxxxxxxx

xxxxxXXXXX

- Kttt9vY

t9Y9!

xxxxx

XXXXXxxxxx

-RTXXXXXYVVTV

xxxxx

Traffix 7.6.0115 (c) 2003 Dowling Assoc. Licensed to URS CORP,, SANTA ANA, CA

PM 2025+Cu+P Mon Aug 3I, 2OI5 7L:23:48 Page I2-I

ülayne ,J. Sand and Gravel Mine Project Traffic StudyYear 2025 Plus Cumufative Plus Project

Evening Peak Hour

Level Of Service Computation ReportICU 1(Loss as Cycle Length å) Method (Future Volume Alternative)

********************************************************************************Intersection #B úlafnut Canyon Road (SR-23) at Casey Road ICity of Moorpark]********************************************************************************Cycle (sec): 100 Critical- Vol./Cap. (X): I.246l,oss Time (sec) : 10 (Y+R : 4 sec) Average Del-ay (sec/veh) : xxxxxxOptimal Cycle: l-00 Level Of Service: F********************************************************************************Approach: North Bound South Bound East Bound V^¡est BoundMovement: L - T - R L - T - R L - T - R L - T - R

-r--------- |--------- l l--------- l l---------------lControf: Prot+Permit Permitted Protected ProtectedRights: Incl-ude Include lncfude IncludeMln.Green: 0 0 0 0 0 0 0 0 0 0 0 0

Lanes: 1 0 1 0 0 0 0 0 1 0 1 0 0 0 1 0 0 0 0 0

-t--------- |--------- l l--------- l l---------------lVolume Modul-e:Base Vof: 385Growth Adj : 1.00Initiaf Bse: 385Added Vof: 0

PasserByvof: 0

Initiaf Fut: 385User Adj : 1.00PHF Adj : 1.00PHF Volume: 385Reduct Vol: 0Reduced Vol: 385PCE Adj : 1.00MLF Adj : 1.00Final Vol. : 385

Saturation FIoI¿, ModuleSat/Lane: 1600 1600Adjustment: 0.94 1.00Lanes: 1.00 1.00Final Sat.: 1500 1600

7771.0011r

1.4

0785

1 .001 .00

7850

7851 .001 .00

785

01 .00

0000

1 .001 .00

0

00

1 .001 .00

0

0

1.000

0

0

01.001.00

0

0

0

18'71.00

78118

0

8051.001.00

8050

805

111 .00

1100

111.001 .00

110

11

361 .00

3600

361 .001 .00

360

36

4521.00

4520

0452

1.001.00

4520

452

0000

1.00 1

1.00 1

000

1.00 1

1.00 1

0

1.001.00

0

0

0

1.001.00

0

01 .00

0000

01.00 1

000

0

00

00000

00

0

0000

0

01.00

0

0

00

1 6000 .940.00

0

1.001.00

000

1 6000.940.00

0

1.00 1.00 1 .00 1 .00 1.00 1.001.00 1.00 1 .00 1 .00 1 .00 1.00

0 805 '71 36 0 452

1600 16000.94 1.001 .00 0.001s00 0

1 6000.940 .00

0

00 1 60000 0.9491 0.0960 131

1 6000. 941.001s00

1 6000.940 .00

0

I61.0.1-4

000000

0

I61.0.

-t--------- |--------- l l--------- l l---------------lCapacity Analysis ModuÌe :

Vof/Sat: O.26 O.49 0.00 0.00 0.55 0.59 0.02 0.00 0.30 0.00 0.00 0.00crit Moves. **** **** ************************************************************************************


PM 202s+Cu+P Mon Aug 37, 2075 7I:23:48 Page 13-1

Wayne J. Sand and Gravef Mine Project Traffic StudyYear 2025 Pl-us Cumulative PIus Project

Evening Peak Hour

Level Of Service Cornputation ReportICU 1(Loss as Cycle Length ?) Method (Future voÌume Alternative)

********************************************************************************Intersection +9 Moorpark Avenue (SR-23) at Poindexter Avenue lCity of Moorpark]********************************************************************************CycJ-e (sec) : 100 Criticaf vol. /Cap. (x) : 0 ' 864

Loss Time (sec) : 10 (Y+R = 4 sec) Average DeJ-ay (sec/veh) : xxxxxxOptimal Cycle: 85 Level- Of Service: D

* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *

Approach: North Bound south Bound East Bound west Bound


Control: Protected Protected Split Phase Sp1it Phase

Rights:IncludelncludelncludeTncfudeMin.Green: O 0 0 O O 0 0 0 0 0 0 0

Lanes: 1 O 0 1 O 1 0 1 O 1 0 1 0 1 0 1 0 0 1 0

t---------------ll---------------ll---------------ll---------------l

r---------------ll---------------ll---------------ll---------------lVolume Modul-e:Base Vol:Gror¡rth Adj: 1

Initial Bse:Added Vol:PasserByvol:Initiaf Fut:User Adj: 1

PHF Adj: 1

PHF Vofume:Reduct Vof:Reduced Vo1:PCE Adj: 1

MLF Adj: 1

Final Vof. :

