2014-387 TOWN OF QUEENSBURY
OS742 Bay Road,Qucensbury,NY 12804-5902 (518) 761-8201
Community Development - Building & Codes (518) 761-8256
CERTIFICATE OF COMPLIANCE
Permit Number: P20140387 Date Issued: Friday, October 31, 2014
This is to certify that work requested to be done as shown by Permit Number P20140387
has been completed.
Tax Map Number: 523400-278-000-0002-026-000-0000
Location: 650 STATE ROUTE 149
Owner: PUTNAM REALTY ENTERPRISE, LLC
Applicant: PUTNAM REALTY ENTERPRISE, LLC
This structure may be occupied as a:
Septic Alteration Residential
By Order of Town Board
TOWN OF QUEENSBURY
Issuance of this Certificate of Compliance DOES NOT relieve the Gv
property owner of the responsibility for compliance with Site Plan,
' ite
Variance, or other issues and conditions as a result of approvals by the Director of Building&Code nforcement
Planning Board or Zoning Board of Appeals.
TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
Community Development-Building& Codes (518) 761-8256
BUILDING PERMIT
Permit Number: P20140387 Application Number: A20140387
Tax Map No: 523400-278-000-0002-026-000-0000
Permission is hereby granted to: PUTNAM REALTY ENTERPRISE. LLC
For property located at: 650 STATE ROUTE 149
in the Town of Queensbury,to construct or place
at the above location in accordance with application together with plot plans and other information hereto filed
and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning
Ordinance. Type of Construction Value
Owner Address: PUTNAM REALTY ENTERPRISE, L Septic Alteration Residential
668 STATE ROUTE 149 Total Value
LAKE GEORGE NY 12845-0000
Contractor or Builder's Name /Address Electrical Inspection Agency
ELLSWORTH & SON EXCAVATING
57 ELLSWORTH Ln
LAKE GEORGE.NY 12845-0000
Plans&Specifications
2014-387
Res. Septic Alteration
$40.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Saturday,August 22,2015
(If a longer period is required,an application for an extension must be made to the code Enforcement Officer
of the Town of Queensbury before the expiration date.)
Dated at the Town f Que bu / /IF t 22,2014
SIGNED BY for the Town of Queensbury.
Director of Building&Code Enforcement
o.
SEPTIC DISPOSAL P)ERMITTTTTTTV Iy O W ��
Ji U� � IInI' Office Use Only
DATE 08/2.!'/12.10 4 1.66
� ., ! I Received
15Ut) 2G LUN VV Tax Map ID ' - - - /�
TAX MAP ID 278.-2-26 _ �.. Permit No. _ /
TOWN OF ClUttNSBURY permit Fee /
LOCATION OF INSTALLATION 650 STATE'ROUTE.'i4�9CODES
Approvals:
APPLICANT BOB GUAM PHONE/E-MAIL (518) 424-2282
ADDRESS 16 THISTLEWOOD DRIVE, QUEENSBURY NY 12804
INSTALLER/BUILDER: ELLSWORTH & SON EXCAVATING PHONE/E-MAIL (518) 792-9246
ADDRESS: 76 ELLSWORTH LANE EXT. , LAKE GEORGE NY 12845
OWNER PUTNAM REALTY ENTERPRISES, LLC PHONE/E-MAIL
Address (9 50 6' h., STATE ROUTE 149, LAKE GEORGE NY 12845
CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: PHONE
RESIDENCE INFORMATION
Year Built #of bedrooms X Gallons per bedroom =Total Daily Flow
1980 or older Garbage grinder installed Y X N
1981-1991 Spa or Hot Tub installed _Y X N
1992-Present 4 110 440
PARCEL INFORMATION
Topography X Flat rolling Steep slope %slope
Soil Nature _Sand X Loam Clay _Other
Groundwater At what depth? 20"
Bedrock/Impervious Material At what depth? >44"
Domestic Water Supply Municipal X Well (if well, water supply from any septic system absorption is 100 ft_)
Percolation Test Rate. 8:20 per minute per inch(test to be completed by licensed engineering/architect)
PROPOSED SYSTEM FOR NEW CONSTRUCTION
Tank Size 1,250 gallons(minimum size 1,000 gallons, add 250 gallons to size for each garbage grinder or spa or hot tub)
System Type Absorption field with#2 stone Total length ft.. Each trench x
Seepage Pit with#3 stone How many: ;size
Alternative System _ Bed or other type? 20' x 32' ABSORPTION BED
Holding Tank System Total required capacity? Tank size _ #of tanks
it
Notes: 1) Alarm system&associated electrical work must be inspected by a Town approved electrical inspection agency,2)We will no longer
allow systems to be covered until such time as an As-Built plan is received & approved. The installed system must match the septic system
layout on file-no exceptions.
