SEP-000612-2017 TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201
Community Development-Building& Codes (518) 761-8256
BUILDING PERMIT
Permit Number: SEP-000612-2017
Tax Map No: 226.16-1-40
Permission is hereby granted to: Leonard Romeo
For property located at: 282 CLEVERDALE RD
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
Tyne of Construction
Owner Name: Leonard Romeo Septic Disposal-Residential $0.00
Owner Address: 2 Griffing PL Total Value $0.00
Queensbury,NY 12804
Contractor or Builder's Name/Address Electrical Inspection Agency
Plans&Specifications
Septic Alteration
Eljen GSF Absorption Trenches
$40.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Wednesday,October 3,2018
(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 ofr:5j Wu;d O ber 3 2017
SIGNED BY: for the Town of Queensbury.
Director of Building&Code Enforcement
SEPTIC DISPOSAL PERMIT
Office Use Only
DATE Sept. 25, 2017 Received
Tax Map ID
TAX MAP ID 226.16-1-40 Permit No. -Q-k _ -go\4
282 Cleverdale Road Permit Fee
LOCATION OF INSTALLATION Aprafs�` InvQ C l!t L'I
APPLICANT Len Romeo PHONE/E-MAIL
ADDRESS 170 Saratoga Road, South Glens Falls, NY 12803
INSTALLER/BUILDER: To be determined PHONE �r
la U
ADDRESS: vvvl -.11.-0 1 Nni I
WNER Len Romeo PHONE SEP 2 8 2017j UU
Address 282 Cleverdale Road, Queensbury, NY T)WN OF QUEENSBURY
CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: PHONE
RES/DENCEINFORMAT/ON Plumbing updated per 1992 standards
Year Built #of bedrooms X Gallons per bedroom =Total Daily Flow
1980 or older Garbage grinder installed ll Y [D N
1981-1991 Spa or Hot Tub installed 0Y 0 N
1992-Present 5 110 550
PARCEL INFORMATION
Topography x Flat rolling Steep slope 5-10 %slope
Soil Nature x Sand x Loam Clay Other
Groundwater At what depth? 5ft
Bedrock/Impervious Material At what depth?>sft
Domestic Water Supply (Lake supply) Municipal Well (if well,water supply from any septic system absorption is ft.)
Percolation Test Rate: 21-30 per minute per inch (test to be completed by licensed engineering/architect)
PROPOSED SYSTEM FOR NEW CONSTRUCTION Eljen GSF Absorption Trenches
Tank Size 1500 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 Iso ft.; Each trench 32 x 5
Eljen GSF Seepage Pit with#3 stone How many: —;size
Alternative System Bed or other type?
Holding Tank System Total required capacity? Tank size #of tanks
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 by these and all requirements of the Town of Queensbury Sanitary Sewage Disposal Ordinance.
Print Name: Len Romeo(Applicant) Kristoph La Pan E.(Environmental Design) Date: 9/25/17
Signature: � Date:
Town of Queensbury Building & Codes Septic Disposal Permit July 2014
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REPORTED OC9TJON OF
GARAGE 1
750 GALLON SEPTIC TE e
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SITE LOCATIONP ;, 300ORTED CALLONOPUA41`1V TANK Z z
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SCALE: 1" - 2000' + C�
LANDS NIF OFIlk"
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SOILS ANALYSIS
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TEST PITS: DUE TO THE EXISTING SITE CONDITIONS (STONE WALL, GARAGE AND ;
LANDSCAPING) ACCESS TO THE YARD/ABSORPTION FIELD AREA IS LIMITED FOR EVEN A !
