14
) Attachment "B"

Attachment B - records.garfield-county.com Engineers report 1994...Attachment "B" ENA RTECH Inc. Consulting Engineers and Hydrologists December 21, 1994 Mr. Mark Bean ... Attach separate

  • Upload
    others

  • View
    4

  • Download
    0

Embed Size (px)

Citation preview

Page 1: Attachment B - records.garfield-county.com Engineers report 1994...Attachment "B" ENA RTECH Inc. Consulting Engineers and Hydrologists December 21, 1994 Mr. Mark Bean ... Attach separate

)

Attachment "B"

Page 2: Attachment B - records.garfield-county.com Engineers report 1994...Attachment "B" ENA RTECH Inc. Consulting Engineers and Hydrologists December 21, 1994 Mr. Mark Bean ... Attach separate

ENA RTECH Inc. Consulting Engineers and Hydrologists

December 21, 1994

Mr. Mark Bean Garfield County 109 Eighth Street, Suite 303 Glenwood Springs, CO 81601

RE: Sopris RV Park

Dear Mark:

Enclosed are Individual Sewage Disposal System permit applications for the Sopris RV Park Leach Fields A and B. The design flow for each leach field is based upon actual flows measured at the Sopris RV Park from October 25 to November 22, 1994. The total average daily flow measured was 2,132 gallons per day (gpd). The total design flow for the two leach fields is 4,238 gpd as-outlined in the enclosed design calculations.

Leach Field A is a proposed leach field to be located near the entrance at the west end of the Sopris RV Park. This leach field will replace the existing leach field located adjacent to the Manager's residence. The existing septic tanks and dosing tanks for this system will be utilized. This system will serve RV Spaces 1 • 21 and the Manager's Residence; up to 4 bedrooms were allowed in the Manager's Residence to allow for future expansion of this residence. The average flow into this system at full occupancy is estimated to be 1,475 gpd; the design flow is 2,213 gpd. The proposed leach field consists of 62 "Biodiffuser" leach field chambers as shown on the enclosed design drawing and specifications. The required setbacks include 147 feet from the irrigation ditch, 197 feet from the water supply well and 379 feet from Leach Field B.

Leach Field B is an existing sewage disposal system located at the east end of the Sopris RV Park. This leach field serves RV Spaces 22 · 27, the laundry and the shower facilities. The average flow into this system at full occupancy is estimated to be 1,350 gpd; the design flow is 2,025 gpd. The existing system consists of two septic tanks and a 2,400 square foot leach field. The required size for this leach field is 1,400 square feet. The required setbacks include 132 feet from the irrigation ditch, 182 feet from the water supply well and 379 feet from Leach Field A. The existing septic tanks and leach field are sufficient as constructed; no improvements to the existing Leach Field B system are proposed.

302 Efghth Street, Suite 325 P.O. Orewer 160 Glenwood Springs, Colorado 81602 (303) 945·2236

Page 3: Attachment B - records.garfield-county.com Engineers report 1994...Attachment "B" ENA RTECH Inc. Consulting Engineers and Hydrologists December 21, 1994 Mr. Mark Bean ... Attach separate

Mr.' Mark Bean Page· 2

Both leach field systems meet the required setbacks from the irrigation ditch and from the water supply well. The two leach field systems also meet the State's separation requirements to be considered individual systems under the County's jurisdiction. Construction of Leach Field A will commence upon issuance of the ISDS Permit. Please give me a call is you have any questions or require additional information.

Sincerely,

ENARTECH, INC.

Peter Belau, P.E.

PB/jlw

Enclosure

cc: Sopris RV Park

P407.01 (P4Q7 _ 028)94

Page 4: Attachment B - records.garfield-county.com Engineers report 1994...Attachment "B" ENA RTECH Inc. Consulting Engineers and Hydrologists December 21, 1994 Mr. Mark Bean ... Attach separate

.._o~\~

·­' ~· c,<Y

..,c;

.,.._ '"BIODJFFUSER'" LEACH FIELD CHAMBERS SET lfVEL IN rTRENCHES, WITH A MINIMUM 3-FOOT SEPARATION BETWEEN I TRENCHES AND A MJNIMUAI COVER OF IT OVER THE CH.Af.t8ERS

