Town of Trumbull

INLAND WETLANDS AND WATERCOURSES COMMISSION Town of Trumbull

CONNECTICUT www.trumbull-ct.gov

TOWN HALL TELEPHONE Trumbull (203) 452-5005

AGENDA

FEBRUARY 2, 2021

Page 1 of 2

TO: MEMBERS OF THE INLAND WETLANDS AND WATERCOURSES COMMISSION RE: VIDOECONFERENCE MEETING – Tuesday, February 2, 2021 The Town of Trumbull Inland Wetlands and Watercourses Commission will hold a videoconference meeting on Tuesday, February 2, 2021 at 7:00 p.m Join the meeting online: https://zoom.us/j/91067559845?pwd=Nkxsb0V2Y0RaNERXNVVwZGtvcCtDUT09 Webinar ID: 910 6755 9845 Password: 835133 Join by telephone: (312) 626-6799 or (888) 475-4499 (Toll Free) / Webinar ID: 910 6755 9845 NEW BUSINESS Application 21-05 James C. Stevens Permit approval for a proposed subdivision into 2 building lots w/ existing dwelling to remain and a new

dwelling to be constructed on new lot with associated site improvements within a

regulated area at 23 Hampton Road. Application 21-06 Hurd Realty, LLC Permit approval to construct a single family dwelling with associated grading and utilities within a regulated area at Lot 319 Sycamore Street. (Previously approved under Application 15-14) Application 21-07 Fairview Avenue Real Estate LLC Permit approval to construct a single family dwelling with associated grading and utilities within a regulated area at Lot 320 Sycamore Street. (Previously approved under Application 15-13)

https://zoom.us/j/91067559845?pwd=Nkxsb0V2Y0RaNERXNVVwZGtvcCtDUT09

Page 2 of 2

OLD BUSINESS Application 21-01 Giacobbe Construction LLC Permit approval for a new house w/ 2 car garage, utilities and underground detention within a regulated area at 153 North Street. MINUTES Accept meeting minutes: January 5, 2020 SCHEDULE FIELD INSPECTION(S) CORRESPONDENCE ANYTHING THAT MIGHT RIGHTFULLY COME BEFORE THE COMMISSION

INLAND WETLANDS AND WATERCOURSES COMMISSION

TOWN OF TRUMBULL

APPLICATION FOR PERMIT

SECTION I INLAND WETLANDS COMMISSIO BY

1. Location/address of property where activity Is proposed:_2_3_H_a_m __ p_t_o_n_R_o_a_d ________ _

Parcel SizeSS,012 sfzone: A Map JO: E/07 /18 Current Use: Single-Family Dwelling

2. Applicant's Name: James C. Stevens

Applicant's Address: c/o Chris Russo, Russo & Rizio, LLC, 10 Sasco Hill Rd, Fairfield, CT 06824

Telephone: 203-528-0590 Cell: 1208-520-4603 Email: Chrjs@russorjzjo com Applicant's interest in property (Lessee, licensee, Owner, etc.):--'O-'w-'-n"'"e'""'r"""------------

3. Name or Property Owner of Record: . ..;:Ja.aa,..,m.:.a.:.e"'"s __ C'-._S=te"""v'"'e'--n_s'--______________ _ If lho owner;~ 11 corpcvatlon, or othor (lon./ndividua/ untity. includo lh9 p1imary conlact inf0tmation

Address of owner of Record: c/o Chris Russo, Russo & Rizio, LLC, 10 Sasco Hill Rd, Fairfield, CT 06824

Telephone: 203-528-0590 Cell: (200-520-4603 If Appllcant Is the Owner, 110 to 115 0 0,0 I I I

4. The undersigned hereby authorizes __ \J\_\\_i_~o_M,11 __ ,;z_:_,111-~--""7''---:~"7"T Agent on my behalf as related to this application.

5. Description of proposed activity and location of property. Include listing of all proposed regulated activities (use separate sheet if necessary):

Proposed subdivision of the property into Two (2) building lots with existing single-family

dwelling to remain and a new single-family dwelling to be constructed on the new building lot

with associated sjte improvements

The applicant understands that this application is to be considered complete only when all Information and documents required by the Agency have been submitted. The undersigned warrants the truth of all statements co11toined herein and in all supporting documents under penalty of false statement according to the best of his/her knowledge and belief. Permission Is granted to the Town of T u , Inland Wetlands & Watercourses Commission, and Its agent (sl to Inspect the subject land, at reasonable tlm the pe of an appllcallon and for the life of the permit under Section 7.5 of the IWWC Re1ulatlons.

Applicant's Signature:___,'----,.£,¥-J:~~'"--""'"~-----Date:. ___ l ... /?_t.._p ____ \ ____ _ tlf not the Owner)

Owner's Signature: --,4--,4'~-,,L,~;.._-==------ Date:. ____ ) .... /_~ __ i __ /_~ __ J._ ___ _

SECTION II

SITE PLAN REQUIREMENTS

1. Total property area: 55,012 sf Zone:_~A'--___ .Number of Lots: _2 _____ _

2. Map ID, from assessors card:_E_/_0_7_/1_8 _________________ _

3. Total area existing ofweUands on property: As indicated on site plan

4. Total area of Regulated area on property:_A_s_i_n_di_c_at_e_d_o_n_si_te_pl_a_n ________ _

5. WeUands area to be disturbed: 0 sf ----------------------------6. Upland Review area to be disturbed:__........._ __________________ _

7. Proposed% of wetlands on the property to be dlsturbed:._0~0_¼ ___________ _ 8. Total area of proposed land disturbance:_._. ....... ________________ _

9. Is the proposed activity located within 500 feet of the boundary of Easton. Monroe, Shelton, Stratford,

Bridgeport or Fairfield: Yes___ No-A- (If yes, see Section 8.2 of the Trumbull lVVWC

Regulations.)

10. Is any portion of the site located within a water company watershed: Yes ___ No ___ _

(If yes, see Section 8.3 of Trumbull Inland Wetlands & Watercourses Regulations.)

11. Existing property coverage type data:

Percent of Regulated Area: Dominant species: Trees: NIA Shrubs:

Grasses, weeds, etc:

Impervious area:

12. Existing watercourse data and open water characteristics: (If applicable) a. Size of pond(s) or lake(s): _N_/_A __________________ _

b. Stream characteristics:

c.100 year flood evaluation:

intermittent or permanent: ____________ _

13. Probable effect of proposal (if any) on vegetation and wildlife: There will be minimal clearing in connection with the construction of the single-family dwelling

14. Existing or proposed source(s) of water supply for the property: -'P'-u=b .... li __ c ________ _

15. Existing or proposed method of sewage disposal for the property: ____ P_ub __ l_ic _________ _

16. Creation of proposed water bodies (If yes, delaled lntonnauon win be required); Yes: ____ No: _X __

17. List proposed measures to protect regulated and inland wetland areas from:

a. Erosion and sedimentation: No improvements or construction are proposed under this application

18. Proposed percent of Regulated area to be covered with impermeable surface: ---"-0°_¼ _______ _

19. Material to be (check all that applies): deposited □ excavated □ (If yes. complete the following) a. Area: _____________ Volume: _____________ _

b. Physical & Chemical composition of material to be deposited:

.Russo & Rizio, LLC

ATTORNEYS AT LAW

January 19, 2021 Tatiana Solovey Inland Wetlands & Watercourses Department 5866 Main Street Trumbull, CT 06611

Re: Inland Wetlands Application for property located at 23 Hampton Road

Dear Ms. Solovey:

CAiiin B. umnor Eli1.3belh .\. Falkoll"

Robert G. Golgl'I" llichael t JankoYSky

Oarid I>:. KuraLl t;alherine ll. llacol

Leah II. Pmsi l'illiam II. Pelroccio•

Raymond Rizio* Olrislopher B. Rum

Robert D. Rum John J. Ryan

Vane5.U R. l'amholl

i♦.ijso Admilled in ~l

Please accept this application to the Trumbull Inland Wetlands & Watercourses Commission for the property located at 23 Hampton Road (the "Site") on behalf of the Owner of the Site, James C. Stevens (the "Applicant").

The Applicant proposes to subdivide the Site into Two (2) building lots. The Site currently contains an existing single-family dwelling and is located near the corner of Hampton Road and Mulberry Street with its entrance oriented towards Hampton Road. The Applicant is not proposing any construction and improvements at this time. In accordance with Section 8-26( e) of the Connecticut General Statutes, the Applicant is submitting an application to the Inland Wetlands & Watercourses Commission due to the fact the proposed subdivision involves land regulated as an inland wetland. However, the application is not proposing any type of regulated activity within a wetland or regulated area. Any future construction on the Site would require an application to the Inland Wetlands & Watercourses Commission.

There is no feasible or prudent alternative to the proposed subdivision in the application. The Applicant originally had proposed a subdivision where the proposed lot contained the entire rear of the Site where almost the entire wetlands and upland review area was contained within a single lot. The submitted plan split the wetlands and regulated area amongst the two (2) lots and allowed the Applicant to create a building envelope for the new lot that was closer to Hampton Road and, therefore, farther away from the inland wetland. The submitted plan represents the farthest the building envelope could be from the inland wetland and is the most feasible and prudent option.

For these reasons, the Applicant respectfully requests approval of its Application.

Sincerely,

Christopher Russo I Post Roid

Fairlield, CT 116824

Tel 2113-255-9928 Fax 203-255--6618

Location Owner

CARBONE ROBERT W &

29 HAMPTON ROAD CARBONE DENISE J 26 HAMPTON ROAD RIZZARDI GREGORY F & KARA L

190 PARK LANE TRUMBULL TOWN OF

22 HAMPTON ROAD MACRI VINCENT & MACRI JEAN

23 HAMPTON ROAD STEVENS JAMES C

18 HAMPTON ROAD ZDRALEA DUMITRU & MIRELA 32 MULBERRY STREET FIDALGO ANTONIO A & ANA M 38 MULBERRY STREET WIESNER SIDNEY

MALLOZZI STEPHEN & MALLOZZI

42 MULBERRY STREET MARIA FKA LAVELL

Property Owners within 75' of 23 Hampton Road

Mailing Address City State Zip Code

29 HAMPTON ROAD TRUMBULL CT 06611 26 HAMPTON ROAD TRUMBULL CT 06611 5866 MAIN STREET TRUMBULL CT 06611 22 HAMPTON RD TRUMBULL CT 06611 23 HAMPTON ROAD TRUMBULL CT 06611

18 HAMPTON RD TRUMBULL CT 06611 32 MULBERRY STREET TRUMBULL CT 06611 38 MULBERRY STREET TRUMBULL CT 06611

42 MULBERRY STREET TRUMBULL CT 06611

Connecticut Depa1tment of

ENERGY &

ENVIRONMENTAL PROTECTION

GISCODEI: ________ _ For DEEP U..Only

79 Elm Street• Hartford, CT06106-5127 www.ct.gov/deep Affirmative Action/Equal Opportunity Employer

Statewide Inland Wetlands & Watercourses Activity Reporting Form Please complete and mail this form in accordance with the instructions on pages 2 and 3 to:

DEEP Land & Water Resources Division, Inland Welfands Management Program, 79 Elm Street, 3rd Floor, Hartford, CT 06106 Incomplete or incomprehensible forms will be mailed back to the municipal inland wetlands agency.

PART I: Must Be Completed By The Inland Wetlands Agency

1. DATE ACTION WAS TAKEN: year. CIiek Here for Year month: CIiek Here for Month

2. CHOOSE ACTION TAKEN (see instructions for codes): CIiek Here to Choose a Code

3. WAS A PUBLIC HEARING HELD (check one)? yes O no 0

4. NAME OF AGENCY OFFICIAL VERIFYING AND COMPLETING THIS FORM:

(type name) __ (signature)

PART II: To Be Completed By The Inland Wetlands Agency Or The Applicant

5. TOWN IN WHICH THE ACTION IS OCCURRING (type name): Trumbull does this project cross municipal boundaries (check one)? yes D no 0 if yes, list the other town(s) in which the action is occurring (type name(s)): ___,

6. LOCATION (dick on hypertinks for information): USGS quad map name:Long Hill or quad number. 93 subregional drainage basin number: 7106

7. NAME OF APPLICANT, VIOLATOR OR PETITIONER (type name): James C. Stevens

8. NAME & ADDRESS I LOCATION OF PROJECT SITE (type infom,ation): 23 Hampton Road

briefly describe the action/project/activity (check and type information): temporary D permanent D description: __ 2-lot Subdivision

9. ACTIVITY PURPOSE CODE (see instructions for codes): CIiek Here to Choose a Code P 14

10. ACTIVITY TYPE CODE(S) (see instructions for codes): CIiek for Code. CIiek for Code. CIiek for Code. Cilek for Code

11. WETLAND/ WATERCOURSE AREA ALTERED (type acres or linear feet as indicated):

wetlands: _0__ acres open water body: _0__ acres stream: 0 linear feet

12. UPLAND AREA ALTERED (type acres as indicated): _o__ acres

13. AREA OF WETLANDS / WATERCOURSES RESTORED, ENHANCED OR CREA TEO (type acres as indicated): 0 acres

DATE RECEIVED: PART Ill: To Be Completed By The DEEP DATE RETURNED TO DEEP:

FORM COMPLETED: YES NO FORM CORRECTED/ COMPLETED; YES NO

rev. 1/2018 e

I I ~1

I

LOCATION MAP 0

l I , .. = 500'

LEGEND -6- HYDRA~T

0 MA~rOLE

n1 GAS VALVE

'o_ JTILTY "OLE

A WATER VALVE

~ LAMP POST

0 CATCH BASIN

II] ELECTRIC BOX

_o_s1G~

B MAI_BOX

(/)

:r: C"

"' 3' J> z

J>

?,

e EX:S-ING RON Pl~

,po :,, t::!

II EX:S-ING CO~CRETE MC~UMENT

4>. TEST clOLE

• PERO HOLE

~ STONE EOUND

=STONEWALL

-WL---WL-- l~LAND WcLANDS

--,---,-- METAL FENCE -a--o--o---o-- WOOD FENCE

N:154638.32 E:468155.43

I )>

~ -u d z

JJ J ~ 0/

/ Install Anti-Tracking Apron

Prior To Construction

POST

fFILTEl'i FABRIC

,,,'),///////// ' '/ /, ,., /////////// /, // /////////// /, u /////////// /,

u /////////// ;, u /////////// / s••

/ /////////// // '/ /////////// /, , / //,'//////// /, '/ /////////// ;, ,, /,

SILT FENCE NOTTO SCALE

"' 0

\~;

\ \ .

\ I.Pip~ Fourl.d

\,,,

'-FILTER FABRIC

Brick Walk

N/F Stephen A. & Maria

Lavell Mallozzi #42 Mulberry Street

(E07/19)

• Stone Wall

( w r.o<6 !'" --t- Asphalt Driveway \\

~~ \ /

'

) S89°00'28"W

\

( 205.93'

) ,/" / Drain,

Stoop

Floor Overhang

•

i'.l"-6" CRUSHED STONE-;,

I

'

\ M!RAF! FABRIC (OR EQUAL)

ANTI TRACKING APRON NOTTO SCK.E

I (

N/F Sidney Wiesner

#38 Mulberry Street (E07\20)

Property Line Per Occupation\ -~

\ 5.8'± 9.5'±

214.14'

I I

I I

I

I

I

l Shed

N/F Robert W. & Denise J.

Carbone #29 Hampton Road

(E07/15)

RESIDENCE A ZONE - #23

Minimum Lot Area

Minimum Lot Frontage

MINIMUM SETBACK

Setback From Street Line

Setback From One Side Property Lines

Setback From Rear Property Lines

MINIMUM FLOOR AREA

Floor Area - One Story Building

Floor Area - Spilt Level Building

Floor Area - Two Or More Story Butldlng Total Floor Area

Floor Area - Two Or More Story Building Ground Floor Area

Maximum Height For A Bul!dlng Or Structure

Maximum Bulldlng Coverage As A. Percentage Of Lot Area

Maximum Building Floor Area As A F'ercentage or Lot Area

G) See Note 9

l

MINIMUM REQUIRED EXISTING PROPOSED AS-BUILT MAXIMUM ALLOWED CONDITIONS CONDITIONS CONDITIONS RESIDENCE A ZONE - LOT A MINIMUM REQUIRED EXISTING PROPOSED AS-BUILT

MAXIMUM ALLOWED CONDlllONS CONDITIONS CONDITIONS

21,780

125

50

20

50

1,200

1,700

900

40

25%

29%

N/F Antonio A. &Ana M.

Fldalgo #3.2 Mulberry Street

(E07/21)

55,012±

130.0'

44.2'±

34.2'±

222.2':t.

1,841 ::±::

<40

3.8%

3.3%

28,250±

65.88' <iJ

44.2'±

10.9'±

229.9'±

1,841 ±

<40

7.3%

6.6%

Property Line Per AM #802

Minimum Lot Area 21,780 26,762±

Minimum Lot Frontage 125 64.12' G)

MINIMUM SETBACK

Setback From Street Line 50 194.1'±

Setback From One Side Property Unes 20 22.1'± Setback From Rear Property Lines 50 88.Ei'±

MINIMUM FLOOR AREA

Floor Area - One Story Buil<;fing 1,200

Floor Area - Split Lever Building

Floor Area - Two Or More Story Building Total Floor Area 1,700 2,928cc

Floor Area - Two Or More Story Building Ground Floor Area 900 1,728::t:

Maximum Height For A Building Or Structure 40 <40

Maximum Bui!ding coverage As A Percentage Of Lot Area 25% 6.5%

Maximum Building Fioor Area A.s A Percentage Of Lot Area 29% 10.9%

G) See Note 9

NOTES:

1 . This survey and map has been prepared in accordance with the Sections 20-300b-1 through 20-300b-20 of the Regulations of Connecticut State Agencies - 11Minimum Standards for Survey and Maps in the State of Connecticut" as endorsed by the Connecticut Association of Land Surveyors, Inc. It is a ReSubdivision Map based upon a Resurvey and conforms to Horizontal Accuracy Class A-2.

2. Reference is made to the following documents on file in the Trumbull Town Clerk's Office:

A. RM #447 - "Map Of Lots In Trumbull, Conn. For Louis M. & John H. Snyder; Scale: 1"=100'; Dated: Nov. 17, 1950" prepared by Frank Penny.

B. RM #8D2 - "Subdivision Map Fpr Chris Bargas, Trumbull, Conn.; Scale: 1 "=50'; Dated: Jan. 14, 1958" prepaded By Thos. J. Hardiman.

C. Volume 1804, Page 426 - Warranty Deed.

c.:::, c.:::,, --.. S 88~49'30" W ~ ""- S 86°31'38" E ,

· 72.97' _ _ ·c::_-s 43.01

3, The underground utilities shown, if any, have been located from visible field survey information. The surveyor makes no guarantees that the underground utilities shown comprise all such utilities in the area either in service or abandoned. The surveyor further does not warrant that the underground utilities shown are in the exact location indicated. The surveyor has not physically located the underground utilities, unless specifically noted as such. It is the Contractor's responsibility to contact CALL BEFORE YOU DIG (CBYD) prior to commencement of any excavation. Dial 811 or 1-800-922-4455.

\

Split Rail Fence To Be Installed Along Conservation Easement &

Wetland Limits

\ \

! I ~f

~

N 89"43'33'" W 133.07'

' ' ( I . I \ I

. Bl

Tree w/ Possible Remains Of \/Vire Fence

_..,,----

N/F Town Of Trumbull

#190 Park Lane (E07/136)

4. Property is located in FEMA Zone X. Per Flood Insurance Rate Map #09001 C0288F, Effective Date: June 18, 201 O; Panel 288 of 626.

5. Reference is hereby made to Connecticut General Statute 8-13a1 as amended, with regards to existing structures three or more years old.

6. It is the owner's and/or contractor's responsibility to obtain any and all required permits and/or variances that may be required prior to any ·construction activity.

7. Proposed calculations are based on architectural plans submitted by the client. In some cases dimensions are scaled. It is the contractor's responsibility to adjust for siding that will be added to the structure with respect to coverage and setbacks. The surveyor assumes no responsibility for details that are not submitted for our review.

8. Property is located in Zone A.

9. A Zoning Board Of Appeals Veriance has been granted.

10. Error Of Closure is 1 /5000 or greater.

11. Total Parcel Area = 55,012 sf/ 1 .263 ac.

12. The driveway to Lot A shall be located as close to 23 Hampton Road as permitted by Code and Regulations.

13. The driveway on Lot A shall not exceed 12' in width.

14. No dwelling on Lot A shall exceed 3,000 square feet.

15. A continuous 6'-8' arborvitae screen running 75' starting from Hampton Road and running along the proposed driveway on Lot A to screen with 29 Hampton Road.

SUBMIT.J:ED c:J-1~ or--JAN 2 0 2021

INL".ND W TLANDS COMMISSION BY__.-""_-,:;;_ ____ _

SITE PLAN PVC FROM ROOF LEADERS

I

.,.....-Non-'JVoven I) ;=11ter Fatir1c

PREPARED FOR

JAMES C. STEVENS #23 HAMPTON ROAD

TRUMBULL, CONNECTICUT

1''CRUSHED STCNE

STORM WATER RECHARGE OJL TEO "1330Xl.HD CHAMB~S

( L~a.:,, 1,0' INST AU.ED w~,:r HmS0.:r) N0'7"TOSCALE

30,5"

NOT VALID UNLESS EMBOSSED WITH SEAL OR FIXED WITH THE LIVE STAMP OF THE SIGNATORY

TO MY KNOWLEOGE ANO BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON

Michael Buturla, P.E., L.S. #i 3290

NOT VALID UNLESS EMBOSSED WITH SEAL OR FIXED WITH THE LIVE STAMP OF THE SIGNATORY

TO MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON

, 0 CL -DATE:

AUGUST 19, 2020

1 10-9-20

NO. DATE

Add Storm Water Recharge, Etc. BC DESCRIPTION ---REVISIONS

20 20 40

SCALE: DRAFTER: JOB NUMBER: PROJECT#:

9719 1"~20' SJR 9719

TIIE HUNTINGTON COMP ANY, llC Consulting Engineers & Surveyors 303 Linwood Avenue, Fairfield, CT

203,259,1091 1 /1

8-4758A

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LOCATION MAP

'

0

I , .. = 500'

SITE

s -----Patrick G. & Barbara A.

Lucghran #72 Elliott Road

(E/07 /107)

Erion & Jezerca Cina

#76 Elliott Road (E/07/105)

Matthew R. Lamothe & Christine J. Teto

Lamothe #84 Elliott Road

(E/07/104)

ti co 0

er

Michael S. & Jacqueline D. Nigro #63 Elliott Road

(E/07/215)

Denise & Matthew Didio #71 Ellio;lt Road

(E/07 /113) Joseph E. Campion #7 Hampton Road

(E/07/07)

Joseph E. & Concetta A. Fraccasoia


Richard G. & Annmarie Vetter


Tammy Michelle Salem & Joseph Robert Salem

#14 Hampton Road (E/07/08)

Dumitru & Mirela Zdraelea


Michael A. Colwell #42 Mulberry Street

(E/07/29)

Mulberry

Stephen Malozzi & Maria FKA Lavell

Mallozzi 42 Mulberry Street

(E/07/19)

Patricia Gilly

William A. & Shirley F. McMenamey

#94 Ascolese Read (E/07/40)

Vesta & Wilmane Maignan #82 Sherman Avenue

(E/07/30)

#83 Sherman Avenue (E/07/39)

Ian Ben & Roseann Bass #88 Sherman Avenue

(E/07/28)

Street

Sydney Wiesner 38 Mulberry Street

(E/07/20)

' '

Antonio & Ana M. Fidalgo 32 Mulberry Street

(E/07/21)

Leslie Foster #89 Sherman Avenue

(E/07/27)

Thomas M. & Joyce Rosinski #1 00 Ascolese Road

(E/07/26)

John & Dana L. Schcd 26 Mulberry Street

(E/07/22)

Ann Marie S. Astles #20 Mulberry Street

(E/07/23)

t () g_ Ci) (J) Ci)

Carola Perez #99 Ascolese Road

(E/07/47)

Patryk Zelechowski &Grayzna

Zelechowska #14 Mulberry Street

(E/07/24)

Robert L. & Laurie M. Sollitto

#10 Mulberry Street (E/07/25)

Karen Dominik #88 Elliott Road

(E/07/103)

Vincent Macri & Jean Macri

#22 Hampton Road (E/07 /10)

· James C. Stevens f•,,i;'' #23Hampt6frRoad

(E/07/18) -. , r-----------soo•----------'--------J

Carmella Piccioli

#94 Elliott Road (E/07/1 00)

Adel Sandoval Veras #100 Elliot Road

(E/07/98)

I

.,_, .,_, 0 ·-fij I Joseph S. & Patricia Tividar

#91 Elliott Road (E/07 /118)

James Mitchell #99 Elliott Road

(E/07/120)

Prakash K. Lapsia & Jyoti P. Lapsia

#105 Elliot Road (E/07/121)

•

JaneneW. & David H. Hawkins #7 Mitchell Road

(E/07/133)

Michael & Carol Ann Oerulo

#8 Mitchell Road (E/07/132)

Gregory F. & Kara L. Rizzardi


William V. & Nancy E. Scerbo Trustees


luliana Roata & Felix I. Cordas '


Vasila Rusu & Radu Rusu

Revocable Trust #12 Mitchell Road

(E/07/131)

ti co 0

er

C .8 Q E co r

Perry A. & Cathy A. Hermanson


Joshua L Rockwell #37 Mitchell Road

(E/07/13)

Road

Daniel J. Bucci #16 Mitchell Road

(E/07/126)

Laurie K. Nagy #21 Channing Road

(E/07/124)

0) C ·- ti C CO Co fer 0

Robert W. Carbone & Denise J. Carbone #29 Hampton Road

(E/07/15)

Joaquim A. Matias & Marie Theresa Pinheiro

#24 Mitchell Road (E/07/123)

Eva Hapis #22 Channing Road

(E/07/122)

Town Of Trumbull "Jane Ryan School"

#190 Park Lane (E/07/136)

NO. DATE DESCRIPTION

REVISIONS

\

DATE: MARCH 31, 2020

SUBMl~TEO d/-o JAN20221

INLANf WETLANDS COMMISSION BY(,?,. _

500' RADIUS MAP PREPARED FOR



60 0 so 120

SCALE: 1".:a:60'

DRAFTER:

SJR JOB NUMBER:

9719

THE HUI\TINGTON COMPANY, LLC Consulting Engineers & Surveyors 303 Linwood Avenue, Fairfield, CT

203 .259 .1091

PROJECT#: 9719

1 /1

-4759

I ,-: VJ

V)

:r: [" 7D 3C ]> z

LOCATION MAP

I 0

I 1"=S00'

LEGENQ -6- HY)RA~T

0 MANHOLE

Ill GAS VALVE

'a_ LTILITY POLE

,o_ WATER VALVE

* LAMP POST

□ CATCH 6ASI~

[] cLECTRIC BOX

__.o._ SIGN

B MAILBOX

• EXISTING IRON PIN

Ill EXISTING CC~CRETE I,. TEST HOLE

• PERC r0LE

~ STONE BOUND

=STONEWALL

-wL---wL-- INLA~D WETLANDS __ , ___ , __ METAL FENCE

--~~-~~- WJOO FcNCE

LA, I l

MONUMENT

ai Q JJ 0 ~ "-

•

N/F Stephen A. & Maria

Lavell Mallozzi #42 Mulberry Street

(E07/19)

'

N/F Sidney Wiesner

#38 Mulberry Street (E07\20)

Property Line

RESIDENCE A ZONE - #23 MINIMUM REQUIRED MAXIMUM ALLOWED

EXISTING PROPOSED AS-BUILT RESIDENCE A ZONE - LOT A

MINIMUM REQUIRED EXISTING PROPOSED AS-BUILT COND117ONS CONDITIONS CONDITIONS MAXIMUM ALLOWED CONDITIONS CONDITIONS CONDITIONS

'

Minimum Lot Area 21,780 55,012± 28,250± - Minimum Lot Area f----,-=----------------------,:-::::-----t----:cc:-::c-··--f-------=-1-------+-----------------------t--------------+---21,780 - 26,762±

Minimum Lot Frontage 125 130.0' 65.88' G) - Minimum Lot Frontage 125 - 64.12' (j)

MINIMUM SETBACK

Setback From Street Line

Setback From One Side Property Lines

Setback From Rear Property Lines

MINIMUM FLOOR AREA

Floor Area - One Story Building

Floor Area - Split Level Building

Floor Area - Two Or More Story Building Total Floor Area

Floor Area - Two Or More Story Building Ground Floor Area

Maximum Height For A Building Or Structure

Maximum Bulldlng Coverage As A Percentage Of Lot Area

Maximum Su!ldlng Floor Area As A Percentage Of Lot Area

G) See Note 9

50

20 I 50

1,200

-1,700

900

40

25%

29%

N/F Antonio A. & Ana M.

Fidalgo #32 Mulberry Street

(E07/21)

44.2'± 44.2'±

34.2'± 10.9'±

222.2'± 229.9'±

.

1,841 ± 1,841 ±

- -- -- -

.

<40 <40

3.8% 7.3%

3.3% 6.5%

MINIMUM SETBACK

Setback From Street Line 50 - -

Setback From One Side Property' Lines 20 - -Setback From Rear Property Lines 50

. - -MINIMUM FLOOR AREA

Floor Area - One Story Building 1,200 - -Floor Area - Split Level Building '

. - -Floor Area - Two Or More Story Building Total Floor Area 1,700 - -

Flo6r Area - Two Or More Story Building Ground Floor Area 900 - -

Maximum Height For A Building Or Structure 40 - -Maximum Building Coverage As A Percentage Cf Lot Area 25% - -Maximum Building Floor Area As A Percentage Of Lot Area 29% - -CT) See Note 9

NOTES:

1 . This survey and map has bEen prepared in accordance with the Sections 20-300b-1 through 20-300b-20 of the Regulations of Connecticut State Agencies - "Minimum Standards for Survey and Maps in the State of Connecticut" as endorsed by the Connecticut Association of Land Surveyors, Inc. It is a ReSubdivision Map based upon a Resurvey and conforms to Horizontal Accuracy Class A-2,

The intent of this survey is to depict a ReSubdivision of a previously approved lot.

2. Reference is made to the following documents on file in the Trumbull Town Clerk's Office:

A RM #447 - "Map Of Lots In Trumbull, Conn. For Louis M. & John H. Snyder; Scale: 1"=100'; Dated: Nov. 17, 1950" prepared by Frank Penny.

B. RM #802 - "Subdi.vision Map Fpr Chris Bargas, Trumbull, Conn.; Scale: 1"=50'; Dated: Jan, 14, 1958" prepaded ByThos. J, Hardiman.

--

'

--

-------

Per Occupation\ Property Line N:154638.32 _\ /Per RM #802

E:4

68155

.4

3

\~rJ:;;;;~;-F;:~n~~;r=~~·~=:i~::;z:";;;S~to~n~e~W~al~~~~s~~~~'.':'A'.~;~;~:J~~~~E~Eg~5;•t~-::;i,;;,:;;:;::;x;;;::::~:i;;;,;;:::~~:::5·~3:'±:1-::;x;=;,.E::;.E:::a-i::::-➔-----~--gS.58~8~'4~9~'3rOc."W':/!__c::::,_~c.~-=-:::i_c~=:,~):r--...:~::~S~8;6~'3~1~'3~8;"~~~ ·:~·-:+:=:: Bow ~14 _.14'.--.: - ~, - ,---, • Aoo1 _ / S 89'00'2 _ r · -, - ~ 72,97' '-~"') ~• C. Volume 1804, Page 426 - Warranty Deed.

I )>

~ 7J

d z

JJ 0 )> 0

I I I I I I I I I i i /,

' - K ' K' .,..- K::../ - _..,, 205.93' ......_~~

Stonewall Appears To~ ~(- i'-:?\,C

A sJET 2836

ill ft

1"-..Guy Wire

\ 1. Pipe Found

Brick Walk

Asphalt Driveway

/ 1:7

1 Garage ----Under

0 iQ I+

\

. -

Shed

1

, Inland Wetlands

-~:-Be Disturbed In This Area. C , 3: Approximate ~

· /11 ----/ ~oundary Shown Per Town Tree w/ Possible . ' ~f Trumbull GIS Mapping Remains Of Wire Fence

l

'.Drain

#23 Hampton Road Existing Lot Area = 55,012 SF±

i Proposed Lot Area ~ 28,250 SF± / "/'\,

r---,,-----------~'----------'------229.9'~--------___,-._, "7 __ "7 _______ __c.e,__· _____ ~\\----i'.li w I ,,' _' \ l ~ I % ~ : N 3q~43•33" W '\ ir> Gl

( I '

133.07' \ -

! I to1 I./-~ __ stone waI1 I \02\ Remains

f--------1 -~43~ ~ \

i

.-,I:'"&6 'o'O <o <,• "o·

_,, __ Proposed Lot Line

~"

BL------ BL--+---- BC.

ng Setback Line

I N/F

Town Of Trumbull #190 Park Lane

(E07 /136)

N 89°53'23" E I

N/F Robert W. & Denise J_

Carbone #29 Hampton Road

(E07 /15)

/!!

3. The underground utilities shown, if any, have been located from visible field survey information. The surveyor makes no guarantees that the underground utilities shown comprise all such utilities in the area either in service or abandoned. The surveyor further does not warrant that the underground utilities shown are in the exact location indicated. The surveyor has not physically located the underground utilities, unless specifically noted as such. It Is the Contractor's responsibility to contact CALL BEFORE YOU DIG (CBYD) plier to commencement of any excavation, Dial 811 or 1-800-922-4455.

4. Property is located in FEMA Zone X. Per Flood Insurance Rate Map #09001 C0288F, Effective Date: June 18, 201 o; Panel 288 of 626.

5. Reference is hereby mede to Connecticut General Statute 8-13a, as amended, with regards to existing structures three or more years old.

6. It is the owner's and/or contractor's responsibility to obtain any and all required permits and/or variances that may be required prior to any construction activity.

7, Proposed calculations are based on architectural plans submitted by the client. In some cases dimensions are scaled. It is the contractor's responsibility to adjust for siding that will be added to the structure with respect to coverage and setbacks. The surveyor assumes no responsibility for details that are not submitted for our review.

8. Property is located in Zone A

9. A Zoning Board Of Appeals Variance has been granted.

10, Error Of Closure is 1 /5000 or greater.

11. Total Parcel Area = 55,012 sf/ 1 .263 ac.

12. The driveway to Lot A shall be located as close to 23 Hampton Road as permitted by Code and Regulations,

13. The driveway on Lot A shall not exceed 12' in width.

14. No dwelling on Lot A shall exceed 3,000 square feet.

I 5. A continuous 6 1-81 arborvitae screen running 75' starting from Hampton Road and running along the proposed driveway on Lot A to screen with 29 Hampton Road.