SMALL EXCAVATOR. SOILS 'TEST PITS' WERE THEREFORE DUG BY HAND USING AEXISTINU ITE " 0" "N"u" I T I N 5.3"
COMBINATION OF SHOVEL HOLE TO A CERTAIN DEPTH FOLLOWED BY AUGER HOLE "IO "THE
DESIRED DEPTH. TEST HOLES WERE DUG IN THE SAME AREA AS THE EXISTING FIELD IN i _ _ ...__... - —
AREAS OF NATIVE SOIL. 11 kCAL..E i 1"=20' 14 z
HIM
TP # 1 — NORTHSIDE ADJACENT TO WALK l
EXCAVATED A 15" X 15" SHOVEL HOLE TO A 22" DEPTH CONTINUED WITH AN AUGER i+ ',
HOLE TO A 72" DEPTH 0 IM
0 — 22" SHOVEL HOLE — LOAM TO LOAMY SAND kI
22 — 721' AUGER HOLE — LOAMY SAND TO FINE SANDY SILT, k
WATER OBSERVED IN THE AUGER HOLE UP TOA 59'° DEPTH `� `
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NO LEDGE OBSERVED
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TP # 2 — CENTER OF YARD , EAST OF TP #1 EXISTING ABSORPTION FIELD COMPONENTS DISCOVERED DURING e `,
NEW SYSTEM INSTALLATION SHALL BE EXCAVATED AVD PROPERLY PROPOSED 1000 GALLON PRECAST --
EXCAVATED A 15" X 15" SHOVEL HOLE TO A 24" DEPTH DISPOSED OF OFF—SITE. ANY REQUIRED OVER—EXCAVATION SHALL CONCRETE PUMP TANK ( � �
DUPLEX)
CONTINUED WITH AN AUGER HOLE TO A 93" DEPTH BE BACKFILLED AND STABILIZED WITH SUITABLE LOAMY SAND FILL 1
SOIL (QUEENSBURY RED DIRT). EXISTING _
0 — 24" SHOVEL HOLE — LOAM TO LOAMY SANDDOCK LL, r
24 — 93" AUGER HOLE. -- LOAMY SAND -IO FINE SANDY SILT/SN T, 1 11 4" PVC SDR-26 EFFLUENT SEWER F—
r SMALL STONE €} AT J"/FT MIN SLOPE
S
OME fa
WATER OBSERVED IN THE AUGER HOLE UP TO A 59" DEPTH 1 LANDS: NIF OF
1 I -------------
JOAN R0 ER r �
NO LEDGE OBSERVED 1
1 POTENTIAL FUTURE
BUILDING EXPANSION
1 ELJEN GSF ABSORPTION LJLf
TRENCH SYSTEM 5 LATERALS ``\ LAKE 0
AT 32 LF EACH. 160 LF TOTAL 1 \; o
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ALKWAYCu
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TAX PARCEL MAP 1 ._- j 1 ;1EXISTING 0
SCALE: 1 = `300 �, � �- ' J i� t ` ' � ` i t �
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_ ----- — l i CONCRETE DISTRIBUTION "°"" w
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_- \�a )i 1� ! PROPOSED 1,x00 GALLON PREGAs-r BUILDING&CODES ,
r_ CONCRETE SEPTIC TANK
GEORGE '; 1` I1j"" HDPE FORCE' - �
LAKE
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APPROXIMATE LOCATION i 226.16-1-40 SEP-000612-2017
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w OF EXISTING WELL
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R
omeo, Leonardm} 282 Cleverdale Road .Id
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MAP REFERENCE: as
`} / BOUNDARY AND EXISTING SITE Residential Septic Alteration
PROJECT SITE (f } CONDITIONS WERE OBTAINED FROM �
22.16-1-40 i WARREN COUNTY GIS MAPPING, AERIAL
MAPPING AND SITE OBSERVATIONS AND
I 1 J MEASUREMENTS,
GRAPHIC SCALE
Ld
/0`�% PRO' rr__`4"tSEru_"' WASTEWATER UUNDITIUN S
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REPLACEMENT WASTEWATER SYSTEM: BASIS OF DESIGN
REGULATORY AUTHORITY: 'TOWN OF QUEENSBURY BACKFILL WITH NATIVE SOILS 4" PERFORATED
FILTER FABRIC (TYP) PIPE (TYPICAL)
DESIGN STANDARDS: NEW YORK STATE DEPARTMENT OF HEALTH (10NYCRR APPENDIX 75-A), WASTEWATER TREATMENT STANDARDS - INDIVIDUAL HOUSEHOLD
S�
SYSTEM. EXISTING GRADE -23" MAX. �4
SYSTEMS ti
4'± TYP°-
CT DESCRIPTION: THE EXISTING WASTEWATER SYSTEM SERVING THE ROMEO RESIDENCE ON CLEVERDALE ROAD IN THE TOWNn "
TOWN OF QUEENSBURY ORDINANCE - CHAPTER 136: SEWERS AND SEWAGE DISPOSAL -- PART 1, ON-SITE SEWAGE DI
PRQJE OF QUEENSBURY IS 40+ ) .::::
�i � i;" 12 _23 „
_ - EXISTING SYSTEM SHOULD OPERATIONAL CONDITIONS REQUIRE ........I I ! I I ; ._ _. 2
YEARS IN AGE AND IT IS THE APPLICANTS INTENT TO PROVIDE A REPLACEMENT
DESIGN FOR THE
(- _. . . . . ` t� pyo
f A SIMILAR LOCATION ON THE PROPERTY AS THE EXISTING SYSTEM.