DECLARATION: Any permit or approval granted which is based upon or is granted in reliance upon any material representation or
failure to make a material fact or circumstance know by or on behalf of an applicant, shall be void. I have read the regulations
and agree to abide y th-se and all requirements of the Town of Queensbury Sanitary Sewage Disposal Ordinance.
Print Name: . -i•MAS HUT INS, .E. (AS AGENT) Date: 8/21/2014
Signature: • • CCM A(-0.)r Date: epi It
Town of Queensbury Building&Codes Septic Disposal Permit July 2014
Town of Queensbury Building & Code Enforcement (7 aQ y : 3 0
Office No. (518) 761-8256 3 :30
Septic Inspection Report
Inspection request received: n1 /! �
Name: �tLi/wNQ�_Q .00•QICC / V�-c� ected on: ! '/a—/A1
Location: 4 6d R f isci ((( Ar7ive: `Le p.m.
Permit No.: I y " 3 p I Inspector's Initials: 'r/
C ulnts and/or dia.ram
Soil Typ<, n)Loam/Clay
Type of Water. Municipal/Well Water r
Waterline separation distance ft. , Lm'y�J 't"�'`
Well separation distance ft. 1
Other wells. ft. _
Well Casing Length 50'+/- Y N N/A c MQ ,s kUk 5 o
[150'to well required if NO]
Absorption Field. Total length ft. F1fc'?. .'t__
Length of each trench ft. 'k
Depth of trenches ft.
Size of Stone
Seepage Pits: Number
Size: x
Stone Size:
Piping Size Type
Building to tank (P y„3c' WD
Tank to Distribution Box
Distnbution Box to Field/Pit
Opening Sealed: Y_N
End Cap
Inlet/Outlet Pipes&Baffles N
Manholes 12"or less below grade N
[provide extension collar if Yes] Y N
Location/Separations
Foundation to tank ft.
Foundation to absorption ft. IJ EEp E i w`j ,
n''
Separation of Pits ft.
Conforms as per Plot Plan Y NC— 7W`L`
Engineer Report and As-Built Y N
ETU Maintenance Contract provided Y N
Location of System on Property:
Front Rear Left Side Right Side Middle Front Middle Rear
System Use Statu •
Approved
Partial Approved and needs to be re-inspected, please call the Building &Codes Office
Disapproved
Septic Inspection Report
Town of Queensbury Building & Code Enforcement CS a -j
Office No. (518) 761-8256
Septic Inspection Report
Inspection request received:
n
Name: t LA-4 qjm Reap k. Inspected on: — y'
Location: (y 6D r(4€ (�99 Arrive: a /m.1��
Permit No:: /Nt5 /'3 Inspector's Initials: //
7
(MCCP‘‘___ C• mentsand/or dia•ram
Soil Typr Sand Loam/Clay i
Type of Water: Municipal/Well Water t o
Waterline separation distance ft. — �tSE ) EOG 113 E6$J'b
Well separation distance % o ft.-k-
Other wells: I 0 0 ft.+ –���–`
Well Casing Length 50'+/- Y N N/A — 0 E-EVTCJ-- C�c2)0 M?Ok
[150'to well required if NO] p
Absorption Field: Total length \35 ft.
Length of each trench /4€eft ` � �
Depth of trenches t ft RR tbFb 9,`r D — t>
Size of Stone 42__
Size: p)ES7 7_06x9-61
Stone Size:
Piping Size Type
Building to tank n Li Iu O 4 \N6C 00
Tank to Distribution Box 1vt2`,% c�-C F6 l 1a
Distribution Box to Field/Pit n 9\w:.---to "tnd� E� a!1 "0 FOAM •FC‘c i KW
Opening Sealed: N T ?ot46\ c,vA
End Cap ‘E�� \ DoVrc-,
Inlet/Outlet Pipes&Baffles
t.:(11 P.t�-`-� _ \UCS� E ) \ �T��
Manholes 12"or less below grade V/Y yds
[provide extension collar if Yes] _Y N
Location I Separations
Foundation to tank Q ft.