SUBMl~T D cfJI-C

JAN 20 '021

INLAl~D WETLANDS COMMISSION BY f'i

RESUBDIVISION MAP PREPARED FOR

THE OWNERS OF RECORD APPROVE THIS SUBDIVISION PLAN


TRUMBULL, CONNECTICUT AND ~EREBY DEDICATE ALL HIGHWAYS AND EASEMENTS SHOWN HEREON FOR PUBLIC SERVICES TO THE TOWN OF TRUMBULL

___________ DATE:. ____ _

___________ DATE:. ____ _

APPR0'4ED BY THE TRUMBULL PLANNING AND ZONING COMMISSION

_ ____________ DATE.: ____ _

NOT VALID UNLESS EMBOSSED WITH SEAL OR FIXED WITH THE LIVE ST.ti.MP OF THE SIGNATORY

TO MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON

Jason T. s~ Sr., l.t.'t:i. #70136

DATE: MARCH 31, 2020

1--'N,;,O_ . ....__;D..;A_T..;E;......,_ ____ o_E_s_c_R_1P_T_1_o_N ___ -11 ~ REVISIONS I .I.~

20 0 20 40

SCALE: DRAFTER: JOB NUMBER: 1'=20' SJR 9719

THE HUNTINGTON COMPANY, LLC Consulting Engineers & Surveyors

303 Linwood Avenue, Faidield, CT 203,259.1091

PROJECT#: 9719

1 /1

8-4758

• INLAND WETLANDS AND WATERCOURSES

COMMISSION TOWN OF TRUMBULL


SECTION I

s Applicati;;~~ ,..

2 21 INLAt,.~ ·

BY _"""'---,,;; ___ _ 1. Location/address of property where activity Is proposed: Lot 319 Sycamore Street

Parcel Size12,375 SF Zone: A Map ID: D/10/319 Current Use: Vacant land ·---==-==------2. Applicant's Name:_H_u_rd_R_ea_lty..;;._, _LL_c ______________________ _


Telephone: 203-528-0590 Cell: (203) 520-4603 Email: [email protected]

Applicant's interest in property (Lessee, licensee, Owner, etc.):._Ow_n_e_rs ____________ _

3. Name of Property Owner of Record:._H_urd_R_ea_I1y __ ,_L_Lc __________________ _ ff the awner n • corporation, °' Olh9r non-Individual entity, Include the primary contact Information

Address of Owner of Record: c/o Chris Russo, Russo & Rizio, LLC, 10 Sasco Hill Rd, Fairfield, CT 06824

Telephone: 203-528-0590 Cell: {2p3)52p;4soa

If Applicant Is the Owner, 10 to #5 4. The undersigned hereby authorizes _R_u_ss_o_&_R_iz_io_, _LL_c_-r-7""-z~--i'"'".,"'~,,.;:-.....

related to this application.

S. Description of proposed activity and location of property. Include listing of all proposed regulated activities (use separate sheet if necessary):

Reapproval of an approval granted by the Trumbull Inland Wetland and Watercourse Commission dated July 15, 2015, to construct

a single-family dwelling with associated grading and utilities.

The applicant understands that this application Is to be considered complete only wh,m all information and documents required by the Agencv have been submitted. The undersigned warrants tM truth of all statements contained herein and in all supporting documents under penalty of false statement according to the best of his/her knowledge and belief Permission Is aranted to the Town of Trumbull, Inland etlands Watercourses Commission, and Its a1ent (s) to Inspect the subject land, at reasonable times, durln den application and for the life of the permit under Section 7.5 of the IWWC Reaulatlons.

Applicant's Signature: __ ~---r,'-~Ji'---~~----Date:. __ / ... 6 ... /_~_,/'"""'2_'tf)____._/ ___ _ (If not the owner)

Owner's Signature: --~'l"'-n,._,,_~.,.__ ______ Date:._...,.l / ............ 1q_/2 __ ~_0Q_._( ___ _

SECTION II


1. Total property area:_12_.3_75_s_F ____ Zone:_A _____ Number of Lots: _1 ______ _

2. Map ID, from assessors card: __ o,_10_13_1_9 ____________________ _

3. Total area existing of wetlands on property:_N_o _ch_a_ng_e_fr_om_pn_·o_r a_p_pr_ov_a_l -----------

4. Total area of Regulated area on property:,_N_o_c_ha_n..;;.ge_fr_o_m_p_rio_r_a .... pp_ro_v_aI ___________ _

5. Wetlands area to be disturbed: No change from prior approval ---------------------------------6. Upland Review area to be disturbed:_N_o_ch_an_g_e_fro_m_p_n_·or_a_pp_r_ov_aI _____________ _

7. Proposed % of wetlands on the property to be disturbed: No change from onoc approval

8. Total area of proposed land disturbance: No change from prior approval --~---------------------9. Is the proposed activity located within 500 feet of the boundary of Easton, Monroe, Shelton, Stratford,

Bridgeport or Fairfield: Yes___ No~ (If yes, see Section 8.2 of the Trumbull lWNC

Regulations.)

10. ls any portion of the site located within a water company watershed: Yes ___ No _x ___ _



Trees:

Shrubs:


Impervious area:

percent of Regulated Area:

No change from prior approval




Dominant Species:

12. Existing watercourse data and open water characteristics: (if applicable) a. Size of pond(s) or lake(s): _N_,A ___________________ _


c.1 00 year flood evaluation:

intermittent or permanent: _N_,A ____________ _

NIA

13. Probable effect of proposal (if any) on vegetation and wildlife: No change from prior approval

14. Existing or proposed source(s) of water supply for the property: _P_u_bl_ic _________ _

15. Existing or proposed method of sewage disposal for the property: _P_u_bli_c _________ _

16. Creation of proposed water bodies (If yes. detailed Information wiU be requiied). Yes: ____ No: _x __ _


a. Erosion and sedimentation: As depicted on submitted site plans -----------------------------18. Proposed percent of Regulated area to be covered with impermeable surface: No change from prior approval

19. Material to be (check all that applies): deposited □ excavated □ (If yes, complete the following).

a. Area: No change from prior approval Volume: No change from prior approval

b. Physical & Chemical composition of material to be deposited: No change from prior approval

Russo& Rizio, LLC

ATTORNEYS AT LAW

r»lin B. r.onnor Elir.abeth .\. FalkolT"

Robert G. Golgff \1ichael C. Jankovsky

Duid I>.. J>.11r.i.la

l>.alherine ll. llacol I.tab \I. Parisi

William \1. Pelroctio* Raymond Hizio*

lllrislopher B. Rlls.<iO Robert 0. Rlls.<iO

John J. Ryan \'anma R. Wambol1 January 19, 2021

Tatiana Solovey (*.\Isa .\dmilled in 'il')

Inland Wetlands & Watercourses Department 5866 Main Street T~bull, CT 06611

Re: Inland Wetlands Application for property located at Lot 319 Sycamore Street

Dear Ms. Solovey:

Please accept this application to the Trumbull Inland Wetlands & Watercourses Commission for the property located at Lot 319 Sycamore Street (the "Site").

The Applicant is requesting reapproval of an approval from the Trumbull Inland Wetlands and Watercourses Commission dated July 15, 2015 for the construction of a singlefamily dwelling with associated grading and utilities. The Applicant requests approval of the same exact plans and requests the prior application for the Site from the afore-mentioned approval be incorporated as a part of this application. This prior approval expired during the pandemic and the Applicant wishes to move forward on this project as the pandemic hopefully reaches its conclusion.


Sincerely,

Christopher Russo

I Posl Road Fairlield, CT 06824

Tel 203-255-9928 Fu 203-255-6618

PROPERTIES LOCATED WITHIN 75' OF LOTS 319 & 320 SYCAMORE ST

PROPERTY ADDRESS OWNERS NAME MAILING ADDRESS CITY STATE ZIP CODE TUCCI LUIGI & TUCCI ANNA L/U & TUCCI

16 PINE STREET ANTHONY & TUCCI ANGELO 16 PINE STREET TRUMBULL CT 06611 SYCAMORE STREET HURD REAL TY LLC P O BOX 110696 TRUMBULL CT 06611-0696 4279 MADISON AVENUE MARTINEZ YVETTE TRUSTEE 4279 MADISON AVENUE TRUMBULL CT 06611

MANCINI ETTORE L/U & GIOVANNA L/U & VlSELLI DONNA & MANCINI ANTHONY

38 LINDEN AVENUE &RITA 38 LINDEN AVENUE TRUMBULL CT 06611

SYCAMORE STREET FAIRVIEW AVENUE REAL ESTATE LLC P O BOX 110696 TRUMBULL CT 06611-0696

SYCAMORE STREET HURD REAL TY LLC PO BOX 110696 TRUMBULL CT 06611-0696

4285 MADISON AVENUE PAOLINI RICHARD TR 4285 MADISON AVENUE TRUMBULL CT 06611 42 LINDEN AVENUE FOGEL DENICE DANIELS & PHILIP A 42 LINDEN AVENUE TRUMBULL CT 06611 4291 MADISON AVENUE PROVORNOV ILYA & THUR NICOLE 4291 MADISONE AVE TRUMBULL CT 06611 12 PINE STREET BIEDERMANN ERICH P & VIRGINIA C 12 PINE ST TRUMBULL CT 06611 6 PINE STREET SMITH KAREN B 6 PINE ST TRUMBULL CT 06611

Wl,/1ned


July 1S, 2015

~{)iO lllrQ OOCIO ?S-~~ .3?-1./tf Town of Trumbull CONNECTICUT

www.trumbull-ct.gov

• CERTIFIED MAIL- RETURN RECEIPT REQUESTED

Emilio Ferri c/o Raymond Rizio One Post Road Fairfield, CT 06824

Town Hall S866 Main Street

Trumbull, CT 06611 Phone: 203.4S2.5046

Fax: 203.452.S061

Re: Application l 5-14, Emilio Ferri, - Pennit approval to construct a single-family house with associated grading and utilities within a regulated area at Sycamore Street, Parcel A.

Dear Mr. Ferri,

The subject application, at a regular meeting held July 7, 2015 was reviewed by the Inland Wetlands and Watercourses Commission to construct a single-family house with associated grading and utilities wilhin a regulated area at Sycamore Street, Parcel A.

In accordance with the regulations of the Inland Wetlands and Watercourses Commission, the Commission voted to grant a pennit to Emilio Ferri c/o Raymond Rizio to conduct the above activity.

The application was APPROVED, as submitted, subject to the attached General Conditions as established by the Commission and the following specific conditions:

t. All review comments contained in the attached letter from Frank Smeriglio, P.E. and William Maurer, P.E. dated July 1, 2015 shall be incorporated as conditions of approval.

2. Any tree stumps removed shall not be buried on-site.

Said action has been fixed to become effective on July 29, 2015 and a copy thereof has been filed and recorded in the Office of the Town Clerk.

Inland Wetlands and Watercourses Commission '°R~o-.cW'#. ~4. Richard H. Girouard, Sr., Chairman RHG/mdm

Cc: Town Clerk, Town Engineer, Building Deportment, Planning and Zoning

INLAND \VETI.ANDS AND \VA TERCOURSES COMMISSION

€own of tltrumbnll

TOWN 11,\11. Stl66 M:un Sc, .. , l'nnnbul. I I' 06611

CONNECTICUT \VWW trurnbull-c:rgov

Tnl.1\1'1 IONg t•hc- : :?Ol- ~S?-511-16 l'u : :!Jll45l-S0<,1

ALL INLAND WETLANDS PERMITS ARE SUBJECT TO THE FOLLOWING GENERALCONDmONS

1. WeUand boundaries, aftcted by, or adjacent to al conatructlon and site activities, must be flagged by a 801 aelentist unless otherwise determined by the Commission.

2. That this permit may be revoked if the permllhle exceeds the conditions or llmltatlons of this permit or has secured lhla permit through deception of lnaa:urata Information. The perml expires within five (5) years of Ha Issuance, unless the time period Is extended by the Inland WaUands and Watercourses Com_mlBSlon.

3. All erosion and aecllmentatlon control measures must be constructed In accordance with the standards and specifications of the Connecticut Erosion and son Guldeffnes 2002 and the Connecticut Stcrmwatw Quallly Manual 2004.

4. A Sedimentation Control Plan shall be submitted to and approved by the Town Engineer, actlng aa the Agent for the Commission. The name, addreas, and telephone number of the Individual rasponslbfe fpr the Implementation and mafntenanca of the En>lion and Sedimentation Control Plan must ba provided ID the Town Engineer prior to construction.

5. Land disturbance ahal be kept to a minimum and re.stabilization must be scheduled as soon as poaalble. Temporary seeding or pem,anent hydro-seeding should take place Immediately upon completion of grading. ·

6. Notification to the Town should be made 48 hours prior to commencement

7. Site development shall not begin unless Iha sol erosion and sedimentation measores an, Installed and functional. All control measures shall be maintained In effective condition to ensu,e the oompllance of the approved plan.

8. The application II approved la subject to Town Stamiwater Management Policy

9. Once removal of erosion and sedimentation control devices la granled, au control devices, along wtth any accumulated sill or debris, shell be removed and taken from the site. Permanent disposal of this material on lhe site will require prior approval by the Town Engineer. All work shall be dona In a manner ta prevent harm to protected areas, and acceptable ta the Commlsalon through their agent, the Town Engineer.

10. Any and aN necessary permits required are the appRcant's responsibility.

Frallk Snllrlgllo, PE Town Englnnr

July I, 2015

Joseph C. Pereira. P.E. One Enterprise Drive Suite 312 Shelton. CT 06484

TOWN OF TRUMBULL CONNECTICUT

RE: Lots #319 and 320 Sycamore Street

Dear Mr. Joseph C. Pereira.

Town Hall 5861 Main Str9et

Ttumbulf. Connecticut 01111 PJlollt: 20U52.5053 Fu: Z0l.452.5081

Based on the following documents submitted to the Enginccrina Department for review on June 18, 20 ls. as part of an application by Emilio Fem. for Inland Wetland and Water Course Commission approval on application 15-13 and 15-14:

l. "Proposed Site Development Plans- Site Plan:' sheet 1 of7; prepared for Emilio Ferri. for Lot #319 and #320 Sycamore Street; Trumbull, Connecticut. Prepared by Pereira Engineerin1, LLC, dated May 19, 2015 with the latest revision dated 6112/15.

2. "Proposed Site Development Plans - Grading and Utilities Plan." sheet 2 of 7; prepared for Emilio Ferri, for Lot #319 and #320 Sycamore Street; Trumbull, Connecticut. Prepared by Pereira Engineering, LLC, dated May 19, 2015 with the latest revision dated 6/12/15.

3. Proposed Site Development Plans- Road Profile," sheet 3 of 7; prepared for Emilio Ferri, for Lot #319 and #320 Sycamore Street; Trumbull, CoMecticut. Prepared by Pereira Engineering. LLC. dated May 19, 2015.

4. "Proposed Site Development Plans - Soil Erosion and Sediment Control Plan," sheet 4 of 7; prepared for Emilio Ferri, for Lot #319, #320 and #32 I /322 Sycamore Street; Trumbull, CoMecticut. Prepared by Pereira Engineering, LLC, dated May 19, 20 IS with the latest revision dated 6/12/15.

S. "Proposed Site Development Plans- Details," sheet 5 of1; prepared for Emilio Ferri, for Lot #319, and #320 Sycamore Street; Trumbull, CoMccticut. Prepared by Pereira Engineering, LLC, dated May 19, 20 IS.

6. "Proposed Site Development Plans- Details I," sheet 6 of 7: prepared for Emilio Ferri, tor lot #319, and #320 Sycamore Street; Trumbull, CoMccticut. Prepared by Pereira Engineering, LLC, dated May 19, 201S.

Lots #319 and 120 Sycmnore Street

7. ..Proposed Site Development Plans -Details II,11 sheet 7 or 7; prepared for Emilio Ferri, for Lot #319, and #320 Sycamore Street; Trumbull, ConnecticuL Prepared by Pereira Engineering, LLC, dated May 19, 2015.

8. "Proposed Site Development Plans- Drainase Calculations": prepared for Emilio Ferri, for Lot #319, #320 and #321/322 Sycamore Street; Tnambull, COMecticut. Prepared by Pereira Enpnccrlng. LLC, dated May 19, 201.S.

The following Items must be addressed prior to our approval:

I. The proposed road docs not meet the c:uncnt standards for horizontal geometry. However it appears that the road was previously approved as part of Inland Wetland and Watercourse application O.S-40. Applicant must obtain approval from Plannins and Zoning, all Emergency Services, Police Department Traffic Commission and the Board of Education for bus access for proposed road.

2. A turn around easement may be required to accommodate large vehicles.

3. Depict the location and data for the test pits conducted for the proposed underground storage.

4. Depict location and data from the pen:olation tests. Exfiltration should not be used for Cultcc units place in undocumented till. The percolation hole #319 does not appear to have sufficient data.

S. The Outlet Control Structure must be constructed in a manhole not in a catch basin. Also there are conflicting orifice sizes refer to detail on sheet 6 of 7

6. IfCultec units are placed in fill when compared to the 1964 contoun, engineer to verify and state that stonnwater galleries will not bleed out to the surf acc.

7. All asphalt and other debris previously deposited on the site must be removed and disposed of on a proper fashion.

S. Catch basin to catch basin pipe runs are not allowed all cotch basin pipes must tcnninate at a manhole or outlet structure.

9. All drainage pipes proposed in Town right of way must be either RCP or PVC SOR with gaskets.

.. Lots #319 and 120 SJYmore s,rm

t0. All catch basin tops in Town right of way to have galvanized grates and frames refer to the Town of Trumbull Enpneerina Standard Details.

11. Bituminous lip curbina to be installed on binder course.

12. Asphalt patch limits on Pine Street must be depicted and in accorda11ce to town standards.

13. AH roadway work, sanitary and drainage work shall be inspected by an independent Engineer under the supervision of a Professional Engineer ( not the dcsip enaifleer). all material testing and compaction testing results shall be signed by the inspecting enpncer.

14. After completina the road base and prior to paving, all sanitary and stonn drainage must be video and submitted to the Town Engineer for review.

lS. Sanitary sewer mains and laterals must be pressure tested, and video prior to acceptance. All final constntction plans and specs shall be submitted for review.

16. All road construction must comply with the State ofCoMecticut Department of Transportation Standard Specification for Roads. Bridges and Incidental Construction fonn 816 and/or Town of Tnunbull Standards.

I 7. All property line comen must be monument with acceptable markers prior to CO Sisnoff. All center line iron pina must be set prior to acceptance of the road.

18. A street opening permit must be obtained for any work in the Towns right of way.

19. All water mains and hydrant locations must be approved by the Fire Marshall.

20. As-built plans and certification letter by the design en&ineer for each lot development must be submitted prior to CO Signoff.

21. A site monitor shall be required to inspect all soil erosion controls after every rain event nnd or at least once a week.

22. All street trees are to be planted on private property not on the proposed Town right of way. A planting plan must be submitted and approved by the Town Tree Warden.

23. Crushed stone to be place beneath all proposed sundecks. If concrete or other impervious surface is proposed beneath Che sundeck this area must be included In the stormwater runoff calculations.

24. A site bond for the Soil Erosion and Sedimentation in the amount favorable to the Town Engineer must be posted prior to any site disturbance.

25. All existing SINCtures, fences and any other encroachments into the Town right of way must be removed prior to start of constnsction.

..

Lot,1 #319 and 320 Sycpmore s1reet

26. Prior to the issuance of Certificate of Occupancy. an as.built plan and certification letter in accordance with Trumbull's drainage manual shall be submitted.

27. An application to the WPCA will be required for the sanitary sewer coMection.

Based on tbe amount of Items required to be modlfted •• listed above, these comments shall be considered prellmlaary. There may also be further comments based on tbe response of the above mentioned items.

Please note; these plans are considered preliminary. Flaal coastnu:doa plans for the site and roadway shall be submitted for englaecrlng review and approvaL If you have any questions or coaceras please contact me,

Sincerely,

.fZ Frank M. Smeriglio, PE Town Enainecr

Cc: Jamie Bratt Director Economic Development

Inland Wetland and Watercourse Commission

Vincent Marino

Emergency Services

Traffic Commission

Board of Education

William Maurer, PE, LS Civil Engineer

C

INLAND WETLANDS AND WrRCOURSES COMMISSIO

TOWN OF TRUM LL


General information to be supplied by all applicants for a permit -twelve {12) sets not stapled of completed application need to be submitted with maps):

SECTION I

Appl icatio.D. N2.:. t,UBMITTED

la-If MAY 28 2015

1. Name of Applicant:. __ E_m_i_l_i_o_F_e_r_r_i ____________________ _

Address of Applicant: c/o Raymond Rizio, One Post Road, Fairfield, CT 06824

Telephone: Day: (203) 255-9928 Evening: ~~------ Cell:.,_(__.) ___ _

Email: RRIZIO@QRLAW .COM and CRUSSO@QRLAW .COM

2. Name of Property Owner of Record:_H_u_r_d_R_e_al_t_y_,_LL_c _____________ _

Address of Owner of Record: 50 Hickory Street• Trumbull, CT 06611

3. Telephone: Day: (203) 268-1817 Evening: ________ Cell: ... (__. ___ _

4. The undersigned hereby authorizes ..;.R __ a"""""'----'a.......=,,,"'r----,....,..."'7'""-- (Applicant) to act as Agent on my behalf as related to this application.

By_-+~-H-..-.--,~~~---:=--"'""'."."'"-----(Owner of Record)

In cate If Other Than Property Owner Raymond Rizio

5. Applicant's interest in property (Lessee, Licensee, Owner, etc.):,_ 0_wn_e_r ________ _

6. Location/address of property where activity is proposed as identified in the Trumbull Land Records on file in the Town Clerk's office.

Sycamore Street, Parcel "A"

7. IF A PUBLIC HEARING IS SCHEDULED: The applicant must notify said adjacent property owners by mail, certificate of mailing, post marked no later than fifteen (15} days prior to the Public Hearing (sample letter attached). Please note: If this Is the lnltlal application a public hearing Is not required. do not mail adjoining property owners' letters unless notified In writing by the Commission.

8. Description of proposed activity and location of property. Include listing of all proposed regulated

activities (use separate sheet if necessary):

Construction of a single-family house with related site improvements and

associate grading and utilities.

2

(

(_

The applicant understands that this appUcation is to be considered complete only when all information and documents required by the Agency have been submitted.

The undersigned warrants the truth of all statements contained herain and in all supporting documents under penalty of false statement according to the best of his/her knowledge and belief.

The applicant heraby grants permission under 7.51< of the Inland Wetland and Watetcourses Regulations of the Town of Trumbull authorizing site inspects on the subject property.

3

C

(

(

SEC[IONIJ

SITE PLAN REOUIREMENTS (Complete thJa section u appllcabla)

1. Locatlon/Addresa of proposed actlvfty: Sycamore Street. Pa rce 1 A

2. Total property area: 121375 sq. ft. Zone: R-A Number of Lota:_..,_ ___ _

3. Map ID, from 8888SIOl'I card:._ .... 0..,1_10_-_0_03_1_9 ______________ _

4. Total area exfating of wettancts on proparty:. __ o ______________ _

5. Total area of upland review araa on property:._O _________________ _

8. Proposed area of wetlands to be dlaturbed:. __ o ______________ _ 1. Proposed% of wetlands on the property to be dlsturbed:. _ _.Or-:l __________ _

8. Total area of p,oposed land dilturbanca:._2_.4_0_0_sq_._f_t. ____________ _

9. ts the proposed activity located within 500 feet of the boundmy of Eaton, Monroe, Shelton, Stratford,

Bridgeport of Fahfleld: Yea____ No X (If yee, see Section 8.2 of the TrumbuU

Inland Wetlands & Watarcoursea Regulations.) 10. la any portion of the site located within a water company watershed: Yea ___ No __ x __

(If yea, see Sadlon 8.4 of Trumbull Inland Wetlands & Watercourua Regufatlona.)


Treas:

Shrubs:

Pfrs•ot 9' Bnvt•Sld Aru: 50% os

Grauea, weedt. etc: ___ O_S ______ _ Pasture: _o_s ______ _ Cultivated area: ___ o_i ______ _ lmpe,vfoua area: -Pi.J ______ _

oom1n1ot IPtCI••= Red Maple

12. Existing watercourse data and open water characteristics: (If appDcable) a. Size of pond(a) or lake(s): ___ N __ M......_.e, ________________ _

b. Additional base flow depth and ff possible water flow rate: __ n __ o_ne __________ _

c. Stream characteristics: lntennittent or permanent __ ,.p_enna;;.,,;_;;;,;,,;,ne.;.;n.;...t ______ _

minimum and maximum seasonal ftawa: _______ _ d. 100 year flood evaluation: __ No-t--=-es_ta=b .... li_s~he;;.;d _______________ _

e. Discharges If any lnctudJng type, frequency and volume, and chemJcaJ composition: ___ _

13. Probable effect of proposaJ (If any) on vegetation and wildllfa: __________ _

Neg11gfble

14. If available, on separate sheet, Include hydrologic ground cfassfflcation(s) or soil name and map

symbols.

4

(

15. Existing or proposed source(s) of water supply for the property: _Ag.u.;..a_r_i o_n _______ _

18. Exlatlng or proposed method of sewage disposal for the property: Mun 1 c i pa 1 Sewer

17. Creation of proposed water bo~fea (If yee, ctttallld lnfarmallan w1111e reqund): Yes: ____ No: _x __ 18. List proposed me11urea to protect regulated and Intend wetJand areas from:

a. Erosion and sedimentation: ____________________ _

b. Leaching of pollutants: ... H1.1aP111oD .. @---------------------c. Direct discharge of pollutant&: ....,.N,..on_e _________________ _

d. Increased ftoodlng and surface runoff hazards: ______________ _

19. Proposed percent of regulated area to be covarad with impermeable surface: __ o ______ _ 20. Material to be deposited and/or excavated: Yes: X No: __ (If ve-. c:cmplellt "'• following)

a. Area: 7.500 sq.ft. Volume: ____________ _

b. Physical composition (texture, components) of material to be deposited: Excavation of clean fill

c. ct,emlcal composition of all toxic materials, whether such materials are enclosed In containers or deposited openly: _______________________ _

d. Potential chemical reacttona of deposited materials yleldfng toxic products or concentrations of products hazardous to the ecosystem: _N_on_e ________________ _

e. Ftnal height of filled area above seasonal high water table: __________ _

f. Texture and composition of aoH left after excavation: _ ... n.._/a ___________ _

g. Slope of excavauon: _ ,;,,:,n.,... ____________________ _

h. Depth of water table or water level In Inundated after excavation: _________ _

21. Other Information the Apptfcant deems necessary to meet the objectives of these regulatfona,

Sections 22a-38 to 22a-45 Inclusive of the Connecticut General Statutes and P.A. 73-571.

s

Connec;ticut Departme"t af

ENERGY &

ENVIRONMENTAL PROTE CT I O N

GISCODEf: ________ _ ForOEEP U.. Only

79 Elm Street • Hartford, CT 06106-5127 www.ct.gov/deep Affirmative Action/Equal Opportunity Employer

Statewide Inland Wetlands & Watercourses Activity Reporting Form Please complete and mail this form ,n accordance with the instructions on pages 2 and 3 to:

DEEP Land & Water Resources Division. Inland Wetlands Management Program, 79 Elm Street, 3rd Floor. Hartford, CT 06106 Incomplete or incomprehensible forms will be mailed back to the municipal inland wetlands agency.


1. DATE ACTION WAS TAKEN: year: CIiek Here for Year month7 CIiek Here for Month

2. CHOOSE ACTION TAKEN (see instructions for codes): CIiek Here to Choose a Code

3. WAS A PUBLIC HEARING HELD (check one)? yes O no 0




5. TOWN IN WHICH THE ACTION IS OCCURRING (type name): Trumbull

does this project cross municipal boundaries (check one)? yes D no '21 if yes, list the other town{s) in which the action is occurring (type name(s)): _,

6. LOCATION (dick on hyper1inks for information): USGS quad map name:8ridgeport or quad number: 109

subregional drainage basin number: 7106

7. NAME OF APPLICANT, VIOLATOR OR PETITIONER (type name): Hurd Realty, LLC

8. NAME & ADDRESS t LOCATION OF PROJECT SITE (type information): Lot 319 Sycamore Street

briefly describe the action/project/activity (check and type information): temporary D permanent '21 description: Single-family Dwelling

9. ACTIVITY PURPOSE CODE (see instructions for codes): CIiek Here to Choose a Code 8

10. ACTIVITY TYPE CODE(S) (see instructions for codes): cf1ek for Code. Cl~ck for Code, c1fu~ for Code. CH~~ for Code

11. WETLAND I WATERCOURSE AREA ALTERED (type acres or linear feet as indicated):

wetlands: _0__ acres open water body: _0__ acres stream: 0 linear feet

12. UPLAND AREA AL TE RED (type acres as indicated): 0·01 acres

13. AREA OF WETLANDS/ WATERCOURSES RESTORED, ENHANCED OR CREATED (type acres as indicated): 0 acres


FORM COMPLETED: YES NO FORM CORRECTED/ COMPLETED: YES NO

rev. 112018 e

IWWC APPLICATION CHECK LIST !\It 'ff RE !,l B\IITTED \\ ITU ,rruc ,no, p \C" \GE

MEETING DATE: ______ PROPOSED ACTIVITY: _ ____________ _

SUBMISSION DEADLINE: ____ .PROJECT LOCATION: ______________ _

AEQ'Dlf Checuf Please provide one (1) digital copy along with the following: checlled PROVIDED

1.0 II Twelve (12) copies of FUµY COMPLETED Sections I and II of the Application.

2.0 II Ten (10) copies of a five hundred foot (S00') radius contour map showing all contiguous upstream and downstream properties (1"~100' scale). Available on the Town website Trumbull-ct.gov: Go to the Town Hall tab, Click on the Trumbull GIS Mapping tab, follow the prompts to the elevation contour map.

3.0 ltJ One (1) copy of a Field Card: Obtained from Tax Assessor's Office or through the Town website via Trumbull GIS Mapping.

,J.O ltJ A completed CT DEEP Activity Reporting Form - attached.

5.0 J0 List of names and addresses of all adjacent property owners within 75 feet of all property boundary lines.

6. 0 II Ten (10) FULL SIZE copies of Site Plans (at a scale no greater than l "= 40' scale) showing: D □ Existing conditions and proposed site lmprovements, D □ Two foot (2') contours depicting existing and proposed grading. o D Distance in feet to the closest point of disturbance to the wetlands and/ or watercourse. o DAU actlvlty within 100' (the regulated area) of the wetlands and/ or watercourse. O D Limits of disturbance. o □ Location of existing trees, woodland limits, shrubs and other significant vegetation. O D Construction phasing and stasing plan. D D Site cross sections (as needed for clarity).

7. D 00 Ten (10) copies of proposed erosion and sedimentation control plan.

8.0 liJ Compliance with Administrative Policy for Stormwater management and Drainage Design Standards (available on the Town of Trumbull website under Engineering Department!,

9.0 D Additional information: O □ Existing conditions Survey to A-2 Standards O D Demolition Plan O □ Planting Plan O □ Tree Removal & Tree Protection Plan O □ Wetlands Flagging O □ Soil Report O D Elevation Certificate O D Site & Aerial photographs D □ Other _________________________________ _

IO.□ 0 Proposed design & specifications of on-site sewage disposal or any proposed connection(s) certified by an engineer.

11. □ D Feasible and prudent alternatives.

I:?.□ II Fee $560 ·-------PLEASE NOTE: APPUCATIONS MISSING INFORMA noN OR DEEMED INCOMPLCTE MAY BE DENIED BY THE COMMISSION

G \INlANO WETLANDS 2\fORMS\2018 Rev,s,ons\2018 12 l2_APPLICATION CHECK llSl.doa

EXISTING

PROPOSED SITE DEVELOPMENT PLANS

LEGEND

CONTOURS

SPOT a.EVATION

PROPERTY LINE

BUILDING SETBACK

WATERCOURSE

TREE LINE

STONE WALL

LEDGE

STRUCTURE

EOG£ OF PAVEMENT

STORM SEWER PIPE

SANITARY SE~ PIPE

MANHOLE

CATCH BASIN

WATER

GAS

SANITARY LATERAL

ROOF' DRAIN

FOOTING DRAIN

UTILITY POLE

HYDRANT

GEO TEXTILE SILT FENCE/HA YBALES

CONSTRUCTION ENTRANCE

PROPOSED

--c:mi---wpl ------

24• BCP

a· PVC

0 mc119

w

G

SAN

RD

FD

-0-

-6-

- -- -~ --=

FOR PROPERTY LOCATED AT SYCAMORE STREET


PREPARED FOR

MAY 19, 2015 REVISED: JUNE 12, 2015

REVISED: OCTOBER 13, 2015

LIST OF DRAWINGS

~ \..LI""

ii •

,i ! l'LlTTSVILLE"

' o•

I

LOCATION MAP SCALE: 1"•1,000'±

• • [, •

"''"

C-1

C-2

C-3

C-4

C-5

C-6

C-7

SITE PLAN

GRADING & UTILITIES PLAN

ROAD PROFILE

SOIL EROSION AND SEDIMENT CONTROL PLAN

SOIL EROSION AND SEDIMENT CONTROL DETAILS

DETAILS I

DETAILS II

OWNER OF RECORD: EMILIO FERRI 50 HICKORY ST. TRUMBULL, CONNECTICUT 06611

APPLICANT: EMILIO FERRI 50 HICKORY ST. TRUMBULL, CONNECTICUT 06611

APPROVED BY THE INLAND WETLAND AND WATERCOURSE COMMISSION TOWN OF TRUMBULL

CHAIRMAN OR SECRET ARY DATE

PEREIRA -=LLC~ENGINEERING,LLC Civil • Environmental • Land Surveying One Enterprise Drive, Suite 312 Phone: (203J 944-9944 Shelton, CT 06484 Fax: (203 944-9945

JOSE C. PEREIRA, CT. P.E. No. 21079 DATE

-

\ I I

\

\ I I

N/F O'CONNELL,

STEVEN & ROSA N. #4291 MADISON AVE.

MAP D10/LOT 434

\ \

I

'•:: '::~:1:c:: ·.:_ ·,i·•: .,., " .... ,: .. ,,. . :_,,:

NEW ~TLANDJ DEUNEA TION BY HENRY MOELLER, S<jlL SCIENTIST ON MARCH 13, 2009

\ \ / /

; - -~::;: :, -- -ii--....... ___ ... ___ -:-,-~-~~~:- - '.·:-::_ ... =~..;4: ~ -ii---,,, ,:.,.. C:"'

'\ ,:.,.. "§? L_

N/F POLIS,

STEPHEN A. & TERI J. #4293 MADISON AVE.

MAP 010/LOT 324

EMILIO \ SYCAMORE ST. §? §? /

\

~~ ,:.,.. MAP DlO/L:T 321/32~ / ••• ff--·-·--::~TAE TREES

, / ,:.,.. ,:.,.. ;:? z: ~~- (4' OC)

I ·/ ,:.,.. . 'a ... 3£;-;;c~•-

\t"'' ;!!_,,, ,. ~I-~"--~ ,... " ::7··· --~ ,, ~1ar

I I

I I

5 N/F -t!, PAOLINI, RICHARD & SUSAN

#4285 MADISON AVE. MAP 010/LOT 435

DRAINAGE EASEMENT IN FAVOR OF LOT 319 &: LOT 320

LAWN

1 O' WIDE DRAINAGE EASEMENT IN FAVOR OF LOT 319

PARCEL 8 N/F

I I

/ F ARVIEW AVENUE REAL ESTATE, LLC

SYCAMORE ST MAP 010 /LOT 320

~ /1 12.8'

12.5'

Ji! LAWN

60'

PROPOSED DWELLING

PR~MLLING

BF=306.5

CONC WALK (TYP)

'

I I

I I

13.9' I

14'

7.6' 8.4'

I

b "'

N/F YVETTE MARTINEZ, TRUSTEE OF THE JAIME LEERON, JR. SUPPLEMENTAL

NEEDS TRUST 4279 MADISON AVENUE

/ /

20'

/

I I

I / ,. .s~ 5··~ : .•.•

LAWN

PARCEL A N/F

HURO REALTY, LLC . SYCAM OR': ST •.. ··--·· .... <"

MAP 010/LOT 319

60'

PROPOSED DlltEWNG FF=316.0

PROP~11MtwNG er=:ioe.s

IT DRIVEWA

EXIST WALL

I I

12.9'

I I

I I

EXIST SlOCKPILE TO BE REMOVED

N/F SMITH,

KAREN 8. #6 PINE ST.