ANEW SYSTEM. THIS PLAN PROPOSES A NEN DESIGN FOR A WASTEWATER SYSTEM IN -' I I "
F T I EFFLUENT f FILTER A PUMP PIT WITH TH A SIMPLEX PUMP ASSEMBLY AND AN ABSORPTION - E ; . ... a-
THE PROPOSED SYS
TEM WILL CONSIST T OF ,4 NEW SEPTIC TANK WITH . . . . . . . . . . . . .
I :....... .. ..........: C :..........: :..........: : :....\ f ".
. . . . . . : :... ..
- l ; il... ..TIL.. ... (
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AREA USING ELJEN GSF TECHNOLOGY. /' -: -"
E : '- {
FIELDAR _ _ - --
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S D S 0 A DEPTH H QF 6 ,.., __.... __...... _........ ....... : ... _. __..... , I ....
SOILS ANALYSIS: SOILS INVESTIGATIONS IN THE AREA OF THE PROPOSED ABSORPTION FIELD FOUND A FINE SANDY LOAM TO All Y LLT T
AT APPROXIMATELY 53 . NO BEDROCK WAS FOUND WITHIN THE
h TEST HOLE. THE PERCOLATION RATE OF TFfC EXISTING FINE : : : , : , : _ .;.;E" i : €--.-, -.....E
WATER TABLE. WAS OBSERVEDyPJ�
r. . { r r . . ._ .. I i.._..: : I E.,.�.,._E Ei ..:.€ I €-..__�' .'' ,,..E E ,i :
SANDY SIL{ SAIL IS .N THE J_. ,.)0 MINUTE/INCH BESTOW RANGE, ... ....III:: - -
...
....E : ...
.,,,, ,. ....,. ., .....,....E i E
_ SUPPLY 1 } NEIGHBORING PROPERTIES TO THE NORTH AND SOUTH OF THIS PROPERTY ;:::::`: ::".::.::::€ :::..:::
ALSO USE LAKE GEORGE AS THEIR WATER SUPPLY. A PROPERTY TO THE WEST HAS A DRILLED WELL AND A 100' HORIZONTAL SEPARATION (MIN.) HAS BEEN
WATER SUPPLY: THE CURRENT NATER SUPE LY SERVING THIS LOT IS LAKE GEORGE.
SUPPLY. E
MAINTAINED TO THE ABSORPTION FIELD. i ELJEN CSF MODULE
PROJECTED FLOWRATE: -THE EXISTING RESIDENCE HAS A TOTAL. OF FIVE BEDROOMS. BASED ON A FIVE (5) BEDROOM COUNT AND NYS DOH STANDARDS FOR S- THIELS (TYPICAL),
POST 1531 WATER SAVING FIXTURES @ 110 GALLONS PER DAY PER BEDROOM, THE AVERAGE DAILY FLOW' (ADF) IS 550 GALLONS. THIS FLOWRATE DOES NOT CONCRETE ND 36" MIN.
INCLUDE THE USE OF A GARBAGE GRINDER (NOR IS ONE RECOMMENDED) OR A HOT TUB/SPA. ADDITIONAL FLOWRATE MUST BE IVCLUDED IN THE DESIGN (TYPICAL) TO SEASONAL
SHOULD EITHER OF THESE COMPONENTS BE PART OF THE HOUSE DESIGN. ' HIGH GROUND
WATER AND/OR
SEPTIC TANK: THE REQUIRED CAPACITY FOR A FIVE BEDROOM FLOWRATE IS '1500 GALLONS. THE RECOMMENDED TANK FOR THIS, SYSTEM IS A 1500 (MIN) IMPERVIOUS - --
GALLON PRECAST CONCRETE TANK WITH BAFFLE (TWO COMPARTMENTS) BY UTOPIA ENTERPRISES OR EQUAL AND AN EFFLUENT FILITER AT THE DISCHARGE SURFACE
OUTLET.