MIN/MUM 20' S£TBACK FROM S1RUCnJRE

Z' PVC FORCE MAtN, MANIFOLD 1 l>rfO THE LEACH F/£!1) CHAMBERS~ 1-5 SHOWN m fllC:TR'JRl J7F /NFI OW

PROPOSED EXISTING OFFICE AND GAAAG£ MANAGER'S RESIDENCE

EX/S11NG :t' PVC FORCE MAJN FROM DOSING PUMP

NOTE: THE £X/STING LEACH FIELD LOCATED AT THE EASTERN END OF THE PROPOSED LEACH FIELD SHALL BE ABANDONED.

~~~ ~= ~ @'£~~ ~= ~ @,§@I

~ppj @;=

!!!!::.

~~!!,! @'£©~ @,~~ ©l!illlt ~d@l

Page 5: Attachment B - records.garfield-county.com Engineers report 1994...Attachment "B" ENA RTECH Inc. Consulting Engineers and Hydrologists December 21, 1994 Mr. Mark Bean ... Attach separate

- I ' !.

I INDJVIDl JAL SEWAGE DISPOSAL sYSTEM APPUCATION

O~R~S~o~p~r>~.,s~R~V~W~a~r~k ______ ~L~e~a~ch~F~ie~l~d~"~A1_1 ______________ __

ADDRESS -~0;!!61l~OL.-".Co,u"'-n!-'t::t.v~R~o~a!.!dd_1!J.0!!!6'------------- PHONE ____,9""6""3::!-Du1..!!.63""---CONTRACTOR ________________________________________ __

ADDRESS PHONE ____ _

PERMIT REQUEST FOR (!< ) NEW INSTALLATION ( ) ALTERATION ( ) REPAIR Attach separate sheets or report showing entire area with respect to surrounding areas, topography of area, habitable building, location of potable water wells, soil percolation test holes, soil profiles in test holes (See page 4). LOCATION OF PROPOSED FACILITY: COUNTY ___ G_a_rf~i~e~l~d ___________________ _

Near what City or Town Carbondale Lot------~---------Legal Description ____ ...:N~W::.c/.::4.!.' ....:S::::E::../.::.4!..., ..::S:::e.::.ct::.::1:.::o:.:.n...:2::.::B:.:.' _T...:·~7.:;;S..:... :..• ...:.R:.:.•.::.BB::::W::.::·---------------

WASTES TYPE: (X) Dwelling ( ) Transient Use ( ) Commercial or Industrial ( ) Non-domestic Wasies (X) Other- Describe RV Park - 21 Spaces

BUILDING OR SERVICE TYPE: Manager 1 s Residence and 21 RV Spaces

Number of bedrooms: 4 Number of persons------------(X) Garbage Grinder ¢< ) Automatic Washer (X ) Dishwasher SOJJRCE AND TYPE OF WATER SUPPLY: (x) WELL ( ) SPRING ( ) STREAM OR CREEK Give depth of aJI wells within 180 feet of system: __ _,N,on"'e'--------------------Ifsupplied by communtiy water, give name of supplier: __________________ --:------GROI !ND CQNDITTONS: Depth to bedrock: more than 20 feet Depth to rrrst Ground Water Table: _...!:m::::o.!.re::.._.::tc..:h!:!!an-'-"2~D~f-=e"'-e-"-t __________________ _

Percent Ground Slope: __ __,1__,_e""r'"'c"'e'-'nt"---:---------------------------------DISTANCE TO NEAREST COMMUNITY SEWER SYSTEM: 700 feet across river Was an effort made to connect to community system? yes; too expensive TYPE OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM PROPOSED:

(X) Septic Tank ( ) Aeration Plant ( ) Vault ( ) Vault Privy ( ) Composting Toilet ( ) Recycling, potable use ( ) Pit Privy ( ) Incineration Toilet ( ) Recycling, other use ( ) Chemical Toilet ( ) Other- Describe:-----------------

FINAL DISPOSAL BY: (X) Absorption Trench, Bed or Pit ( ) Evapotranspiration ( ) Underground Dispersal ( ) Sand Filter ( ) Above Ground Dispersal ( ) Wastewater Pond

( ) Other- Describe:---------------------:-:--­WILL EFFLUENT BE DISCHARGED DIRECfL Y INTO WATERS OF THE STATE?_:..:..:No=----

Page 6: Attachment B - records.garfield-county.com Engineers report 1994...Attachment "B" ENA RTECH Inc. Consulting Engineers and Hydrologists December 21, 1994 Mr. Mark Bean ... Attach separate

PERCOLATION TEST RESJ JLTS: (To be completed by Registered Professional Engineer) Minutes 24 per inch in hole No. I Minutes 27 per inch in Hole No. 3 Minutes 95 per inch in hole No. 2 Minutes per inch in Hole No. _

Name, address and telephone ofRPE who made soil absorption tests: Peter Bc.lau, P.E. Enartech, Inc., P.O. Drawer 160, Glenwood Springs, CO 81602, 945-2236

Name, address and telephone of RPE responsible for design of the system: -""'s"'m""e"--------