MAP 010/LOT 329

f-l

- I 12-5'

N/F BIEDERMAN,

E~iCH P. & VIRGINA C. #12 PINE ST.

MAP D10/LOT 241

SAWCUT EXIST PAVEMENT (TYP)

GENERAL NO'IESI

1. ALL WORK SHALL CONFORM TD THE TOWN OF TRUMBULL STANDARDS AND SPECIFICATIONS OR IN THE ABSENCE THEREOF TO THE STATE OF CONNECTICUT DEPARTMENT OF TRANSPORTATION FORM 816, LATEST REVISION.

2- PRIOR lO CONSTRUCTION, CONTRACTOR SHALL FIELD VERIFY ALL EXISTING SITE CONDITIONS AND SHALL IMMEDIATI::LY REPORT ANY AND ALL DISCREPANCIES lO ENGINEER.

3. THE LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES ARE SHOWN IN AN APPROXIMATE MANNER ONLY AND HA VE NOT BEEN INDEPENDENTIL Y VERIFIED BY THE ENGINEER. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAIWRE TO EXACTILY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.

4. THE CONTRACTOR SHALL CONTACT "CALL BEFORE YOU DIG" LOCATING SERVICE AT 1-(800)-922-4455 AT LEAST SEVENTY-TWO (72) HOURS PRIOR lO THE START OF CONSTRUCTION IN ORDER TO HAVE ALL UTILITIES LOCATED AND MARKED,

5. PROPOSED DWELLINGS ARE TD BE SERVED WITH PUBLIC WA TIER AND SANITARY SEWERS.

6. ALL ROOF AND FOUNDATION DRAIN DISCHARGE PIPING SHALL BE 6" PVC PLASTIC PIPE (ASTM D 3034) SDR-35 WITH RUBBER GASKETS, BELL AND SPIGOT TYPE JOINTS.

7. ND STUMPS ARE TD BE BURIED ON SITE.

8. ANY DAMAGE TO EXISTING CURBS, SIDEWALKS, OR ANY OTHER APPURTENANCES DURING CONSTRUCTION WILL BE REPLACIED BY THE CONTRACTOR AT HIS EXPENSE.

9. ALL UTILITY WORK TO BE DONE IN ACCORDANCE WITH THE RESPECTIVE UTILITY'S REQUIREMENTS AND STANDARDS. IT WILL BE THE CONTRAClOR'S RESPONSIBILITY lO COORDINATE UTILITY RELATED WORK WITH THE RESPECTIVE UTILITIES. ALL COSTS, INCLUDING PERMIT FEES, SHALL BE INCLUDED IN THE PRICES BID FOR THE VARIOUS ITEMS OF WORK UNDER THIS CONTRACT.

10. APPLICANT TD PROVIDE AN IMPROVEMENT LDCA TIDN MAP/AS-BUILT SURVEY MAP AND CERTIFICATION LETTERS STATING INSTALLATION OF THE STORM DRAINAGE SYSTEM HAS BEEN COMPLETED IN ACCORDANCE WITH TRUMBULL'S DRAINAGE MANUAL AND THE INSTALLATION OF THE SANITARY SEWER SYSTEM HAS BEEN COMPLETED IN ACCORDANCE WITH THE lOWN OF TRUMBULL ENGINEERING DEPARTMENT REQUIREMENTS, AND THE IMPROVEMENTS ON EACH LOT HAS BEEN COMPLETED IN ACCORDANCE WITH THE DESIGN PLANS AND THE lOWN OF TRUMBULL STANDARDS ANO SUBMITTED TO THE WETILANDS AGENT AND TOWN ENGINEER FOR APPROVAL PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY.

11. ELEVATIONS DA TUM IS NORTH AMERICAN VERTICAL DA TUM OF 1988 AND WAS OBTAINED UTILIZING GUIDANCE POSITION SYSTEM (G.P.S.). THE GEOIO USED IS GEOIDD3. ELEVATIONS WERE DETERMINED FROM GPS OBSERVATIONS MADE ON 11-7-2013, IN ACCORDANCE WITH "GUIDELINES AND SPECIFICATIONS FDR GLOBAL NAVIGATION SATEWTE SYSTEM LAND SURVEYS IN CONNECTICUT" ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC.

12. BEARINGS REFERENCE NORTH AMERICAN DATUM OF 1983 ANO WAS OBTAINED UTILIZING GUIDANCE POSlllON SYSTEM (G.P.S.). THE GEOID USED IS GEOIDOJ. ELEVATIONS WERE DETERMINED FROM GPS OBSERVATIONS MADE ON 11-7-2013. IN ACCORDANCE WITH "GUIDELINES AND SPECIFICATIONS FOR GLOBAL NAVIGATION SA TEW TE SYSTEM LAND SURVEYS IN CONNECTICUT" ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS. INC.

13. THE TOWN ENGINEER REQUIRES APPROVAL OF THE ROAD GEOMETRY BY THE lOWN OF TRUMBULL PLANNING AND ZONING, ALL TOWN EMERGENCY SERVICES. POLICE DEPARTMENT TRAFFIC COMMISSION ANO THE BOARD OF EDUCATION.

14. STREET TREES, IF REQUIRED, SHALL BE PLANTED ON PRIVATE PROPERTY AND NOT THE TOWN RIGHT OF WAY. A PLANTING PLAN SHALL BE PREPARED AND SUBMITTED TO THE TOWl>I TREE WARDEN FOR APPROVAL

--------------------- BCLC (TYP) ----- ----- - -____ ... _____ -----;; STORM OCS-1

N/F VORIS,

ERIC R. & SARAH #19 CAMELOT DR.

MAP D10/LOT 303

\

I

/ // \

N/F

/ HAYES,

DEREK B. #48 LINDEN AVE.

/ MAP D10/LOT 313 / '

N/F / FOGEL,

DENICE DANIELS & PHILIP I #42 LINDEN A VE.

MAP 010/LOT 3;4

RESIDENCE ZONE A ZONING STANDARDS

STANDARDS REQIIIRED PARCEL A (LOT 3111) PARCEL B (LOT 320)

MINIMUM LOT SIZE 0.500 ACRE 0.28 ACRE• 0.20 ACRE" (21,780 SQ. FT.) (12,375 SQ. FT.)• (8,750 SQ. FT.)•

MINIMUM ROAD FRONTAGE 125' 85.o'" 85.o·• MINIMUM YARDS:

FRONT 50' 30"±* 30'±:•

SIDE 20' 12'±• 12':t:•

REAR 50' 84:1:' 40:f:'*

MAXIMUM BUILDING HEIGHT 40• < 35• < 35'

MAXIMUM BUILDING COVERAGE 25% 14.5% 20.e,i:

MAXIMUM f.A.R. .29 .24 .29

• WAIVER GRANTED VOL 1357 PG 0417 TRUMBULL LAND RECORDS

CtRllFICATION

lrij~GINEERINM NO.

Civil • Environmental • Land Surveying One Enterprise Drive, Suite 312 Phone; (203l 944-9944 2 Shelton, CT 06484 Fax: 203 944-9945

1

-

REVISIONS

SY DATE

WJB 10/14/15 ENGINEERING COMMENTS EH 6 2 15 IWWC COMMENTS

/ STORM CB-4 NO CURB

REINFORCED TUR STORM MH-2--✓,,:._----;~"__._h VEHICULAR TURNING EASEMENT

SAN::-~

_,,.-,

STORM CB-3

REMARKS

-----11□

N/F MANCINI,

ETTORE L/U, GIOVANNA L/U, VISELLI. DONNA &

MANCINI, ANTHONY & RITA #38 LINDEN AVE.

MAP D10/LOT 315

DES

OWN

CKD

;!; SYCAMORE STREET R=20'

BIT PAVEMENT ___. (TYP)----

/ FIRE HYDRANT (LOC~TION lO BE COORDINATED WITH FIRE MARSHALL

N/F TUCCI,

WJB

WJB

JCP

PREPARED FOR

LUIGI & TUCCI, ANNA #16 PINE ST.

MAP 010/LOT 242

EMILIO FERRI FOR PROPERTY LOCATED AT

LOT #319 & #320 SYCAMORE STREET TRUMBULL, CONNECTICUT

BCLC (TYP)

STORM CB-2

SAN MH-2

NOT FOR CONSTRUCTION FOR REVIEW AND APPROVAL BY PUBLIC AGENCIES DNL Y


SITE PLAN

SCALE: 1 "=20'

20 0 20 40

SCALE: 1" = 20'

COPYRIGHT @ 2015

C SHEET_1_or_~7 __

CAD REF. NO. 0693BASE-A and B

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\

,,,J , .. , . ' ·- - '-"' .,,. \ ) . ,. ,. .,,

NEW ~OS \DBJNEA:~--~; H~RY MO:~.--

\

N/F POLIS,


MAP D10/LOT 324

--------------

N/F VORIS,

ERIC R. & SARAH #19 CAMELOT DR. MAP D10/LOT 303

///\ N/F

/ HAYES,


MAP D10/LOT 313 \

\

N/F O'CONNELL,


MAP 010/LOT 434

N/F FERRI, EMILIO

SYCAMORE ST. MAP D10/LOT 321/322

"'

N/F FOGEL,

DENICE DANIELS & PHILIP /. #42 LINDEN AVE.

MAP D10/LOT 314

CERTIFICATION

tr~RNGLNEERING, ~ Civil • Environmental • Land Surveying One Enterprise Drive, Suite 312 Shelton, CT 06484

Phone: [203) 944-9944 Fax: 203 944-9945

SQ\L SCIENTIST ON MARCH 13, 2009

\ 6' X 6' \ PREFORMED ~R_,1,IOLE

/

I

NO. BY OAllC

/ I l

\ /

-... -··

STORM CB-3 TF=312.50

INV=308.86 (INSTALL HOODED OUTLE1)

REVISIONS REMARKS

2 WJB 10/14/15 ENGINEERING COMMENTS EH 6 12 15 IWWC COMMENTS

/'

; , __ :;" ,::''.:};", c· ,. <' '

·,::: ,Iv

---------~-----------

~

--··

N/F MANCINI,

ETTORE L/U, GIOVANNA L/U, VISELLI, DONNA &

MANCINI, ANTHONY & RITA #3B LINDEN AVE,

MAP D10/LOT 315

DES

DWN

CKD

CTuJilx

X mTiiJ

WJB

WJB

JCP



GRADING AND U11J1Y NOlES:

1. lHE CONTRACTOR SHALL PRESERVE AND PROTECT EXISTING TREES 111-iERE POSSIBLE. REF'ER TO "SOIL EROSION AND SEDIMENT CONTROL PLAN" F'OR LIMIT OF DISllJRBANCE AND NOTES.

2. ALL TOPSOIL SHALL BE STRIPPED FROM PROPOSED DISTURBED AREAS AND STOCKPILED FOR USE IN FINAL LANDSCAPING. EXCESS TOPSOIL AND UNSUITABLE MATERIAL SHALL BE REMOVED AND REPLACED Willi SUITABLE MATERIAL AS APPROVED BY ENGINEER AT NO ADDITIONAL COST TO OWNER. ADDITIONAL (SCREENED} TOPSOIL REQUIRED F'ClR FINAL LANDSCAPING SHALL BE PROIIIDED AT NO ADDl110NAL COST TO OWNER. FINAL TOPSOIL DEPTHS SHALL BE 6-INCHES F'OR LAWN AREAS AND 9-INCHES FOR PLANT BEDS.

3. lHE CONTRACTOR SHALL COMPACT FILL UNDER ALL PARKING, BUILDING, AND DRIVE AREAS TO 95,i; OF lHE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D1557 (MODIFIED PROCTOR TEST}, OR AS DIRECTIEO BY lHE GEOTECHNICAL ENGINEER.

4. GRADE AWAY FROM BUILDINGS AT 2ll: MINIMUM. MINIMUM GRADE IN PAVED AREAS AND SIDEWALKS IS 1'1: (TYPICALLY 2,i;}.

5. CONTRACTOR IS RESPONSIBLE FOR PROVIDING TEMPORARY EXCAVATION SUPPORT ANO PROTECTION SYSTEMS CAPABLE OF SUPPORTING EXCAVATION SIDEWALLS AND OF RESISTING SOIL AND HYDROSTATIC PRESSURE AND SUPERIMPOSED AND CONSTRUCTION LOADS.

-------------r EXIST WALL

6. MANHOLE RIMS, CATCH BASIN GRATES, VALVE COVERS, AND OTHER SIMILAR STRUCTURES SHALL BE SET TO ELEVATIONS SHOWN, AND SHALL BE ADJUSTIEO 1/4" BELOW GRADE WllHIN PAVED AREAS. ALL EXISTING MANHOLE RIMS, CATCH BASIN GRATES, VALVE COVERS, AND OlHER SIMILAR STRUCTURES SHALL BE RESET F'LUSH WITH FINAL GRADES AS REQUIRED. ANY DAMAGED RIMS, TOPS, GRATES. AND VALVE COVERS SHALL BE REPLACED AT NO ADDl110NAL COST TO lHE OWNER.

BCLC (TYP)

PROPOSED DWELLING . .. . FF=3l6,0

G."=314.5 BF'=306.5

80' -e· PVC···;: .. 0 1.0'1: MIN

a• PVC 0 1.0'1: MIN

I ,

STORMWATER MANAGEMENT SYSTEM 45.S'LF - CULTEC R-330-XLHD

. • · • ·· .. PLASTIC GALLERIES (6 CHAMBERS) BOT OF GALLERY=296,90

. , ,,. , .. BOT OF STONE=296.15 . , ·~- ·~

-13001 -~,J--, -·-. ,

N/F SMITH,

KAREN 8 . #6 PINE ST.

C

;._-,,

--c:

z ~ <··-.. (/)

I

,_

I I

-.-. MAP D10/LOT 329

'F-EXIST SAN MH-1

TF=310.93 INV•304.99

EX INV=304.94

--;.,------=~ =cc: @;c".87 PVC O.J-_O.!,_,~---~-~~=~~ 28'-15" RCP O 2.2'1:

0' . ,. -~ .

- I

I

N/F BIEDERMAN,

ERICH P. & VIRGINA C. #12 PINE ST.

MAP D10/LOT 241 STORM OCS-1

TF•313.68 (SEE DETAIL}

6'-15• RCP O o,o,i;


INV=308.86 _,,__ (INSTALL HOODED OUTLE1)

----- -.... I.

7. ALL EXISTING PAVEMENT WHERE UTILITIES ARE TO BE INSTALLED SHALL BE SAWCUT. AF'TER UTILITY INSTALLATION IS COMPLETED, THE CONTRACTOR SHALL INSTALL TEMPORARY AND/OR PERMANENT PAVEMENT REPAIR AS DETAILED ON THE DRAWINGS OR AS REQUIRED.

8. INFORMATION ON EXISTING UTILITIES HAS BEEN COMPILED FROM AVAILABLE INFORMATION INCLUDING UTILITY COMPANY AND MUNICIPAL RECORD MAPS AND FIELD SURVEY AND IS NOT GUARANTEED CORRECT OR COMPLETE. UTILITIES ARE SHOWN TO ALERT THE CONTRACTOR TO lHEIR PRESENCE. THE CONTRACTOR IS SOLELY RESPONSIBLE F'OR DETERMINING ACTUAL LOCATIONS AND ELEVATIONS OF UTILITIES INCLUDING SERVICES. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL CONTACT "CALL BEFORE YOU DIG" LOCATING SERVICE AT 1-(800)-922-4455 AT LEAST SEVENTY-TWO (72} HOURS PRIOR TO CONSTRUCTION AND VERIF'Y UNDERGROUND AND OVERHEAD UTILITIES LOCATIONS .

9. UTILITY CONNECTION DESIGN AS REFLECTED ON THIS PLAN MAY CHANGE SUBJECT TO UTILITY COMPANY REQUIREMENTS.

10. PROPER COORDINATION WITH THE RESPECTIVE UTILITY COMPANY SHALL BE· PERFORMED BY THE CONTRACTOR TO ENSURE THAT ALL UTILITY COMPANV'S (AND TOWN) STANDARDS FOR MATERIALS AND CONSTRUCTION METHODS ARE MET.

11. ALL UTILITY CONSTRUCTION IS SUBJECT TO INSPECTION PRIOR TO APPROVAL FOR BACKFILL. IN ACCORDANCE WITH THE APPROPRIATE UTILITY COMPANY AND/OR TOWN REQUIREMENTS.

12. ALL UTILITY WORK SHALL BE DONE IN ACCORDANCE WITH THE RESPECTIVE UTILITY COMPANV'S REQUIREMENTS AND STANDARDS. IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE THE WORK WITH THE RESPECTIVE UTILITY COMPANIES. ALL COSTS, INCLUDING PERMIT FEES, SHALL BE INCLUDED IN THE PRICES BID F'ClR THE VARIOUS ITEMS OF' WORK UNDER THIS CONTRACT.

13. PROPOSED WATER SERVICE SHALL BE INSTALLED A MINIMUM OF TEN FEET FROM ANY SANITARY SEWER PIPE. REF'ER TO lHE STATE OF CONNECTICUT DEPARTMENT OF PUBLIC HEALlH DRINKING WATER SECTION F'OR "WATER MAIN DESIGN AND CONSTRUCTION GUIDELINES" FOR ADDl110NAL INF'ORMA TION.

14. CONTRACTOR SHALL PROVIDE CONCRETE ENCASEMENT OF PIPING AND UTILITIES WHERE SEPARATION DISTANCES BETWEEN PIPING AND/OR UTILITY CROSSINGS ARE 12" OR LESS. ADDITIONAL PROTECTION MEASURES MAY ALSO BE REQUIRED BY ENGINEER AND WILL BE PROIIIDED BY CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.

15. ALL DISTURBANCE INCURRED TO TOWN, STATE, OR OTHER PROPERTY DUE TO CONSTRUCTION SHALL BE RESTORED TO ITS PREVIOUS CONDITION OR BETTIER, TO lHE SATISFACTION OF' THE RESPECTIVE TOWN, STATE, OR OTHER AUTHORITY.

16. lHE CONTRACTOR SHALL VISIT THE SITE AND VERIFY THE ELEVATION AND LOCATION OF ALL UTILITIES BY VARIOUS MEANS PRIOR TO BEGINNING ANY EXCAVATION. TEST PITS SHALL BE DUG AT ALL LOCATIONS WHERE SEWERS CROSS EXISTING UTILITIES, AND THE HORIZONTAL AND VERTICAL LOCATIONS OF THE UTILITIES SHALL BE DETERMINED. THE CONTRACTOR SHALL CONT ACT THE SITE ENGINEER IN THE

I 17.

EVENT OF ANY UNFORESEEN CONFLICTS BETWEEN EXISTING AND PROPOSED UTILITIES SO THAT AN APPROPRIATE MODIFICATION MAY BE MADE.

AN APPLICATION SHALL BE MADE AND AN APPROVAL OBTAINED FROM THE WJ>CA PRIOR TO CONSTRUCTION. SANITARY SEWER CONSTRUCTION SHALL COMPLY WITH LOCAL SEWER DEPARTMENT AND WJ>CA STANDARDS. SANITARY SEWER MAINS AND LATERALS MUST BE PRESSURE TESTIEO AND VIDEO INSPECTIEO AFTER COMPLETION OF lHE ROAD BASE AND PRIOR TO PAVING AND SUBMITTED TO THE r-~lf- -

11 ~-·vc-1 TF=313.70 ;:

- - ---- ---------- '-1➔-•-t 1 ---·-1·

STORM MH~1 TF=313.69 INV•306.8~ TOWN ENGINEERING DEPARTMENT F'OR REVIEW AND APPROVAL. PRIOR TO ACCEPTANCE BY THE TOWN.

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INV=308.86 (INSTALL HOODED OUTILET}

SAN MH-2 TF=313.54

INV IN=305.49 INV OUT=305.39

CONNECT NEW DOMESTIC/FIRE WATER SERI/ICE TO EXIST 8"

WATER MAIN. LOCATION TO BE VERIFIED IN FIELD. CONNECTION TO EXIST MAIN AND NEW LINE

SHALL BE CONSTRUCTED BY AN AOUARION WATER COMPANY

APPROVED CONTRACTOR

CONNECT NEW GAS SERVICE TO EXISTING GAS MAIN. LOCATION TO BE VERIFIED IN

FIELD

PREPARED FOR



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18. NEW STORM SEWER PIPING SHALL BE RELOCATIEO AS REQUIRED TO AVOID CONFLICTS WITH EXISTING PIPING AND UTILITIES AT NO ADDITIONAL COST TO OWNER.

19. EARlHEN SLOPES SHALL BE NO STEEPER lHAN 2H: 1V (JH: 1V SLOPES MAX FOR LAWN AREAS}. STEEPER SLOPES SHALL BE REINFORCED WITH RIPRAP AND MAY BE GRADED AT 2H:1V (MAX), UNLESS OTHERWISE DETAILED. THIS WORK SHALL BE PROIIIDED AT NO ADDITIONAL COST TO THE 0\1/NER.

20. IF GROUNDWATER IS ENCOUNTERED DURING CONSTRUCTION, THE CONTRACTOR SHALL INSTALL TEMPORARY PUMPING SYSTEMS, UNDERDRAINS. CURTAIN DRAINS, AND /OR OTHER MEASURES AS REQUIRED OR AS REQUESTED BY ENGINEER IN ORDER TO PROVIDE DRY, STABLE SUBGRADES. THIS WORK SHALL BE PROVIDED AT NO ADDITIONAL COST TO lHE OWNER.

21. SANITARY LATERAL PIPING SHALL BE SDR-35 PVC PLASTIC PIPE (ASTM D3034 SDR-35 WITH RUBBER GASKETS, BELL AND SPIGOT TYPE JOINTS. PIPING SHALL BE SET AT A MINIMUM SLOPE OF' 2ll:.

22. ALL GUTTERS, ROOF DRAINS, AND FOUNDATION DRAINS SHALL BE CONNECTIEO TO THE PROPOSED STORMWA TER MANAGEMENT SYSTEM AS REQUIRED BY ENGINEER •

23. ALL SOLID ROOF & FOOTING DRAIN PIPING SHALL BE 6" SCHEDULE 40 PVC PLASTIC PIPE (ASTM D1785} WITH SOLVENT YIELDED JOINTS, ALL PERFORATIEO F'OOTING DRAIN PIPING SHALL BE 6" SDR-35 PVC PERFORA nEO PLASTIC PIPE (ASTM 3034} WITH BELL AND SPIGOT, NO GASKET.

24. CONTRACTOR SHALL RELOCATE. REMOVE, AND/OR OTHERWISE MODIF'Y ANY EXISTING UTILITIES ENCOUNTERED DURING CONSTRUCTION AS REQUIRED TO AVOID CONF'LCTS WITH THE PROPOSED WORK AS DIRECTED BY ENGINEER AT NO ADDITIONAL COST TO OWNER.

25. ANY UTILITIES DAMAGED DURING CONSTRUCTION SHALL BE REPLACED BY CONTRACTOR AS DIRECTED BY ENGINEER AT NO ADDITIONAL COST TO OWNER.

26. CONTRACTOR SHALL F'LUSH AND CLEANOUT ALL NEW AND EXISllNG STORM SEWER SYSTEM (INCLUDING, BUT NOT LIMITIEO TO, CATCH BASINS, MANHOLES, AND STORM PIPING} LOCATIEO WITHIN PROJECT WORK AREA INCLUDING ANY STORM STRUCTURES & PIPING LOCATIEO DOWNSTREAM OF PROJECT WORK AREA TO ENSURE UNINHIBITED F'LOW OF' STORM WATER TO DISCHARGE POINT. ALL NEW STORM DRAINAGE MUST MUST BE VIDEO INSPECTED AF'TER COMPLETION OF THE ROAD BASE AND PRIOR TO PAVING AND SUBMITTED TO THE TOWN ENGINEERING DEPARTMENT F'ClR REVIEW AND APPROVAL. PRIOR TO ACCEPTANCE BY THE TOWN.

27, ANY AND ALL EXISTING SEWERS, DRAINS, AND/OR UTILITIES ENCOUNTERED OR DAMAGED DURING CONSTRUCTION SHALL BE RECONNECTIEO TO OPERATING SEWERS, DRAINS, ANO/OR UTILITIES AS DIRECTED BY ENGINEER AT NO ADDITIONAL COST TO OWNER.

28. FOOTING DRAINS SHALL BE LAID IN A CONTINUOUS TRENCH BACJ<FILLED WITH 3/4 INCH WASHED STONE, 12-INCHES All AROUND (MIN}, AND WRAPPED IN NON-WOVEN GEO TEXTILE FILTER FABRIC OR AS DIRECTED BY ENGINEER.

29. THE CONTRACTOR SHALL PROVIDE AS-BUILT RECORDS OF ALL CONSTRUCTION (INCLUDING UNDERGROUND UTILITIES} TO THE OWJIIER AT THE END OF CONSTRUCTION.

30. ALL EXISTING STRUCTURES, F'ENCES AND ANY OTHER ENCROACHMENTS INTO THE TOWN RIGHT OF WAY SHALL BE REMOVED BY OTHERS PRIOR TO lHE START OF CONSTRUCTION.

31. ALL ASPHALT AND OTHER DEBRIS PREVIOUSLY DEPOSITIEO ONSITE SHALL BE REMOVED AND DISPOSED OF PROPERLY.

32. ALL NEW UTILITIES SHALL BE INSTALLED UNDERGROUND.

33. A STREET OPENING PERMIT MUST BE OBTAINED FOR ANY WORK WITHIN lHE TOWNS RIGHTS OF WAY.

34. ALL ROADWAY WORK, SANITARY AND DRAINAGE WORK SHALL BE INSPECTIEO BY AN INDEPENDENT ENGINEER UNDER THE SUPERVISION OF A PROFESSIONAL ENGINEER (NOT THE DESIGN ENGINEER), ALL MATERIAL TESTING AND COMPACTION TESTING RESULTS SHALL BE SIGNED BY THE INSPECTING ENGINEER.

NOT FOR CONSTRUCTION SUB1V1;1,r , _,20 a 20 40

d-l-t}(F ,,_ ?/-cj"~•---l----il FOR REVIEW AND APPROVAL BY PUBLIC AGENCIES ONLY JAN 2 0 ZQd SCALE: 1" = 20'

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PROPOSED SITE DEVELOPMENT PLANS~v COPYRIGHT @ 2015

GRADING AND UTILITIES PLAN C SHEET -2.._ Of -~7~_

SCALE: 1"=20' CAD REF'. NO. 0693BASE-A and B

EXIST 8" S,._NITARY ~•~~

~. • 8" p'iC 40-

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150.0' VC

HIGH POINT ELEV = 314.49 HIGH POINT STA = 11+35.31

P\/1 STA = 11+72.81 P\/1 ELEV = 315.05

A.O. • -4.0000 K • 37.5000

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CERl1FlCAT1ON REVISIONS

~PE~~-RA REMARKS NO. ,r OAT'i: DES

ENGINEERJNG, LLC Civil • Environmental • Land Surveying

DWN

One Enterprise Drive, Suite 312 Phone: [203) 944-9944 CKD Shelton, CT 06484 Fax: 203 944-9945 1 WJB 10/14/15 ENGINEERING COMMENTS

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SCALE: AS NOTED

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SCALE: 1" = 2'

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SCALE: 1• = 2D'

COPYRIGHT @ 2015

DATE MAY 19. 2015

C SHEET _J_oF 7

CAD REF. NO. 06938ASE-A and B

-

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N/F

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POLIS, STEPHEN A. & TERI J. #4293 MAD'SON AVE.

MAP D10/LOT 324

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N/F VORIS,


MAP D10/LOT 303

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HAYES, DEREK 8.

#48 LINDEN AVE. \

, MAP D10/LOT 313 \

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N/F O'CONNELL,

STEVEN & ROSA N. #4291 MADISON A VE.

MAP D10/LOT 434

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N/F FERRI, EMILIO


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DENICE DANIELS & PH•LIP '7 #42 LINDEN A VE.

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MAP D10/LOT 315

SOIL EROSION AND SEDIMENT CONTROL LEGEND NOTE: REFER TO SOIL EROSION AND SEDIMENT CONTROL DETAILS FOR ADDITIONAL INFORMATION

SYMBOL

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DESCRIPTION

GEOTEXllLE SILT FENCE

INLET PROTECTION


TEMPORARY SEDIMENT TRAP. PROVIDE 134 CY OF STORAGE VOLUME

PER ACRE OF DRAINAGE AREA. HALF OF THE STORAGE VOLUME TO BE ltl::T STORAGE

EROSION CONTROL BLANKET

TEMPORARY TOPSOIL STOCKPILE SURROUNDED WITH GEOTEXTILE SILT FENCE

EIHIFICATION

Civil • Environmental • Land Surveying One Enterprise Drive, Suite 312 Phone: (203) 944-9944 Shelton, CT 06484 Fax: (203) 944-9945

REVISIONS

NO, BY OATE REMARKS f===9'===,t,=======j==================9 DES

1----+--+-----t--------------------1 DWN

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MAP D10/LOT 242



N/F SMITH,

KAREN B. #8 PINE ST.

MAP D10/LOT 329

N/F BIEDERMAN,


MAP D10/LOT 241

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NOT FOR CONSTRUCTION FOR REVIEW AND APPROVAL BY PUBLIC AGENCIES ONLY

SEDIIIENTA'IICN AND EROSION CON1R0t. N01ES:

1. AUL EROSION AND SEDIMENT CONTROL MEASURES SHAUL BE CONSTRUCTED IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CONNECTICUT "GUIDELINES FOR SOIL EROSION ANO SEDIMENT CONTROL" (LATEST EDITION).

2. AUL LAND DISTURBANCE SHAUL BE KEPT TO A MINIMUM AND RESTABILIZA TION OF ANY DISTURBED AREAS SHAUL BE SCHEDULED AS SOON AS PRACTICAL

3. EROSION AND SEDIMENT CONTROL MEASURES SHAUL BE INSTALILED PRIOR TO CONSTRUCTION IW-IENEVER POSSIBLE.

4. AUL CONTROL MEASURES SHAUL BE MAINTAINED IN EFFECTIVE CONDlllON THROUGHOUT THE CONSTRUCTION PERIOD.

5. ADDl110NAL CONTROL MEASURES SHAUL BE INSTALILED DURING THE CONSTRUCTION PERIOD AS NECESSARY OR REQUIRED.

6, AUL CONTROL STRUCTURES SHAUL BE INSPECTED AND CILEANED PERIODICAUL Y. AUL SEDIMENT REMOVED FROM CONTROL STRUCTURES SHAUL BE DISPOSED OF IN A MANNER IW-IICH IS CONSISTENT WITH THE INTENT OF THE PLAN.

7. FOR EROSION AND SILTATION CONTROL, SILT FENCES AND/OR HAYBALE FILlERS SHALL BE INSTALILED AROUND AUL STOCKPILES OF FIUL MATERIALS; OR AS DIRECTED BY THE LOCAL AUTHORITY. ONCE STOCKPILES ARE IN PLACE THEY SHAUL BE SEEDED TO PREVENT EROSION.

8. CATCH BASINS SHAUL BE PROTECTED BY SILT SACK FILTERS AND AS SHOWN ON THE DRAWINGS THROUGHOUT THE CONSTRUCTION PERIOD UNTIL AUL DISTURBED AREAS ARE THOROUGHLY STABILIZED.

9. HAYBALE FILlERS AND/OR SILT FENCES WIUL BE INSTALILED AT AUL CULVERT OUTLETS AND ALONG THE TOE OF AUL CRlllCAL CUT AND FIUL SILOPES.

10. STORM WATER DISCHARGE AREAS WIUL BE PROTECTED WITH RIPRAP CHANNELS AND ENERGY DISSIPATORS AS REQUIRED AND/OR NECESSARY.

11. THE CONTRACTOR SHAUL KEEP AUL PUBLIC ROADWAYS CLEAN AND CLEAR OF AUL MUD DURING CONSTRUCTION AND SHAUL IMPLEMENT IW-IA TEVER MEASURES DIRECTED BY THE LOCAL AUTHORITY. SUCH MEASURES SHAUL INCLUDE, BUT ARE NOT LIMITED TO, THE CONSTRUCTION OF ANTI-TRACKING APRONS 12" DEEP IW-IERE SHOWN ON PLAN OR AS DIRECTED BY THE LOCAL AUTHORITY.

12. THE CONTRACTOR IS DESIGNATED AS SITE MONITOR AND IS RESPONSIBLE FOR IMPLEMENTING THIS EROSION AND SEDIMENT CONTROL PLAN. THIS RESPONSIBILITY INCLUDES THE INSTALILATION AND MAINTENANCE OF CONTROL MEASURES, INFORMING AUL PARTIES ENGAGED ON THE CONSTRUCTION SITE OF THE REQUIREMENTS AND OBJECTIVES OF THE PLAN, NOTIFYING THE INLAND ltl::TLANDS COMMISSION OF ANY TRANSFER OF THIS RESPONSIBILITY, AND FOR CONVEYING A COPY OF THE EROSION AND SEDIMENT CONTROL PLAN IF' THE TITILE TO THE LAND IS TRANSFERRED, THE SITE MONITOR SHAUL ALSO BE REQUIRED TO INSPECT AUL SOIL EROSION CONTROLS AFTER EVERY RAIN EVENT OR AT LEAST ONCE A ltl::EK.

SOIL EROSION AND SEDIMENT CON1R0t. NARRAlM:

1. THE EXISTING PROJECT SITE IS LOCATED ON SYCAMORE STREET IN TRUMBUUL CT, THE PARCEL AREA IS 0.79 ACRES AND IS CURREN'IL Y UNDEVELOPED.

THE PROPOSED PROJECT IS FOR THE CONSTRUCTION OF A NEW TOWN ROAD AND TWO RESIOENTIAL DWEUJNGS WITH ASSOCIATED DRIVEWAYS, AND PARKING AREAS,

THE SITE IMPROVEMENTS WIUL RESULT IN 0.79:1: ACRES OF SOIL DISTURBANCE AND A 0.27 ACRE NET INCREASE IN IMPERVIOUS SURF ACES, THE PROPOSED PROJECT SITE IS COMPRISED OF 2 WAlERSHEDS; ONE THAT DRAINS TO AN EXISTING PUBLIC STORM SEltl::R LOCATED ON PINE STREET, THE SIECOND WATERSHED DRAINS OFFSITE INTO AN UNNAMED BROOK. THE FOLLOWING MEASURES HA VE BEEN IN CORPORA TED INTO THE STORMWATER MANAGEMENT PLAN TO HELP IMPROVE THE QUALITY OF THE STORM WAlER, AND REDUCE THE OVERAUL FILDW OF STORMWAlER LEAVING THE SITE: HOODED OUTILETS WITH DEEP SUMPS, PREFORMED SCOUR HOLE, AND STORMWAlER QUALITY TREATMENT DE'IICES.