THE FRAME AND COVER FOR THE TANK ACCESS OPENING SHALL BE POLYLOK ACCESS SYSTEM COMPONENTS OR EQUAL (22".).
I
fi r SEPTIC TANK. WASTEWATER ABSO"'IRPTION FIELD SEC"TION
EFFLUENT PUMP PIT AND PUMP ASSEMBLY: SEPTIC TANK EFFLUENT SHALT._ FLOW TO A PRECAST CONCRETE PUMP PIT, BY UTOPIA ENTERPRISES OR EQUAL, �
_. ___ _.__w._ W ..-,.. _ ..._..__._ .
HOUSING A DUPLEX PUMP ASSEMBLY AND CONTROLS FOR TIMED DOSING OF THE EFFLUENT, THE EFFLUENT PUMPS SHALL BE GQIJLD MODEL 3885 OR EQUAL, SCAL.,E1 1"
CAPABLE- OF 15 GPM AT A TDH OF 15 FEET (MIN). THE CONTROL PANEL. WITH AUDIBLE ALARM AND REMOTE LIGHT SHALL BE LOCATED WITHIN MECHANICAL Lu
SPACE OF THE HOUSE. THE PUMP CONTROLS SHALL INCLUDE A TIMED DOSE (2 HOURS PER CYCLE - MINIMUM) WHICH DELIVERS IA DOSING VOLUME OF
APPROXIMATELY 80% OF -THE PIPING CAPACITY. A QUARTER TURN VALVE SHALL BE INSTALLED ON THE DISCHARGE PIPING WITHIN THE PUMP TANK -TO ALLOW
FOR PROPER DRAIN BACK OF THE FORCE MAIN VOLUME AFTER PUMP SHUTDOWN. THE ACCESS TO THE PUMP PIT SHALL BE POLYLOK ACCESS SYSTEM
COMPONENTS (30" MIN.) OR EQUAL. THE PUMP PIT SHALT_ BE VENTED BACK TO THE HOUSE STACK.
FORCE MAIN: THE FORCE MAIN PIPING SHALL BE '1-%" HDPE PIPE INSTALLED TO -THE DISTRIBUTION BOX AT THE FIELD AREA. THE FORCE MAIN SHALL BE
INSTALLED AT A POSITIVE GRADE TO ALLOW IT TO SELF--DRAIN BACK TO THE PUMP PIT. THE FORCE MAIN SHALL ENLARGE TO A 4" PVC PIPE AT LEAST 4' SUITABLE BACKFILL_ Z z
OUTSIDE THE D-BOX. PLUS A MIN. 4"' TOPSOIL R� SEED FINISHED GRADE ��gg
_ 8
- F F FF LEVELERS SHALL BE PROVIDED FOR USE _ TOP salt ,:.::-:::.::..::::.:.::.::.::::::::::::.::::::::::::::........:.:.-::.::.,::.::..:::::::::.:.
DISTRIBUTION BOX. THE D BOX SHALL BE A PRECAST CONCRETE BOX BY UTOPIA ENTERPRISES OR _.QUAL. SPEED l xy MAX 51-OPE .::::.:,:....::.:::.:::::.::::::::::::::.-::.:.:::.::..::..:..::.::::.:::.::.....:::..::..:..::.:::::..:...::.:.::..::.:::::::::.:.:::.::.:..::..::..::..:. ME
.-::::::::::.::::.:::..:.::..:.::.::..:....-:.::.:::::.:.:....:...::.: .::.:.::::::::::.::...:::::::::..:::<-.-:::::::::..,:<:::..,::::::.:°::.:::.::..::..,:...::::::.f
IN EACH PIPE INVERT. THE INLET TO THE D-BOX SHALL BE A 4" PVC' PIPE (4' MIN.) WHICH RECEIVES FLOW FROM THE FORCE MAIN PIPE.
::: .-::::::::::.:::.-::.-:::::.:::.:..::..::..::..::.....::..::..::..::.:::::::..::.:.::...: :.:-:::::.:-:.:...::..::.:::..::.::- !
