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WASTEWATER-SEWER\APPROVE\Welles Freyer—Leaching to Welland and Force Main to ROW—In APA—6-13-2022
RESOLUTION APPROVING TIMOTHY WELLES & LAUREN FREYER'S
APPLICATION FOR SANITARY SEWAGE DISPOSAL VARIANCE
RESOLUTION NO.: 12022
INTRODUCED BY:
WHO MOVED ITS ADOPTION
SECONDED BY:
WHEREAS, Timothy R. Welles and Lauren W. Freyer (Applicants) filed an application for a
variance from provisions of the Town of Queensbury On-Site Sewage Disposal Ordinance Chapter
136 to install:
1) a leaching system 53.6' from a wetland in lieu of the required 100' setback; and
2) a force main 0' from crossing a Town right-of-way in lieu of the required 10' setback;
on property located at 121 Pilot Knob Road in the Town of Queensbury, and
WHEREAS, the Town Clerk's Office published the Notice of Public Hearing in the Town's
official newspaper and the Local Board of Health duly conducted a public hearing concerning the
variance request on Monday, June 13t', 2022, and
WHEREAS, the Town Clerk's Office has advised that it duly notified all property owners
within 500 feet of the subject property,
NOW, THEREFORE, BE IT
RESOLVED,that
1. due to the nature of the variances, the Local Board of Health determines that the
variances would not be materially detrimental to the purposes and objectives of this
Ordinance or other adjoining properties nor otherwise conflict with the purpose and
objectives of any Town plan or policy; and
2. the Local Board of Health finds that the granting of the variances is necessary for the
reasonable use of the land and are the minimum variances which would alleviate the
specific unnecessary hardship found by the Local Board of Health to affect the
Applicants; and
BE IT FURTHER,
RESOLVED, that the Local Board of Health hereby approves the application of Timothy R.
Welles and Lauren W. Freyer for variances from the Sewage Disposal Ordinance to install:
1) a leaching system 53.6' from a wetland in lieu of the required 100' setback; and
2) a force main 0' from crossing a Town right-of-way in lieu of the required 10' setback;
on property located at 121 Pilot Knob Road in the Town of Queensbury and bearing Tax Map No:
227.14-1-9, and
BE IT FURTHER,
RESOLVED, that the Town Board authorizes and directs the Town Clerk to forward by
certified mail a certified copy of this Resolution to the Adirondack Park Agency for its review, and
BE IT FURTHER,
RESOLVED, that this approval Resolution shall not be effective until 30 days after such notice
to the Adirondack Park Agency and shall be subject to any lawful action by the Adirondack Park
Agency during such period.
Duly adopted this 13t'day of June, 2022,by the following vote:
AYES
NOES
ABSENT:
FREYER / WELLES
WASTEWATER MANAGEMENT
121 PILOT KNOB ROAD & 22 PULVER ROAD
g TOWN OF QUEENSBURY, NEW YORK
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` ORGAN C DUFF,&NON SOIL COMPONENTS(UE,INDEPENDENT
ENDENTPART RATE OF FILL SHALL BE AS SPECIFIED ON PLANS AND/OR N bfW PIT
PERCOUTON RATIO,S BE VERIFIED RY ASUNTST DUMPED INDEPENDENT PARTY ALE SDIL SCIE BUST ES PROFESSIONAL SOILS ENGINEER)IN BORROW PIT
VARIANCE Nl i PUIORTOIXCAVATION,SUBMR WpTREN RESULTS TO OWNER AND ENGINEER ATIEASTFrvE BUSINES50AYSPRIO0.TO NAVNNG
•, 3ETB79MM LEACHING U.FILL SHALL BE GMDED AND THOROUGHLY COMPACTED IN SIX NCH UFR THE FILL SHALL BE GRADED TO THE UMRS AND DEPTHS DEPICTED ON THE
2 3 FORLEMAINFROM _ DEVICE TO WETLAND: PIANSANDDETAIIS.