THE PROPOSED PROJECT INVOLVES THE FOULOWING CONSTRUCTION:

• TREE REMOVAL, AND SITE REGRADING. * CONSTRUCTION OF NEW TOI™ ROAD. • CONSTRUCTION OF RESIDENTIAL Dltl::LLJNGS. * CONSTRUCTION OF NEW DRIVEWAYS, PARKING AREAS, AND SIDEWALKS. • CONSTRUCTION OF NEW STORMWA lER COLILECTION AND MANAGEMENT SYSTEM

CONSISTING OF NEW PIPING, STORMWA lER QUALITY TREATMENT DE'IICES AND UNDERGROUND GALILERIES.

• STABILIZATION OF DISTURBED AREAS WITH PERMANENT GRASS AND LANDSCAPING TREA lMENTS.

2. THE PROJECT SITE, AS MAPPED IN THE USDA NATURAL RESOURCES CONSERVATION SERVICE lt1::B SOIL SURVEY, CONTAINS: URBAN LAND-CHARLTON-CHA lFIELD (MAP UNIT SYMBOL: 273C) AND RIDGEBURY, LIECESTER AND WHITMAN (MAP UNIT SYMBOL: 3). THE ONSITE SOILS ARE CONSIDERED HYDROLOGIC SOIL GROUP RATING B AND D

3, THERE ARE NO WETLAND AREAS ON THE PROJECT SITE, HOWEVER A PORTION OF THE SITE FAULS WITHIN THE TOWN'S REGULA TED AREA.

4. PRIOR TO COMMENCEMENT OF CONSTRUCTION, A PRECONSTRUCTION MEETING IS TO BE HELD WITH THE DESIGN ENGINEER, OWNER, GENERAL CONTRACTOR, ANO REPRESENTATIIIES FROM THE TOWN OF TRUMBUUL (INCLUDING THE TOI™ ENGINEER, AND /OR ZONING ENFORCEMENT OFACER)

5. IT IS ANTICIPATED THAT CONSTRUCTION WILL COMMENCE IN SUMMER 2015 AND WIUL BE COMPLETED BY SUMMER 2017.

6. REFER TO THE SOIL EROSION AND SEDIMENT CONTROL NOTES FOR MORE INFORMATION REGARDING SEQUENCING OF MAJOR OPERATIONS DURING THE CONSTRUCTION PROCESS.

7. MAINTENANCE OF THE EROSION CONTROLS SHAUL CONSIST OF INSPECTION AT THE START OF EACH WORK DAY WITH SPECIAL ATTENTION AFFORDED FOULOWING STORM EVENlS. NOTED DEFICIENCIES SHAUL BE CORRECTED IMMEDIATELY. BUILT UP SIEDIMENT SHAUL BE REMOVED FROM EROSION CONTROL DE'IICES AND DISPOSED OF IN A MANNER CONSISTENT WITH THIS PLAN, ADDlllONAL SEEDING OR MULCHING SHAUL BE EMPLO'r'ED AS REQUIRED. WHERE CONSTRUCTION ACTIVITIES HA VE PERMANENTLY CEASED OR HAVE TEMPORARILY BEEN SUSPENDIED FOR MORE THAN SEVEN DAYS, OR WHEN FINAL GRADES ARE REACHED IN ANY PORTION OF THE SITE, STABIUZA TION PRACTICES SHAUL BE IMPLEMENTED WITHIN THREE DAYS. AREAS WHICH REMAIN DISTURBED BUT INACTIVE FOR AT LEAST THIRTY DAYS SHAUL RECEIVE TEMPORARY SIEEDING AND /OR MULCHING IN ACCORDANCE WITH THE SOIL EROSION GUIDELINES.

8. STORMWAlER MANAGEMENT DESIGN CRllERIA UTILIZES THE APPLICABLE SECTIONS OF THE CONNECTICUT STORMWATER QUALITY MANUAL TO THE GREATEST EXTENT POSSIBLE. EROSION AND SEDIMENTATION MEASURES ARE BASED UPON ENGINEERING PRACTICE, JUDGMENT, AND THE APPLICABLE SECTIONS OF THE 2002 CONNECTICUT GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL

9. DETAILS FOR THE TYPICAL STORMWAlER MANAGEMENT AND EROSION AND SEDIMENTATION CONTROL MEASURES ARE DEPICTED ON THE APPROPRIATE DETAIL SHEETS FOR THIS PROJECT.

10. CONSERVATION PRACTICES TO BE USED ARE AS FOLILOWS:

• MINIMIZE THE DISTURBED AREAS DURING CONSTRUCTION. • MINIMIZE IMPERVIOUS AREAS. • STABILIZE DISTURBED AREAS AS SOON AS POSSIBLE WITH TEMPORARY OR

PERMANENT MEASURES. • UTILIZE APPROPRIATE CONSTRUCTION EROSION AND SEDIMENTATION MEASURES • • UTILIZE A STORMWATER POULUTION PREVENTION PLAN (SWPP) DURING AND

AFTER CONSTRUCTION FOR MONITORING AND MAINTENANCE OF TEMPORARY AND PERMANENT MEASURES.

11. THE STORMWATER DRAINAGE CALCULATIONS SHAUL BE CONSIDERED A PART OF THE EROSION AND SEDIMENTATION CONTROL PLAN. THE STORMWAlER MANAGEMENT REPORT INCLUDES lliE FOULOWING:

• WATERSHED MAPPING AND HYDRAULIC MODELING. • PRE-DEVELOPED AND POST-DEVELOPED SITE CONDlllONS AND STORMWATER

FILOWS,

0 20

IN_LAND ' 1ETLANOS COMMISSION SCALE: 1" ~ 20'

PROPOSED SITE DEVELOPMENT PLANS COPYRIGHT © 2015


DATE __ M_A_Y_1~9_,_2~0_1_5 __

C SHEET~ OF -~7 __

40

SCALE: 1 "=20' CAD REF. NO. 0693BASE-A and B

4 (15 cm) @

.. ... .. .. .. .. .. .. .. ... .. .. .. . .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. ... V .. .. ,. .. .. .. .. ..

1. PREPARE SOIL BEFDRE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED. NOTE: \\tiEN USING CELL-0-SEED DO NOT SEED PREPARED AREA. CELL-0-SEED MUST BE INSTALLED WITH PAPER SIDE DO~.

2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN A 6" (15cm) DEEP X s· (15cm) WIDE TRENCH . I>

2 EACH DUMP STRAPS

EXPANSION RESTRAINT ( 1 / 4 • NYLON ROPE, 2" FLAT WASHERS)

WITH APPROXIMATELY 12" (30cm) OF BLANKET EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE BLANKET WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30cm) APART IN THE BOTTDM OF THE TRENCH. BACKflLL AND COMPACT THE TRENCH AFlER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" (30an) PORTION OF BLANKET BACK OVER SEED AND COMPACTED SOIL SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED APPROXIMATELY 12" (30cm) APART ACROSS THE WIDTH OF THE BLANKET.

INSTALLATION DETAIL BAG DETAIL

DUMP STRAP

3. ROLL THE BLANKETS (A.) DO~ OR (B.) HORIZONTALLY ACROSS THE SLOPE. BLANKETS WILL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES IN APPROPRIATE LOCATIONS AS SHO~ IN THE STAPLE PATlERN GUIDE. lltiEN USING OPTIONAL DOT SYSTEM , STAPLES/STAKES SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN.

4. THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY 2·-s· (5cm-12.5cm) OVERLAP DEPENOING ON BLANKET TYPE. TO ENSURE PROPER SEAM ALIGNMENT, PLACE THE EDGE OF THE OVERLAPPING BLANKET (BLANKET BEING INSTALLED ON TOP) EVEN WITH THE COLORED SEAM STITCH ON THE PREVIOUSLY INSTALLED BLANKET.

5. CONSECUTIVE BLANKETS SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE 3• (7.5cm) OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" (30cm) APART ACROSS ENTIRE BLANKET WIDTH.

6. SPcCIFICA TION: TH£ EROSION CONTROL 81.ANKF:T SHALL 8£ A MACHIN£-PRODUC£D MAT OF 70:r AGRICIJL TURAL STRAW/ 30Jr COCCNUT Fl8£R MATRIX STITCHED WITH D£GRADA8L£ THR£AD 8£TW££N A UV STA8/UZ£D TOP N£TTING AND A STANDARD POL YPROPYL£N£ BOTTOM N£TT/NG. THE: PRODUCT HAS A F'IJNCTIONAL LONGE:v/TY OF UP ro 24- MONTHS.

TH£ 8LANK£T SHALL 8£ OF CONSIST£NT THICKN£SS KITH TH£ STRAW E:V£NLY DISTRl8UT£D 01,f'R TH£ £NTIR£ ARO. OF TH£ MAT. THE: 8LANK£T SHALL 8£ COVE:RED ON TH£ TOP AND BOTTOM SID£$ 111711 UGHT'f£1GHT PHOTODE:GRADABL£ S£IW TOGE:TH£R ON 1.50 INCH (3.81 CM) CENTERS (50 STICH£$ P£R ROLL WIOTH) 111TH D£GRADA81.£ THR£AD.

INSTALLATION STAPLE: PATTERNS SHALL 8£ Cl.£ARL Y MARKEO ON TH£ EROSION CONTROL 81.ANKIT KITH £NVIRONM£NTALL Y SAF£ PAINT. THE: 8LANK£T SHALL 8£ MANUF'ACTUR£D 111711 A IXILOR£D UN£ OR THRE:AO STITCHEJJ ALONG BOTH OUTER EOG£$ (APPROXIMAT£LY 2-5 INCH£$ [5-12.5 CM} FROM TH£ EOG£) TO £NSIJR£ PROPf:R MAT£RIAL OVE:RLAPP/NG.

TH£ STRAW £ROS/ON CONTROL BLANKIT SHALL 8£ MOD£L SC150 AS MANUFACTURED BY NORTH AM£RICAN GR£EN. OR £QIJIVAL£NT. (LOCAL DISTRIBUTOR, CONSTRUCTION MATERIALS (203) 335-1873)

NOTE: •IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN s· (15cm) MAY BE NECESSARY TO PROPERLY SECURE THE BLANKETS.

11111EB~Oll&IIS11&:1IO.a.N~C:a,c:ON1.1.TR.&.Y.110L-..B .. LA,.gyN1,,11KE...,Ti....i,r.D111,EJ.u;A;mll-----11 ECBI (FOR USE ON VEGETATED SLOPES FROM 3H:1V UP TO 1H:1V) · ·

NOT TO SCALE

EXISTING GRADE 50' LENGTH MIN. IN DIRECTION OF TRAVEL r 3" TO 5" CRUSHED STONE, 12" DEPTH MIN.

i--------'--- 12' MINIMUM WIDTH -----------;

: 7 ::-.-:~1~~-t:-.-··\···~~-~~-~~-~-~~-~,~-~~-~--:-~~;~~""!'9-~.,._"";""'"'."'-:·~-~~-~~--.,...,-,~:-·' ' \,-· ;'•, '-•' /, . , /,:, ·-,,; .' ' ' ,''

' \(_FILlER FAB~;C,

THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY REQUIRE PERIODIC REPLACEMENT OF STONE AND/OR ADDITIONAL APRON LENGiH. ALL SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC RIGHTS-OF WAY MUST BE REMOVED IMMEDIAlELY.

CONSTRUCTION ENTRANCE I CE I NOT TO SCALE

CERTIFICATION REVISIONS

NO. BY DATE RfMARKS

LLC ENGINEERJNG, LLC Civil • Environmental • Land Surveying One Enterprise Drive, Suite 312 Phone: (203l 944-9944 Shelton, CT 06484 Fax: (203 944-9945

i====i====i====a!=================='I DES

1----+----,'----~------------------i DWN

1---,--+-=,..-,~..,,..,...,,.,--+====-=-=-===------------i CKD 1 WJB 10 4 15 ENGINEERING COMMENTS

® SILT SACK

4 ... '

DUMP STRAP

$ILJSACK DETAIL ! IP I NOT TO SCALE

ANCHOR FENCE POSTS ---m ---,-WITH SUGHT ANGLE UPSLOPE

FLOW-

EXTEND SILT FENCE 6" INTO SOIL AND CURL TOWARD SLOPE

36" MIN.

SOIL

18" MIN.

GEOJEXDI E SILT FENCE IGSFI NOT TO SCALE

WJB

WJB

JCP

PREPARED FOR

EMILIO FERRI FOR PROPERTY LOCA lED AT


ENDWALL C

CULVERT END 3Sp

TYPE 1 PIPE DIA 12" 15" 18" 24" 30" 36

B 5 6 B 10 13 15 C 6 8 9 12 15 18 d De0en ds on ri rao size

2So 2.0 2.6 3.0 4.0 5.0 6.0 3So 3.0 3.9 4.5 6.0 7.5 9.0

a. l!l a,

F'=0.5So 0.5 0.625 D.75 1 i .25 1 5 TYPE 2

PIPE DIA 1r 15" 18" 24" 30" 36" B 8 10 12 16 20 24 C 9 11 14 18 23 27 d Oeoends on ri rao size

2So 2.0 3Sn 3.0

ENDWALL F-So 1.0

3: 1 SIDE SLOPE

CULVERT END

IE ...

..,

1 FT GEOTEXTILE {SEPARATION) SHOULD FIELD CONDITION WARRANT

24" CPP EMERGENCY OVERFLOW RISER AT

3' ABOVE BOTTOM OF SEDIMENT TRAP (TYP)

WATER SURFACE

4• FAIRCLOTH SKIMMER BY WIWAM FAIRCLOTH

(919) 732-1244

NOTES: SECTION x-x 150 MM (6 IN.) GRANULAR FILL FOR MODIFIED/lNTERMEDIA TE RIPRAP ANO

Sp = INSIDE PIPE DIAMETER Rp = INSIDE PIPE DIAMETER d = 12" MODIFl£D RIPRAP

300 MM (12 IN.) FOR STANDARD RIPRAP

-

18" INTERMEOIA TE: RIPRAP 36" STANDARD RIPRAP

-

PREfQRMEP SCOUR HQ E I OPI NOT TO SCALE • •

- - - - - - - -.. " It--------~ -

3 E 1[7

4'-0"

TEMPORARY sm1MENT TRAP I TST I NOT TO SCALE • •

STABILIZE ENTIRE PILE WITH VEGETATION OR COVER

/MIN.SLOPE HAY BALES OR SILT FENCE MIN. SLOP~

TQPSQIL STOCKPH E I TTS I NOT TO SCALE

INSTAI I ADON NOTES 1. AREA CHOSEN FOR STOCKPILING OPERATIONS SHALL BE DRY AND

STABLE. 2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 2H:1V. 3. UPON COMPLETION OF SOIL STOCKPRJNG, EACH PILE SHALL BE

SURROUNDED WITH EITHER SILT FENCING OR HAY BALES, THEN STABILIZED WITH VEGETA TlON OR COVERED.

4. SEE SPECIFICATIONS (THIS SHEET) FOR INSTAULATION OF SILT FENCE.

--



SCALE: AS NOTED

2.6 3.0 4.0 5.0 6.0 3.9 4.5 6.0 7.5 9.0 1.3 1.5 2.0 2.5 3.0

TEMPORARY EMBANKMENT SLOPE 3: 1 MAX

--

COPYRIGHT @ 2015

DA TE ---"-M,.,._A,_.,_Y_1~9"--"2=0~15~_

C SHEET _.5__ OF -~7 __


FRONT \1EW

1" PVC ANTI-SIPHON PIPE ADAPTER

REMOVABLE WATERTIGHT CCESS PORT, 6" OPENING

OUTLET PIPE (HIDDEN) SIDE \1EW

SNOUT OIL-WATER-DEBRIS SEPARATOR

QQNFIGYRADON DETAIL

NOTES:

1. ALL CATQi BASINS AND YARD DRAINS SHALL BE PROVIDED WITH HOODS AND 1RAPS AS MANUFACTURED BY BEST MANAGEMENT PRODUCTS. INC. (PHONE: (860) 434-0277) OR APPROVED EQUAL. IN ADDITION, S1RUC1URES EQUIPPED WITH HOODED OUTI.ETS SHALL BE PROVIDED WITH 48" DEEP SUMPS, MINIMUM.

2. ALL HOODS SHALL BE CONSTRUCTED OF A GLASS REINFORCED RESIN COMPOSITE WITH ISO GEL COAT EXTERIOR FINISH WITH A MINIMUM 0.125" LAMINATE THICKNESS.

3. ALL HOODS SHALL BE EQUIPPED WITH A WATERTIGHT ACCESS PORT, A MOUNTING FLANGE, ANO AN ANTI-SIPHON VENT AS DRAWN. (SEE CONFIGURATION DETAIL)

4. THE SIZE ANO POSlllON OF THE HOOD SHALL BE DETERMINED BY CUTI.ET PIPE SIZE AS PER MANUFACTURER'S RECOMMENDATION.

5. THE BOTTOM OF THE HOOD SHALL EXTEND DOWNWARD A DISTANCE EQUAL TO 1/2 THE OUTLET PIPE DIAMETER WITH A MINIMUM DISTANCE OF 6" FOR PIPES <12" 1.0.

6. THE ANTI-SIPHON VENT SHALL EXTEND ABOVE HOOD BY MINIMUM OF 3" AND A MAXIMUM OF 24" ACCORDING TO S'IRUCTURE CONFIGURATION.

7. THE SURFACE OF THE S1RUC1URE l'lliERE THE HOOD IS MOUNTED SHALL BE FINISHED SMOOTH AND FREE OF LOOSE MA TERI AL

8. THE HOOD SHALL BE SECURELY ATTACHED TO STRUCTURE WALL WITH 3/8' STAINLESS STEEL BOLTS AND OIL-RESISTANT GASKET AS SUPPLIED BY MANUFACTURER. (SEE INSTALLATION OETAIL)

9. INSTALLATION INSTRUCTIONS SHALL BE FURNISHED 'MTH MANUFACTURER SUPPLIED INSTALLATION KIT. INSTALLATION KIT SHALL INCLUDE: A. INSTALLATION INS1RUCTIONS B. PVC ANTI-SIPHON VENT PIPE AND ADAPTER C. OIL-RESISTANT CRUSHED CELL FOAM GASKET WITH PSA BACKING D. 3/8" STAINLESS STEEL BOLTS E. ANCHOR SHIELDS

SEE NOTE"

OU11..ET PIPE

4

.• 4

ANTI-SIPHON DEVI...,..._-,., SNOUT . .<

OIL-DEBRIS HOOD

OL AND DEBRIS ... .,

•

... ., .

,- . ., .

'NOTE- SUMP DEPTH OF 48" MIN.

IYPICAL INSTALLATION

1-f" CLASS 2 BITUMINOUS CONCRETE SURFACE COURSE

1-f" CLASS 1 BITUMINOUS CONCRETE BINDER COURSE

3/4" PROCESSED AGGREGATE BASE

Oa 0 0 0 0 0 0 0 0

Oo 0 0 0

Oo 0 0 0

Oo 0 0 0

Oo 0 0 0

lo

PRIYEIAY-BIJUMINOUS CQNCREJE PAVEMENT NOT TO SCALE

/

SAWCUT EXISTING PAVEMENT

r2" BITUMINOUS CONCRETE

II / SURFACE COURSE, CLASS 2 (MIN)

CLEAN EDGE PRJOR TO ?Al/ING AND PAINT WITH LIQUID BI7l.JMEN I 2" BITUMINOUS CONCRETE

f / BINDER COURSE, CLASS 1 (MIN)

SAWOJT

FOAM GASKET W PSA BACKING-

(TRIM TO LENGTH)

ANaiOR W/ BOLT MOUNTING FLANGE

-,-...J..':aji~;:-l(SEE DETAIL A)

D

GASKET COMPRESSED

BETWEEN HOOD

INSTALLATION NOTE:

POSITION HOOD SUCH THAT BOTTOM FLANGE 15 A DISTANCE OF 1 /2 OU11..ET PIPE DIAMETER (MIN.) BELOW THE PIPE INVERT. MINUMUM DISTANCE FOR PIPES < 12" 1.0. IS 6".

PFTAH A · • AND STRUCTURE (SEE DETAIL B)

DRILLED ~l~AINLESS HOLE I \ ~I BOLT

EXPANSION CONE (NARROW END OU'!)

INSTALLA]ON DETAIL

I

l'-611 MIN. 1'-611 MIN.

NOTE: ASPHALT THICKNESS AS PART OF FINAL RES-:-ORATION SHALL MATCH THE THICKNESS OF THE EXISTING ROAD OR THE MINIMUM OF 4", \AJHICHE\iER IS GREATER.

EXISTING PAVEMENT

HOODED oun ET COYER DETAIL PERMANENT PAVEMENT REPAIR

NOT TO SCALE

TEST PIT RESULTS

CLIENT: EMILIO FERRI

JOB NAME: SYCAMORE STREET: TRUMBULL, CT (PE #()693)

TESTING DA TE: JANUARY 5, 2015

JEST PIT #31 Q

00 - 36" MISCELLANEOUS FILL

36" - 52" ORIGINAL TOPSOIL

52 - 60" ORANGE BROIMII FINE SANDY LOAM

•NO GROUND WATER •NO MOT11JNG •NO LEDGE 'ROOTS AT 42"

TEST PJT #320


48 - 62" ORIGINAL TOPSOIL

62 - 72" ORANGE BROWN FINE SANDY LOAM

'NO GROUND WATER 'NO MOT11JNG 'LEDGE AT 72" 'ROOTS AT 60"

PERC HOLE NO, 319

'HOLE DIAMETER = s.o· 'HOLE DEPTH = 13.5" (Total Depth = 48")

TIME TIME INCREMENT

10:22 5 MIN. 10:27 5 MIN. 10!32 5 MIN. 10:37 5 MIN.

DEPTH TO WATER

4_5• s.o•

DROP IN INCHES

0.5"

USE 20.0 MIN/lNai

PEBC HOLE NO 320

•HOLE DIAMETER = 8.0" •HOLE DEPTH = 13.5" (Total Depth = 48")

TIME TIME DEPTH TO DROP IN INCREMENT WATER INCHES

11: 42 5 MIN. 3.0" 11:47 5 MIN. 3.25" 11: 52 5 MIN. 3.5" 11:57 5 MIN. 3.75" 12: 02 5 MIN. 4.0"

0.25" 0,25• 0.25" 0.25"

USE 20.0 MIN/INCH

NOT TO SCALE

6" PVC OUTLET

1.5" TO 2.0" DIA. '2'.', CLEAN BROKEN STONE _,,C'':,

~ ":.,,

6" PVC INLET

6" PVC OUTLET

,

1.5" TO 2.0· DIA. .Y·f, CLEAN BROKEN STONE ~ ~C:

C: 6" PVC INLET

l}>~~~EERINIM Civil • Environmental • Land Surveying One Enterprise Drive, Suite 312 Phone:

1203l 944-9944

Shelton, CT 06484 Fax: 203 944-9945

FINISHED GRADE r 6" TOPSOIL (MIN.)

CVLJEC B-33Q-X! HD LOT 319

NOT TO SCALE

FINISHED GRADE

6" TOPSOIL (MIN.)

C\JLJEC B-33Q-XLHP LOT ,320

NOT TO SCALE

fl ATION

NO. BY DATIC

1 WJB 10 14 15

CULTEC 410 FILTER FABRIC (TYP) ALL AROUND STONE

296.90


298.90 · ..

298.40

95.90

REVJSIONS

ENGINEERING COMMENTS

~

REMARKS

I 24"x24" GRATE

I , .. •

', •

•

' • .. • . ' ·'

·• ..

. ! . :z , :ii ' l ...

• .. . .. •;.L . • • . . . . .. -~ ~ .. • . • . '

•• o' • n• '

CAST IRON FRAME &: GRATE /(TYP.)

" "' •· . . '•

. ... ' . ..

: • _>

'· • • b

I . ' lo •

·• . . , ? • . . ·"" .

, . • •' • co

••

A

L ~ RECAST CON

TYP.)

~ ..

CRETE~

3'-0'"

I X~'t

,-r

••••••• A

••••••• • •••••• • ••••••• 0 I ••••••• -;.,

_J ••••••• •••••••

, __ 28"x28" FRAME

NOTE: SECTION A-A PLAN YARD DRAIN TO BE AS MANUFACTURED BY CONNECTICUT PRECAST CORP., MONROE, CT OR EQUIVALENT.

YARD DRAIN NOT TO SCALE

PREPARED FOR DES WJB EMILIO FERRI DWN WJB FOR PROPERTY LOCATED AT

LOT #319 & #320 SYCAMORE STREET CKD JCP TRUMBULL, CONNECTICUT

2" CLASS 2 BllUMINOUS CONCRETE SURFACE COURSE

2" CLASS 1 BITUMINOUS CONCRETE BINDER COURSE


'lo-

Oo

MACHINE FORMED BITUMINOUS

CONCRETE UP CURB -

BITUMINOUS CONCRETE PAVEMENT (SEE DETAIL)

9•

Oo

TOPSOIL

· .... · · .... ·.. . ..

. -.. - .:

Oo 0 o Oo 0 Oo o

Oo 0 0 0

0 0 0 0 0

Oo O 0

Oo 0 o Oo 0 Oo 0

Oo 0 0 0

Oo 0 0 0

0 0

Oo O APPLY TACK COAT

Oa 0 0 0

0 0 0 0 0 OOo Oa

0 0 0

Oo 0 0 0

I 1 I ' I t

Oo O 0 0 0 0 Oo OOo

I I I I I I

RQADWAY-BIJUMINOUS CQNCREJE PAVEMENT BIJUMINOUS CONCRETE WP CURB NOT TO SCALE NOT TO SCALE

REINFORCED TURF TOPSOIL MIXTURE AND SEED

3/4" WASHED CRUSHED STONE

WO\IEN GEOTEXTILE FABRIC

'lo-

'lo-

'/,o

/?°7:~"7&'----UNDISTURBED, SUITABLE EARTH OR

RE!NfOBCFJl JURE NOT TO SCALE

APPROVED COMPACTED FILL MATERIAL

15" RCP INLET

WEIR WALL

PR0\1DE GASKETED WATERTIGHT BOLTED MANHOLE COVERS

PROVIDE GASKETED WATERTIGHT BOLTED MANHOLE COVERS 15" RCP OU11..ET

FINISHED GRADE

STEEL REINFORCEMENT SEE NOTES

15" RCP OUTLET INV=307.50

24"

.•

' ... •

:,

SECTION A-A

NOTES:

15" RCP INLET 25 YR STORM EL=309.49

TOP \\flR EL=310.11

NOTCH INV=309.35 15" RCP IN T INV=308.86 24" RCP INLET INV=308.11

4" ORIFICE INV=307,50

12" GRAVEL BEDDING

UNDISTURBED EARTH OR APPROVED COMPACTED FILL

1. MINIMUM CONCRETE COMPRESSI\IE STRENGTH: 4,000 PSI O 28 DAYS. 2. DESIGN LOADING: AASHTO HS-20.

15" RCP INLET

15" RCP OUTLET

3. MEETS OR EXCEEDS ASTM C478, AASHTO M-199, AND CTDOT SPECIFICATIONS. 4. STEEL REINFORCEMENT CONFORMS TO ASTM A-185 AREA 0.18 SQ.IN./VERT. FT. 5. TYPE III AIR-ENTRAINED CONCRETE.

; ( \ .

... ··. )

.... : .

, .

PLAN

I I '- ./ \ ..-- ......_ I (_~

·,·.: 4, •

SECTION B-B

24" RCP INLET

.. .. •

~

'/,o ..

15" RCP INLET

24" RCP INLET

15" RCP INLET

4• ORIFICE INV=307.50

6. JOINTS SHALL BE SEALED WITH A BUTYL RUBBER SEALANT CONFORMING TO ASTM C443 AND C990, AASHTO M-198 TYPE B AND/OR FEDERAL SPECIFICATION SS-S-00210 (201-A),

7. STEPS SHALL BE 1/2" DIA. STEEL REINFORCED COPOLYMER STEPS CONFORMING TO ASTM C478, AASHTO M-199, AND OSHA REGULATION 29 CFR 1910.27. STEPS SHALL BE CAST IN VERTICAL ALIGNMENT.

8. BASE SECTION IS MONOLITHIC. 9. AS MANUFACTURED BY CONNECTICUT PRECAST CORP. - MONROE, CT. OR APPROVED EQUAL

OU] EI CONTROL SJRUCWBE NOT TO SCALE

NOT FOR CONSTRUCTION FOR REVIEW ANO APPROVAL BY PUBLIC AGENCIES ONLY


DETAILS I

SCALE: AS NOTED

COPYRIGHT @ 2015

DATE MAY 19 2015 -----~-----

C SHEET__§_ OF -~7 __


MANHOLE FRAME & COVER

8"

3' CONE

-++tt--'3" MIN

ADJUST TO GRADE WITH MAX OF FOUR COURSES OF BRICK

PRECAST REINFORCED CONCRETE MANHOLE ECCENTRIC CONE

MINIMUM REINFORCING 0.12 SQ IN PER LINEAR FOOT OR AS SPECIFIED

NON SKID LUG

C

L 1 1/2"

C

_J

WATER MAIN

SAND CUSHION

SANITARY OR STORM SE\\1:R PIPE (PIPE TO BE SUPPORTED IN PLACE)

18" MINIMUM CLEARANCE

0 SANITARY OR STORM SEWER PIPE (PIPE TO BE SUPPORTED IN PLACE)

0 18" MINIMUM CLEARANCE

SAND CUSHION

WATER MAIN

SANITARY OR STORM SEWER PIPE (PIPE TO BE SUPPORTED IN PLACE)

10' MIN. CLEARANCE

12· WATER MAIN

•· ' • '

2'-8 3 4• 12·

PRO'IIDE SPECIFIED PRECAST CONCRETE TOP WITH INTEGRAL FRAME & GRATE

12·

3 13/16"

MAXIMUM CORBEL 'b

1'-8 3 " PROPOSED GRADE

10 13 16"

... 2 1/4" MIN UFllNG HOLES (TYP) (FILL WITH MORTAR)

PRECAST REINFORCED CONCRETE TONGUE AND GROOVE RISERS MANUFACTURED IN 1',2',3' & 4' LENGTHS

CROSSING UNDER WATER MAIN CROSSING OVER WATER MAIN PARALLEL TO WATER MAIN < .. 7 5/8"

TOBE3" ..!, 7 5/8"

MINIMUM DEPTH UNLESS SPECIFICALLY ORDERED OTHERWISE UNDER TRAVEi.WAY l'v,;

11/g"

UNDER UNlRA RISER VARIES

RISER VARIES

BASE 4' MIN

♦--~~;;;;;;;======:P,rt-- PREFORMED PLASTIC GASKET OR FLEXIBLE WATERTIGHT RUBBER GASKET

• <O

7" TYP 5" WALL

KNOCKOUTS AS REQUIRED

PICK HOLE

PLAN

35 1/2"

I 26 1/4" I 1 _____ ____. '

{1 1/8" I I It 8''

6" (WASHED) CRUSHED STONE BASE


5' OR 6' DIA PRECAST BASES MAY BE

Jf' ':_' ''.Jh USED WliEN REQUIRED DUE TO SIZE OR NUMBER OF PIPES AT THE MANHOLE. PRECAST REDUCERS WILL BE PLACED ABOVE THE 5' & 6' BASES AS DIRECTED BY THE ENGINEER. WALL THICKNESS TO INCREASE 1" FOR EACH 1' OF INSIDE DIAMETER INCREASE

EXPANSION PLUG

'./:·.••···1:2· .·•N'.··.:·v. "· .. ~-..

1 12· J. 6" P. V.C. PIPE

SECTION C-C

EAST JORDAN COMPANY PATTERN NUMBER 2111 Z OR APPRO'IED EQUAL.

MANHQ E FRAME le COVER NOT TO SCALE

SANITARY LATERAL GI EANQUT NOT TO SCALE

8"

Cl MANHOLE FRAME AND COVER

CEMENT MORTAR

SHAPE INVERT-

A

L A

J 2 9/16"-, l

6"

ADJUST TO GRADE WITH MAX. OF TWO COURSES OF BRICK.

PRECAST REINFORCED CONCRETE MANHOLE CONE SECTION.

48" q, - 5" WALL MANHOLE RISER PIPE IN 1FT,2FT,3FT,4FT OR LONGER LENGTHS AS REQUIRED. MIN. AREA OF CIRCUMFERENTIAL STEEL = 0, 12 IN. 3/IJN. FT. CONCRETE AND ROUND RUBBER GASKET JOINT IN ACCORDANCE WITH A.S. T.M. SPEC. C-443-72

6" JOINT TO BE FILLED WITH NON-SHRINK MORTAR

, ___ PROVIDE TRANSITION SECTIONS AS REQUIRED.

12" MAX

PRECAST CONCRETE BASE MIN. ARE,\ OF -=-s• CIRCUMFERENTIAL STEEL = 0.12 IN./BN. FT. .,,--....,_.M,-'"T" BOTH FORCES WHEN DIAMETER IS '46" AND

__ ,, 0.17 IN.2/uN. FT. FOR LARGER DIAMETERS

T = 5" FOR DIA. = -la"

PROVIDE RUBBER GASKET SLEE'IE---\:t:::.="9"~ AT ALL INLETS & OUllETS OF SANITARY SEWER MANHOLES

6" FOR DIA. = 60" 7" FOR DIA. = 72"

6"

BRICK AND MORTAR SHELF N : <·••c:.f, ... •:.-; ..... <•' ;;, AS WALLS OF PRECAST BASE

;.·cc;c":f•C';;i'<:~·•.<•<<;:• AREA OF REINFORCING STEEL - SAME

!ECDQN 6::6 UNDISTURBED EARTH OR 6" (WASHED) CRUSHED APPROVED COMPACTED FILL STONE BASE

NOlES: 1. YNIMUM CONCRE1E COIIPRESSIYE SlRENGlH: 4,000PSI O 28 DAYS. 2. DESIGN LOADING: MSHlO HS-20. 3. MEETS OR EXCEEDS ASTM C47B. MSHTO M-199, AND C1DOT SPECIF1CA1tQNS. 4. Sim RaNFORCEMENT CONFORMS TO AS1M A-18& AREA 0.12 SQ.IN.,'WRT. "· 5. TYPE Ill AlR-ENlRAJNEIJ CCNCAE"IE. 6. JOIN1S SHALL BE SEAl.£0 WITH A SU'M. RUBBER SEALANT CONFORMING TO

AS1M C443 ANO C99D, AASHTO M-198 TYPE B. AND/OR F"EDERAL SPEQFICATIDN SS-S-00210 (201-A),

7. S1EPS SHALL BE 1/2" DIA. Sim REINFCRCED COP<l. 'tMER S1EPS CONFORMING 10 ASlM C47B, AASHTO M-199, AND OSHA REGULATION 29 aR 1910.27, S1EPS SHALL BE CAST IN 'IERllCAI. ALIGNMENT.

8. BASE SECTION IS MDNOUlHIC 9. WHEN THE lOTAL DEPTH OF THE MANHOLE EXCEEDS 8 FEET, THE BASE SECTION

INlERIOR DIAME1ER SHALL BE INQ!EASED TO GD INCHES.