-.__--W- SUITABLE BACKFILL
ABSORPTION FIELD: THE PROPOSED ABSORPTION FIELD SHALL BE A ABSORPTION TRENCH CONFIGURATION USING ELJEN GSF UNITS. THERE SHALL BE FIVE 4" PERF, PIPE GEO FEXTiLE COVER FABRIC 4" DIA PERFORATED PIPE (COBBLES, ROCKS TO BE REMOVED)
LATERALS, EACH OF 32 LF, PROVIDING A TOTAL. OF 160 LF FOR THE FIVE BEDROOM SYSTEM. AS THE FIELD IS ON A SLOPED SIGHT EACH LATERAL. WILL BE 10_17" I \ !?'-1B°
STEPPED DOWN THE SLOPE AS INDICATED BY THE CROSS--SECTIONAL VIEW SHOWN ON THIS SHEET. THE AREA OF' THE DISPOSAL I FIELD SHALL BE HOLES 5 O'CLOCK
GEC-TEXTILE COVER i
APPROXIMATELY 36' X 36'. 30' MAX f
BANDING STRIPS
:-�-4' MIN. UNDISTURBED SOIL-11111
xa";4�.' ..:*.: max.✓- 4: a a ;'o�xa:, "s• ,,;,.��,i„�.1.� ^_ , .a °-±;;,:.�,A
° a�$'� -:J;-u ,r.:v.1:a:`=?.:,,.ra'i.ip i'.:... `;'•M':` •t'•. .r :'�� :.z+�';s`p+i�-g,'," '
'.`a>I .s�a; ai• ir,.:, g-:y':.., ,h;,t: .re„q .:j;h...;s -
i, ;; ,,r' :Fti.;..'1i,:;y5,#•: a; :°'e�:^r• yr;, :fP •r;r;^ ':;j; `s,^.,f?3� VPZ4:t:r'°� ti" Iv1iN. 7`
:.:s,.,,E8.15:i A:s, z '' << ELJEN GSF UNIT 9 I
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�K2S2S}T>RR - Y(i{74?SMkCI ASN- �^-� jys
CONCRETE SAND fir1
STRATA, BEDR( o` MIN,
USABLE SOIL PEF�(O(ATION RATE 1-60 MIN./IN, S' OR SEASONAL HMIN. TO I�HS GROUND NlA'ER CK 6" MIN. 8��y
NJ l i`:
i'IPc JOIt 7 tC? Etc SEALED >N?T;a \/\�\., \/. .:\\. .. \. \. \": . . . ,,.. \�\ ..`, . . \�\/ ., E
T 2APiS PICiN FKC!.`: SID'.7 CU A,;,HA7? f'I"i f- MLI S OR EQUVVALEFJT. - 3G = b' MIN, 3' MIN
CCNfRAGTOR TO iN'ST„LL w
4” PVC SDR 26 AS R`Q;iRFf' n c; r T?: ?I?. ( +
ST'Y`r,UF:)'M BL.UE- Fs+)AR1) MPI. f r .:..l A JNS Or
OVER IOP OF I'D' DUX C)LrT=f=!` P(%''F_:`� MUST Bc FOU411- � 3' TO IMPERVIOUS STRATA, BEDROCK, DR
SEASONAL HIGH GROUNDWATER „I
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SLOPE Jr JUTE T P:'P u
n SEI;�J,=;:-rt; ?-rf; G1.^t'"IBC%il on,,' BOX �.