Foundation to absorption ft. ?,5 pEGL Pt3
Separation of Pits /ft.Conforms as per Plot Plan �Engineer Report and As-Built Y
ETU Maintenance Contract provided Y N
Location of System on Property:
Fron Rear Left Side Right Si.• Middle Front Middle Rear
System Use Status:
JApproved °V).—VD encYF1Li___
Partial Approved and needs to be re-inspected, please call the Building &Codes Office
Disapproved
Septic Inspection Report
r
Septic Inspection Re P •
Office No. (518) 761-8256 Date Ins.-.ion ..i -
� TE,1�i ,�
Queensbury Building &Code Enforcement Arrive: - ., or.-part: .may amm
742 Bay Rd., Queensbury, NY 12804 Inspector's Initial-1,4
NAME: WirOPttA RFe r1J( C$C ' 'P NO.: \4 --(3i7
LOCATION: (ORO r5fltE. RO1TF \yek I -. CT ON: 1n --1 -1 L1
RECHECK:
Comments and/or diagram
Soil Type: Sand/ Loam/Clay
Type of Water: Municipal/ Well Water
Waterline separation distance ft.
Well separation distance ft.
Other wells: ft.
Well Casing Length 50' + / - Y_N_N/A
[150'to well required if NO]
Absorption Field: Total length _ft.
Length of each trench ft.
Depth of trenches ft.
Size of Stone
Seepage Pits: Number
Size: x
Stone Size:
Piping Size Type
Building to tank
Tank to Distribution Box
Distribution Box to Field / Pit
Opening Sealed: _Y _ N
End Cap Y_ N
Inlet/Outlet Pipes&Baffles _Y_ N
Manholes 12"or less below grade _Y_N
[provide extension collar if Yes] Y _ N
Location/ Separations
Foundation to tank ft._
Foundation to absorption _ft.
Separation of Pits ft.
Conforms as per Plot Plan Y N
Engineer Report and As-Built YN
ETU Maintenance Contract Y —N
provided
Location of System on Property:
Front r Left Side Right Side Middle Front Middle Rear
S stem Use S s:
Approved
Partial Approved and needs to be re-inspected, please call the Building &Codes Office
Disapproved
L:\Pam Whiting\2010\Building Codes Forms\L 1spedion Fonns\Septic Inspection Report_03 29 10.doc
Hav2d
Queensbury,
N NY 12804
Hutchins Engineering Phone:(518)745-0307
9 9 Fax: (518)745-0308
October 30, 2014
Mr. John O'Brien
Town of Queensbury
742 Bay Road
Queensbury NY 12804
Re: Bob Guay/ Putnam Realty, 650 State Route 149
Tax Map#278.-2-26
Dear Mr. O'Brien:
A representative from our office visited the above-referenced site on multiple occasions during
construction. It is my opinion that the wastewater system was installed in general conformance
with the approved plans and the attached record drawing.
Please contact me if you have any questions or if you require additional information.
Best Regards,
G. Nomas Hutchins, P.E. .
ILIC
Cc: Mr. Bob Guay via e-mail
G.Thomas Hutchins,P.E.
FILL MATERIAL NOTES WASTEWATER SYSTEM DESIGN SYSTEM MATERIAL