Applicant acknowledges that the completeness oft he appliction is conditional upon such further mandatory and additional tests and reports as may be required by the local health department to be made and furnished by the applicant or by the local health department for purposes of the evaluation of the application; and the issuance of the permit is subject to such terms and conditions as deemed necessary to inusrecompliance with rules and regulations adopted under Article 10, Title 25, C.R.S. 1973, as amended. The undersigned hereby certifies that all statements make, information and reports submitted herewith and required to be submitted by the applicant are or will be represented to be true and correct to the best of my knowledge and belief and are designed to bre relied on by the local department of health in evluating the same fro purposes of issuing the permit applied for herein. I further understand that any falsification or misrepresentation may result in the denial of the application or revocation of any permit granted based upon said application and in legal action for perjury as provided by law.

Date ------'1""2.:...__....-...:..d-_,_l ---'-Cj_L...J..( __ _ Peter Bel au, P, E, , Design Engineer·

PLEASE DRAW AN ACCJ!RATE MAP TO YOJJR PROPERTY

Page 7: Attachment B - records.garfield-county.com Engineers report 1994...Attachment "B" ENA RTECH Inc. Consulting Engineers and Hydrologists December 21, 1994 Mr. Mark Bean ... Attach separate

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

PLOT PLAN AND DESIGN FEAT! !RES

Include by measured distance location of wells, springs, potable water supply lines, cisterns, buildings, property lines, subsoil drains, lake, water course, stream, dry gulch and show location of proposed system by direction and distance from dwelling or other fixed reference object, and additional submissions in support of this application such as data, plans, specifications statements and commitments.

See Attached Drawing

Page 8: Attachment B - records.garfield-county.com Engineers report 1994...Attachment "B" ENA RTECH Inc. Consulting Engineers and Hydrologists December 21, 1994 Mr. Mark Bean ... Attach separate

SOPRIS RV PARK LEACH FIELD "A"ISDS

CONSTRUCfiON SPECIFICATIONS

1. Construction shall conform to Garfield County Sewage Disposal System Regulations.

2. The Garfield County Building Department shall be notified of the construction progress so the system may be inspected. Do not backfill over the leach field until the installation has been inspected.

3. Leach field chambers shall be low profile "Biodiffuser" units manufactured by PSA, Inc. or an approved equal (see attached Specification Sheet).

4. Piping into the leach field shall be sloped to drain to prevent freezing.

5. Biodiffuser leach field chambers shall be installed in accordance with the Manufacturer's installation instructions (attached).

6. Grade the surface above the leach field for drainage to the existing culvert located approximately 90 feet northwest of the property corner. Excavate the culvert inlet and a drainage ditch into the culvert as necessary for proper drainage.

7. Contact the Design Engineer, Peter Belau at Enartech, Inc. (945-2236) for additional information.

Page 9: Attachment B - records.garfield-county.com Engineers report 1994...Attachment "B" ENA RTECH Inc. Consulting Engineers and Hydrologists December 21, 1994 Mr. Mark Bean ... Attach separate

IT'S AS SIMPLE AS

TRENCH SYSTEMS

• Excavate trenches to a 3' width & proper depth as required by slate and local codes.

• Smooth lrragularlllee In the excavation. A.. leyel . flat surfaco Is VArY Important.

' Assomble BIO DIFFUSER"' roaching chambers and unlvorsal and plaloa together In trench(es).

• A small amount of alllcona type lubricant aida In locking BIO DIFFUSER"' leaching chambers together for poalllva assembly. (NO SCREWS ARE REQUIRED)