D] DI NORTH SHE "ST-6" U.PERE UTON TESTS SHALL ALSO BE PERFORMED(N ACCORDANCE WITH NNEWH STANDAROD IN PUCE IN UEACHING SYSTEM FOLLOWING
{ \ COMPACTION,PERCENAU.REQUIRETION ADDITI O VERIFY TESTS VERA91LI1V IF MOUND
PERFORMED D M F UNTIL THE LIMITS Of LINGHE SOIL
AND/Olt IDENTIFIED.
TON,
9 FA TESTS SHALL REQUIRE AND ORAL TESTS EVERY 1000 SF AROUND EACH FAILED TEST UNTIL THE LIMITS OF FAILING SOIL APE IbEMiFIEO.
FA LING SO LSNALL BE REMOVED AND pEPLACEO WHH COMPLUNTSOR
U.IN NO CASE SIMLL WHEELED EQUIPMENT,IXC£PT PLOWS WHERE REQUIRED,BE ALLOWED DIRECTLY ON THE SOIL WITHIN THE LEACHING AREA
BE U EDM.(ND RUBBERTION,A D WHERE
FILL M LD TERI IS REQUIRED,
WITHIN THE WASTEWATER E EWE OF HE LE RING AREA,
A,AND ENT PUSHED LL
IN
'EUEN'GEOT.'SL SFP` ^'" % f.(�' BE USED FOR OF
EQUIP ENp WHERE FILL MATERIAL IS REQULR DI H SHALL I DUMPED AT THE EDGE OF THE LEACHING AREA AND PUSHED IN
PULE AHEAD" FILTER(GSFI.BY"PUSH° 100'StRFAM5E11JACK "" ,.' THE EQUIPMENT;TRACKED EQUIPMENT SHALLBEAR DIRECTLY ONLY MINIMUM Of FILL MATERIAL AND NOTION NATNESOIL
[ I ! TION;tAhTUIS Ir�, IB INSTALL LEAVOR.SYSTEM COMPONENTS,INCLUDING CHAMBER UNITS WHERE APPUCANP,PER MANUFACTURERS RECOMMENDATIONS UNLESS
TO BE IN
STAVED RAT '" „a .."I� OIHEflW15E DIRECTED HEREON VfRiFVTHAT SYSSGM LSAT CORRECT ELEVATON(5)US NGALElF4TRANSH,00.1ASER
t 11\ CAPPOM
I.S.SEQUENCE OF CONSTRUCTION TO BE AS FOUAWS:
65 •FIND FILLSOURCE AND VERNYSUITABILITYWRH PERCTIDGEATSOURC..
•ALLUEESGHALL BE CUTATGRADE STUMPS WHHIN THE LEACHING SYSTEM GDTTPRINTSMLL BE REMOVED IF RECURRED fOR SITE PRFPAPATION.
i
REMOVEgNDSTOIXPIIETOP501LP0R PU<EMENTON iNE F NISXfO SYSTEM
(' ry' ` ✓ %S lL 2 .IXGVATE TO DESGNED SUBGMDE[F NECESSARY),E%AMNE SUBGMDE MR POOR(SLOWLY PERMEABLE)SOBS,EEDE..,DELETERIOUS
/' C MATERIALS,SMEARING,ETC.REMOVE DELLTER OUS WATER AL INCLUDING SLOWLY PERMEABLE SOILS,WITHIN SYSTEM FOOTPRINT,AS OIRECTED
2 ",/ C..r BY ENGINEER
bISTRiBURON BOIL "�., ':�'rc; !` •SCARIFY SUBGRADE,CHECK FOR AND REMOVE SMEARING M REWIRED PRIOR TO PLACEMENT Of SPECIFIED GRANULAR FILL ALSO,MITE THE
( Dl ` ^" ' r / IFACHING AREA JUST PRIOR M PLACEMENT OF THE LEACHING DEVICE,INCLUDING UNDER CHAMBERS TO LOOSEN COMPACTLON DUE TO FOOT
I � TRAFFIC
•PUCE AND OOMPACt SYSTEM FILL IMMEDIATELY AFTER SUBGMDE NAS BEEN PREPARED AND APPROVED,TO REQUIRED ELEVATION,
fir/ •PERFORMPERCOLATONTF lNTEPUCEOFIUMA1PRIALTOCONHWOB5 NMi1!.