SANITARY MANHQI E NOT TO SCALE


CROSSING WATER MAIN 1. IF THE SANITARY SE\\1:R CROSSES LESS THAN 18" ABOVE OR UNDER THE WATER MAIN, THE

SANITARY SEWER MUST BE ENCASED IN CONCRETE TO A DISTANCE OF 10 FEET (10') ON BOTH SIDES OF THE WATER MAIN OR BE APPROVED TIGHT JOINTED PIPE AS PER THE STATE OF CONNECTICUT D.O.H.S.

PARALLEL 10 WATER MAIN 2. IF THE SANITARY SEWER IS WITHIN 10 HORIZONTAL FEET (10') OF THE WATER MAIN

AND EITHER ABOVE THE WATER MAIN INVERT OR LESS THAN 18 INCHES (18") UNDER THE WATER MAIN, THE SANITARY SEWER MUST BE ENCASED IN CONCRETE OR BE APPROVED TIGHT JOINTED PIPE AS PER THE STA TE OF CONNECTICUT D.O.H.S.

$EWER PIPE CROSSING PETAIL

1 1/8"

A

'

A

~

-

~ .. ~ . ., .

13"

1!1.611 14 3/4"

13 3/4"

E!fY+:DQN

~ -"'

~

-COPOLYMER

POL '!'PROPYLENE PLASTIC

·11 ,. 11" 3 .3/ft~ 5 7/8" 1 /2" GRADE 60

STEEL REINFORCEMENT •

·•

1/

.. ..

• STRUCTURE WALL SFCDQN 6-6 • •

1" DIAx3 1/2" DEEP HOLE •· DRILLED OR CAST INTO STRUCTURE

!NSif! I tJKII M.A. INDUSTRIES INC., MODEL ifPS2-PF (OR EQUIVALENT)

MANHQI E $IEP NOT TO SCALE

COMPACTED BACKFILL, WELL GRADED MATERIAL FREE OF ORGANICS, FROZEN MATERIAL AND PARTICLES OVER 6"

3/4" CRUSHED STONE

FILTER FABRIC

6" MIN. IN EARTH 12" MIN. IN ROCK

SQR-3!5 JRfNCH BEPPING PETAIL NOT TO SCALE

N.T.S.

p RA ~N~O-~=a::S=iY=f==DA=TC-='4-=======~RE~M=AR~KS~========I r- DES WJB PREPARED FOR

EMILIO FERRI 1---+--+----+------------------IDWN WJB FOR PROPERTY LOCATED AT

•· • <I .·

WATER MAIN • . •, 7 13/16"

AREAS 0'-3" . :a~ PRECAST CONCRETE

18" MIN. CLEARANCE


•

•

•

' •

•

' •

•· • .,, ~ '

• 4.

·" .. HOODED MIN OUllET 4•-0·

" . .,, :

COi/ER SUMP ' '•

• •

~ ~ al: ~

PRECAST OR POUR CONCRETE BASE

6" (WASHED) USHED STD

a·

BASE

NDISTURBED EARTH OR

...

•· .. • •

. .

'-- HOODED OUllET COi/ER (SEE DETAIL)

-...._ __ DRAINAGE OPENINGS IN 4 WALLS AT OR IMMEDIATELY ABOVE THIS ELEVATION

--IN SANDY SOILS APPLY DAMP PROOFING ON 4 WALLS

APPROVED COMPACTED FILL 8"

CATCH BASIN NOT TO SCALE

= = =i =i

= d

=' = = = = =

36" 37 3/4"

• ______ 56 3/4 ------1

1!1.611

o• ' I

,-,,/ ,----":;::::::::

t I~ . . .., "'~:::: ~.., "' 0

-i ,.I PLAIN CURB TYPE

3 8

BITUMINOUS CURB TYPE

11" 2"

11• •

''."°i< lie ~ \(~::?\} .....

8"

11" 2"

· .. , .... ~-.-lo --.,- u ,., " " " 01:>·~,.:-,.,:~ ):~.::_:\.\f_.J!"!_},... --------r":. r::~1/•·:_- :".:.

I • 12·

~--:,::. -f :-t :_:;_.;" . , .....

32 3/4" 12· 25 3 8

cf¢fij PARK CURB TYPE

N01ES: 1. MINIMUM CONCRETE COMPRESSIVE STRENGTH: 5,000 PSI O 28 DAYS. 2. DESIGN LOADING: AASHTO HS-20. 3. CONFORMS TO CTDOT STANDARD SPECIFICATIONS. 4. STEEL REINFORCED WITH 114 BARS. 5. AS MANUFACTURED BY CONNECTICUT PRECAST CORP - MONROE, CT OR

APPROVED EQUAL. 6. ALL STEEL FRAMES AND GRATES SHALL BE GALVANIZED IN ACCORDANCE

WITH THE TOWN OF TRUMBULL ENGINEERING STANDARD DETAILS AND CONNDOT FORM 816 M.06.03.

CATCH BASIN GRATE TYPE •c• NOT TO SCALE

TRENCH WIDTH PIPE ID ( <30") + 2'-0" PIPE ID (>30") + 3'-0"