• The unlveraal end plata Ia constructed wllh tabs ao that the earth fill on one aida will hold II securely In place against tho BIO DIFFUSER"'.

• Punch out pipe hole openings In the and plalaa aa naoded end connect Inlet plpaa and rows.

• Fill around aida walla with nallvo aoll, coarso aand or fino gravel. (Silt or pJay should not be li..WI.)

• "Walk In" fill to firm aoll along sldea. Thla Js yerv Important to ach!eyo full weight rating.

• Cover BIO DIFFUSERTM leaching chambers to a minimum of 12" alter consolidation lor H·10 appllcatlona and wllh 17" minimum cover alter consolidation lor H·20 applications. Avoid Iorge rocks or debris In cover material. ( A well graded crushed gravel and careful compaction Ia recommended for H·20 Installations.)

Page 10: Attachment B - records.garfield-county.com Engineers report 1994...Attachment "B" ENA RTECH Inc. Consulting Engineers and Hydrologists December 21, 1994 Mr. Mark Bean ... Attach separate

IT'S AS SIMPLE AS ~ liD © CLUSTER SYSTEMS

Excavate and laval Installation area.

Scarify surface to remove any glaze caused during excavation.

Install BIO DIFFUSER"' leaching chambers In adjacent rows to cover desired area.

• Install universal and caps and sscure In place with back fill.

• Install piping to each row using knock outs provided In the universal and caps.

• Ends of rows may be connected with piping to Improve distribution.

• Fill perimeter and Interior aida wall areas to top of louvers and walk Into place.

• Using a light !racked machine. fill to minimum 12" depth ( 17" for H-20 lnatallatlona), maintaining at least 12" separation st all IImas.

• Do 1121. allow largo rocks or debris In back fill material.

• Do not use a wheeled machine on cluster area.

• When sol! compacted properly and to prescribed depths, BIO DIFFUSER"' leaching chambers will support H-1 0 and H·20 loads.

Page 11: Attachment B - records.garfield-county.com Engineers report 1994...Attachment "B" ENA RTECH Inc. Consulting Engineers and Hydrologists December 21, 1994 Mr. Mark Bean ... Attach separate

FILLED TRENCH SYSTEMS

• Bring chamber area to approximate finished grade by filling and compacting to stabilize area and eliminate future settling as much as possible.

• systems

Proceed by following steps A,B,and C, as described for trench In this brochure.

MOUND SYSTEMS •

• cluster

Bring chamber bottom area to grade, level and flat .

Proceed by following steps A,B, and systems In this brochure.

LIMITED WARRANTY

C, as described for

1. Eacll 81o Dirtuser Un\1 o.s warranted to the orig•nal purchaser £gains\ defects in mat~rlats end workmanship lor one year hom the elate ol manutacture when instaiiOO lrt accorclanco with man..Jiacturel's instruc!Pons PSA, Inc. must bo 1\0\•l•&d within ten days of the appearance of any defect durtog this wauantee p6hod. PSA, lnc.w•ll supply a replacement unit. f>SA. Inc.'s liability spe<:of~Cally ucludas the cost ol removal and/or •nstallatoon of the un1ts.

2. This wilmmly is exclusive . .There are no other warranties with raspt'lctto the units. ii'IC!uding no warranties ol merchantab<hty or filness lor a par1~tular pu1pose. The warrantee does not e~tend to incidental, consequen!iat, &p6ciat or lndlf&e! damagas.Specilicatty excluded lrom wammtee coverage are: damage due to ordinary wear al'\d tear; atleration. abuse or misuse: subjection to stresses ~ueate1 than those prescr•bed In the lnsta!lat•on lnstruct•ons; the p!a~ment of Improper marena!s by buyer Into buyer's system; any evenr not caused by or under !he control ol. PSA. tnc. tn no oven! shall PSA. Inc. be responsible lor .any toss or damai}Q to the buyer. the un11S. or any third party resulting rnstattation or Shipment.

3. Buyer shall be &otety responsoble tor insuring that tMtallation of the system is completed in accordan~ W1\h an appt•cable taws. codas. rules arlO regulations.