60 41100 1.0060 4110 1400

60 49r00 1 .0000 1.0060 49r00

60 49r00 1.0000 1 .0060 49r

261.00

zb00

261 .001 .00

260

261 .001 .00

26

2481.00

24800

2481 .001 .00

2480

2481.001 .00

248

s351 .00

53518

0553

1.001 .00

5530

5531 .001.00

553

7521.00

75200

L521 .001 .00r52

0r52

1.001 .00r52

3741 .00

37400

3141 .001 .00

3]_40

31,41 .001 .00

374

2341.00

2340

0

2341 .001.00

2340

2341.001.00

234

1241.00

7240

0124

1.001 .00

1240

\241 .001.00

124

L100r'l

0

0I10000I1

0

I1000071

261 .00

Zt)00

261.001 .00

260

261.001 .00

26

10

1.0019

00

I91 .001 .00

190

791 .001.00

19

1

1

1

1

1

Saturation Ffow Module:Sat/Lane: 1600 1600Adjustment: 0.94 1.00Lanes: 1.00 0.95

1 6000.940 .05

1600 16oo 1600 1600 1600 1600 1600 1600 16000.94 1 .00 0 .94 0.94 1.00 0 .94 0. 94 1.00 0 -941.OO 1.00 1.OO 0.93 0.70 0.37 1.00 0.58 0-42

FinaÌ sar.: 15oO 1520 75 15OO 1600 1500 1402 1714 554 1500 924 633


vor/sut' o.04 0.32 0.34 O.1? O.35 0.10 0.22 0.2L 0.22 0.01 0.03 0-03crit Moves ' **** **** **** ************************************************************************************

Traffix ?.6.011-5 (c) 2003 Dowllng Assoc. Licensed to URS CORP'' SANTA ANA, cA

PM 202s+Cu+P Mon Auq 3I, 2015 1I:23:48 Page 14-1

Wayne J. Sand and Gravel Mine Project Traffic StudyYear 2025 Plus CumuÌative Pl-us Project

Eveninq Peak Hour

Level- Of Service Computation ReportICU 1(Loss as Cycle Length %) Method (Future volume Alternative)

********************************************************************************fntersection #10 Spring Road at Los Angel-esAve (SR-118) tCity of Moorparkl********************************************************************************Cycl-e (sec): 1OO Criticat Vol./Cap. (X): 0.809Loss Time (sec): 0 (Y+R : 4 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 100 Level Of Service: D

********************************************************************************Approach: North Bound south Bound East Bound v{est BoundMovement: L - T - R L _ T _ R L - T _ R L _ T - R

-r---------ll---------ll---------ll---------------lcontrol: Protected Protected Protected ProtectedRights: Include Ovf Incfude OvfMin.creen: 0 O O 0 0 0 0 0 0 0 0 0

Lanes: 2 O 1 1 O 2 0 1 0 1 2 0 2 O 1 I 0 2 0 1

t---------------ll---------------ll---------------ll---------------lVolume Modul-e:Base Vol: 306 317GrowthAdj: 1.001.00 1.Initiaf Bse: 306 37IAdded Vof: 0 0

PasserByvol: 0 0

Initial Fut: 306 371User Adj : 1.00 1 .00 1 .

PHF Adj : 1 .00 1.00 1 .

PHF Volume: 306 31IReduct Vol: 0 0Reduced Vol: 306 371pcEAdj: 1.001.00 1.oo 1.001.00 1.00 1.001.00 1.00 1.001.00 1.00MLFAdj: 1.001.00 1.00 1.001.00 1.00 1.001.00 1.00 1.001.00 1'00Final Vol.: 306 31I 12 446 388 12 735 1243 392 114 1155 352

't2 446 38800 1.00 1.0012 446 388000000

'72 446 3BB00 1 .00 1.0000 1.00 1.0012 446 3BB000'72 446 3BB

121 .00

120

012

1 .001 .00

120

12

1351 .00

1350

0

1351 .001 .00

1350

135

12251.001225

1B0

12431.001.007243

0

t243

3921.00

39200

3921.001 .00

3920

392

7741.00

1140

0II4

1.001.00II4

0174

114 1

1.00LT4I

740

115 51.001.00115 5

0115 5

3521.00

35200

3521.001.00

3520

352

t---------------ll---------------ll---------------ll---------------lSaturatíon Floh/ Modul-e :

sar/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600Adjustment: o.94 1.OO O.94 O.94 1.00 0.94 0.94 1.00 0.94 0.94 I.00 o-94Lanes: 2.OO I.6'7 0.33 2'00 1.00 1.00 2-00 2'O0 1.00 1.00 2.00 1.00Final_ sar.: 3OOO 2680 4BB 3000 1600 1500 3000 3200 1500 1500 3200 1500

-l---------ll---------ll---------ll---------------lCapacity Anafysis Module:Vol_/sar: 0.10 0.14 0.15 0.I5 0.24 0.05 0.05 0.39 0.26 0.08 0.36 0.23crit Moves. **** **** **** ************************************************************************************


Documents

APPENDIX J - Granicus