J ASALAREA:~ / 6 •INSTALL LEACHING DEMCE TO GRADES AND IN CONFIGURATION SHOWN ON PLANS/SECTIONS.
! ��3925F.MIN. S •MCKHU.AROUND AND ABOVE THE LFACEF G DEVICE WRN SELL SPECIFIED ON PUNS;CAPE SHALL BE TAKEN TO COMPACT SOIL IN ACCORDANCE
Y 4065F PROVDED WITH MANUFACTURERS RECOMMENDATIONS SO THAT THERE WILL BE NO EAMAGE OR DLGWTHON OF LEACHING EVESEM DEVICE OR SUBGMDE
rolls.
CROWN THE RLLTODRMLANDINSTALLTHE RESERVED NATVEMPEOR,ASEVORACUVEY LOAMORSNTYIOAMMPSOI,CAPASDEPRTEDON
THE PUM(TOOALOW DAYGEN TRANSFER BIIT tfI'RE INFILTM'RON OF PRWPRATION).
SEED/PLANT,AND THEN MULCH,ENTIRE SYSTEM;MAINTAIN UNTIL RE—IS BTABUSHED.
4 FROMSEPDCTANK \`` 1 L JI j
BASE,NEW
AROUND ROUTED 6A.MIN. '
AROUERFUT NG FFF \ 650 SFPROVIOEO
BS
100'WSTUNDSEfM { Y• S00'WELLSEI'BA[% /
30'PaoPEHTV UNE SETBAQC //
b1 SEPTIC TANK #S / / /
NOT FOR CONSTRUCTION
TANKS/STRUCTURES 06/I%U2022 A
T-11 PRECASTSTRUCTURES SHALL 9EASSVPPUED BY FORT MILLERCO.,INC OR EQUIVALENT.REFERENCES TOHEAVYDETY REFER 4 WASTEWATER TREATMENT PLAN GRAPHIC SCALE
WFORTMILIERCO.DESIGNS TOR H-20TPAFFICLOADING.HDPETANKS SHALLBE AS SUPPLIED BY INFILTRATOR WATER Y 5' 2'6' DATE REV# ISSUED/REVISIONS
TECHNOLOGY,LLC,OR OTHER APPROVED EQUIVALENT. SCALE:SEfGMPNICSCALE
6N FEEL)
T-2)TANKS/STRUCTURES INSTALLED IN TRAFFIC AREAS SHALL BE HEAVY DUTY CONSTRUCTION[DESIGNED FOR LH-20)WHEEL
LD wr v�a��Av
ADING). EOF New WASTEWATER TREATMENT PLAN.M YYYY2
T-E)THEWCATIONSOF ALL BURIED STRUCTURES SHALL BE DOCUMENTED BY INSTALLATION OF PERMANENT MARKER[S)OVER y` g�q9 q�
BURIED COVER(S),AND MEASUREMENT—TO PERMANENT FEATURES,AND SHOWN ON(RECORD)DRAWINGS(SEE REPLACEMENT WASTEWATER SYSTEM
GENESALNOTFSI. * WELLES
T4)AMTAN USU BELOW SEASONALLY HIGH GROUNDWATER ELEVATIONSSHALL BEANCHORMAGAINST POSSIBLE HGATiON VARIANCES REQUESTED FROM THE TOWN OF OUEENSSURY , 121 PILOT KNOB RD.