SITE SOILS DATA LL MA]ERra To AF PLA m ro AI oB D E H£E E-mAB r.a PRIOR ro Fo w BEOH oM uLST N SPECIFICATIONS
NSiaUAI.OF ABSSAIDS,BEO DESIGN ROw-D0 mD/BEOROOM
TEST PTTE SSS B DEEILN FLOW-1.GPO PIPKIN 4S WE J5 PVC IM1'STALL wires i/4"PER wH favi
lP_).6/12J)4 BY J DNTCNN£P F APTFR afMOL4NG ORGANic£PUCE AISrFu FILL DtER HIS FNERE AREA I SEPRG TN:N-1.250 LATEEN PRECAST CONCRE2 SEPAL TA t
=`N
ttt`TNA`-4
URFAE£irU PRmOSED ABSDIBON BED AND TAPER AREA. PUMP STAnON-1,000.11.➢RECAST COx B,PUMP TANK
8-20" =`NAL NAT`S -DARK BRDWN SILT LOAM ]£RLN FIEYO-ADISAD IDN BED
EFFIVEW SE?IL- y
20-44" IXltf BROxx SANDY SrtT-flftu,uOTRm "SYE2M FILL"IBATEAIAL END.BE CAREPUUY SELECTED EA40.SANDY LOAM INH OE_VGN PERCgARDN SAIF=8-to MINJw FOOT M.HEINATIN 9t0=£35 PtC.rn'."tN)N;/A*PER 1p
NBTTEIN,AT 20' SAND T LOAMY GRAVEL BYTH R,-PLACE PERaxADIXH RATE OF 3-6 INHANIDT Lf DN Ra rt=.J m0/s
Roofs ro zB- AND No oacawres OR oeaEcrs DVER 3 w sls z BY aesceDS S,AREA
aemRrno�amy Tao s -�
./12/14 BY r.HUTc1rvI£P.E. C A1. 37`F +N R NUMBER 2cb 51£4£ LLSS iNax ID NflGhT O WA>ER w➢OLt¢on BED xf1L BE t-f z'sDR-�G Pw aR SBR-1)xOPE "
J8^34 SNAL AS
PINEA TN ar LEAST 2 BF n,E MATEAIAL USE
O- T BROWN ALT LOAN FILL B BY,W'I,IN-6E AT IHE RANGE�O.SOmm m 20rrm. LESS TNA,I-P M Aw xi
/4'-.-0� C.M. TAINTAIN 50'SEPARAMIN TO SEPBC ANK
1a-18" AN.NL TOPSOIL-DARN BROWN EYLi LDA. A ! I m iHF MATERIA eY l5FI6HT SHN.t BE LARGER MRN A i/2"SEVE. PERFGRA BE 4P£P£RFDRA]ED SDR-3S
11 'SEPRR CN i0 ABSORPnCN FlFLD PIPINO lO /
e-zz- aJVE eaaxx mT.soME cur-uornfo MAIERw.Is To BE NECNANR y ITawuz£D,N 6 uFrs WTIN ABSORPTION FIELD NOTES
TT GRAY FlNE SANDY LOAM-NOTICED F�/ I I YsiEM TILL
Q� �F ]HACREO EWiPMENT P_JO WSTALLA_.iRENpHES. NS OESHW URLIZES A SigN0AR0 I—AASORPtigv BED
rNSTALLEO E Is TO BE 3/4'TO)-]/2•WA—SITH, �2
MOiiLRlG aJ 2 �(moi ^'_' / STABNZED FILL MATERIAL CUT AL TREE£ti SUMPS ANO I—VE4ETAT. .I
VYJ I 9 y ' I IxSIAttER TO xOiIPY ENGINEER OF PROD SDURCE cF SISI£. Fltt AT GRIDS AID REMOVE R£MOIE STEMPS N XIS NG OfiGN+G M4TE RL -TEA rnPML
PERLOUTfONip:. / \ R i x!/ N LIES FABRIC TO BE lENLA]£MNHAA 14Av OR EWIVAt Exi.
PT-I:6/12/)4 AY T.HUTGINN£P.E MA]EFIAL M+lINt ro ANSPTM11N0 N E11E. FROM SURFACE PRIOR TO AREA. FlLL P USE iaAG:ED EWWMENT FOR AU Frt[u IEPoAt 4lE LOCAl10N
SJABIu2ED PERGGLAnoN RAIE of a MrNUTEs zo SEEDITS / 0�^°°/ I WOK IN AD oPR ON FIaD ARE BA. LOCATION MAP
A , NA BE REWIRED TO PPO NDE CCt£R m SEPAL}ANIS AND PUNS STgifpV BACKFILL ro BE GRANULAR'(-S).Lt MAIFRIAL AlIN NU I.
\Q NAY BE NAIIUE uARRiAL CR DINER MARFIat x1,1CH IS NOi NECESSgalt PGRapE m SYSTEM R,ORDER i0 DIVERT PARDCLES GFEATEft IRAN 2'(-2f.
F/LL SURFACE RUNOiF ARWND ABSORrnON FIELp. Trocplr
EFFD AND SE—S.NRF.