SUP PO RT SYSTEM (AS REQUIRED)

~~~ ~~ , STORM WARNING TAPE

' »~'>';' ~· /: REINFORCED

CONCRETE PIPE

FILTER FABRIC

3/4" CRUSH ED STONE TO TOP OF PIPE

SPECIAL FOUNDATION IF ORDERED BY ENGINEER. (TO BE INCLUDED AS PART OF BEDDING MATERIAL.)

CIRCULAR R,c.p. JRfNCH BEPPING NOT TO SCALE

\ I ' =

= • = ~ ~ ~ = .., .., =

"' ~ :::: -

I \ 36"

37 3/4"

56 3/4"

1!1.611 ,.

1•.i.~.t.•.:.f:,'.::·;··••.:~ ... ? .. l"l•·,-/~ ... ,.. .. 1 --------,"".": I_J}(_}}\ ~ ~ t

• ':,I I'.):_<:·· i:_:;~. '

I 12· • i

NOTES:

32 3/4"

SfC:OClt 1. MINIMUM CONCRETE COMPRESSIVE STRENGTH: 5,000 PSI O 28 DAYS. 2. DESIGN LOADING: AASHTO HS-20. 3. CONFORMS TO CTDOT STANDARD SPECIFICATIONS • 4. STEEL REINFORCED WITH 114 BARS. 5. AS MANUFACTURED BY CONNECTICUT PRE CAST CORP - MONROE, CT OR

APPROVED EQUAL 6. ALL STEEL FRAMES AND GRATES SHALL BE GALVANIZED IN ACCORDANCE

WITH THE TOWN OF lRUMBULL ENGINEERING STANDARD DETAILS AND CONNDOT FORM 816 M.06.03.

CATCH BASIN GRATE TYPE .CL.

EDGE OF TRENCH

SUITABLE BACKFILL

GRAVEL FILL

1 2 O.D, 4• MIN.

1 4 O.D. 6" MIN. 1'-0" MIN. IN ROCK~_

NOT TO SCALE

TRENCH WIDTH 2'-0" + I, D. - MIN. 3'-0"

PAYMENT WIDTH FOR ROCK 21-0 11 + I.D. - MIN, 3'-Qn

WARNING TAPE

" ..... ,.,. . - ', , .... ," ~ .. •.i::N<~-- ·

SUPPORT AS REQUIRED

FILTER FABRIC

BOTTOM OF TRENCH (LOWER VERTICAL PAY LIMIT IN ROCK)

TYPICAL SANITARY SfWEB JRENCH SECTION NOT TO SCALE

PROPOSED SITE DEVELOPMENT PLANS COPYRIGHT @ 2015

DETAILS II DATE MAY 19, 2015 LLC El'lGINEERING, LLC

Civil • Environmental • Land Surveying One Enterprise Drive, Suite 312 Phone: (203) 944-9944 Shelton, CT 06484 Fax: (203) 944-9945 1----1---~-----+-------------------ICKD

JCP LOT #319 & #320 SYCAMORE STREET

TRUMBULL, CONNECTICUT C SHEET ....L_ OF __ 7..__

SCALE: AS NOTED CAD REF. NO. 0693BASE-A and B 1 WJB 10 14 15 ENGINEERING COMMENTS




SECTION I INLMl

BY - ~=::,:;_----l

1. Location/address of property where activity is proposed: Lot 320 Sycamore Street

Parcel SizeB,750 SF Zone: A Map 10: D/10/320 Current Use:_V ___ a __ c __ a_.n.._tl..,a ... nd _____ _

2. Applicant's Name: Fairview Avenue Real Estate, LLC


Telephone: 203-528-0590 Cell: (203) 520--4603 Emall: [email protected]

Applicant's interest in property (Lessee, licensee, Owner, etc.):_ow_n_e_rs ____________ _

3. Name of Property Owner of Record:_F_ai_rv_ie_w_A_v_en_u_e_R_e_al_E_st_a_te_, L_L_C ______________ _ If Ille owner Is a c:orporatJon, or other nan-lndhfidual er,1/fy, includtt the prima,y confact Information

Address of Owner of Record: r:Jo Chris Russo, Russo & Rizio, LLC, 10 Sasco Hill Rd, Fairfield, CT 06824

Telephone: 203-528-0590 Cell: f2o31s20;4so3 Email: [email protected]

If Applicant Is the Owner, 10 to #5 4. The undersigned hereby authorizes _R_u_ss_o_&_R_i_zi_o._L_Lc_..,......_---,~...,.. .... -L.._..;~ as Agent on my behalf as

related to this application.

5. Description of proposed activity and locatlon of property. Include listing of all proposed regulated activities (use separate sheet if necessary):

Reapproval of an approval granted by the Trumbull Inland Wetland and Watercourse Commission dated July 15, 2015, to construct

a single-family dwelling with associated grading and utilities.

The applicant understands thot this application Is to be considered complete only when all Information and documents required by the Agency have been submitted. The undersigned warrants the truth of all statements contained herein and in all supporting documents under penolt)I of false statement according to the best of his/her knowledge and belief Permission is 1ranted to the Town of Trumbull, lnla d Wetlands & Watercourses Commission, and IU agent (s) to Inspect the subject land, at reasonable times nden of a appllcatlan and far the life of the permit under Section 7.5 of the IWWC Resulatlons.

Applicant's Signature:__,~--,-""'~"'"'~""'~~;....._----Oate:_ ....... V_/_q/,.__2,_{ ____ _ (If not the owner)

Owner's Signature: ---,,"----#---,~~-------Date: __ } ..... / __ J_1..,.,/2_J_/ ___ _

SECTION II


1. Total property area:_8_,7_5_o_sF _____ Zone:._A _____ Number of Lois: _1 ________ _

2. Map ID, from assessors card: __ o,_10_13_2_0 ____________________ _

3. Total area existing of wetlands on property:_No_ch_an_g_e_fr_om_pn_·o_ra_p_pr_ov_a_1 __________ _

4. Total area of Regulated area on property:._N_o_ch_a_n_ge_fr_o_m_p_rio_r_a_pp_ro_v_a1 ___________ _

5. WeUands area to be disturbed: No change from prior approval ---------------------------6. Upland Review area to be disturbed:_No_ch_an_g_e_fro_m_p_n_'or_a_p_pr_ov_a_l -------------

7. Proposed % of wetlands on the property to be disturbed: No change trom prior approyal

8. Total area of proposed land disturbance:._N_o_ch_an-=-ge_fr_o_m_,p_ri_or_a-'-'pp,_ro_v_a1 ___________ _

9. Is the proposed activity located within 500 feet of the boundary of Easton, Monroe, Shelton, Stratford,

Bridgeport or Fairfield: Yes ___ No_x_ (If yes, see Section 8.2 of the Trumbull l\JIIINC

Regulations.)

10. Is any portion of the site located within a water company watershed: Yes ___ No _x ___ _



Percent of Regulated Area: Dominant Species:

Trees: No change from prior approval

Shrubs: No change from prior approval

Grasses, weeds, etc: No change from prior approval

Impervious area: No change from prior approval

12. Existing watercourse data and open water characteristics: (if applicable) a. Size of pond(s) or lake(s): _N_tA ____________________ _


c.100 year flood evaluation:

intermittent or permanent: _N_tA ____________ _

NIA

13. Probable effect of proposal (if any) on vegetation and wildlife: No change from prior approval

14. Existing or proposed source(s) of water supply for the property: _P_u_bl_ic _________ _

15. Existing or proposed method of sewage disposal for the property: _P_ub_n_c ________ _

16. Creation of proposed water bodies (If yes. delalled lnfonnation will be required): Yes: ____ No: _x __ _


a. Erosion and sedimentation: As depicted on submitted site plans ------------------------------18. Proposed percent of Regulated area to be covered with impermeable surface: No change from prior approval

19. Material to be (check all that applies): deposited □ excavated □ (If yes, complete the following).

a. Area: No change from prior approval Volume: No change from prior approval

b. Physical & Chemical composition of material to be deposited: No change from prior approval

Russo & Rizio, LLC

ATTORNEYS AT LAW

f.olin B. C.nnor lliubelh ,\, falkoff"

Rober! G. GolgPr )lichael t Jankovsky

David f:. >.~ral.1 l.alhrrinr )I. llacol

Leah )I. Parisi llilliam )I. Pelroctio*

lbymond Rizio~ Chrislopher B. Russo

Robrrl D. Russo John J. Ryan

\'anem R. Wamboll January 19, 2021 Tatiana Solovey (* ~lso .\dmilll'd in \11

Inland Wetlands & Watercourses Department 5866 Main Street Trumbull, CT 06611

Re: Inland Wetlands Application for property located at Lot 320 Sycamore Street

Dear Ms. Solovey:

Please accept this application to the Trumbull Inland Wetlands & Watercourses Commission for the property located at Lot 320 Sycamore Street (the "Site").

The Applicant is requesting reapproval of an approval from the Trumbull Inland Wetlands and Watercourses Commission dated July 15, 2015 for the construction of a singlefamily dwelling with associated grading and utilities. The Applicant requests approval of the same exact plans and requests the prior application for the Site from the afore-mentioned approval be incorporated as a part of this application. This prior approval expired during the pandemic and the Applicant wishes to move forward on this project as the pandemic hopefully reaches its conclusion.


Sincerely,

Christopher Russo

I Fosl Road Fairlield, CT 06821

Tel 203-m-9928 fax 203-255-6618

PROPERTIES LOCATED WITHIN 75' OF LOTS 319 & 320 SYCAMORE ST

PROPERTY ADDRESS OWNERS NAME MAILING ADDRESS CITY STATE ZIP CODE TUCCI LUIGI & TUCCI ANNA L/U & TUCCI

16 PINE STREET ANTHONY & TUCCI ANGELO 16 PINE STREET TRUMBULL CT 06611 SYCAMORE STREET HURD REALTY LLC P O BOX 110696 TRUMBULL CT 06611-0696 4279 MADISON AVENUE MARTINEZ YVETTE TRUSTEE 4279 MADISON AVENUE TRUMBULL CT 06611

MANCINI ETTORE L/U & GIOVANNA L/U & VISELLI DONNA & MANCINI ANTHONY

38 LINDEN AVENUE & RITA 38 LINDEN AVENUE TRUMBULL CT 06611 SYCAMORE STREET FAIRVIEW AVENUE REAL ESTATE LLC P O BOX 110696 TRUMBULL CT 06611-0696 SYCAMORE STREET HURD REALTY LLC P O BOX 110696 TRUMBULL CT 06611-0696 4285 MADISON AVENUE PAOLINI RICHARD TR 4285 MADISON AVENUE TRUMBULL CT 06611 42 LINDEN AVENUE FOGEL DENICE DANIELS & PHILIP A 42 LINDEN AVENUE TRUMBULL CT 06611 4291 MADISON AVENUE PROVORNOV ILYA & THUR NICOLE 4291 MADISONE AVE TRUMBULL CT 06611 12 PINE STREET BIEDERMANN ERICH P & VIRGINIA C 12 PINE ST TRUMBULL CT 06611 6 PINE STREET SMITH KAREN B 6 PINE ST TRUMBULL CT 06611


July 15, 2015

Town of Trumbull CONNECTICUT

www.trumbull-ct.gov

• CERTIFIED MAIL- RETURN RECEIPT REQUESTED

Emilio Ferri c/o Raymond Rizio One Post Road Fairfield, CT 06824

Town Hall 5866 Main Street

Trumbull, CT 06611 Phone: 203.452.5046

Fax: 203.452.5061

Re: Application 15-13, Emilio Ferri-Permit approval to construct a single-family house with associated grading and utilities within a regulated area at Sycamore Street, Parcel B.

Dear Mr. Ferri,

The subject application, at a regular meeting held July 7, 2015 was reviewed by the Inland Wetlands and Watercourses Commission to construct a single-family house with associated grading and utilities within a regulated area at Sycamore Street, Parcel B.

In accordance with the regulations of the Inland Wetlands and Watercourses Commission, the Commission voted to grant a permit to Emilio Ferri c/o Raymond Rizio to conduct the above activity.

The application was APPROVED, as submitted, subject to the attached General Conditions as established by the Commission and the following specific conditions:

I. AU review comments contained in the attached letter from Frank Smeriglio, P.E. and William Maurer, P.E. dated July 1, 2015 shall be incorporated as conditions of approval.

2. Any tree stumps removed shall not be buried on-site.

Said action has been fixed to become effective on July 29, 2015 and a copy thereof has been filed and recorded in the Office of the Town Clerk.

Inland Wetlands and Watercourses Commission

~~-~-4': Richard H. Girouard, Sr., Chainnan RHG/mdm

Cc: Town Clerk. Town Enginetr, Building Department, Planning and Zoning

INL\ND WETLANDS AND WATERCOURSES COMMISSION

'atotun of 'atnnnbull

Tll\VN I !.\I.I. SH<o6 M.un Stm:1 Trumbul, er f)(,t,11

CONNECTICUT w,vw.rrumbull-cl.t,l<>v

'l'll l.El'I JO NE l'honc: :!Ill- 4S2-S0~6 1 ·._, 211.\ -~51-501\ I

ALL INLAND. WETLANDS PERMITS ARE SUBJECT TO THE FOLLOWING GENERAL CONDITIONS

1. Wetland boundaries, affected by, or adjacent to all construction and site activities, must be flagged by a soil sciendst unless otherwise determined by the Commission.

2. That this permit may be revoked if the pennitlee exceeds the conditions or llmltatlons of this permit or has secured this permit through deception of Inaccurate Information. The permit expires within five (5) years of its Issuance, unless the time period Is extended by the Inland Wellands and Watercourses Commission.

3. All erosion and sedimentation control measures must be constructed In accordance with the standards and specifications of the Connecticut Erosion and Soil Guidelines 2002 and the Connecticut Stonnwater Quality Manual 2004.

4. A Sedimentation Control Plan shall be submitted to and approved by the Town Engineer, acting as the Agent for the Commission. The name, address, and telephone number of the individual responsible fqr the implementation and maintenance of the Erosion and Sedimentation Control Plan must be provided to the Town Engineer prior to construction.

5. Land disturbance shall be kept to a minimum and re-stabilization must be scheduled as soon as possible. Temporary seeding or permanent hydro-seeding should take place tmmedlalely upon completion of grading. ·

6. Notification to the Town should be made 48 hours prior to commencement.

7. Site development shall not begin unless the soil erosion and sedimentation measures are installed and functional. All control measures shall be maintained in effective condition to ensure the compliance of the approved plan.

8. The application as approved Is subject to Town Stormwater Management Policy

9. Once removal of erosion and sedimentation control devices is granted, all control devices. along with any accumulated snt or debris. shall be removed and taken from the site. Permanent disposal of this material on the site will require prior approval by the Town Engineer. All work shall be done in a manner to prevent harm to protected areas, and acceptable to the Commission through their agent, the Town Engineer.

10. Any and all necessary permits required are the appllcant's responsibility.

Revised December 4. 2012

Frank Smerlgflo, PE Town EnglnHr

July l, 20lS

Joseph C. Pereira, P.E. One Enterprise Drive Suite 312 Shelton, CT 06484

TOWN OF TRUMBULL CONNECTICUT

RB: Lots #319 and 320 Sycamore Street

Dear Mr. Joseph C. Pereira,

TownHaU 5866 M• Slrfft

Trumbull, Connecticut 06811 Phone: 203.452.5053 Fu: 203.452.5011

Based on the following documents submitted to the Engineering Department for review on June 18, 201S, as part of an application by Emilio Ferri, for Inland Wetland and Water Course Commission approval on application 1 S-13 and 1 S-14:

1. "Proposed Site Development Plans- Site Plan," sheet 1 of7; prepared for Emilio Ferri, for Lot #319 and #320 Sycamore Street; Trumbull, Connecticut. Prepared by Pereira Engineering, LLC, dated May 19, 201S with the latest revision dated 6/12/IS.

2. "Proposed Site Development Plans-Grading and Utilities Plan," sheet 2 of7; prepared for Emilio Ferri, for Lot #319 and #320 Sycamore Street; Trumbull, Connecticut. Prepared by Pereira Engineering, LLC, dated May 19, 2015 with the latest revision dated 6/12/1S.

3. Proposed Site Development Plans - Road Profile," sheet 3 of 7; prepared for Emilio Feni, for Lot #319 and #320 Sycamore Street; Trumbull, Connecticut. Prepared by Pereira Engineering, LLC, dated May l 9, 201S.

4. "Proposed Site Development Plans - Soil Erosion and Sediment Control Plan," sheet 4 of 7; prepared for Emilio Ferri, for Lot #319, #320 and #321/322 Sycamore Street; Trumbull, Connecticut. Prepared by Pereira Engineering, LLC, dated May 19, 20 IS with the latest revision dated 6/ I 2/ l 5.

5. "Proposed Site Development Plans - Details," sheet 5 of7; prepared for Emilio Ferri, for Lot #319, and #320 Sycamore Street; Trumbull, Connecticut. Prepared by Pereira Engineering, LLC, dated May 19, 2015.

6. ..Proposed Site Development Plans - Details (," sheet 6 of 7: prepared for Emilio Ferri, for Lot #319, and #320 Sycamore Street; Trumbull, Connecticut. Prepared by Pereira Engineering, LLC, dated May I 9, 20 15.

,. I '!•' I •I I

Lots #319 and 320 Sycamore Street

7. "Proposed Site Development Plans - Details II," sheet 7 of 7; prepared for Emilio Ferri, for Lot #319, and #320 Sycamore Street; Trumbull, CoMccticut. Prepared by Pereira Engineering, LLC, dated May 19, 2015.

8. "Proposed Site Development Plans - Drainage Calculations"; prepared for Emilio Ferri, for Lot #319, #320 and #321/322 Sycamore Street; Trumbull, Cormecticut. Prepared by Pereira Engineering, LLC. dated May 19, 2015.

The following Items must be addressed prior to our approval:

1. The proposed road docs not meet the current standards for horizontal geometry. However it appears that the road was previously approved as part oflnland Wetland and Watercourse application 05-40. Applicant must obtain approval from PlaMing and Zoning, all Emergency Services, Police Department Traffic Commission and the Board of Education for bus access for proposed road.

2. A tum around easement may be required to accommodate large vehicles.

3. Depict the location and data for the test pits conducted for the proposed underground storage.

4. Depict location and data from the percolation tests. Exfiltration should not be used for Cultec units place in undocumented fill. The percolation hole #319 does not appear to have sufficient data.

5. The Outlet Control Structure must be constructed in a manhole not in a catch basin.

Also there are conflicting orifice sizes refer to detail on sheet 6 of 7

6. IfCultec units are placed in fill when compared to the 1964 contours, engineer to

verify and state that stonnwater galleries will not bleed out to the surface.

7. All asphalt and other debris previously deposited on the site must be removed and disposed of on a proper fashion.

8. Catch basin to catch basin pipe runs are not allowed all catch basin pipes must

tcnninate at a manhole or outlet structure.

9. All drainage pipes proposed in Town right of way must be either RCP or PVC SOR

with gaskets.

Lots #319 and 320 Sycamore Street

10. All catch basin tops in Town right of way to have galvanized grates and frames refer to the Town of Trumbull Engineering Standard Details.

11. Bituminous lip curbing to be installed on binder course.

12. Asphalt patch limits on Pinc Stred must be depicted and in accordan.ce to town standards.

13. All roadway work, sanitary and drainage work shall be inspected by an independent Engineer under the supervision of a Professional Engineer ( not the design engineer), all material testing and compaction testing results shall be signed by the inspecting engineer.

14. After completing the road base and prior to paving, all sanitary and stonn drainage must be video and submitted to the Town Engineer for review.

l S. Sanitary sewer mains and laterals must be pressure tested, and video prior to acceptance. All final construction plans and specs shall be submitted for review.

16. All road construction must comply with the State of Connecticut Department of Transportation Standard Specification for Roads, Bridges and Incidental Construction fonn 816 and/or Town ofTrumbull Standards.

17. All property line comers must be monument with acceptable markers prior to CO Signoff. All center line iron pins must be set prior to acceptance of the road.

18. A street opening pennit must be obtained for any work in the Towns right of way.

19. All water mains and hydrant locations must be approved by the Fire Marshall.

20. As-built plans and certification letter by the design engineer for each lot development must be submitted prior to CO Signoff.

21. A site monitor shall be required to inspect all soil erosion controls after every rain event and or at least once a week.

22. All street trees are to be planted on private property not on the proposed Town right of way. A planting plan must be submitted and approved by the Town Tree Warden.

23. Crushed stone to be place beneath all proposed sundecks. If concrete or other impervious surface is proposed beneath the sundeck this area must be included in the stormwater runoff calculations.

24. A site bond for the Soil Erosion and Sedimentation in the amount favorable to the Town Engineer must be posted prior to any site disturbance.

25. All existing structures, fences and any other encroachments into the Town right of way must be removed prior to start of construction.

.. Lots #319 and 320 Sycamore Street

26. Prior to the issuance of Certificate of Occupancy, an as-built plan and certification letter in accordance with Trumbull's drainage manual shall be submitted.

27. An application to the WPCA will be required for the sanitary sewer connection.

Based on the amount of items required to be modified as listed above, these comments shall be considered preliminary. There may also be further comments based on the response or the above mentioned items.

Please note; these plans are considered preliminary. Final construction plan, for the site and roadway shall be submitted for engineering review and approval. If you have any questions or concerns please contact me.

Sincerely,

.fZ Frank M. Smeriglio, PE Town Engineer

Cc: Jamie Bratt Director Economic Development

Inland Wetland and Watercourse Commission

Vincent Marino

Emergency Services

Traffic Commission

Board of Education

William Maurer, PE, LS Civil Engineer

I


TOWN OF TRUMBULL


General Information to be supplied by all applicants for a permit -twelve (12) sets not stapled of completed application need to be submitted with maps):

SECTION I

Application No. /::> -J.3 SUBM!TTE'.:l

MAY 19 2015

INLAND WETLANDS C MMIS;,ICN j,V{!,

1. Name of Applicant:.....;;;;Em.;;.i;..;l...;.i~o....;F;..;e;.;.r.;..r.;..i ____________________ _

Address of Applicant: c/o Raymond Rizio, One Post Road, Fairfield, CT 06824

Telephone: Day: ~03} 255-9928 Evening:'---'-------- Cell: f!03t257-4301

Email: [email protected] and [email protected]

2. Name of Property Owner of Record: Fairview Avenue Real Estate, LLC

Address of Owner of Record: 50 Hickory Street, Trumbull, CT 06611

3. Telephone: Day: (l03) 268-1817 ._...._ ______ Cell: .1...< __.,) ___ _

4. The undersigned hereby authorizes __ ___,, ___ _,,,.a,....;....-frl----c::,,--'Applicant} to act as Agent on my behalf as related to this application. STATE, LLC

By: N ( er of Record)

I icate If Other Than Property Owner d Ri io

5. Applicant's inlerest in property (Lessee, Licensee, Owner, etc.}:_nw..,.n"""e...,r ________ _

6. Location/address of property where activity is proposed as identified in the Trumbull Land Records on file in the Town Clerk's office.

Sycamore Street. Parcel 11 81•

7. IF A PUBLIC HEARING IS SCHEDULED: The applicant must notify said adjacent property owners by mail, certificate of mailing, post marked no later than fifteen (15) days prior to the Public Hearing (sample letter attached). Please note: If this Is the Initial application a public hearing Is not required. do not mall adiolnlna property owners' letters unless notified In writing by the Commission.

8. Description of proposed activity and location of property. Include listing of all proposed regulated

activities (use separate sheet if necessary):

This application is for approval of a permit previously granted by the Trumbull Inland

Wetland and Watercourse Cormnission that has expired. At a hearing held on December 6,

2005. the Convnission granted permission to construct a single family house with associated

grading and utilities, at Sycamore Street, Parcel 11 811• We ask for re-approval of the

ermit . 2

The applicant understands that this application is to be considered complete only when all information and documents required by the Agency have been submitted.

The undersigned warrants the truth of all statements contained herein and in all supporting documents _ under penalty of false statement according to the best of his/her knowledge and belief.

The applicant hereby grants permission under 7.5k of the Inland Wetland and Watercourses Regulations of the Town of Trumbull authorizing site inspects on the subject property.

FAIRVIEW AVE By:

(Authorized Agent's Name - Please Type or Print)

J

SECTION II

SITE PLAN REQUIREMENTS (Complete this section as applfcable)

1. Location/Address of proposed activity: Sycamore Street, Parcel 11B11

2. Total property area: 8,750 sq, ft, Zone: R-i Number of Lots: _ _._ ____ _ I

3. Map ID, from assessors card:,---11P:1.{~lPw..-..aP--.D.,.32u01o..... _______________ _

4. Total area existing of wetlands on property:.-.:::.0 _________________ _

5. Total area of upland review area on prcperty:.--...:::0:...... _______________ _

6. Proposed area of wetlands to be disturbed:._.._ _________________ _

7. Proposed % of wetlands on the property to be disturbed:. __ .._ __________ _

8. Total area of proposed land dlsturbance:. _ _.2.,.,.,.4.a,,Q:111,,0_.s11,,1g.,.,.,_f...,t1.., ____________ _

9. Is the proposed activity located within 500 feet of the boundary of Easton, Monroe, Shelton, Stratford,

Bridgeport of Fairfield: Yes____ No X (If yes, see Section 8.2 of the Trumbull

Inland Wetlands & Watercourses Regulations.)

10. Is any portion of the site located within a water company watershed: Yes ___ No _X;.;;..... __



Trees:

Shrubs:


Pasture:

Cultivated area:

Percent of Regulated Area:

33%

0% OS

Impervious area: ....wD1.11% _______ _

Dominant Sgeclg: Red Maple

12. Existing watercourse data and open water characteristics: (If applicable) a. Size of pond(s) or lake(s): __ ..111,1:,,u:.. ________________ _

b. Additional base flow depth and if possible water flow rate: __ N_o_ne _________ _

c. Stream characteristics: Intermittent or permanent ....;...Pe.;..;rma..;._~ne ... n.;.;t;;..,_ _______ _ minimum and maximum seasonal flows: ________ _

d. 100 year flood evaluation: N ..... o_t.....:.E;;:;.st_a_b..,..1.:..;;is:.:.h:.:e~d--- ------------e. Discharges if any including type, frequency and volume, and chemical composition: ___ _

n a

13. Probable effect of proposal (if any) on vegetation and wildlife: _N __ e_g __ l .... 1 g,._i __ b __ l __ e _______ _

14. If available, on separate sheet, Include hydrologic ground classlflcatlon(s) or soil name and map

symbols.

4

15. Existing or proposed source(s) of water supply for the property: ___ A_g_u_a r_i_o;,,.;n _________ _

16. Existing or proposed method of sewage disposal for the property: Muni cj pU: Sewer 17. Creation of proposed water bodies (If yes, detailed lnfonnauon will be required): Yes: ____ No: _.x __ _ 18. List proposed measures to protect regulated and inland wetland areas from:

a. Erosion and sedimentation: _____________________ _

b. Leaching of pollutants: ..:N:.:.:o:.,.n::.::e~--------------------c. Direct discharge of pollutants: _......._No_n.;.;:e---________________ _

d. Increased flooding and surface runoff hazards: _______________ _

19. Proposed percent of regulated area to be covered with impermeable surface: ______ _

20. Material to be deposited and/or excavated: Yes: X No: ___ (if yes, complete the li:lllowlng)

a. Area: 7,500 sq. ft. Volume: _____________ _

b. Physical composition (texture, components) of material to be deposited: Excavation of clean fill

c. Chemical composition of all toxic materials, whether such materials are enclosed In containers or deposited openly: _________________________ _

d. Potential chemical reactions of deposited materials yielding toxic products or concentrations of products hazardous to the ecosystem: _:.:;No=n..,e.._ _______________ _

e. Final height of filled area above seasonal high water table: ___________ _

f. Texture and composition of soil left after excavation: _ n_/ _a _______ ____ _

g. Slope of excavation:----------------- - -------h. Depth of water table or water level in inundated after excavation: _ __.n/._a _____ __ _

21. Other Information the Applicant deems necessary to meet the objectives of these regulations,

Sections 22a-36 to 22a-45 inclusive of the Connecticut General Statutes and P.A. 73-571.

s

Connect1(ut Department of

ENER GY & GISCODEI: ________ _

-

ENVIRONMENTAL PRO TECTION

Fo, DEEP U..Only

79 Elm Street• Hartford, CT06106-5127 www.ct.gov/deep Affirmative Action/Equal Opportunity Employer

Statewide Inland Wetlands & Watercourses Activity Reporting Form

Please complete and mail this form in accordance with the instructions on pages 2 and 3 to: DEEP Land & Water Resources Division, Inland Wetlands Management Program, 79 Elm Street. 3rd Floor, Hartford, CT 06106

Incomplete or incomprehensible forms will be mailed back to the municipal inland wetlands agency.


1. DATE ACTION WAS TAKEN: year: CIiek Here for Year month: CIiek Here for Month

2. CHOOSE ACTION TAKEN (see tnstructions for codes~ CIiek Here to Choose a Code

3. WAS A PUBLIC HEARING HELD (check one)? yes □ no □




5. TOWN IN WHICH THE ACTION IS OCCURRING {type name): Trumbull does this project cross municipal boundaries (check one)? yes D no 0 if yes, list the other town(s) in which the action is occurring (type name(s)): _,

6. LOCATION (dick on hyper1inks for information): USGS quad map name:Bridgeport or quad number: 109 subregional drainage basin number: 7106

7. NAME OF APPLICANT, VIOLATOR OR PETITIONER (type name): Fairview Avenue Real Estate, LLC

8. NAME & ADDRESS I LOCATION OF PROJECT SITE (type information): Lot 320 Sycamore Street

briefly describe the action/project/activity (check and type information): temporary D permanent 0 description: Single-family Dwelling

9. ACTIVITY PURPOSE CODE (see instructions for codes): CIiek Here to Choose a Code 8

10. ACTIVITY TYPE CODE(S) (see instructions for codes): c11ck for Code. CITck for Code, Cl~~ for Code. CH~~ for Code

11. WETLAND/ WATERCOURSE AREA ALTERED (type acres or linear feet as indicated):

wetlands: _0__ acres open water body: _0__ acres stream: Q linear feet

12. UPLAND AREA ALTERED (type acres as indicated): 0.18 acres

13. AREA OF WETLANDS/ WATERCOURSES RESTORED, ENHANCED OR CREATED (type acres as indicated): 0 acres


FORM COMPLETED: YES NO FORM CORRECTED / COMPLETED: YES NO

rev. 112018 e

IWWC APPLICATION CHECK LIST l\l l ~TOE: !'ll B'.\IITrt:P \\ ITII \PPLIC \TIO~ P \Cl\ \ GF.

MEETING DATE: ______ PROPOSED ACTIVITY: _ ____________ _

SUBMISSION DEADLINE: PROJECT LOCATION: _ ____ ____ ____ _

REQ'Oif check If Please provide one (1) digital copy along with the following: checked PROVIDED

I.□ I! Twelve (12) copies of FUllY COMPLETED Sections I and II of the Application.

!?.0 l!a Ten (10) copies of a five hundred foot (S00') radius contour map showins all contiguous upstream and downstream properties (1":100' scale). Available on the Town website Trumbull-ct.gov: Go to the Town Hall tab, 0ick on the Trumbull GIS Mapping tab, follow the prompts to the elevation contour map,

3.0 Oil One (11 copy of a Field Card: Obtained from Tax Assessor's Office or throush the Town website via Trumbull GIS Mapping.

,tO l'iJ A completed CT DEEP Activity Reporting Form - attached.

5.0 Oil List of names and addresses of all adjacent property owners within 75 feet of all property boundary lines.

6. 0 II Ten (10) FULL S9ZE copies of Site Plans (at a scale no greater than l "= 40' scalel showins: D □ Existing conditions and proposed site improvements. D D Two foot (2') contours depicting e1dstlng and proposed grading. D 0 Distance in feet to the closest point of disturbance to the wetlands and / or watercourse. D □ All activity within 100' (the regulated area) of the wetlands and / or watercourse. D □ Limits of disturbance. o □ Location of existing trees, woodland llmtts, shrubs and other significant vesetatlon. D □ Construction phasing and stagins plan. D 0 Site cross sections (as needed for clarity).

7 .□ IX! Ten (10) copies of proposed erosion and sedimentation control plan.

8.0 D Compliance with Administrative Policy for Stormwater management and Drainage Design Standards (avallable on the Town of Trumbull website under Engineerins Department).

9.0 D Additional information: D 0 Existing conditions Survev to A-2 Standards D 0 Demolition Plan D 0 Planting Plan □ □ Tree Removal & Tree Protection Plan D 0 Wetlands Flagging D □ Soil Report a D Elevation Certificate D 0 Site & Aerial photographs □ □ Other _________________________________ _

10.□ D Proposed design & specifications of on-site sewage disposal or any proposed connectlon(sl certified by an engineer.

11.0 IXI Feasible and prudent alternatives.

l!?.0 Qg Fec._$.,.56...,0 ___ _

PLEASE NOTE: Al'l'UCATIONS MISSING INFORMAnON OR DEEMED INCOMPLETE MAY BE DENIED BY THE COMMISSION

G \INLANO WETUINDS 2\FORMS\2018 Rev1s1'ms\2018 l2 12_APPUCATION CHECK LIST.do0t

EXISTING


LEGEND

CONTOURS

SPOT a.EVATION

PROPERTY LINE

BUILDING SETBACK

WATERCOURSE

TREE LINE

STONE WALL

LEDGE

STRUCTURE

EOG£ OF PAVEMENT

STORM SEWER PIPE

SANITARY SE~ PIPE

MANHOLE

CATCH BASIN

WATER

GAS

SANITARY LATERAL

ROOF' DRAIN

FOOTING DRAIN

UTILITY POLE

HYDRANT

GEO TEXTILE SILT FENCE/HA YBALES


PROPOSED

--c:mi---wpl ------

24• BCP

a· PVC

0 mc119

w

G

SAN

RD

FD

-0-

-6-

- -- -~ --=

FOR PROPERTY LOCATED AT SYCAMORE STREET


PREPARED FOR

MAY 19, 2015 REVISED: JUNE 12, 2015

REVISED: OCTOBER 13, 2015

LIST OF DRAWINGS

~ \..LI""

ii •

,i ! l'LlTTSVILLE"

' o•

I

LOCATION MAP SCALE: 1"•1,000'±

• • [, •

"''"

C-1

C-2

C-3

C-4

C-5

C-6

C-7

SITE PLAN

GRADING & UTILITIES PLAN

ROAD PROFILE



DETAILS I

DETAILS II

OWNER OF RECORD: EMILIO FERRI 50 HICKORY ST. TRUMBULL, CONNECTICUT 06611

APPLICANT: EMILIO FERRI 50 HICKORY ST. TRUMBULL, CONNECTICUT 06611

APPROVED BY THE INLAND WETLAND AND WATERCOURSE COMMISSION TOWN OF TRUMBULL

CHAIRMAN OR SECRET ARY DATE

PEREIRA -=LLC~ENGINEERING,LLC Civil • Environmental • Land Surveying One Enterprise Drive, Suite 312 Phone: (203J 944-9944 Shelton, CT 06484 Fax: (203 944-9945

JOSE C. PEREIRA, CT. P.E. No. 21079 DATE

-

\ I I

\

\ I I

N/F O'CONNELL,


MAP D10/LOT 434

\ \

I

'•:: '::~:1:c:: ·.:_ ·,i·•: .,., " .... ,: .. ,,. . :_,,:

NEW ~TLANDJ DEUNEA TION BY HENRY MOELLER, S<jlL SCIENTIST ON MARCH 13, 2009

\ \ / /

; - -~::;: :, -- -ii--....... ___ ... ___ -:-,-~-~~~:- - '.·:-::_ ... =~..;4: ~ -ii---,,, ,:.,.. C:"'

'\ ,:.,.. "§? L_

N/F POLIS,


MAP 010/LOT 324

EMILIO \ SYCAMORE ST. §? §? /

\

~~ ,:.,.. MAP DlO/L:T 321/32~ / ••• ff--·-·--::~TAE TREES

, / ,:.,.. ,:.,.. ;:? z: ~~- (4' OC)

I ·/ ,:.,.. . 'a ... 3£;-;;c~•-

\t"'' ;!!_,,, ,. ~I-~"--~ ,... " ::7··· --~ ,, ~1ar

I I

I I

5 N/F -t!, PAOLINI, RICHARD & SUSAN

#4285 MADISON AVE. MAP 010/LOT 435

DRAINAGE EASEMENT IN FAVOR OF LOT 319 &: LOT 320

LAWN

1 O' WIDE DRAINAGE EASEMENT IN FAVOR OF LOT 319

PARCEL 8 N/F

I I

/ F ARVIEW AVENUE REAL ESTATE, LLC

SYCAMORE ST MAP 010 /LOT 320

~ /1 12.8'

12.5'

Ji! LAWN

60'

PROPOSED DWELLING

PR~MLLING

BF=306.5

CONC WALK (TYP)

'

I I

I I

13.9' I

14'

7.6' 8.4'

I

b "'



/ /

20'

/

I I

I / ,. .s~ 5··~ : .•.•

LAWN

PARCEL A N/F

HURO REALTY, LLC . SYCAM OR': ST •.. ··--·· .... <"

MAP 010/LOT 319

60'

PROPOSED DlltEWNG FF=316.0

PROP~11MtwNG er=:ioe.s

IT DRIVEWA

EXIST WALL

I I

12.9'

I I

I I

EXIST SlOCKPILE TO BE REMOVED

N/F SMITH,

KAREN 8. #6 PINE ST.

MAP 010/LOT 329

f-l

- I 12-5'

N/F BIEDERMAN,

E~iCH P. & VIRGINA C. #12 PINE ST.

MAP D10/LOT 241

SAWCUT EXIST PAVEMENT (TYP)

GENERAL NO'IESI

1. ALL WORK SHALL CONFORM TD THE TOWN OF TRUMBULL STANDARDS AND SPECIFICATIONS OR IN THE ABSENCE THEREOF TO THE STATE OF CONNECTICUT DEPARTMENT OF TRANSPORTATION FORM 816, LATEST REVISION.

2- PRIOR lO CONSTRUCTION, CONTRACTOR SHALL FIELD VERIFY ALL EXISTING SITE CONDITIONS AND SHALL IMMEDIATI::LY REPORT ANY AND ALL DISCREPANCIES lO ENGINEER.

3. THE LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES ARE SHOWN IN AN APPROXIMATE MANNER ONLY AND HA VE NOT BEEN INDEPENDENTIL Y VERIFIED BY THE ENGINEER. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAIWRE TO EXACTILY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.

4. THE CONTRACTOR SHALL CONTACT "CALL BEFORE YOU DIG" LOCATING SERVICE AT 1-(800)-922-4455 AT LEAST SEVENTY-TWO (72) HOURS PRIOR lO THE START OF CONSTRUCTION IN ORDER TO HAVE ALL UTILITIES LOCATED AND MARKED,

5. PROPOSED DWELLINGS ARE TD BE SERVED WITH PUBLIC WA TIER AND SANITARY SEWERS.

6. ALL ROOF AND FOUNDATION DRAIN DISCHARGE PIPING SHALL BE 6" PVC PLASTIC PIPE (ASTM D 3034) SDR-35 WITH RUBBER GASKETS, BELL AND SPIGOT TYPE JOINTS.

7. ND STUMPS ARE TD BE BURIED ON SITE.

8. ANY DAMAGE TO EXISTING CURBS, SIDEWALKS, OR ANY OTHER APPURTENANCES DURING CONSTRUCTION WILL BE REPLACIED BY THE CONTRACTOR AT HIS EXPENSE.

9. ALL UTILITY WORK TO BE DONE IN ACCORDANCE WITH THE RESPECTIVE UTILITY'S REQUIREMENTS AND STANDARDS. IT WILL BE THE CONTRAClOR'S RESPONSIBILITY lO COORDINATE UTILITY RELATED WORK WITH THE RESPECTIVE UTILITIES. ALL COSTS, INCLUDING PERMIT FEES, SHALL BE INCLUDED IN THE PRICES BID FOR THE VARIOUS ITEMS OF WORK UNDER THIS CONTRACT.

10. APPLICANT TD PROVIDE AN IMPROVEMENT LDCA TIDN MAP/AS-BUILT SURVEY MAP AND CERTIFICATION LETTERS STATING INSTALLATION OF THE STORM DRAINAGE SYSTEM HAS BEEN COMPLETED IN ACCORDANCE WITH TRUMBULL'S DRAINAGE MANUAL AND THE INSTALLATION OF THE SANITARY SEWER SYSTEM HAS BEEN COMPLETED IN ACCORDANCE WITH THE lOWN OF TRUMBULL ENGINEERING DEPARTMENT REQUIREMENTS, AND THE IMPROVEMENTS ON EACH LOT HAS BEEN COMPLETED IN ACCORDANCE WITH THE DESIGN PLANS AND THE lOWN OF TRUMBULL STANDARDS ANO SUBMITTED TO THE WETILANDS AGENT AND TOWN ENGINEER FOR APPROVAL PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY.

11. ELEVATIONS DA TUM IS NORTH AMERICAN VERTICAL DA TUM OF 1988 AND WAS OBTAINED UTILIZING GUIDANCE POSITION SYSTEM (G.P.S.). THE GEOIO USED IS GEOIDD3. ELEVATIONS WERE DETERMINED FROM GPS OBSERVATIONS MADE ON 11-7-2013, IN ACCORDANCE WITH "GUIDELINES AND SPECIFICATIONS FDR GLOBAL NAVIGATION SATEWTE SYSTEM LAND SURVEYS IN CONNECTICUT" ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC.

12. BEARINGS REFERENCE NORTH AMERICAN DATUM OF 1983 ANO WAS OBTAINED UTILIZING GUIDANCE POSlllON SYSTEM (G.P.S.). THE GEOID USED IS GEOIDOJ. ELEVATIONS WERE DETERMINED FROM GPS OBSERVATIONS MADE ON 11-7-2013. IN ACCORDANCE WITH "GUIDELINES AND SPECIFICATIONS FOR GLOBAL NAVIGATION SA TEW TE SYSTEM LAND SURVEYS IN CONNECTICUT" ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS. INC.

13. THE TOWN ENGINEER REQUIRES APPROVAL OF THE ROAD GEOMETRY BY THE lOWN OF TRUMBULL PLANNING AND ZONING, ALL TOWN EMERGENCY SERVICES. POLICE DEPARTMENT TRAFFIC COMMISSION ANO THE BOARD OF EDUCATION.

14. STREET TREES, IF REQUIRED, SHALL BE PLANTED ON PRIVATE PROPERTY AND NOT THE TOWN RIGHT OF WAY. A PLANTING PLAN SHALL BE PREPARED AND SUBMITTED TO THE TOWl>I TREE WARDEN FOR APPROVAL

--------------------- BCLC (TYP) ----- ----- - -____ ... _____ -----;; STORM OCS-1

N/F VORIS,


MAP D10/LOT 303

\

I

/ // \

N/F

/ HAYES,


/ MAP D10/LOT 313 / '

N/F / FOGEL,

DENICE DANIELS & PHILIP I #42 LINDEN A VE.

MAP 010/LOT 3;4

RESIDENCE ZONE A ZONING STANDARDS

STANDARDS REQIIIRED PARCEL A (LOT 3111) PARCEL B (LOT 320)

MINIMUM LOT SIZE 0.500 ACRE 0.28 ACRE• 0.20 ACRE" (21,780 SQ. FT.) (12,375 SQ. FT.)• (8,750 SQ. FT.)•

MINIMUM ROAD FRONTAGE 125' 85.o'" 85.o·• MINIMUM YARDS:

FRONT 50' 30"±* 30'±:•

SIDE 20' 12'±• 12':t:•

REAR 50' 84:1:' 40:f:'*

MAXIMUM BUILDING HEIGHT 40• < 35• < 35'

MAXIMUM BUILDING COVERAGE 25% 14.5% 20.e,i:

MAXIMUM f.A.R. .29 .24 .29

• WAIVER GRANTED VOL 1357 PG 0417 TRUMBULL LAND RECORDS

CtRllFICATION

lrij~GINEERINM NO.

Civil • Environmental • Land Surveying One Enterprise Drive, Suite 312 Phone; (203l 944-9944 2 Shelton, CT 06484 Fax: 203 944-9945

1

-

REVISIONS

SY DATE

WJB 10/14/15 ENGINEERING COMMENTS EH 6 2 15 IWWC COMMENTS

/ STORM CB-4 NO CURB