{;,RATSC /
f^ / AASH IV_ L'I.Sr,RIBL.I rJ,rc' LH rEti,
%UTRENCH C" ON F1 ` U RATION
b"' PER r
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REA4 V BLE COVE.-Pu" ROSS SECTION "' R"S S SECTION Co- 0 z
BEYOND '-'JP OF BOY, `. - _ _ W :_:_
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AS.rUPE FL BY r�C7fiT R4ftd Eli 7O P e i
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`JSULlTE FORCE :''Ar°+li i --'
PVC PIPE'_
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'N HERE COVER IS LES` IN13> I Gr;AL E �Y POLYG`OVTLR 'I
E_ Pt)L. L_OK Qf? A h
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v a ........................... ..._. ... ....,. _ _ MIN (10' PREFER?ED) - 1--
- --- ITT YTrf= .., -
SILT FENCE-\ a
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_ II:::::: :::::::I :::::: ,J i ll II=FORCE MAIN CONNEC"TION TO D- Bux . ILII AC r \ I n
�r H,4L:1' E\T-IJ N G NERAL NOrE
:iil: c CL
ACCESS � IJ
-A.� `� �IIII--- oma::::- 2' I ?�,. ,�. SER
POLYLOCK OR :_QUAL � AR!)VeOF:I.? � �z _
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N :.:_: - (.1` kEC).J:RED) _POST g � r� w
_ caE
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W.. ___........__.. - 1. SILT FENCE SHALL B PLACED A MINIMUM OF 5 FROM TOE OF SLOPE, 10 FT. PREFERRED TO PROVIDE p
1 n FT. M 0
E E
NOT LE (I EI- p 0 6- 0 'n• ADEQUATE AREA FOR SEDIMENT STORAGE AND FACILITATE MAINTENANCE OF SEDIMENT CONTAINMENT AREA. ly m tl
»— @ - - I'...,c,. vUTLE'I' 0- 0 m UNDSfURBED t rte,
4" OR `:f -. PAiw. { r ° GEG{SND aWIREMESHUSE lJ I 0 Qcu
ra
r, BLDG,SEt°JER a ....................._..... _ : .._.^ 7..a r OR U POSTS r SILT FENCE SHALL BE 0
„... ._ cc
1 1�3 - \ - OREQUAL). (MINIMUM)
p ) _ _ WOVEN GEOTEXTILE FABRI ( OTEX 2130 OR
12: �-�`PtATE R -iGI-IT JOINT (TYP. - SED1MEr�f
3 \ U �\ OR EEA
SANITAIR) - .-
f
. PARCE W'NO:� -S'IiRII'JK GROI T : ... . - -_. COrtTAIr�MEPdT - - w Cl
' e If. � F C GE
E .LL. - ! P�_ , SIL! FENCE ASSEMBLIES MAY HAVE 4 FT. OR 6 FT. POST SPACING, AND MAY OR MAY NOT HAVE MESH to w
t- N91id. T.: INSIDE Z: OUT { _ AREA \ REINFORCEMENT. SENSITIVE AREAS TO BE PROTECTED MAY NEED TO BE REINFORCED BY USING HEAVY WIRE E�
��
ALL JOIN-- BE:O'v T FU L ^'E k FENCING FOR ADDED SUPPORT PREVENT COLLAPSE
_ `�"-E`s€TU`.1 NO.1`�-';C� SANITARY•.' TE_E ..`):, •l •' �\ < TO E`
LIQUID !F'VEL TO BE T
WATERTIGHT AN}' CJ IERi')R id - � 4, THE BOTTOM EDGE OF SILT FENCE SHALL BE BURIED A MINIMUM OF 6" BELOW GROUND. FHE FENCE SHALL BE �
- TESTED
COAT `t I
111 LEAKAOI_ :C Te_D )� C D INSTALLED WITH THE POSTS ON THE DOWNSTREAM SIDE OF THE FABRIC.
PRIOR TO BACKFILLING KO '3 JOfv1 B;1I°FI.. "t•I EH
OR EC)I_iAl_ T 4 X1 s" :'v IN. } 5. MAXIMUM ALLOWABLE SLOPE LENGTHS CONTRIBUTING RUNOFF TO A SILT FENCE PLACED ON A SLOPE ARE: I`I
MAY I40T BE
- -s,.,., .............. SLOPE LOPE MAXIMUM � � f
z........,._._...,.._.,...r:.........._.. - EEP __ LENGTH L
;-
TO 12 LAYER �2:t�E r._...-25--(-----).
» ,:, ###
55 ft.
� ,..:..._. ., ----- -- _ °. _....�......__...._ PEA CSF<f';.',`E_L �,I\ 3:1 50
JU1vC'ION Bust (AS N-CED)
SECTION Oi�I �IE1`7V •BEQ�ff�:`^ LAYER � 1.2 �.}.�}1,�5•� 2., Y x`10� PLAN 5:1 ORIFLA'rTER 1�()
50" FRAME, AND C:J4£k i:J =?= H=,a YY "!O BE P€.ANDD AT TOP UT' TAN>C � ---' IRR MESFizBACL<���J....,\
DUTY _ _ ,-D COVER ... -- T - AROWOOD P'G�T 6 FOR OVERLAND 5 NOT EXCEED Y CRE PER 100 FEET OF
PLASTIC'A�.,D ttar,P,?E AND -,fAVY / (,'�,{;,::DSIDl.F. Fi?Oh9 ORA:)}�) �� WALL
P R -Q / S"C N O I c.:C U D ` D SILT _ LL
:`,S°.iF.1�,3i..Y "3Y Ol.:€€_G)>< is>. C Ai.. \ / Gi? F?ISR." .r_..TIC\. - .