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0/ SN \ M1 macRED Ecu'PMENi - - -
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f e gZ O \ ESTRBLISN LEVEL AREA BENEATSISTVJ�U AS NEEDED H 1<r BE
AnRAFlAeRIC, ' SOPOSED
STONE ASIDSPT)ON PEO RASE +CROS EWIVALENr _ BV ZION BOx
all I 0,: i ABSORPTION BED PROFILE
\ SITE PLAN W ABSORPTION BED PLAN
SCALE:I"aJo' / EXTENDS WEAixmhT mJIM NTS
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c VrR 6a5 D£T]£CTCR BDUE ALARM FLOAT L£r£t BE EN
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iENS AT
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16- '• 5GU]ED ANO REM0I,SIT
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ADD.•PUMP W' ADNEDrPri SNTRI""a sI PUMPSTAWNNOM
PUUP DN J / SEA AU TANK—AS WATED1.1 ) REGmO DPnxfxG !D/JO/l4
Dlx �I.eMETo ;/r S 4D P4c DR o41DE AID ASTAu LISTED PACxAGEO PTINP LONrHGL MAP REFERENCE o DED Fol PERMIT B/zv14."
AL PF£ T a uH a.Y'NiD Mr p'F`�--\— E1 S / GALVANrZEDR iPwG WADE inNE wt t AN➢L auRSOE AFWu INS ignCCE59AND aP m a SUryKY MADE Fm No. Dole
CONCRf]E SEPTIC iArvK PU xET DELL WCN BALL CO RIX Pa N- I sE PUTNaM PEAL ENTERPR5E5.
,B-MrN. �CaiE vuvE LOCAnW"rM lESEN o s¢Iv,ce LBa.Y'DIN rss SITE PLAN
uStaLL POWER A,CON]ROI WR)NG TO CONnHOLLEA MM �R'4'roRS DUEENES-,BY,
SEPTIC TANK NOTES •'. REDucuG IS PANTED ARM:x HOUSE w ALcmoaxcf YYYN AxuFA R£Rs r>rewreeTo.'
NIPS SNAIL COMPLY IN THE HEUDASMENTS m ITS HE'CORK STATE OEPAR]MEH+T OF NEALIN /✓ .� __A`RD BY.I .11 VatrE,NSIRUCROxS ANO NARONAL ELELRNC MCODE L(NEG)
ALL
SH+LL BE OF PRECAST CONCR£rE a5 MANIIF4cn/REB BY 11—YA JN]FAPR6Es BE EDUIVAENT. eau Cx£CK VACLE-� / �C000 cA PREca' IHROTTIfD To aLmw rRicKt£ RECU,REMExiS Bob G!!dy
cxcnETE PUMP TANK DRAIN eacK rxio wETu. Dig �Safe(y.
sMPtfx EFFLPUNDT PUMw mx—AND SORT LEVET.s To BE.—IT.TD New York Bw Rosas Nr Rr f4BES
IDI SIRNC NRREs NIA BSE,CHISH OI, M.5OMPa H DA DF A ASC Ba SE wn SN EXlsnxc BUIL () OCATE 1-1 A,a NI DE 0 ILL DOSE wn RrquremWry.vamp nn NY
FlR a HE aALEo�ns NLGEssaar>o ACHrE4E a sramE uurov z-L
BBASE.IDs CHISHED srw,E E..N rRwpEv£aN"`ND i
SEPTIC TANK AND PUMP STATION DETAIL to BE NIDRLxrAnc AIEF45 EF—1 PUMP IX= RI a N o m Dol,av2:na,
SEPDC i aFPoC AREA5 SILL BE OF EXIDI HEAVY GBNEIRLNBBI DESIGNED FSH NTS Mf�N.,TANK ENTTI PUUF )64 DawmR Rana
N-20 xNER LOADWC N iR 4EAiFr Ex�SiwG ELECTRrCAL SER4KE PRIOR TO PURLD45x,G ®�.n�1 m.v.m G WamsUvey Nv 12804
PUMP. 800.9.2-]962
sr BF SEATED WTm.11 EEAUNT. ,I .euow RIE L+WeD LE_MVST BE TEssD (,,A __,P,7 29805-0I
ATL
eACIMtPauxG. Hutchins Engineering 518 245-030,Fo.
SITE SOILS DATA
TEST PITS
TP -1: 6/12/14 BY T. HUTCHINS, P.E.
0-8" SILTY SURFACE FILL
8-20" ORIGINAL TOPSOIL - DARK BROWN SILT LOAM
20-44" OLIVE BROWN SANDY SILT - FIRM, MOTTLED
MOTTLING AT 20"
ROOTS TO 20"
TP -2 6/12/14 BY T. HUTCHINS, P.E.
0-10" LIGHT BROWN SILT LOAM FILL
10-18" ORIGINAL TOPSOIL - DARK BROWN SILT LOAM
18-22" OLIVE BROWN SILT, SOME CLAY - MOTTLED
22-36" GRAY FINE SANDY LOAM - MOTTLED
MOTTLING AT 20"
ROOTS TO 19"
PERCOLATION TESTS
PTPT1: 6/12/14 BY T. HUTCHINS, P.E.