REINFORCED TUR STORM MH-2--✓,,:._----;~"__._h VEHICULAR TURNING EASEMENT

SAN::-~

_,,.-,

STORM CB-3

REMARKS

-----11□

N/F MANCINI,

ETTORE L/U, GIOVANNA L/U, VISELLI. DONNA &


MAP D10/LOT 315

DES

OWN

CKD

;!; SYCAMORE STREET R=20'

BIT PAVEMENT ___. (TYP)----

/ FIRE HYDRANT (LOC~TION lO BE COORDINATED WITH FIRE MARSHALL

N/F TUCCI,

WJB

WJB

JCP

PREPARED FOR


MAP 010/LOT 242



BCLC (TYP)

STORM CB-2

SAN MH-2

NOT FOR CONSTRUCTION FOR REVIEW AND APPROVAL BY PUBLIC AGENCIES DNL Y


SITE PLAN

SCALE: 1 "=20'

20 0 20 40

SCALE: 1" = 20'

COPYRIGHT @ 2015

C SHEET_1_or_~7 __


\ \

\

\

,,,J , .. , . ' ·- - '-"' .,,. \ ) . ,. ,. .,,

NEW ~OS \DBJNEA:~--~; H~RY MO:~.--

\

N/F POLIS,


MAP D10/LOT 324

--------------

N/F VORIS,

ERIC R. & SARAH #19 CAMELOT DR. MAP D10/LOT 303

///\ N/F

/ HAYES,


MAP D10/LOT 313 \

\

N/F O'CONNELL,


MAP 010/LOT 434

N/F FERRI, EMILIO


"'

N/F FOGEL,

DENICE DANIELS & PHILIP /. #42 LINDEN AVE.

MAP D10/LOT 314

CERTIFICATION

tr~RNGLNEERING, ~ Civil • Environmental • Land Surveying One Enterprise Drive, Suite 312 Shelton, CT 06484

Phone: [203) 944-9944 Fax: 203 944-9945

SQ\L SCIENTIST ON MARCH 13, 2009

\ 6' X 6' \ PREFORMED ~R_,1,IOLE

/

I

NO. BY OAllC

/ I l

\ /

-... -··


INV=308.86 (INSTALL HOODED OUTLE1)

REVISIONS REMARKS

2 WJB 10/14/15 ENGINEERING COMMENTS EH 6 12 15 IWWC COMMENTS

/'

; , __ :;" ,::''.:};", c· ,. <' '

·,::: ,Iv

---------~-----------

~

--··

N/F MANCINI,


MANCINI, ANTHONY & RITA #3B LINDEN AVE,

MAP D10/LOT 315

DES

DWN

CKD

CTuJilx

X mTiiJ

WJB

WJB

JCP



GRADING AND U11J1Y NOlES:

1. lHE CONTRACTOR SHALL PRESERVE AND PROTECT EXISTING TREES 111-iERE POSSIBLE. REF'ER TO "SOIL EROSION AND SEDIMENT CONTROL PLAN" F'OR LIMIT OF DISllJRBANCE AND NOTES.

2. ALL TOPSOIL SHALL BE STRIPPED FROM PROPOSED DISTURBED AREAS AND STOCKPILED FOR USE IN FINAL LANDSCAPING. EXCESS TOPSOIL AND UNSUITABLE MATERIAL SHALL BE REMOVED AND REPLACED Willi SUITABLE MATERIAL AS APPROVED BY ENGINEER AT NO ADDITIONAL COST TO OWNER. ADDITIONAL (SCREENED} TOPSOIL REQUIRED F'ClR FINAL LANDSCAPING SHALL BE PROIIIDED AT NO ADDl110NAL COST TO OWNER. FINAL TOPSOIL DEPTHS SHALL BE 6-INCHES F'OR LAWN AREAS AND 9-INCHES FOR PLANT BEDS.

3. lHE CONTRACTOR SHALL COMPACT FILL UNDER ALL PARKING, BUILDING, AND DRIVE AREAS TO 95,i; OF lHE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D1557 (MODIFIED PROCTOR TEST}, OR AS DIRECTIEO BY lHE GEOTECHNICAL ENGINEER.

4. GRADE AWAY FROM BUILDINGS AT 2ll: MINIMUM. MINIMUM GRADE IN PAVED AREAS AND SIDEWALKS IS 1'1: (TYPICALLY 2,i;}.

5. CONTRACTOR IS RESPONSIBLE FOR PROVIDING TEMPORARY EXCAVATION SUPPORT ANO PROTECTION SYSTEMS CAPABLE OF SUPPORTING EXCAVATION SIDEWALLS AND OF RESISTING SOIL AND HYDROSTATIC PRESSURE AND SUPERIMPOSED AND CONSTRUCTION LOADS.

-------------r EXIST WALL

6. MANHOLE RIMS, CATCH BASIN GRATES, VALVE COVERS, AND OTHER SIMILAR STRUCTURES SHALL BE SET TO ELEVATIONS SHOWN, AND SHALL BE ADJUSTIEO 1/4" BELOW GRADE WllHIN PAVED AREAS. ALL EXISTING MANHOLE RIMS, CATCH BASIN GRATES, VALVE COVERS, AND OlHER SIMILAR STRUCTURES SHALL BE RESET F'LUSH WITH FINAL GRADES AS REQUIRED. ANY DAMAGED RIMS, TOPS, GRATES. AND VALVE COVERS SHALL BE REPLACED AT NO ADDl110NAL COST TO lHE OWNER.

BCLC (TYP)

PROPOSED DWELLING . .. . FF=3l6,0

G."=314.5 BF'=306.5

80' -e· PVC···;: .. 0 1.0'1: MIN

a• PVC 0 1.0'1: MIN

I ,

STORMWATER MANAGEMENT SYSTEM 45.S'LF - CULTEC R-330-XLHD

. • · • ·· .. PLASTIC GALLERIES (6 CHAMBERS) BOT OF GALLERY=296,90

. , ,,. , .. BOT OF STONE=296.15 . , ·~- ·~

-13001 -~,J--, -·-. ,

N/F SMITH,

KAREN 8 . #6 PINE ST.

C

;._-,,

--c:

z ~ <··-.. (/)

I

,_

I I

-.-. MAP D10/LOT 329

'F-EXIST SAN MH-1

TF=310.93 INV•304.99

EX INV=304.94

--;.,------=~ =cc: @;c".87 PVC O.J-_O.!,_,~---~-~~=~~ 28'-15" RCP O 2.2'1:

0' . ,. -~ .

- I

I

N/F BIEDERMAN,


MAP D10/LOT 241 STORM OCS-1

TF•313.68 (SEE DETAIL}

6'-15• RCP O o,o,i;


INV=308.86 _,,__ (INSTALL HOODED OUTLE1)

----- -.... I.

7. ALL EXISTING PAVEMENT WHERE UTILITIES ARE TO BE INSTALLED SHALL BE SAWCUT. AF'TER UTILITY INSTALLATION IS COMPLETED, THE CONTRACTOR SHALL INSTALL TEMPORARY AND/OR PERMANENT PAVEMENT REPAIR AS DETAILED ON THE DRAWINGS OR AS REQUIRED.

8. INFORMATION ON EXISTING UTILITIES HAS BEEN COMPILED FROM AVAILABLE INFORMATION INCLUDING UTILITY COMPANY AND MUNICIPAL RECORD MAPS AND FIELD SURVEY AND IS NOT GUARANTEED CORRECT OR COMPLETE. UTILITIES ARE SHOWN TO ALERT THE CONTRACTOR TO lHEIR PRESENCE. THE CONTRACTOR IS SOLELY RESPONSIBLE F'OR DETERMINING ACTUAL LOCATIONS AND ELEVATIONS OF UTILITIES INCLUDING SERVICES. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL CONTACT "CALL BEFORE YOU DIG" LOCATING SERVICE AT 1-(800)-922-4455 AT LEAST SEVENTY-TWO (72} HOURS PRIOR TO CONSTRUCTION AND VERIF'Y UNDERGROUND AND OVERHEAD UTILITIES LOCATIONS .

9. UTILITY CONNECTION DESIGN AS REFLECTED ON THIS PLAN MAY CHANGE SUBJECT TO UTILITY COMPANY REQUIREMENTS.

10. PROPER COORDINATION WITH THE RESPECTIVE UTILITY COMPANY SHALL BE· PERFORMED BY THE CONTRACTOR TO ENSURE THAT ALL UTILITY COMPANV'S (AND TOWN) STANDARDS FOR MATERIALS AND CONSTRUCTION METHODS ARE MET.

11. ALL UTILITY CONSTRUCTION IS SUBJECT TO INSPECTION PRIOR TO APPROVAL FOR BACKFILL. IN ACCORDANCE WITH THE APPROPRIATE UTILITY COMPANY AND/OR TOWN REQUIREMENTS.

12. ALL UTILITY WORK SHALL BE DONE IN ACCORDANCE WITH THE RESPECTIVE UTILITY COMPANV'S REQUIREMENTS AND STANDARDS. IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE THE WORK WITH THE RESPECTIVE UTILITY COMPANIES. ALL COSTS, INCLUDING PERMIT FEES, SHALL BE INCLUDED IN THE PRICES BID F'ClR THE VARIOUS ITEMS OF' WORK UNDER THIS CONTRACT.

13. PROPOSED WATER SERVICE SHALL BE INSTALLED A MINIMUM OF TEN FEET FROM ANY SANITARY SEWER PIPE. REF'ER TO lHE STATE OF CONNECTICUT DEPARTMENT OF PUBLIC HEALlH DRINKING WATER SECTION F'OR "WATER MAIN DESIGN AND CONSTRUCTION GUIDELINES" FOR ADDl110NAL INF'ORMA TION.

14. CONTRACTOR SHALL PROVIDE CONCRETE ENCASEMENT OF PIPING AND UTILITIES WHERE SEPARATION DISTANCES BETWEEN PIPING AND/OR UTILITY CROSSINGS ARE 12" OR LESS. ADDITIONAL PROTECTION MEASURES MAY ALSO BE REQUIRED BY ENGINEER AND WILL BE PROIIIDED BY CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.

15. ALL DISTURBANCE INCURRED TO TOWN, STATE, OR OTHER PROPERTY DUE TO CONSTRUCTION SHALL BE RESTORED TO ITS PREVIOUS CONDITION OR BETTIER, TO lHE SATISFACTION OF' THE RESPECTIVE TOWN, STATE, OR OTHER AUTHORITY.

16. lHE CONTRACTOR SHALL VISIT THE SITE AND VERIFY THE ELEVATION AND LOCATION OF ALL UTILITIES BY VARIOUS MEANS PRIOR TO BEGINNING ANY EXCAVATION. TEST PITS SHALL BE DUG AT ALL LOCATIONS WHERE SEWERS CROSS EXISTING UTILITIES, AND THE HORIZONTAL AND VERTICAL LOCATIONS OF THE UTILITIES SHALL BE DETERMINED. THE CONTRACTOR SHALL CONT ACT THE SITE ENGINEER IN THE

I 17.

EVENT OF ANY UNFORESEEN CONFLICTS BETWEEN EXISTING AND PROPOSED UTILITIES SO THAT AN APPROPRIATE MODIFICATION MAY BE MADE.

AN APPLICATION SHALL BE MADE AND AN APPROVAL OBTAINED FROM THE WJ>CA PRIOR TO CONSTRUCTION. SANITARY SEWER CONSTRUCTION SHALL COMPLY WITH LOCAL SEWER DEPARTMENT AND WJ>CA STANDARDS. SANITARY SEWER MAINS AND LATERALS MUST BE PRESSURE TESTIEO AND VIDEO INSPECTIEO AFTER COMPLETION OF lHE ROAD BASE AND PRIOR TO PAVING AND SUBMITTED TO THE r-~lf- -

11 ~-·vc-1 TF=313.70 ;:

- - ---- ---------- '-1➔-•-t 1 ---·-1·

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CONNECT NEW DOMESTIC/FIRE WATER SERI/ICE TO EXIST 8"

WATER MAIN. LOCATION TO BE VERIFIED IN FIELD. CONNECTION TO EXIST MAIN AND NEW LINE

SHALL BE CONSTRUCTED BY AN AOUARION WATER COMPANY

APPROVED CONTRACTOR

CONNECT NEW GAS SERVICE TO EXISTING GAS MAIN. LOCATION TO BE VERIFIED IN

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PREPARED FOR



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18. NEW STORM SEWER PIPING SHALL BE RELOCATIEO AS REQUIRED TO AVOID CONFLICTS WITH EXISTING PIPING AND UTILITIES AT NO ADDITIONAL COST TO OWNER.

19. EARlHEN SLOPES SHALL BE NO STEEPER lHAN 2H: 1V (JH: 1V SLOPES MAX FOR LAWN AREAS}. STEEPER SLOPES SHALL BE REINFORCED WITH RIPRAP AND MAY BE GRADED AT 2H:1V (MAX), UNLESS OTHERWISE DETAILED. THIS WORK SHALL BE PROIIIDED AT NO ADDITIONAL COST TO THE 0\1/NER.

20. IF GROUNDWATER IS ENCOUNTERED DURING CONSTRUCTION, THE CONTRACTOR SHALL INSTALL TEMPORARY PUMPING SYSTEMS, UNDERDRAINS. CURTAIN DRAINS, AND /OR OTHER MEASURES AS REQUIRED OR AS REQUESTED BY ENGINEER IN ORDER TO PROVIDE DRY, STABLE SUBGRADES. THIS WORK SHALL BE PROVIDED AT NO ADDITIONAL COST TO lHE OWNER.

21. SANITARY LATERAL PIPING SHALL BE SDR-35 PVC PLASTIC PIPE (ASTM D3034 SDR-35 WITH RUBBER GASKETS, BELL AND SPIGOT TYPE JOINTS. PIPING SHALL BE SET AT A MINIMUM SLOPE OF' 2ll:.

22. ALL GUTTERS, ROOF DRAINS, AND FOUNDATION DRAINS SHALL BE CONNECTIEO TO THE PROPOSED STORMWA TER MANAGEMENT SYSTEM AS REQUIRED BY ENGINEER •

23. ALL SOLID ROOF & FOOTING DRAIN PIPING SHALL BE 6" SCHEDULE 40 PVC PLASTIC PIPE (ASTM D1785} WITH SOLVENT YIELDED JOINTS, ALL PERFORATIEO F'OOTING DRAIN PIPING SHALL BE 6" SDR-35 PVC PERFORA nEO PLASTIC PIPE (ASTM 3034} WITH BELL AND SPIGOT, NO GASKET.

24. CONTRACTOR SHALL RELOCATE. REMOVE, AND/OR OTHERWISE MODIF'Y ANY EXISTING UTILITIES ENCOUNTERED DURING CONSTRUCTION AS REQUIRED TO AVOID CONF'LCTS WITH THE PROPOSED WORK AS DIRECTED BY ENGINEER AT NO ADDITIONAL COST TO OWNER.

25. ANY UTILITIES DAMAGED DURING CONSTRUCTION SHALL BE REPLACED BY CONTRACTOR AS DIRECTED BY ENGINEER AT NO ADDITIONAL COST TO OWNER.

26. CONTRACTOR SHALL F'LUSH AND CLEANOUT ALL NEW AND EXISllNG STORM SEWER SYSTEM (INCLUDING, BUT NOT LIMITIEO TO, CATCH BASINS, MANHOLES, AND STORM PIPING} LOCATIEO WITHIN PROJECT WORK AREA INCLUDING ANY STORM STRUCTURES & PIPING LOCATIEO DOWNSTREAM OF PROJECT WORK AREA TO ENSURE UNINHIBITED F'LOW OF' STORM WATER TO DISCHARGE POINT. ALL NEW STORM DRAINAGE MUST MUST BE VIDEO INSPECTED AF'TER COMPLETION OF THE ROAD BASE AND PRIOR TO PAVING AND SUBMITTED TO THE TOWN ENGINEERING DEPARTMENT F'ClR REVIEW AND APPROVAL. PRIOR TO ACCEPTANCE BY THE TOWN.

27, ANY AND ALL EXISTING SEWERS, DRAINS, AND/OR UTILITIES ENCOUNTERED OR DAMAGED DURING CONSTRUCTION SHALL BE RECONNECTIEO TO OPERATING SEWERS, DRAINS, ANO/OR UTILITIES AS DIRECTED BY ENGINEER AT NO ADDITIONAL COST TO OWNER.

28. FOOTING DRAINS SHALL BE LAID IN A CONTINUOUS TRENCH BACJ<FILLED WITH 3/4 INCH WASHED STONE, 12-INCHES All AROUND (MIN}, AND WRAPPED IN NON-WOVEN GEO TEXTILE FILTER FABRIC OR AS DIRECTED BY ENGINEER.

29. THE CONTRACTOR SHALL PROVIDE AS-BUILT RECORDS OF ALL CONSTRUCTION (INCLUDING UNDERGROUND UTILITIES} TO THE OWJIIER AT THE END OF CONSTRUCTION.

30. ALL EXISTING STRUCTURES, F'ENCES AND ANY OTHER ENCROACHMENTS INTO THE TOWN RIGHT OF WAY SHALL BE REMOVED BY OTHERS PRIOR TO lHE START OF CONSTRUCTION.

31. ALL ASPHALT AND OTHER DEBRIS PREVIOUSLY DEPOSITIEO ONSITE SHALL BE REMOVED AND DISPOSED OF PROPERLY.

32. ALL NEW UTILITIES SHALL BE INSTALLED UNDERGROUND.

33. A STREET OPENING PERMIT MUST BE OBTAINED FOR ANY WORK WITHIN lHE TOWNS RIGHTS OF WAY.

34. ALL ROADWAY WORK, SANITARY AND DRAINAGE WORK SHALL BE INSPECTIEO BY AN INDEPENDENT ENGINEER UNDER THE SUPERVISION OF A PROFESSIONAL ENGINEER (NOT THE DESIGN ENGINEER), ALL MATERIAL TESTING AND COMPACTION TESTING RESULTS SHALL BE SIGNED BY THE INSPECTING ENGINEER.

NOT FOR CONSTRUCTION SUB1V1;1,r , _,20 a 20 40

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COPYRIGHT @ 2015

DATE MAY 19. 2015

C SHEET _J_oF 7

CAD REF. NO. 06938ASE-A and B

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POLIS, STEPHEN A. & TERI J. #4293 MAD'SON AVE.

MAP D10/LOT 324

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EROSION CONTROL BLANKET

TEMPORARY TOPSOIL STOCKPILE SURROUNDED WITH GEOTEXTILE SILT FENCE

EIHIFICATION

Civil • Environmental • Land Surveying One Enterprise Drive, Suite 312 Phone: (203) 944-9944 Shelton, CT 06484 Fax: (203) 944-9945

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NOT FOR CONSTRUCTION FOR REVIEW AND APPROVAL BY PUBLIC AGENCIES ONLY

SEDIIIENTA'IICN AND EROSION CON1R0t. N01ES:

1. AUL EROSION AND SEDIMENT CONTROL MEASURES SHAUL BE CONSTRUCTED IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CONNECTICUT "GUIDELINES FOR SOIL EROSION ANO SEDIMENT CONTROL" (LATEST EDITION).

2. AUL LAND DISTURBANCE SHAUL BE KEPT TO A MINIMUM AND RESTABILIZA TION OF ANY DISTURBED AREAS SHAUL BE SCHEDULED AS SOON AS PRACTICAL

3. EROSION AND SEDIMENT CONTROL MEASURES SHAUL BE INSTALILED PRIOR TO CONSTRUCTION IW-IENEVER POSSIBLE.

4. AUL CONTROL MEASURES SHAUL BE MAINTAINED IN EFFECTIVE CONDlllON THROUGHOUT THE CONSTRUCTION PERIOD.

5. ADDl110NAL CONTROL MEASURES SHAUL BE INSTALILED DURING THE CONSTRUCTION PERIOD AS NECESSARY OR REQUIRED.

6, AUL CONTROL STRUCTURES SHAUL BE INSPECTED AND CILEANED PERIODICAUL Y. AUL SEDIMENT REMOVED FROM CONTROL STRUCTURES SHAUL BE DISPOSED OF IN A MANNER IW-IICH IS CONSISTENT WITH THE INTENT OF THE PLAN.

7. FOR EROSION AND SILTATION CONTROL, SILT FENCES AND/OR HAYBALE FILlERS SHALL BE INSTALILED AROUND AUL STOCKPILES OF FIUL MATERIALS; OR AS DIRECTED BY THE LOCAL AUTHORITY. ONCE STOCKPILES ARE IN PLACE THEY SHAUL BE SEEDED TO PREVENT EROSION.

8. CATCH BASINS SHAUL BE PROTECTED BY SILT SACK FILTERS AND AS SHOWN ON THE DRAWINGS THROUGHOUT THE CONSTRUCTION PERIOD UNTIL AUL DISTURBED AREAS ARE THOROUGHLY STABILIZED.

9. HAYBALE FILlERS AND/OR SILT FENCES WIUL BE INSTALILED AT AUL CULVERT OUTLETS AND ALONG THE TOE OF AUL CRlllCAL CUT AND FIUL SILOPES.

10. STORM WATER DISCHARGE AREAS WIUL BE PROTECTED WITH RIPRAP CHANNELS AND ENERGY DISSIPATORS AS REQUIRED AND/OR NECESSARY.

11. THE CONTRACTOR SHAUL KEEP AUL PUBLIC ROADWAYS CLEAN AND CLEAR OF AUL MUD DURING CONSTRUCTION AND SHAUL IMPLEMENT IW-IA TEVER MEASURES DIRECTED BY THE LOCAL AUTHORITY. SUCH MEASURES SHAUL INCLUDE, BUT ARE NOT LIMITED TO, THE CONSTRUCTION OF ANTI-TRACKING APRONS 12" DEEP IW-IERE SHOWN ON PLAN OR AS DIRECTED BY THE LOCAL AUTHORITY.

12. THE CONTRACTOR IS DESIGNATED AS SITE MONITOR AND IS RESPONSIBLE FOR IMPLEMENTING THIS EROSION AND SEDIMENT CONTROL PLAN. THIS RESPONSIBILITY INCLUDES THE INSTALILATION AND MAINTENANCE OF CONTROL MEASURES, INFORMING AUL PARTIES ENGAGED ON THE CONSTRUCTION SITE OF THE REQUIREMENTS AND OBJECTIVES OF THE PLAN, NOTIFYING THE INLAND ltl::TLANDS COMMISSION OF ANY TRANSFER OF THIS RESPONSIBILITY, AND FOR CONVEYING A COPY OF THE EROSION AND SEDIMENT CONTROL PLAN IF' THE TITILE TO THE LAND IS TRANSFERRED, THE SITE MONITOR SHAUL ALSO BE REQUIRED TO INSPECT AUL SOIL EROSION CONTROLS AFTER EVERY RAIN EVENT OR AT LEAST ONCE A ltl::EK.

SOIL EROSION AND SEDIMENT CON1R0t. NARRAlM:

1. THE EXISTING PROJECT SITE IS LOCATED ON SYCAMORE STREET IN TRUMBUUL CT, THE PARCEL AREA IS 0.79 ACRES AND IS CURREN'IL Y UNDEVELOPED.

THE PROPOSED PROJECT IS FOR THE CONSTRUCTION OF A NEW TOWN ROAD AND TWO RESIOENTIAL DWEUJNGS WITH ASSOCIATED DRIVEWAYS, AND PARKING AREAS,

THE SITE IMPROVEMENTS WIUL RESULT IN 0.79:1: ACRES OF SOIL DISTURBANCE AND A 0.27 ACRE NET INCREASE IN IMPERVIOUS SURF ACES, THE PROPOSED PROJECT SITE IS COMPRISED OF 2 WAlERSHEDS; ONE THAT DRAINS TO AN EXISTING PUBLIC STORM SEltl::R LOCATED ON PINE STREET, THE SIECOND WATERSHED DRAINS OFFSITE INTO AN UNNAMED BROOK. THE FOLLOWING MEASURES HA VE BEEN IN CORPORA TED INTO THE STORMWATER MANAGEMENT PLAN TO HELP IMPROVE THE QUALITY OF THE STORM WAlER, AND REDUCE THE OVERAUL FILDW OF STORMWAlER LEAVING THE SITE: HOODED OUTILETS WITH DEEP SUMPS, PREFORMED SCOUR HOLE, AND STORMWAlER QUALITY TREATMENT DE'IICES.

THE PROPOSED PROJECT INVOLVES THE FOULOWING CONSTRUCTION:

• TREE REMOVAL, AND SITE REGRADING. * CONSTRUCTION OF NEW TOI™ ROAD. • CONSTRUCTION OF RESIDENTIAL Dltl::LLJNGS. * CONSTRUCTION OF NEW DRIVEWAYS, PARKING AREAS, AND SIDEWALKS. • CONSTRUCTION OF NEW STORMWA lER COLILECTION AND MANAGEMENT SYSTEM

CONSISTING OF NEW PIPING, STORMWA lER QUALITY TREATMENT DE'IICES AND UNDERGROUND GALILERIES.

• STABILIZATION OF DISTURBED AREAS WITH PERMANENT GRASS AND LANDSCAPING TREA lMENTS.

2. THE PROJECT SITE, AS MAPPED IN THE USDA NATURAL RESOURCES CONSERVATION SERVICE lt1::B SOIL SURVEY, CONTAINS: URBAN LAND-CHARLTON-CHA lFIELD (MAP UNIT SYMBOL: 273C) AND RIDGEBURY, LIECESTER AND WHITMAN (MAP UNIT SYMBOL: 3). THE ONSITE SOILS ARE CONSIDERED HYDROLOGIC SOIL GROUP RATING B AND D

3, THERE ARE NO WETLAND AREAS ON THE PROJECT SITE, HOWEVER A PORTION OF THE SITE FAULS WITHIN THE TOWN'S REGULA TED AREA.

4. PRIOR TO COMMENCEMENT OF CONSTRUCTION, A PRECONSTRUCTION MEETING IS TO BE HELD WITH THE DESIGN ENGINEER, OWNER, GENERAL CONTRACTOR, ANO REPRESENTATIIIES FROM THE TOWN OF TRUMBUUL (INCLUDING THE TOI™ ENGINEER, AND /OR ZONING ENFORCEMENT OFACER)

5. IT IS ANTICIPATED THAT CONSTRUCTION WILL COMMENCE IN SUMMER 2015 AND WIUL BE COMPLETED BY SUMMER 2017.

6. REFER TO THE SOIL EROSION AND SEDIMENT CONTROL NOTES FOR MORE INFORMATION REGARDING SEQUENCING OF MAJOR OPERATIONS DURING THE CONSTRUCTION PROCESS.

7. MAINTENANCE OF THE EROSION CONTROLS SHAUL CONSIST OF INSPECTION AT THE START OF EACH WORK DAY WITH SPECIAL ATTENTION AFFORDED FOULOWING STORM EVENlS. NOTED DEFICIENCIES SHAUL BE CORRECTED IMMEDIATELY. BUILT UP SIEDIMENT SHAUL BE REMOVED FROM EROSION CONTROL DE'IICES AND DISPOSED OF IN A MANNER CONSISTENT WITH THIS PLAN, ADDlllONAL SEEDING OR MULCHING SHAUL BE EMPLO'r'ED AS REQUIRED. WHERE CONSTRUCTION ACTIVITIES HA VE PERMANENTLY CEASED OR HAVE TEMPORARILY BEEN SUSPENDIED FOR MORE THAN SEVEN DAYS, OR WHEN FINAL GRADES ARE REACHED IN ANY PORTION OF THE SITE, STABIUZA TION PRACTICES SHAUL BE IMPLEMENTED WITHIN THREE DAYS. AREAS WHICH REMAIN DISTURBED BUT INACTIVE FOR AT LEAST THIRTY DAYS SHAUL RECEIVE TEMPORARY SIEEDING AND /OR MULCHING IN ACCORDANCE WITH THE SOIL EROSION GUIDELINES.

8. STORMWAlER MANAGEMENT DESIGN CRllERIA UTILIZES THE APPLICABLE SECTIONS OF THE CONNECTICUT STORMWATER QUALITY MANUAL TO THE GREATEST EXTENT POSSIBLE. EROSION AND SEDIMENTATION MEASURES ARE BASED UPON ENGINEERING PRACTICE, JUDGMENT, AND THE APPLICABLE SECTIONS OF THE 2002 CONNECTICUT GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL

9. DETAILS FOR THE TYPICAL STORMWAlER MANAGEMENT AND EROSION AND SEDIMENTATION CONTROL MEASURES ARE DEPICTED ON THE APPROPRIATE DETAIL SHEETS FOR THIS PROJECT.

10. CONSERVATION PRACTICES TO BE USED ARE AS FOLILOWS:

• MINIMIZE THE DISTURBED AREAS DURING CONSTRUCTION. • MINIMIZE IMPERVIOUS AREAS. • STABILIZE DISTURBED AREAS AS SOON AS POSSIBLE WITH TEMPORARY OR

PERMANENT MEASURES. • UTILIZE APPROPRIATE CONSTRUCTION EROSION AND SEDIMENTATION MEASURES • • UTILIZE A STORMWATER POULUTION PREVENTION PLAN (SWPP) DURING AND

AFTER CONSTRUCTION FOR MONITORING AND MAINTENANCE OF TEMPORARY AND PERMANENT MEASURES.

11. THE STORMWATER DRAINAGE CALCULATIONS SHAUL BE CONSIDERED A PART OF THE EROSION AND SEDIMENTATION CONTROL PLAN. THE STORMWAlER MANAGEMENT REPORT INCLUDES lliE FOULOWING:

• WATERSHED MAPPING AND HYDRAULIC MODELING. • PRE-DEVELOPED AND POST-DEVELOPED SITE CONDlllONS AND STORMWATER

FILOWS,

0 20

IN_LAND ' 1ETLANOS COMMISSION SCALE: 1" ~ 20'

PROPOSED SITE DEVELOPMENT PLANS COPYRIGHT © 2015


DATE __ M_A_Y_1~9_,_2~0_1_5 __

C SHEET~ OF -~7 __

40

SCALE: 1 "=20' CAD REF. NO. 0693BASE-A and B

4 (15 cm) @

.. ... .. .. .. .. .. .. .. ... .. .. .. . .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. ... V .. .. ,. .. .. .. .. ..

1. PREPARE SOIL BEFDRE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED. NOTE: \\tiEN USING CELL-0-SEED DO NOT SEED PREPARED AREA. CELL-0-SEED MUST BE INSTALLED WITH PAPER SIDE DO~.

2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN A 6" (15cm) DEEP X s· (15cm) WIDE TRENCH . I>

2 EACH DUMP STRAPS

EXPANSION RESTRAINT ( 1 / 4 • NYLON ROPE, 2" FLAT WASHERS)

WITH APPROXIMATELY 12" (30cm) OF BLANKET EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE BLANKET WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30cm) APART IN THE BOTTDM OF THE TRENCH. BACKflLL AND COMPACT THE TRENCH AFlER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" (30an) PORTION OF BLANKET BACK OVER SEED AND COMPACTED SOIL SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED APPROXIMATELY 12" (30cm) APART ACROSS THE WIDTH OF THE BLANKET.

INSTALLATION DETAIL BAG DETAIL

DUMP STRAP

3. ROLL THE BLANKETS (A.) DO~ OR (B.) HORIZONTALLY ACROSS THE SLOPE. BLANKETS WILL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES IN APPROPRIATE LOCATIONS AS SHO~ IN THE STAPLE PATlERN GUIDE. lltiEN USING OPTIONAL DOT SYSTEM , STAPLES/STAKES SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN.

4. THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY 2·-s· (5cm-12.5cm) OVERLAP DEPENOING ON BLANKET TYPE. TO ENSURE PROPER SEAM ALIGNMENT, PLACE THE EDGE OF THE OVERLAPPING BLANKET (BLANKET BEING INSTALLED ON TOP) EVEN WITH THE COLORED SEAM STITCH ON THE PREVIOUSLY INSTALLED BLANKET.

5. CONSECUTIVE BLANKETS SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE 3• (7.5cm) OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" (30cm) APART ACROSS ENTIRE BLANKET WIDTH.

6. SPcCIFICA TION: TH£ EROSION CONTROL 81.ANKF:T SHALL 8£ A MACHIN£-PRODUC£D MAT OF 70:r AGRICIJL TURAL STRAW/ 30Jr COCCNUT Fl8£R MATRIX STITCHED WITH D£GRADA8L£ THR£AD 8£TW££N A UV STA8/UZ£D TOP N£TTING AND A STANDARD POL YPROPYL£N£ BOTTOM N£TT/NG. THE: PRODUCT HAS A F'IJNCTIONAL LONGE:v/TY OF UP ro 24- MONTHS.

TH£ 8LANK£T SHALL 8£ OF CONSIST£NT THICKN£SS KITH TH£ STRAW E:V£NLY DISTRl8UT£D 01,f'R TH£ £NTIR£ ARO. OF TH£ MAT. THE: 8LANK£T SHALL 8£ COVE:RED ON TH£ TOP AND BOTTOM SID£$ 111711 UGHT'f£1GHT PHOTODE:GRADABL£ S£IW TOGE:TH£R ON 1.50 INCH (3.81 CM) CENTERS (50 STICH£$ P£R ROLL WIOTH) 111TH D£GRADA81.£ THR£AD.

INSTALLATION STAPLE: PATTERNS SHALL 8£ Cl.£ARL Y MARKEO ON TH£ EROSION CONTROL 81.ANKIT KITH £NVIRONM£NTALL Y SAF£ PAINT. THE: 8LANK£T SHALL 8£ MANUF'ACTUR£D 111711 A IXILOR£D UN£ OR THRE:AO STITCHEJJ ALONG BOTH OUTER EOG£$ (APPROXIMAT£LY 2-5 INCH£$ [5-12.5 CM} FROM TH£ EOG£) TO £NSIJR£ PROPf:R MAT£RIAL OVE:RLAPP/NG.

TH£ STRAW £ROS/ON CONTROL BLANKIT SHALL 8£ MOD£L SC150 AS MANUFACTURED BY NORTH AM£RICAN GR£EN. OR £QIJIVAL£NT. (LOCAL DISTRIBUTOR, CONSTRUCTION MATERIALS (203) 335-1873)

NOTE: •IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN s· (15cm) MAY BE NECESSARY TO PROPERLY SECURE THE BLANKETS.

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THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY REQUIRE PERIODIC REPLACEMENT OF STONE AND/OR ADDITIONAL APRON LENGiH. ALL SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC RIGHTS-OF WAY MUST BE REMOVED IMMEDIAlELY.

CONSTRUCTION ENTRANCE I CE I NOT TO SCALE


NO. BY DATE RfMARKS

LLC ENGINEERJNG, LLC Civil • Environmental • Land Surveying One Enterprise Drive, Suite 312 Phone: (203l 944-9944 Shelton, CT 06484 Fax: (203 944-9945

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PIPE DIA 1r 15" 18" 24" 30" 36" B 8 10 12 16 20 24 C 9 11 14 18 23 27 d Oeoends on ri rao size

2So 2.0 3Sn 3.0

ENDWALL F-So 1.0

3: 1 SIDE SLOPE

CULVERT END

IE ...

..,

1 FT GEOTEXTILE {SEPARATION) SHOULD FIELD CONDITION WARRANT

24" CPP EMERGENCY OVERFLOW RISER AT

3' ABOVE BOTTOM OF SEDIMENT TRAP (TYP)

WATER SURFACE

4• FAIRCLOTH SKIMMER BY WIWAM FAIRCLOTH

(919) 732-1244

NOTES: SECTION x-x 150 MM (6 IN.) GRANULAR FILL FOR MODIFIED/lNTERMEDIA TE RIPRAP ANO

Sp = INSIDE PIPE DIAMETER Rp = INSIDE PIPE DIAMETER d = 12" MODIFl£D RIPRAP

300 MM (12 IN.) FOR STANDARD RIPRAP

-

18" INTERMEOIA TE: RIPRAP 36" STANDARD RIPRAP

-

PREfQRMEP SCOUR HQ E I OPI NOT TO SCALE • •

- - - - - - - -.. " It--------~ -

3 E 1[7

4'-0"

TEMPORARY sm1MENT TRAP I TST I NOT TO SCALE • •

STABILIZE ENTIRE PILE WITH VEGETATION OR COVER

/MIN.SLOPE HAY BALES OR SILT FENCE MIN. SLOP~

TQPSQIL STOCKPH E I TTS I NOT TO SCALE

INSTAI I ADON NOTES 1. AREA CHOSEN FOR STOCKPILING OPERATIONS SHALL BE DRY AND

STABLE. 2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 2H:1V. 3. UPON COMPLETION OF SOIL STOCKPRJNG, EACH PILE SHALL BE

SURROUNDED WITH EITHER SILT FENCING OR HAY BALES, THEN STABILIZED WITH VEGETA TlON OR COVERED.

4. SEE SPECIFICATIONS (THIS SHEET) FOR INSTAULATION OF SILT FENCE.

--



SCALE: AS NOTED

2.6 3.0 4.0 5.0 6.0 3.9 4.5 6.0 7.5 9.0 1.3 1.5 2.0 2.5 3.0

TEMPORARY EMBANKMENT SLOPE 3: 1 MAX

--

COPYRIGHT @ 2015

DA TE ---"-M,.,._A,_.,_Y_1~9"--"2=0~15~_

C SHEET _.5__ OF -~7 __


FRONT \1EW

1" PVC ANTI-SIPHON PIPE ADAPTER

REMOVABLE WATERTIGHT CCESS PORT, 6" OPENING

OUTLET PIPE (HIDDEN) SIDE \1EW

SNOUT OIL-WATER-DEBRIS SEPARATOR

QQNFIGYRADON DETAIL

NOTES:

1. ALL CATQi BASINS AND YARD DRAINS SHALL BE PROVIDED WITH HOODS AND 1RAPS AS MANUFACTURED BY BEST MANAGEMENT PRODUCTS. INC. (PHONE: (860) 434-0277) OR APPROVED EQUAL. IN ADDITION, S1RUC1URES EQUIPPED WITH HOODED OUTI.ETS SHALL BE PROVIDED WITH 48" DEEP SUMPS, MINIMUM.

2. ALL HOODS SHALL BE CONSTRUCTED OF A GLASS REINFORCED RESIN COMPOSITE WITH ISO GEL COAT EXTERIOR FINISH WITH A MINIMUM 0.125" LAMINATE THICKNESS.

3. ALL HOODS SHALL BE EQUIPPED WITH A WATERTIGHT ACCESS PORT, A MOUNTING FLANGE, ANO AN ANTI-SIPHON VENT AS DRAWN. (SEE CONFIGURATION DETAIL)

4. THE SIZE ANO POSlllON OF THE HOOD SHALL BE DETERMINED BY CUTI.ET PIPE SIZE AS PER MANUFACTURER'S RECOMMENDATION.

5. THE BOTTOM OF THE HOOD SHALL EXTEND DOWNWARD A DISTANCE EQUAL TO 1/2 THE OUTLET PIPE DIAMETER WITH A MINIMUM DISTANCE OF 6" FOR PIPES <12" 1.0.

6. THE ANTI-SIPHON VENT SHALL EXTEND ABOVE HOOD BY MINIMUM OF 3" AND A MAXIMUM OF 24" ACCORDING TO S'IRUCTURE CONFIGURATION.

7. THE SURFACE OF THE S1RUC1URE l'lliERE THE HOOD IS MOUNTED SHALL BE FINISHED SMOOTH AND FREE OF LOOSE MA TERI AL

8. THE HOOD SHALL BE SECURELY ATTACHED TO STRUCTURE WALL WITH 3/8' STAINLESS STEEL BOLTS AND OIL-RESISTANT GASKET AS SUPPLIED BY MANUFACTURER. (SEE INSTALLATION OETAIL)

9. INSTALLATION INSTRUCTIONS SHALL BE FURNISHED 'MTH MANUFACTURER SUPPLIED INSTALLATION KIT. INSTALLATION KIT SHALL INCLUDE: A. INSTALLATION INS1RUCTIONS B. PVC ANTI-SIPHON VENT PIPE AND ADAPTER C. OIL-RESISTANT CRUSHED CELL FOAM GASKET WITH PSA BACKING D. 3/8" STAINLESS STEEL BOLTS E. ANCHOR SHIELDS

SEE NOTE"

OU11..ET PIPE

4

.• 4

ANTI-SIPHON DEVI...,..._-,., SNOUT . .<

OIL-DEBRIS HOOD

OL AND DEBRIS ... .,

•

... ., .

,- . ., .

'NOTE- SUMP DEPTH OF 48" MIN.

IYPICAL INSTALLATION

1-f" CLASS 2 BITUMINOUS CONCRETE SURFACE COURSE

1-f" CLASS 1 BITUMINOUS CONCRETE BINDER COURSE


Oa 0 0 0 0 0 0 0 0

Oo 0 0 0

Oo 0 0 0

Oo 0 0 0

Oo 0 0 0

lo

PRIYEIAY-BIJUMINOUS CQNCREJE PAVEMENT NOT TO SCALE

/

SAWCUT EXISTING PAVEMENT

r2" BITUMINOUS CONCRETE

II / SURFACE COURSE, CLASS 2 (MIN)

CLEAN EDGE PRJOR TO ?Al/ING AND PAINT WITH LIQUID BI7l.JMEN I 2" BITUMINOUS CONCRETE

f / BINDER COURSE, CLASS 1 (MIN)

SAWOJT

FOAM GASKET W PSA BACKING-

(TRIM TO LENGTH)

ANaiOR W/ BOLT MOUNTING FLANGE

-,-...J..':aji~;:-l(SEE DETAIL A)

D

GASKET COMPRESSED

BETWEEN HOOD

INSTALLATION NOTE:

POSITION HOOD SUCH THAT BOTTOM FLANGE 15 A DISTANCE OF 1 /2 OU11..ET PIPE DIAMETER (MIN.) BELOW THE PIPE INVERT. MINUMUM DISTANCE FOR PIPES < 12" 1.0. IS 6".

PFTAH A · • AND STRUCTURE (SEE DETAIL B)

DRILLED ~l~AINLESS HOLE I \ ~I BOLT

EXPANSION CONE (NARROW END OU'!)

INSTALLA]ON DETAIL

I

l'-611 MIN. 1'-611 MIN.

NOTE: ASPHALT THICKNESS AS PART OF FINAL RES-:-ORATION SHALL MATCH THE THICKNESS OF THE EXISTING ROAD OR THE MINIMUM OF 4", \AJHICHE\iER IS GREATER.

EXISTING PAVEMENT

HOODED oun ET COYER DETAIL PERMANENT PAVEMENT REPAIR

NOT TO SCALE

TEST PIT RESULTS

CLIENT: EMILIO FERRI

JOB NAME: SYCAMORE STREET: TRUMBULL, CT (PE #()693)

TESTING DA TE: JANUARY 5, 2015

JEST PIT #31 Q


36" - 52" ORIGINAL TOPSOIL

52 - 60" ORANGE BROIMII FINE SANDY LOAM

•NO GROUND WATER •NO MOT11JNG •NO LEDGE 'ROOTS AT 42"

TEST PJT #320


48 - 62" ORIGINAL TOPSOIL

62 - 72" ORANGE BROWN FINE SANDY LOAM

'NO GROUND WATER 'NO MOT11JNG 'LEDGE AT 72" 'ROOTS AT 60"

PERC HOLE NO, 319

'HOLE DIAMETER = s.o· 'HOLE DEPTH = 13.5" (Total Depth = 48")

TIME TIME INCREMENT

10:22 5 MIN. 10:27 5 MIN. 10!32 5 MIN. 10:37 5 MIN.

DEPTH TO WATER

4_5• s.o•

DROP IN INCHES

0.5"

USE 20.0 MIN/lNai

PEBC HOLE NO 320

•HOLE DIAMETER = 8.0" •HOLE DEPTH = 13.5" (Total Depth = 48")

TIME TIME DEPTH TO DROP IN INCREMENT WATER INCHES

11: 42 5 MIN. 3.0" 11:47 5 MIN. 3.25" 11: 52 5 MIN. 3.5" 11:57 5 MIN. 3.75" 12: 02 5 MIN. 4.0"

0.25" 0,25• 0.25" 0.25"

USE 20.0 MIN/INCH

NOT TO SCALE

6" PVC OUTLET

1.5" TO 2.0" DIA. '2'.', CLEAN BROKEN STONE _,,C'':,

~ ":.,,

6" PVC INLET

6" PVC OUTLET

,

1.5" TO 2.0· DIA. .Y·f, CLEAN BROKEN STONE ~ ~C:

C: 6" PVC INLET

l}>~~~EERINIM Civil • Environmental • Land Surveying One Enterprise Drive, Suite 312 Phone:

1203l 944-9944

Shelton, CT 06484 Fax: 203 944-9945

FINISHED GRADE r 6" TOPSOIL (MIN.)

CVLJEC B-33Q-X! HD LOT 319

NOT TO SCALE

FINISHED GRADE

6" TOPSOIL (MIN.)

C\JLJEC B-33Q-XLHP LOT ,320

NOT TO SCALE

fl ATION

NO. BY DATIC

1 WJB 10 14 15


296.90


298.90 · ..

298.40

95.90

REVJSIONS

ENGINEERING COMMENTS

~

REMARKS

I 24"x24" GRATE

I , .. •

', •

•

' • .. • . ' ·'

·• ..

. ! . :z , :ii ' l ...

• .. . .. •;.L . • • . . . . .. -~ ~ .. • . • . '

•• o' • n• '

CAST IRON FRAME &: GRATE /(TYP.)

" "' •· . . '•

. ... ' . ..

: • _>

'· • • b

I . ' lo •

·• . . , ? • . . ·"" .

, . • •' • co

••

A

L ~ RECAST CON

TYP.)

~ ..

CRETE~

3'-0'"

I X~'t

,-r

••••••• A

••••••• • •••••• • ••••••• 0 I ••••••• -;.,

_J ••••••• •••••••

, __ 28"x28" FRAME

NOTE: SECTION A-A PLAN YARD DRAIN TO BE AS MANUFACTURED BY CONNECTICUT PRECAST CORP., MONROE, CT OR EQUIVALENT.

YARD DRAIN NOT TO SCALE

PREPARED FOR DES WJB EMILIO FERRI DWN WJB FOR PROPERTY LOCATED AT

LOT #319 & #320 SYCAMORE STREET CKD JCP TRUMBULL, CONNECTICUT

2" CLASS 2 BllUMINOUS CONCRETE SURFACE COURSE

2" CLASS 1 BITUMINOUS CONCRETE BINDER COURSE


'lo-

Oo

MACHINE FORMED BITUMINOUS

CONCRETE UP CURB -

BITUMINOUS CONCRETE PAVEMENT (SEE DETAIL)

9•

Oo

TOPSOIL

· .... · · .... ·.. . ..

. -.. - .:

Oo 0 o Oo 0 Oo o

Oo 0 0 0

0 0 0 0 0

Oo O 0

Oo 0 o Oo 0 Oo 0

Oo 0 0 0

Oo 0 0 0

0 0

Oo O APPLY TACK COAT

Oa 0 0 0

0 0 0 0 0 OOo Oa

0 0 0

Oo 0 0 0

I 1 I ' I t

Oo O 0 0 0 0 Oo OOo

I I I I I I

RQADWAY-BIJUMINOUS CQNCREJE PAVEMENT BIJUMINOUS CONCRETE WP CURB NOT TO SCALE NOT TO SCALE

REINFORCED TURF TOPSOIL MIXTURE AND SEED

3/4" WASHED CRUSHED STONE

WO\IEN GEOTEXTILE FABRIC

'lo-

'lo-

'/,o

/?°7:~"7&'----UNDISTURBED, SUITABLE EARTH OR

RE!NfOBCFJl JURE NOT TO SCALE

APPROVED COMPACTED FILL MATERIAL

15" RCP INLET

WEIR WALL

PR0\1DE GASKETED WATERTIGHT BOLTED MANHOLE COVERS

PROVIDE GASKETED WATERTIGHT BOLTED MANHOLE COVERS 15" RCP OU11..ET

FINISHED GRADE

STEEL REINFORCEMENT SEE NOTES

15" RCP OUTLET INV=307.50

24"

.•

' ... •

:,

SECTION A-A

NOTES:

15" RCP INLET 25 YR STORM EL=309.49

TOP \\flR EL=310.11

NOTCH INV=309.35 15" RCP IN T INV=308.86 24" RCP INLET INV=308.11

4" ORIFICE INV=307,50

12" GRAVEL BEDDING


1. MINIMUM CONCRETE COMPRESSI\IE STRENGTH: 4,000 PSI O 28 DAYS. 2. DESIGN LOADING: AASHTO HS-20.

15" RCP INLET

15" RCP OUTLET

3. MEETS OR EXCEEDS ASTM C478, AASHTO M-199, AND CTDOT SPECIFICATIONS. 4. STEEL REINFORCEMENT CONFORMS TO ASTM A-185 AREA 0.18 SQ.IN./VERT. FT. 5. TYPE III AIR-ENTRAINED CONCRETE.

; ( \ .

... ··. )

.... : .

, .

PLAN

I I '- ./ \ ..-- ......_ I (_~

·,·.: 4, •

SECTION B-B

24" RCP INLET

.. .. •

~

'/,o ..

15" RCP INLET

24" RCP INLET

15" RCP INLET

4• ORIFICE INV=307.50

6. JOINTS SHALL BE SEALED WITH A BUTYL RUBBER SEALANT CONFORMING TO ASTM C443 AND C990, AASHTO M-198 TYPE B AND/OR FEDERAL SPECIFICATION SS-S-00210 (201-A),

7. STEPS SHALL BE 1/2" DIA. STEEL REINFORCED COPOLYMER STEPS CONFORMING TO ASTM C478, AASHTO M-199, AND OSHA REGULATION 29 CFR 1910.27. STEPS SHALL BE CAST IN VERTICAL ALIGNMENT.

8. BASE SECTION IS MONOLITHIC. 9. AS MANUFACTURED BY CONNECTICUT PRECAST CORP. - MONROE, CT. OR APPROVED EQUAL

OU] EI CONTROL SJRUCWBE NOT TO SCALE

NOT FOR CONSTRUCTION FOR REVIEW ANO APPROVAL BY PUBLIC AGENCIES ONLY


DETAILS I

SCALE: AS NOTED

COPYRIGHT @ 2015

DATE MAY 19 2015 -----~-----

C SHEET__§_ OF -~7 __


MANHOLE FRAME & COVER

8"

3' CONE

-++tt--'3" MIN

ADJUST TO GRADE WITH MAX OF FOUR COURSES OF BRICK

PRECAST REINFORCED CONCRETE MANHOLE ECCENTRIC CONE

MINIMUM REINFORCING 0.12 SQ IN PER LINEAR FOOT OR AS SPECIFIED

NON SKID LUG

C

L 1 1/2"

C

_J

WATER MAIN

SAND CUSHION

SANITARY OR STORM SE\\1:R PIPE (PIPE TO BE SUPPORTED IN PLACE)

18" MINIMUM CLEARANCE

0 SANITARY OR STORM SEWER PIPE (PIPE TO BE SUPPORTED IN PLACE)

0 18" MINIMUM CLEARANCE

SAND CUSHION

WATER MAIN


10' MIN. CLEARANCE

12· WATER MAIN

•· ' • '

2'-8 3 4• 12·

PRO'IIDE SPECIFIED PRECAST CONCRETE TOP WITH INTEGRAL FRAME & GRATE

12·

3 13/16"

MAXIMUM CORBEL 'b

1'-8 3 " PROPOSED GRADE

10 13 16"

... 2 1/4" MIN UFllNG HOLES (TYP) (FILL WITH MORTAR)

PRECAST REINFORCED CONCRETE TONGUE AND GROOVE RISERS MANUFACTURED IN 1',2',3' & 4' LENGTHS

CROSSING UNDER WATER MAIN CROSSING OVER WATER MAIN PARALLEL TO WATER MAIN < .. 7 5/8"

TOBE3" ..!, 7 5/8"

MINIMUM DEPTH UNLESS SPECIFICALLY ORDERED OTHERWISE UNDER TRAVEi.WAY l'v,;

11/g"

UNDER UNlRA RISER VARIES

RISER VARIES

BASE 4' MIN

♦--~~;;;;;;;======:P,rt-- PREFORMED PLASTIC GASKET OR FLEXIBLE WATERTIGHT RUBBER GASKET

• <O

7" TYP 5" WALL

KNOCKOUTS AS REQUIRED

PICK HOLE

PLAN

35 1/2"

I 26 1/4" I 1 _____ ____. '

{1 1/8" I I It 8''

6" (WASHED) CRUSHED STONE BASE


5' OR 6' DIA PRECAST BASES MAY BE

Jf' ':_' ''.Jh USED WliEN REQUIRED DUE TO SIZE OR NUMBER OF PIPES AT THE MANHOLE. PRECAST REDUCERS WILL BE PLACED ABOVE THE 5' & 6' BASES AS DIRECTED BY THE ENGINEER. WALL THICKNESS TO INCREASE 1" FOR EACH 1' OF INSIDE DIAMETER INCREASE

EXPANSION PLUG

'./:·.••···1:2· .·•N'.··.:·v. "· .. ~-..

1 12· J. 6" P. V.C. PIPE

SECTION C-C

EAST JORDAN COMPANY PATTERN NUMBER 2111 Z OR APPRO'IED EQUAL.

MANHQ E FRAME le COVER NOT TO SCALE

SANITARY LATERAL GI EANQUT NOT TO SCALE

8"

Cl MANHOLE FRAME AND COVER

CEMENT MORTAR

SHAPE INVERT-

A

L A

J 2 9/16"-, l

6"

ADJUST TO GRADE WITH MAX. OF TWO COURSES OF BRICK.

PRECAST REINFORCED CONCRETE MANHOLE CONE SECTION.

48" q, - 5" WALL MANHOLE RISER PIPE IN 1FT,2FT,3FT,4FT OR LONGER LENGTHS AS REQUIRED. MIN. AREA OF CIRCUMFERENTIAL STEEL = 0, 12 IN. 3/IJN. FT. CONCRETE AND ROUND RUBBER GASKET JOINT IN ACCORDANCE WITH A.S. T.M. SPEC. C-443-72

6" JOINT TO BE FILLED WITH NON-SHRINK MORTAR

, ___ PROVIDE TRANSITION SECTIONS AS REQUIRED.

12" MAX

PRECAST CONCRETE BASE MIN. ARE,\ OF -=-s• CIRCUMFERENTIAL STEEL = 0.12 IN./BN. FT. .,,--....,_.M,-'"T" BOTH FORCES WHEN DIAMETER IS '46" AND

__ ,, 0.17 IN.2/uN. FT. FOR LARGER DIAMETERS

T = 5" FOR DIA. = -la"

PROVIDE RUBBER GASKET SLEE'IE---\:t:::.="9"~ AT ALL INLETS & OUllETS OF SANITARY SEWER MANHOLES

6" FOR DIA. = 60" 7" FOR DIA. = 72"

6"

BRICK AND MORTAR SHELF N : <·••c:.f, ... •:.-; ..... <•' ;;, AS WALLS OF PRECAST BASE

;.·cc;c":f•C';;i'<:~·•.<•<<;:• AREA OF REINFORCING STEEL - SAME

!ECDQN 6::6 UNDISTURBED EARTH OR 6" (WASHED) CRUSHED APPROVED COMPACTED FILL STONE BASE

NOlES: 1. YNIMUM CONCRE1E COIIPRESSIYE SlRENGlH: 4,000PSI O 28 DAYS. 2. DESIGN LOADING: MSHlO HS-20. 3. MEETS OR EXCEEDS ASTM C47B. MSHTO M-199, AND C1DOT SPECIF1CA1tQNS. 4. Sim RaNFORCEMENT CONFORMS TO AS1M A-18& AREA 0.12 SQ.IN.,'WRT. "· 5. TYPE Ill AlR-ENlRAJNEIJ CCNCAE"IE. 6. JOIN1S SHALL BE SEAl.£0 WITH A SU'M. RUBBER SEALANT CONFORMING TO

AS1M C443 ANO C99D, AASHTO M-198 TYPE B. AND/OR F"EDERAL SPEQFICATIDN SS-S-00210 (201-A),

7. S1EPS SHALL BE 1/2" DIA. Sim REINFCRCED COP<l. 'tMER S1EPS CONFORMING 10 ASlM C47B, AASHTO M-199, AND OSHA REGULATION 29 aR 1910.27, S1EPS SHALL BE CAST IN 'IERllCAI. ALIGNMENT.

8. BASE SECTION IS MDNOUlHIC 9. WHEN THE lOTAL DEPTH OF THE MANHOLE EXCEEDS 8 FEET, THE BASE SECTION

INlERIOR DIAME1ER SHALL BE INQ!EASED TO GD INCHES.

SANITARY MANHQI E NOT TO SCALE


CROSSING WATER MAIN 1. IF THE SANITARY SE\\1:R CROSSES LESS THAN 18" ABOVE OR UNDER THE WATER MAIN, THE

SANITARY SEWER MUST BE ENCASED IN CONCRETE TO A DISTANCE OF 10 FEET (10') ON BOTH SIDES OF THE WATER MAIN OR BE APPROVED TIGHT JOINTED PIPE AS PER THE STATE OF CONNECTICUT D.O.H.S.

PARALLEL 10 WATER MAIN 2. IF THE SANITARY SEWER IS WITHIN 10 HORIZONTAL FEET (10') OF THE WATER MAIN

AND EITHER ABOVE THE WATER MAIN INVERT OR LESS THAN 18 INCHES (18") UNDER THE WATER MAIN, THE SANITARY SEWER MUST BE ENCASED IN CONCRETE OR BE APPROVED TIGHT JOINTED PIPE AS PER THE STA TE OF CONNECTICUT D.O.H.S.

$EWER PIPE CROSSING PETAIL

1 1/8"

A

'

A

~

-

~ .. ~ . ., .

13"

1!1.611 14 3/4"

13 3/4"

E!fY+:DQN

~ -"'

~

-COPOLYMER

POL '!'PROPYLENE PLASTIC

·11 ,. 11" 3 .3/ft~ 5 7/8" 1 /2" GRADE 60

STEEL REINFORCEMENT •

·•

1/

.. ..

• STRUCTURE WALL SFCDQN 6-6 • •

1" DIAx3 1/2" DEEP HOLE •· DRILLED OR CAST INTO STRUCTURE

!NSif! I tJKII M.A. INDUSTRIES INC., MODEL ifPS2-PF (OR EQUIVALENT)

MANHQI E $IEP NOT TO SCALE

COMPACTED BACKFILL, WELL GRADED MATERIAL FREE OF ORGANICS, FROZEN MATERIAL AND PARTICLES OVER 6"

3/4" CRUSHED STONE

FILTER FABRIC


SQR-3!5 JRfNCH BEPPING PETAIL NOT TO SCALE

N.T.S.

p RA ~N~O-~=a::S=iY=f==DA=TC-='4-=======~RE~M=AR~KS~========I r- DES WJB PREPARED FOR

EMILIO FERRI 1---+--+----+------------------IDWN WJB FOR PROPERTY LOCATED AT

•· • <I .·

WATER MAIN • . •, 7 13/16"

AREAS 0'-3" . :a~ PRECAST CONCRETE

18" MIN. CLEARANCE


•

•

•

' •

•

' •

•· • .,, ~ '

• 4.

·" .. HOODED MIN OUllET 4•-0·

" . .,, :

COi/ER SUMP ' '•

• •

~ ~ al: ~

PRECAST OR POUR CONCRETE BASE

6" (WASHED) USHED STD

a·

BASE

NDISTURBED EARTH OR

...

•· .. • •

. .

'-- HOODED OUllET COi/ER (SEE DETAIL)

-...._ __ DRAINAGE OPENINGS IN 4 WALLS AT OR IMMEDIATELY ABOVE THIS ELEVATION

--IN SANDY SOILS APPLY DAMP PROOFING ON 4 WALLS

APPROVED COMPACTED FILL 8"

CATCH BASIN NOT TO SCALE

= = =i =i

= d

=' = = = = =

36" 37 3/4"

• ______ 56 3/4 ------1

1!1.611

o• ' I

,-,,/ ,----":;::::::::

t I~ . . .., "'~:::: ~.., "' 0

-i ,.I PLAIN CURB TYPE

3 8

BITUMINOUS CURB TYPE

11" 2"

11• •

''."°i< lie ~ \(~::?\} .....

8"

11" 2"

· .. , .... ~-.-lo --.,- u ,., " " " 01:>·~,.:-,.,:~ ):~.::_:\.\f_.J!"!_},... --------r":. r::~1/•·:_- :".:.

I • 12·

~--:,::. -f :-t :_:;_.;" . , .....

32 3/4" 12· 25 3 8

cf¢fij PARK CURB TYPE

N01ES: 1. MINIMUM CONCRETE COMPRESSIVE STRENGTH: 5,000 PSI O 28 DAYS. 2. DESIGN LOADING: AASHTO HS-20. 3. CONFORMS TO CTDOT STANDARD SPECIFICATIONS. 4. STEEL REINFORCED WITH 114 BARS. 5. AS MANUFACTURED BY CONNECTICUT PRECAST CORP - MONROE, CT OR

APPROVED EQUAL. 6. ALL STEEL FRAMES AND GRATES SHALL BE GALVANIZED IN ACCORDANCE

WITH THE TOWN OF TRUMBULL ENGINEERING STANDARD DETAILS AND CONNDOT FORM 816 M.06.03.

CATCH BASIN GRATE TYPE •c• NOT TO SCALE

TRENCH WIDTH PIPE ID ( <30") + 2'-0" PIPE ID (>30") + 3'-0"


SUP PO RT SYSTEM (AS REQUIRED)