4. No warranties or represenra~ons a! any time made by any rapresentali.,..e ol PSA, Inc. shalt vary or expand the prov•s•ons hereoL No wauantee a~hes to any party other than the 011ginat purchaser.

MANUFACTURED BY: DISTRIBUTED BY:

P.S.A., Inc. P.O. Box 307 Topsham, Ma. 04086

Represented By DODSON ENGINEERED PRODUCTS INC

0033 Marand Rd. p 0. Box 248 • GLENWOOD SPRINGS. COLO. 81601

(303) 945·2233

PSA 0390

Page 12: Attachment B - records.garfield-county.com Engineers report 1994...Attachment "B" ENA RTECH Inc. Consulting Engineers and Hydrologists December 21, 1994 Mr. Mark Bean ... Attach separate

x-:-·~·'!"· .,.,_':"·~ --~r--~-~--- --------------.-? - / t t·l I ~ I • ,' •• ,• I'

/ ... -,.-.,.vb.- ~ ~ t-i ~ ' ~ ,. . ',..-< /C. ,_ \' '- » VIW~>) 1!' j·; i1 I i 1

i.. . I ~ Jj

. <' . LEACH 'f!r-~fP"A" f

!.--

--

( .. \ ·. \I

·,_ GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT

. i ~ .

109 8th Street Suite 303 Glenwood Springs, Colorado 81601

Phone (303) 945-8212

INDIVIDUAL SEWAGE DISPOSAL PERMIT

PROPERTY

,Sopria RV Park 1\

9wner's Name~'~--c------~---1--,--- Present Address 0640 CR 106, Carbondale

Permit ?559 Assessor's Parcel No.

This does not constitute

a building or use permit.

Ph on e__:9:__:6_::3_-_:_0.::.16cc3:___

0640 County Road 106, Carbondale System Location _______ ~----~-~-~~=~~=-=-'--=::.-:=::::-.::=:~---------~----

y·; L-egal Description of Al:Mssor's Parcel No. __ --------'------------------------

-.:

~YSTE.., DESIGN

_____ septic Tank Capacity (gallon) ______ •Other

,r ' __ __,lc.' __ Pe"rcolatlon Rate (minutes/inch) Number of Be~i'ooms {or other) SEE LETTER_ FROl1 ENARTJJCH

;-~-------Reqvlred Absorption Area· See Attached

f Special Setback Requirements;

Date ______ ~----- spa«;:tor _______ _:':_:·-~-----------------

.& FINAL SYSTEM INSPECTION ANi>_IIPPRO AL (dS~stalled)

Call for Inspection (24 hours notice) Before, Cove~ Installation ! / ·t

System Installer K./e.> £xotVAzJN6 · .-Septic Tank Capacity EYt.5T!A/tY - 3 f!;?.-2 .C:N6/M't?~ fl/u,.§

Septic Tank Manufacturer or Trade Name -~----,----7"'----------c------~-----~---

··~'\., Septic Tank Access within 8'' of'surface .:y..c._;;z__ _______________________ "-----

~ / Absorption Area .,.:2c.,$:,._g_::JCMOI"--------------"--.:).i------------

Absorptio~ Area Type and/or Manufacturer or Trade Named.G1r:.-.lr.:9-,_~"'---'{..~~..-_~7c•V'C~CJ.te<L<-7n.ftu_'B"LJ)=u:;e!R£~S~-------

Adequate compliance with County and State regulatlons/requirements__,~6'--S=-----~--+·:~-----~-

Other bnd l)AJt y

Inspector J/p.::>f21-g~~ ' R'ETAIN WITH RECEIPT RECORDS AT CONSTRUCTION SITE

•CONDITIONS: \ 1. All installation must comply with all requirements of the Colorado State Board of Health Individual Sewage Disposal Systems Chapter

25, Article 10 C.R.S. 1973, Revised 1984.

2, This permit is valid only for connection to structures which have fully complied with County zoning a uilding requirements. Con-nection to or use with any dwelling or·&tructures not approved by the Building and Zoning office shall au · ·~lcally be a violation or a requirement of the permit and cause' for both legal action and revocallon of the permit. ·, ·•

3. Any person who constructs, alters, or'in~talls an lndivl~al aewage disposal system in a manner which ln~olves ~nowing and material variation from the terms or specifications contained In· the appltcatlon of permit commits a Class I, Petty Offense ($500.00 fine- 6 monthS in jail or both).

·, ., ..\Vhito- APPUC~Nr vfllow- DEPARTMENT ---------~-----~~~~ ----~~------ ------- ------ - --~-

Page 13: Attachment B - records.garfield-county.com Engineers report 1994...Attachment "B" ENA RTECH Inc. Consulting Engineers and Hydrologists December 21, 1994 Mr. Mark Bean ... Attach separate