STABILIZED PERCOLATION RATE OF 8 MINUTES 20 SECONDS
FILL MATERIAL NOTES WASTEWATER SYSTEM DESIGN
SYSTEM MATERIAL
FILL MATERIAL TO BE PLACED TO ALLOW ONE FREEZE—THAW CYCLE PRIOR TO FOUR BEDROOM DESIGN v fi 1
SPECIFICATIONS
INSTALLATION OF ABSORPTION BED. DESIGN FLOW - 110 GPD/BEDROOM °
SYSTEM DESIGN FLOW 440 GPD
HOUSE SEWER
PIPING TO BE 4" SDR -35 PVC. INSTALL WITH 1/4" PER
AFTER REMOVING ORGANICS PLACE SYSTEM FILL OVER THE ENTIRE AREA OF SEPTIC TANK 1,250 GALLON PRECAST CONCRETE SEPTIC TANK WI
FOOT MINIMUM SLOPE. "
PROPOSED ABSORPTION BED AND TAPER AREA. PUMP STATION - 1,000 GALLON PRECAST CONCRETE PUMP TANKs+
LEACH FIELD ABSORPTION BED EFFLUENT SEWER
" DESIGN PERCOLATION RATE 8-10 MIN IN PIPING TO BE 4" SDR -35 PVC. INSTALL WITH 1 8" PER ':<•4' art, f }
SYSTEM FILL" MATERIAL SHALL BE CAREFULLY SELECTED SAND, SANDY LOAM OR / / ;
SF FOOT MINIMUM SLOPE.
APPLICATION RATE _ .7 GPD/ 1
SANDY LOAMY GRAVEL WITH IN-PLACE PERCOLATION RATE OF 3-6 MIN/INCH x r t 1
S, AND NO ORGANICS OR OBJECTS OVER 3" IN SIZE. LESS:THAN 10% BY WEIGHT ABSORPTION AREA REQUIRED = 629 SF FORCEMAIN
%9'34' SHALL BE FINER THAN A NUMBER 200 SIEVE, AT LEAST 25% OF THE MATERIAL USE 20'X35' ABSORPTION BED = 700 SF PIPING TO BE 1-1/2" SDR -26 PVC OR SDR -11 HDPE.
C'M%2�¢'' E BY WEIGHT SHALL BE IN THE RANGE OF 0.50mm TO 2.Omm. LESS THAN 15% POTABLE WATER SUPPLY IS ON SITE WELL MAINTAIN 4 MINIMUM COVER.
0$ C. M. MAINTAIN 50' SEPARATION TO SEPTIC TANK
i OF THE MATERIAL BY WEIGHT SHALL BE LARGER THAN A 1/2" SIEVE. PERFORATED 'PIPE
MAINTAIN 100' SEPARATION TO ABSORPTION FIELD2 x
/� ® ^� PIPING TO BE 4' PERFORATED SDR -35 PVC.
A<,r s
SYSTEM FILL MATERIAL IS TO BE MECHANICALLY STABILIZED IN 6'" LIFTS WITH �SORPTI®N FIELD NOTES � vi� TRACKED EQUIPMENT PRIOR TO INSTALLATION OF TRENCHES. THIS DESIGN UTILIZES A STANDARD STONE ABSORPTION BED INSTALLED IN STONE t ,� g
STONE IS TO.BE 3/4" TO 1-1/2'" WASHED STONE.
STABILIZED FILL MATERIAL. CUT ALL TREES, STUMPS AND OTHER VEGETATION
INSTALLER TO NOTIFY ENGINEER OF PROPOSED SOURCE OF SYSTEM FILL AT GRADE AND REMOVE. REMOVE STUMPS AND EXISTING ORGANIC MATERIAL FILTER FABRIC =" , f
/
FILTER FABRIC TO BE TENCATE MIRAFI 140N OR EQUIVALENT.
' " ' /U�• I MATERIAL PRIOR TO TRANSPORTING TO SITE. FROM SURFACE PRIOR TO PLACING FILL. USE TRACKED -EQUIPMENT FOR -ALL -
n I ct ^ " ^ __ -^ " ^^ ^^ ^T ^ _. WORK IN ABSOPRTlON FIELD AREA. BACKFILL MATERIAL SITE LOCATION LOCATION MAP