t•."`lLE7 iNVcRT S S" ABrVF P, . 'fi" OR U" FENCE WITH MAXIMUM PONDINGID£PTH OF 1.5 FEET BEHIND THE FENCE; AND EROSION WOULD OCCUR IN THE w
0STEEL � i
FIX FLU A€ is? K \ �! ASPHALTIC. ,G r�i A ScCTiOri POSTS r(i ;5j{f bt:IFv,j �` FORM OF SHEET EROSION; AND THERE 15 NO CONCENTRATION OF WATER FLOWING TO THE BARRIER. mTO OP uF TANK OR L
t SPH LT
'• 'SEC:ION. "Er _LGA'"' _ - _ _ _
/ n! EDiCV CN EN
rcl�_ft ., r > ---•,` .�C.A! .. ........._.._._.wWW......................... _..._...,._....... - `, _ R DAY AFTER
AS PER MANUFACTURER'S - 1 .__..........._._......�,, ,.> - -•- - •� ......_........_...-.__-.-. - `` WIITINRASI2H UR PERI ,LY DURING PROLONGED RAINFALL. MEASURES SHALL BE CLEANED AND REPAIRED �l
RECO'r1MF_NDAT;ONS. -.� .... - - �,�' S REQUIRED.
R
2`
r
1 I D { MOVEN GEOTEXPLEE FABRIC {I. SEDIMENT SHALL BE REMOVED WHEN ACCUMULATION REACHES ONE-HALF OF THE MEASURE HEIGHT. SEDIMENT
- :- `..R.•.; ------'---- ."-"'_ ILiC?G C7 LGN 1 r
__._. _._.._ BLE MATERIAL.
INLE OUT ET G OTEX 2.130 (OR EQUr'•!.) SHALL BE DISPOSED OF AS UNSUITABLE Uj
` P}EJAu G'G''PJCfiE..� .. - g _ 1�„ ,
......�.... __.
I I i,
11.: .. ;. ',YOV£N `WIRE MESH RE:JT'OF;CEt,dErar
•'ir
1
:nh - -
G; FLE;t:BL.. �..T ( N�CrSSRl2 hfl:`1 �r GAUL'
I _ i�
T"PE C'Mi:CCTt R TYP NOTE:E: E - >>L:r:i?Jt'r riT COhTTAIP:','(", ', d,TtF' /
C:>O • '
TIN. ' .., ) �, `i'ATH MAX. 6" OP_rilPv^v... ra............-------
" TEE SLOPE OF THE INLE1- PH E EB LE =BAFFLE NOT REC<UIRE_D ''OFi ;i' i,4!Pd (EO' PRL.F>Rs<ED 0
rL JVERRI^: , % TO CONTROL PANEL - - I f
_ (IN D'NELUNG, :>E.'IWE:EN TI F- R `aIL)F.NTIAL LJ;JI'!' T.tiv<S _E THAN 1U FT. - I.'
In / _ - 1 i }':, SILT FENCE ASSE'..BLY _ 3�
.- -
__ -
_} Ur!EON r " D I'r:.E E CIO TAPdK TO BE 1 _ `a
•"�°"'� - v TANK (SEE Ir:.`�CAU.:i(i0:"1 :V,(ES)
-:.: -. Du vCT I � , ,_.�-�____- ;,4PER FT I.. _.._..;: .:... INSTALLATION NOTE:
'} 4" PVC AT 1% h9N. ,
I , : .. CRUSHED 'STGNE -A,':
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ROMEO RESIDENCE WASTE WATER SYSTEM .� � � % 1• �Q j .o�c�t�c,A"T'EL`'r( l JUN T 201$
AS--BUILT CONDITION
JUNE 6, 2018 •¢"j>m i >
282 CLEVERDALE ROAD T )ON'OF- `"S
BUILDING TOWN OF QUEENSBURY, NY & OCES