\ \

qARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT

109 8th Street Suite 303 Glenwood Springs, Colorado 81601

Phone (303) 945·8212

' . .,

Permit 2 5~ 8 Assessor's Pa,/:;el No.

INDIVIDUAL SEWAGE DISPOSAL PERMIT

This does not constitute

a building or use permit.

PROPERTY

Owner's Name Sopris RV Park Present Address 0640 County •jl.oad 106, Car\>llone _ _;9"6"'3'-'·'"'·0'-'1~6!,;3~_

System Localion _________ __;Oc:6~4~0'---'C"o""u~n"-t~yLR~o~a~d'-'l-"0"6'-'''--'C"a~r:,:h~o~n~d~a~l~e._ _______ --i ___ -'---

Legal Description of-Assessor's Parcel No.--------------------------·-'-------

SYSTEM DESIGN

_____ Septic Tank Capacity (gallon) ------•Other 'f;l..

----- Percolation Rate (minutes/Inch) Number of Bedrooms (or other) SEll LETTER FROU ENARTECH

t: Pek Le:rree- .NO c~~ tJ£.. /llp(J;,c;~7701(? Required Absorption Area· See Attached /[) 777fj Ler'fCtYReLJ:/1 rtS 11

Special Setback Requirements:

/ Date __________ __,__lnspector -------

FINAL SYSTEM INSPECTION AND APPROVAL (as installed)

Call for Inspection (24 hours notice) Before Covering Installation

Septic Tank Access within 8" of surface __ _:_::,.."""7""""'-------------------------

AbsorplionArea ~.e~5,_.9'-'-I"'--0 _____ 7 ""-. ____ __::,...,_::---------------------

Absorption Area Typ& and/or .,

ate J.L- il - C,'k

RETAIN WITH RECEIPT RECORDS AT C STRUCTION SITE

•CONDITIONS: 1. All installation must comply with all requirements of the Colorado State Board of Health Individual Sewage Disposal Systems Chapter

25, Article 10 C.R.S. 1973, Revised 1984. 2. This permit Is valid only for connection to structures which have fully compiled with County zoning and building requirements. Con·

necllon to or use with any dwelling or structures not approved by the Building and Zoning office shall automatically be a violation or a requirement of the permit and cause for both legal action and revocation of the permit

3. Any person who constructs, alters, or Installs an Individual sewage disposal system in a mannerwhich Involves a knowing and material variation from the terms or specifications contained in the application of permit commits a Class I, Petty Offense ($500.00 fine- 6 months In jail or both).

While- APPLICANT Yellow· DEPARTMENT

.~~ ........... c.---.-·· -·-··· --.-····· - .>-·-~·-- ----.------.--...... ----------

Page 14: Attachment B - records.garfield-county.com Engineers report 1994...Attachment "B" ENA RTECH Inc. Consulting Engineers and Hydrologists December 21, 1994 Mr. Mark Bean ... Attach separate

GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT Permit N~ 25 0 0 ~,4 109 6th Street Suite 303 Assessor's Parcel No.

Glenwood Springs, Colorado 81601 Phone (303) 945-8212

INDIVIDUAL SEWAGE DISPOSAL PERMIT ,

PROPERTY J.. ~/I- c h ;:1 e) d

This does not constUule

a building or use permit

owner's Name S ~ B I{ f~ Present Address _,_(').LJ/,L.CJ'fo.JO:L_--'C""'-L/1.J__~Iu0"44z'- Phone--2'-U • 6 I ? 3

System Locatton _ _,c;:.~L.f£--'/j,c..'O~--'C~_,f?.J... _ _,/'--"CJ'-'140C----------------

Legal Description of Assessor's Parcel No. /v tv ~ l SJ)/£ z: 75

SYSTEM DESIGN

' . £ /!W..:S t1?! '? Septic Tank Capacity (gallon) ------•Other

Percolation Rate (mlnutesflnch) Number of Bedrooms {Or other) ____ _

Required Absorption Area· See Attached ~ ~ C ~ ~ Speclel Setback Requirements:

. ___ Inspector

• 1NAL SYSTEI\IINSPECTION AND APPROVAl (as Installed)

Call for Inspection (24 hours notice) Before Covering Installation

System Installer

Septic Tank Capacity _____________ _

Septic Tank Manufacturer or Trade Name -----------

Septic Tank Access within 8" of surface ----------·

Absorption Area----------------------- ---------------

Absorption Area Type and/or Manufacturer or Trade Name--------

Adequate compliance wlth County and State regulations/requirements __ .