~~~ ~~ , STORM WARNING TAPE

' »~'>';' ~· /: REINFORCED

CONCRETE PIPE

FILTER FABRIC

3/4" CRUSH ED STONE TO TOP OF PIPE

SPECIAL FOUNDATION IF ORDERED BY ENGINEER. (TO BE INCLUDED AS PART OF BEDDING MATERIAL.)

CIRCULAR R,c.p. JRfNCH BEPPING NOT TO SCALE

\ I ' =

= • = ~ ~ ~ = .., .., =

"' ~ :::: -

I \ 36"

37 3/4"

56 3/4"

1!1.611 ,.

1•.i.~.t.•.:.f:,'.::·;··••.:~ ... ? .. l"l•·,-/~ ... ,.. .. 1 --------,"".": I_J}(_}}\ ~ ~ t

• ':,I I'.):_<:·· i:_:;~. '

I 12· • i

NOTES:

32 3/4"

SfC:OClt 1. MINIMUM CONCRETE COMPRESSIVE STRENGTH: 5,000 PSI O 28 DAYS. 2. DESIGN LOADING: AASHTO HS-20. 3. CONFORMS TO CTDOT STANDARD SPECIFICATIONS • 4. STEEL REINFORCED WITH 114 BARS. 5. AS MANUFACTURED BY CONNECTICUT PRE CAST CORP - MONROE, CT OR

APPROVED EQUAL 6. ALL STEEL FRAMES AND GRATES SHALL BE GALVANIZED IN ACCORDANCE

WITH THE TOWN OF lRUMBULL ENGINEERING STANDARD DETAILS AND CONNDOT FORM 816 M.06.03.

CATCH BASIN GRATE TYPE .CL.

EDGE OF TRENCH

SUITABLE BACKFILL

GRAVEL FILL

1 2 O.D, 4• MIN.

1 4 O.D. 6" MIN. 1'-0" MIN. IN ROCK~_

NOT TO SCALE

TRENCH WIDTH 2'-0" + I, D. - MIN. 3'-0"

PAYMENT WIDTH FOR ROCK 21-0 11 + I.D. - MIN, 3'-Qn

WARNING TAPE

" ..... ,.,. . - ', , .... ," ~ .. •.i::N<~-- ·

SUPPORT AS REQUIRED

FILTER FABRIC

BOTTOM OF TRENCH (LOWER VERTICAL PAY LIMIT IN ROCK)

TYPICAL SANITARY SfWEB JRENCH SECTION NOT TO SCALE

PROPOSED SITE DEVELOPMENT PLANS COPYRIGHT @ 2015

DETAILS II DATE MAY 19, 2015 LLC El'lGINEERING, LLC

Civil • Environmental • Land Surveying One Enterprise Drive, Suite 312 Phone: (203) 944-9944 Shelton, CT 06484 Fax: (203) 944-9945 1----1---~-----+-------------------ICKD

JCP LOT #319 & #320 SYCAMORE STREET

TRUMBULL, CONNECTICUT C SHEET ....L_ OF __ 7..__

SCALE: AS NOTED CAD REF. NO. 0693BASE-A and B 1 WJB 10 14 15 ENGINEERING COMMENTS



Applica 1J8MfTTE c:;;2/-CJ I

DEC 2 3 2020 APPLICATION FOR PERMIT

SECTIONJ

1. location/address of property where activity rs proposed: I C.'t Parcel Size \. O!f>Kzone: A A Map 10: -0 Current Use:

2. Applicant's Name: (7: o.,co\,b~ Cor'\5Jrw ,±:010" LkC. ____ ......._ __ _ AppDcant's Address: 9) 3 fsook:.y f2 ,-d g,.e De T04M,bvd f , LJ O '14 l\ Telephone: ,a,03-a5%--t.t053 Cell: f ) Emall:8 ~ 9 ,a 'ob e eoos +04 ciio') e4a hoo. <.:or

Applicant's interest In property (Lessee, Licensee, Owner, etc.): Aley) Owner /Dtuelop~ 3. Name of Property Owner of Record: "S'a~ n """ Gu; C«' Q D M CA,,C; f'l i

If the owm,r I~• c:ai1Cf8Uon, ~r ~ •~. W. IIHt ""'!!f COflllld lnlOtalll.llon

Address of Owner of Record: l!?\4 Se-el)' J½?g.d ,Jewobk\ 11, c.::L 0(,6\\ Telephone: d::!? J 2.'- ff, C rrC\' cen: tzpll z -z.. --r , 7 oz- Email: _________ _

If Applicant Is the Owner. 10 to 15

4. The undersigned hereby authorizes -~----~~----to act as Agent on my behalf as refated to this apptlcaUon.

(OtmerolRecod}

5. Description of proposed activity ind location of property. Include llstlng af all proposed regulated activities use separate sheet if necessa ): ~ ed.

~ oppllconf undemanth thot this applla,f/an Is to bf comldered compltte ontv whtn o" Information and documents rrquhd by tM AgMCV haw b11!n .submlttf?d. The undngned womints tllfl truth of an statements contained herein and ill all supporting document.s under,,.nolty a/ folstt stat~nt o&:CfJl'dfng to th11 but of his/Mr knowt.dge and bfll1/. Permission Is granted CD the Town of Trumbull, lnJand Wetlands & Watercourses COmmlssl1111, and Its a1Ht 11) to Inspect tbe subJect land, at reasonable times, durln1 lhe pendency of an applcatlon and far the Dfe of the p1nnlt under Section 7.5 of the IWWC R1platlons.

AppDcanl's Stanature: __ ..,;;;;;_~....;;;;a.:;F:::;. _____ Date:._/.-1~~/ 8'_,.r_'Z.a_?l) ____ _ (If not the Dwner) t-1-

..

SECTION II


1. Total property area: l · 0 '45 AC Zone: A /t- Number of Lots: \ 2. Map ID, from assessors card: 1-- og: / l b q -----3. Total area existing of wetlands on prope~ • b b S 3 i S f ~----------:::'."""-----------4. Total area of Regulated area on property:-:--3 .... @i....._~-:- ~l -Q ...... -='1......,..$"--L.F __________ _

5. Wetlands area to be disturbed: __ ..... Q ___ s.c.....i.F __ -::""":=--------....;...--6. Upland Review area to be disturbed: S QQO j_ S F ·------=--=~-~-:::---------7. Proposed% of weUands on lhe property to be dlsturbed:._O=--S: ........ F ________ _ 8. Total area of proposed land disturbance:_5___.,Q....._C,_O_i ___ S'-F..__ _________ _ 9. Is the proposed activity located within 500 feet of the boundary of Easton, Monroe, Shelton.- Stratford,

Bridgeport or Falrfield: Yes__ No---2( (If yes. see Section 8.2 of the Trumbull lWWC

Regulations.) 10. Is any portion of the site located within a water company watershed: Yes ___ No __ x __

(If yes, see Section 8.3 of Trumbull Inland WeUands & Watercourses Regulations.)


Trees: Percent of ~epulatad Area~

90~& Shrubs: 0% Grasses, weeds, etc: \0°/a

Dominant Specfk MalPes

---Impervious area: __ ....,0...._0 .... 1/o_____ _ _________ _

12. Existing watercourse data and open water characteristics: (if applicable)

a. Size of pond(s) or lake(s): -----~/l""/...,,/i......::A-___________ _ b. Stream characteristics: Intermittent or perma~ent: --+A ... L...,/,_.A: _________ _ c.100 year flood evaluation: It

13. Probable effect of proposal (if an ) onfvegetatlon and wildlife: L,Ue I e C{ ,· ;

14. Existing or proposed source(s) of water supply for the property: __ Q..,_µ.._,..b...,,1 .... i c. ______ _ 15. Existing or proposed method of sewage disposal for the property: _?......._u. __ b __ L_· c _______ _ 16. Creation of proposed water bodies (lfyts,c1llalfecl1nronnl1'clnNllbereipliredJ Yes: ____ No: X 17. Ust proposed measures to protect r~ulated and inland weUand areas '!!tm: L

a. Erosion and sedimentation: 5, I± F-et\<,(, "'" A:oi· l@clc ~/\f 18. Proposed percent of Regulated area to be covered With Impermeable surface: 5 Cl /n 't. 19. Material to be (check all that applies): deposited C excavated ·il(lfyes. complete Iha raaov.4ng1

a. Area: 75SQ:!.. Sf Volume: 9\7 5 C:NiJ.: j__ b. Physical & Chemk:;al composition of material to be deposited: __ _

•

STANDARD

Minimum Lot Area (Sq. Ft.)

Minimum Lot Frontage (Ft.)

Minimum Floor Area (Sq.Ft.)

1 Sto,y

1 1/2 Sto,y

2 Sto,y

Maximum Height for a Building or Structure

Minimum Front Yard Fl.

Minimum Side Yard (Ft.)

Minimum Rear Yard (Ft.)

Maximum Lot Coverage

MINIMUM/REQUIRED MAXIMUM/ALLOWED

43,560

150'

1st Floor 2nd Floor

1400

1150 500

1000 800

35'

50. 0' (75.IJ)

20.0' (75.0J

50.0' (75.IJ)

BUILDING ZONE: AA

GENERAL NOTES: 1. This Map has been prepared pursuant to the Regulation of Connecticut State Agencies Section 20-300b-1 through 20--300b-20 and the "Standards for Surveys and Maps in the State of Connecticut as adopted by the Connecticut Association of Land Surveyors, Inc. on Sept. 26, 1996.

2. This Survey conforms to Class A-2.

3. The Type of survey performed is a Limited Property/ Boundary Survey, and is intended to be Existing Building Location Survey.

4. Boundary determination is based upon a Dependent Resurvey (see MAP REFERENCES and Record Deeds.)

5. North Arrow Is based on Map Reference # 1.

6. This map is NOT VALID without a LIVE SIGNATURE and EMBOSSED SEAL.

7. This map is NOT VALID n altered or used by any party other than the one depicted in title block of this map.

8. Property Lines Established According to Record Deeds as exist

9. Physical Features Such as Stone Walls, Wire Fences, Monuments, Iron Pins or Pipes, Etc. taken under consideration to establish current deed lines.

1 o. Underground Utility, Structure and facility Locations depicted and noted hereon have been compiled, in part, from record mapping supplied by the respective utility companies or government agencies, from parole testimony and from other sources. These Locations must be considered as approximate in nature. Additionally, other such feab.Jres may exist on the site, the existence of which are unknown to this firm. The size, Location and existence of all such features must be field detenmined and verified by the appropriate authorities prior to construction. CALL BEFORE YOU DIG 1-800-922-4455.

11. Lot served by town sewer system and public water supply.

MAP REFERENCES: 1. RECORD MAP #134. 2. RECORD MAP #142. 3. RECORD MAP #276, 4. RECORD MAP #1 104. 5. RECORD MAP #1596.

20' LEVEL FLOW SPREADER

6. RECORD MAP #2548. 7. RECORD MAP #2564. 8. RECORD MAP #2634. 9. STATE HIGHWAY MAP #7023. 10. STATE HIGHWAY MAP #7029

FROM

PROPOSED DOUBLE ROW WI HAYBALES IN BETWEEN

INV- 306.17

2" FORCE LINE <QQTING/BASEMENT PUMP

N/F JOHN CANNONE

VOL. #1795 PG. 4152

100.0 UPLAND REVIEW LINE\

I I

N/F KUMAR & MINU ROY DJPAK

VOL. #1788 PG. #460

I

\

\ \

'

EXISTING CONDITIONS PROPOSED AS-BUILT

45,524± 45,524±

10.40' 10.4/J

1st Floor 2nd Floor 1st Floor 2nd Floor 1st Floor 2nd Floor

NIA NIA NIA NIA

NIA NIA NIA NIA

NIA NIA 1,765± 1,765±

NIA 30.IJ

NIA 49.8

NIA 50.2

80.IJ

NIA

Stormwater Structure Maintenance

The structures described in the operations section above need regularly scheduled maintenance and inspections to maintain the peak p8rformances required for this site. This section provides recommendations for intervals of inspections and maintenance in order to keep the stormwater structures operating at their peak performance. Below is the inspection timetable and clean ing schedule for each structure:

Stormwater Recharge System: • Must be inspected each Spring anct Fall at the inlet and outlet

locations to determine if immediate clean out is required for sediment depths in excess of 3 inches.

• Must be maintained by cleaning out sediments and debris, every October regardless of buildup.

312.0

NfF MJCHEUE & GARY P!A

VOL. #1776

I ; I ;

I

"-.. NJF

PG. #773

I I

I ,;-j ,,✓•

/ /

8" TRff

0 WLF#15

d"TREE

i------- --25'---------<

• 2 1/2 - 3" Dlomet11r Rock 5" Thick (Typical)

7"°" · Replace/Scarify as necessory to keep area In funettonlng order

ANTI -TRACKING APRON N.T.S.

(At Driveway Entrance)

, ~ 1 SLOPE OR LESS

- . . . -

/ MIN, SI.OPE HAY BALLS OR SILT FENC

TOPSOIL •. ;.TOCKPILE@ INSTALLATION NOTES

1. AREA CHOS~ roR STOCKPILING OPERATIONS SHALl BE DRY ..tiND STABLE.

2. MAXIMUM SLOPE OF STOCKPILE SHALL BE t :2.

3. UPON COMPLETION or SOIL STOCKPILING, EACH PILE SHALL BE SURROUNDED WITH EITHER SILT FENCING OR HAY BALES, THEN STABILIZED WITH VEGETATION OR COVERED.

,4., SEE SPECIFICATIONS (THIS SHEET) FOR INSTALJ.ATION or SILT FENCE.

18"x3 t" THIN WALL KNOCKOUTS.

SLEDGE OUT AS REQUIRED.

(TYP. 4 PLACES)

SITE

Stew.art un~~l!ment ~ ~ ,_ornpanv w

WNOJlllta~,,., 1\/1<: ol, Pork

2'-!0'

LOCATION MAP (Approx . Scale: 1 " ~ 500 )

.,---- FRAME MAY BE CAST DIR ECTLY INTO BOX (OPTIONAL)

7 B

J >

OUTSIDE HEIGHT OF BOX

~~

~ ' S s1e22~z_w~

.,. 13.84' .,. -

• • ... ,. + ....

• • • • • • • •

• • • • • •

• • • • • • • •

PROPOSE PORCH

---~--~, 24'OAK I

Nlf /RENE & JOHN S/NANIS

VOL. #641 PG. #51

24" X 24" PRECAST CONCRETE YARD DRAIN

• •

•

• • •

• .

• •

•

• •

•

•

• d2'BEECH

' ~14"TREE u C'BEECH

=======12'= BE~E_c_,H,;,,/ ,-,._ n 12' TREE PROPOSED SILT FENCE (TYP.) ~ & LIMIT OF DISTURBANCE I 5/LTE FENCE MUST BEAT l.fAST

c.F:.:R-:0:::M..:Ec=D-:G::cE..:0::.F.:.WEIUN==:c;,;DS~!''&,CH

PROPOSED CONCRETE WASHOUT AREA

d'"OAK

~TH#1

14" BEECH

0 014"BEECH

d2'MAPlE

N. T.S.

10{) 0 UPLAND REVl[W LINE I

NiF NORMAN MICHAUD

VOL. #674 PG. #541

-·

(H - 20)

CULTEC R-330XLHO CHAMBERS 2 ROWS OF 3 CHAMBERS/ROW

TOTAL 6 CHAMBERS (MIN IMUI, FINISHED GRADE EL 309 .6+)

TOP OF STONE EL= 308.54 TOP OF CHAMBER EL- 308.04

BO- OF CHAMBER EL-305.5 BOT OF STONE EL- 305.0

RESTR ICTIVE LA YER (MOTTUNG @ 48") EL=304 0±

CORNELv~t:~~:~r SALVI I 14' BEECH

!O ~THll101

PERC #101

SOIL DESCRIPTION OBSERVATION PITS TEST DATE· 07-08-2020

TEST PIT * 101

0-11' TOPSOIL 9-32" BROWN F-M SAND LI.

SILT 32-56" GREY F-SAND AND

SILT 56-84" DARK BROWN M-C

SAND SO FINE SAND AND SILT

NL, W@80, M@32" ROOTS TO32"

TEST m f 102

0-5" TOPSOIL 5-26' BROWN F-M SAND LI.

SILT 26•48" GREY F-SAND AND

SILT

NL, NW, M @ 26' ROOTS TO 26''

TEST PJT # 103

0-3" TOPSOIL 3-16" BROWN GRAVELLY

FILL 16-26' ORIG. TOPSOIL 26-48' BROWN F-M SAND Lf

SILT 48-60' GREY F-SAND AND

SILT

NL, NW, M @ 48"

TEST PIT f 104

0-4'1 TOPSOIL 4·10" BROWN GRAVELLY

FILL 10-18" ORIG. TOPSOIL 18-36" BROWN F-M SAND Lf

SILT 36-48" GREY F-SAND AND

SILT

NL, NW, M @ 36"

PG #102 ......__

' f I I I

-PROPOSED CL.EAN-OUT (TYP.J --- - S4'?"4850" W

117.24' PERCUL.ATION TEST RESULTS

TEST DATE· 07-08-2020 PROPOSED WATER LJNE FINAL LOCATION TO BE COORDfNATED WfTH BUILDER, TOWN OFFICIALS AND WATER COMPANY

TfME

1:15

1:25

1:35

1·45

1·55

2:05

2:15

TIME

1:17

1:27

1:37

1:47

1:57

2:07

2·17

PERC. #101 @ 18" 3'J8.0

READNG DROP 22 ' OF 6" PVC @ 2 .0%

63/..f' NIA

9 3/8' 2 5,'{J'

I

N/F // ~ I PROPOSED 6' P'./C SEWER LINE @3.2%

N/F KATHLEEN DURAN

VOL. #1474 PG. #261

I Place Haybales

Butt Together

11 ' 1 5/Ef

121/2' 1 1 i2"

13 314' 1114'

BETTY & GEORGE SINKO VOL #322

PG. #71 -72 / ' ; I ---.....__ / // l1 / , JO,l".o ___________ P_UN_VIEW ___________ -,

// ,..,.. 1 / 14 1/4' 1i2'

15 518' 1 3/11'

1" IN 20 MIN.

Recommended Toe-In method .. u~.o~ - - .,,..,.. :i. /

PERC. #102 @ 18"

I ! '.i::Q::.,l!li'l'Tli· j.i GRAVELDRNEWAY > /

I· I· I • / /

READING DROP , Bottom of F'abrlc

.M!J.S.I be backfilled /

7 3i4' NIA

9" 1 1/4'

10' 1"

- - -'' ; "' /, b re ,,,, B, Lay In F'abrlc & Backflll /:; ; / ~ i /

;, r· J1-1 11 1/4' 1 1,'4' A, Di; Trench

12' 314' SILT FENCE DETAIL / /

N.T.S. / - ( , / 12 112' 1i'2'

13 118' 51'8'

1'/N 20MW.

STAPLES {2 PER BALE:,

I WOOD OR

t.'.ETAL STAKES (2 PER BALE)

\ I

/ STRAW I!~ BINDER. WIRE 7 /

/ 1DmllPI..ASTICLl/ltfNC3 //

NATfVE MATERIAL (OPTIONAL)

SECTION 8-B NOTTO SCALE

1----10' MINIMUMI----<

· • - I · · I -

PLY\VOOD 48"X24"

PAINTED WHITE 7 , BlACK LETTERS

/fi'HEIGITT

~~----h~

CONCRETE LAG SCREWS

WASHOUT

T ,.- _.,- WOOD POST ,,- 3_5"X:l.5"X8'

35"

ft+--+-----------· __L_

CONCRETE WASHOUT S!GN DETAIL

(OR EQUIVALENT)

VARIES

l f----'--T--+T--T ~ 1 r'· -,--n---8" 1, 12'01/1. _l__ STEEL WIRE /o

I 10 mll ?LASTIC LINING _J

PLAN NOT TO SC-6J..E

\_ $TRAW BALE !TY?)

STAPLE DETAIL

TYPE 'ABOVE GRADE" WITH STRAW BALES

CONCRETE WASHOUT N.T.S.

,,. ,, '/ I ~,.- I I ,oa.,- /' 1

EXISTING RAVEL DRNEWAY TO ACT AS ANTI-TRACK APRON

- -S 4(]"51'40"

10

if I I, I

// / I , I I I

I I

I I

I PROPOSEDANTi-TRACK CONSTRUCTION ENRJ..J.JCE

I I -

APPROX. LOCATION EXISTING SEWER LATERAL

EROSION CONTROL TO BE MAJNTAJNED BY:

+" l'ERFOII.AIW SD~·JS PVC

f'IN'ISJraD Cl,l,DE 0,,.)

CROSS SFrnON

15 RB!lAR (n'I'.)

4"x 4';>RESSUl!.& n=== Y/!J'II~6RERAR. ANCHOR.SET 36' OEErt,~. io'O.C.

~~SlfED

FD!l~HE'.Il GRADE ('IYP.J

4" PERFOl!ATED SD1t-35l'\FC

4• Y 4" PRF.Slro!IE Tg}',A'IllJ TIMBE!lRUllH-:-OGRA!ll!

PIPE DESIGN AND ELEVATION TE!D BY ENGINER. PIPE TO BE INSERTED a.a· {203 mmJ MIN. INTO STRUCTURE. AND 6.o· [203 mm] MIN. INTO CHAMBER

PAVEMENT INSPECTION PORT

STAKED HAY BALES N.T.S.

,<.1)'[11~11111\)MIN, ,_ 1~..l'' [:ll!9

NEEIU.H;cll>Cl'.YMOCs.~.Slal,I, (OilfQUAL)~\'T ll'JTTFfWolEAND L!IJ

12.e- pmmm) fillH•3'/ SOI. ,o ""'° C,:,IJ.HI

FCUJ PI.Aa:D C:U.S$ "C' = !IAJ NJ AL~ M " llS2 mo:,J GLEAIIANGEllErA>±N liD,,W0UTI UO ANO PVC CI.EAl+OIJrc.'f'

~O" l1lil mm] SOl\-35/ SCH, .. PVC ENDCN' CLENI-OVT Ml'._"TB\ W1 SCRfW-11 CN'

O.Cl" 1150 ""'"l Sills-'!.\ I SCH 40 l'VCRISER

o· [IS, mrj Sllfl<l5l~D' . .aPVC Cl}lR.NG

TRIM Clt.<MIIEH .. Sl'EcTICN P<llff-,CK-OUTT□ NAlClt DJ;I , Of I.ii" nlilmmJ P,-fPE'C'JlOH POKTPl?E

I,()" ~;l:l..,.]$Cll'1,iSCH40~ llllSElt!El BO' ~ .. m] l~O ciw,,aeR)

1-2 INC H [25-51 mm] WA.SHED, CRUSHED STONE SURROUNDING CHAMBERS

CUL TEC NO. 410 NON-WOVE.N GEOTEXTIL : AROUNO STONE. TOP AND SIDE.S MANDATORY, BOTTOM Pi=R E.NGJNi:E.R'S OE.SIGN PRE.FERB-ICE

OR FINISHED GRADE. (SE.E ZOOM OETAIL)@ MINIMUM g5% COMPACTED FILL

10.C" (254 mm] MIN. FORPA.\/Etl 12.0" [30/.ill'ITI] MIN. FOR UNPAVE

12.0· [3.66 m] MAX. BURIAL DEPTH

SIDE PORTAL TO BE. CUT IN FIELD TO ALLOW FOR HVLV FC·24 FE.E.0 CONN:::CTOR f>S Ni:E.DE.D.

CUT SHALL BE.WITHIN 114" [!I. mm] TOLERANCE OF SIDE PORTA!. TRIM GUIDE.LINE

CULTEC

8.0" [152 mm] MIN.

30.5" [775rrm)

8.0" [15.l mm] MIN.

CUL TEC NO !56 WOVEN G EOTEXTILE (FOR SCOUR :~:ilC,.TI~NmLACED ''""''" INTERNAL MANIFOLD FEATURE AND 6EN~

1 0 ~.,,. e 0

330XLHD DETAIL JAN 27 2021 GIACOBBE CONSTRUCTION (PROJECT CONTRACTOR) PHONE: 203·258-4053 N . T. S. 11,LAND ~ ETLANDS COMMISSION

BY

LAND SURVEYING SERVICES, LLC 135 FAIRCHILD AVENUE FAIRFIELD, CONNECTICUT 06825 TEL. (203) 522- 4177 FAX. (203) 615-0123 EMAIL: [email protected]

"'" IJ(/( sr. z IPL 1J MAP~z /DWG: 20127

TITLE BLOCK

ASSESSORS MAP# J/08 , PARCH# 169 2'0Nf:: M APPLJCANT: SAME AS OWNER

DESCRIPTrVE TITLE: CLASS A-2 SURVEY To the best of my knowledge and be/lef tt.fs· map is substantially co"ect as noted herea:;

0,r-J().»A . NEALK.JAJN L.S.# 18139

01-26-2021 TOWN COMMENTS

11-30-2020 REI/ SITE PLAN

10-20-2020 REV: SITE PLAN

08-17-2020 PROPOSED SITE PlAN

DATE: DESCRIPTION

REVISIONS

-6-""'-=c_ _ _ _ _

IMPROVEMENT LOCATION SURVEY

PREPARED FOR

JOHN & QUIRINO MARINI 153 NORTH STREET, TRUMBULL, CONNECTICUT

-20 0 20 40

SCALE; 1"= 2(J

DATE: APRIL 2, 2020

Y,,,DWGS\,'[}2C!l,20127-153•NORTH·STII.EET ·TIUJM&LLL\20 127 ,RfV4-1S3-NO!I.TI!-STREET-TRUt.:BULLJ:lwg, 1/2112021 ll:D!i:00 AM, 11

WILLIAM KENNY ASSOCIATES LLC

SOIL SCIENCE ECOLOGICAL SER VICES LAND USE PLANNING LANDSCAPE ARCHITECTURE

195 TLTNXIS HILL CUTOFF S

FAIRFIELD, CT 06825 PHO:'-IE: 203 366 0588 FAX 203 366 006) ~w. wkassociates.net

NIF JOHN CANNONE

VOL #1795 PAGE #52

\

'-'-

''-

'

N!F

" ' '-

CORHEUA ft ROBERT SALVI VOL. #1138 PAGE /'101

' ' '-' ' ' '-

' '-"\

\

4HV

PROPOSED NATIVE SHRUBS. AT THE TIME OF INSTALLATION, ADJUST LOCATIONS AS NEEDED BASED ON THE LOCATION OF EXISTING VEGETATION.

4t.AND WITLAND_7

HIF IREHE &: JOHN SIHAHJS VOL 1641 PAGE #51

WIF "'"

✓--_______ :_~:::~::.:~~~/7-cuT INVASIVE VINES THAT ARE GROWING ON EXISTING TREES. CUT VINES AT AND 6' ABOVE GROUND SURFACE.

WIF#1

PROPOSED Z·STORY DWELLJNG

PROPOSED°'-EWAY

308.S N!F

BITTY ft GEORGE SINKO VOL. #312 PAGE m-n

/

I

/

/ Joe. ,::.✓--

4HV

4VC

'- /

LAWN 011" OT~RNAM[m,{i VEGETATION AND SOME EXISTING

fREES. EXISTING TI/EES WITH T~UNKS THAT ARE 6" OR GREATER

DIAMETER SHALL NOT BE

(

' EMOVED WITHOUT APPROVAL BY

1

THE TOWN ENG/

/

/ /

/

--

/ /

/

_ - 3050 --

--------

/

_,,209.0 /

/ /

CA ~

----"'-. 11:J /- -, .,,. \

I

N!F KATHLEEN DIJRAN

VOL. #14U PAGE #161

/ /

/'

..

NIF NORMAH MICHAUD

VOL. #!JU PAGE #541

LEGEND - - 3oe.c - - EXISTING CONTOUR

-~ PROPOSED CONTOUR

---- PROPERTY BOUNDARY

-- - - -- ADJACENT PROPERTY BOUNDARY

- V - INLAND WETLAND BOUNDARY

" wLF#19 WETLAND FLAG

- - - - - - UPLAND REVIEW AREA BOUNDARY

PROPOSED SUBSURFACE UTILITIES

-c-=- - EXISTING FENCE

-c-------o-- PROPOSED SPLIT RAIL FENCE

~ PROPOSED NATIVE SHRUBS

EXISTING WOODLAND

PROPOSED LAWN OR OTHER ORNAMENTAL VEGETATION AND SOME EXISTING TREES

PLANTS LIST

SYM. QTY. SCIENTIFIC NAME COMMON NAME SIZE ROOT

PROPOSED NATIVE SHRUBS

CA 8 CLETHRA ALNIFOLIA SWEET PEPPERBUSH 2·.3 · HT CONTAINER HV 8 HAMAMELIS VIRGIN/ANA AMERICAN WITCHHAZEL 2'-3' HT CONTAINER HA 8 HYDRANGEA ARBORESCENS SMOOTH HYDRANGEA 2'-3 ' HT. CONTAINER vc 8 VIBURNUM CASSINO/DES W/THEROD 2'·3' HT. CONTAINER TOTAL 32

GENERAL NOTES 1. UNLESS NOTED OTHERWISE, EXISTING AND ALL OTHER PROPOSED CONDITIONS INFORMATION

TAKEN FROM A DRAWING PREPARED BY LAND SURVEYING SERVICES, LLC. 2. PROPOSED WETLAND BUFFER HABITAT PLANTING INFORMATION PROVIDED BY WILLIAM KENNY

ASSOCIATES LLC. 3. TO PREVENT DAMAGE FROM WHITE TAILED DEER BROWSE, THE SHRUB PLANTINGS SHALL BE

PROTECTED AS NEEDED WITH TEMPORARY FENCING OR OTHER MEASURES UNTIL THE SHRUBS ARE WELL ESTABLISHED.

WETLAND BUFFER HABIT AT ENHANCEMENT PLANTING PLAN PREPARED FOR:

JOHN Et QUIRINO MARINI LOCATION:

153 NORTH STREET TRUMBULL, CONNECTICUT DATE: JANUARY 27, 2021 - PROGRESS DRAFT

SCAL£: IO' I 10' 120·

REF. NO. 4417

SUBMITTED di-Of JAN 2 7 2021

INLAND WETLANDS COMMISSION BY CL

Documents

Town of Trumbull