USING HEAVY OLHYTANKSWHH V EXTENDED INi£AGAt 6ASFS,BY PAN ALTFRNATWE METHODAPPROVED TV ENGINEER MARGE, REOUIREO: E%I9TINQ: FROP09E0: N x OUEENSBURY,NEW YORK
T-SITANKS/STRUCIURESSHAEL EE SEAMLESS CONSTRUCTION OR SHALLHAVE WATERTGHTJOINTB[ASTM C1222).WALL V .�+,,,0'� t�1
PENETRATONSSPAM BE KOR-N-SEAT,OR OTHERWISE WATER TGNT AS APPROVED BY ENGINEER,TANKS TO BE TESTED WATER 11 HORRONTALSEIHA[K FROM WETLAND LEACHINGSYSIEM SOM N/A 536 "JF-SYN'IF JARRETT Engineers]PLLC
TIGHT BY METHOD APPROVED BY ENGINEER(ENGINEER TO WITNESS). Engineers,
T-61 C0 NKS/STR TO(RELATIVE)ELEVATIONS SHOWN,DOCUMENT ELEVATIONS OF IXLTNG 2I SET&1LN FO0.LE MAIN CROSSINGATOWNpiGHT-0FWAY(R.O.W.{ 30' N/A 0' H OH�1 MPS JAAflETT Cftril&'LYLNiIonnLCnEOI Engirt"ing
FFATURESPRIORTO START OF CONSTRUCTION,ON, ----- P.E.#576M 12 EAST WASHINGTON STREETGLENS FALLS,N.Y.
T)SEPTICTANKS SHALLHAVEANNSFAPPROVEDOWLETEFFLUENT FILTER DESIGNED FOR THE FLOW HATE/IYPE IN THE SYSTEM. OOPYRIOM® PHONE:(51R)]92-29W
FOR SEPDCTANKS PLUMBED IN SERIES THE EFFLUENT FILTER SHALLBE LOCATED ONTHE OUTUETOFTHEDOWNSTAUM TANK
ONLY.FRA OV MEANDCER M BE PROVIDEDONER FILTER FORMFINTENANCE ACCESS,AND PERMMENTMANXES SHALL BE APfliL 2022 PRO#21-004 SHEET,40F]
PROVIDED OVERALL OTHER OT TANK OPENINGS UNLESS HEWI RSE DIRECTED RYOWNER.
EASEBNFES:L+x4P TIEDIREVISED.a39&eo2 PM
GEOGRID OVER ENEIRE SYSTEM 4"0 FVC PERFORATED
(BARRIER FPO.PEDESTRIANTPAFFICI DInPoB""PIPE
I.
G.
(REFER TO PLANT,1P. GEDTEXFIIE FABRIC AflOUNOTHE
TOP(OVER THE DISIPIBUYION
PIPF)ANDSIDESOF"EVEN"
Of THE LEACHING LATERAL,ttP.
SYSTEM "DUE-LATERAL
AD ONAL FILL MAY BE FEATHERED (rYP.I
IMO BANKAi piRECFION OF OWNER'"\ OF THE SYSTEM
—————— `————— GRADE TD pRAIN NCHETE SAND MEETING O
SEED ANp MULCH ALL FILLED
"'—— ��+""—"EUEN"SPE'CIF'ICAI'IONS
AND DISTURBED AREAS
SLOPE • ---- 4f LOAMY3ETIO FILLW/AN IN MB
v(
IR IMP%.I:1V—"`�.... ••••••• ••�••••• f�• ••••• PERCOLATION RATE OFB Ip MiN.(IN.
` •••.•.•.•.•.•.•••.• .••..• .. ..5• .•.•.•••.•.•.•••••.•.•.••••• N.EUEN SAND ..•.•.•.•.•.•.•.•.•.•..•..•...• SNNG GRADE
••�- \,\\\ ••\ \\\••"E'.`f .. .....................................•
• �//� ,�/ 9'MI
LEACHING SYSTEM LS{30 `C , r -------- .J--------- .
CE
PAEPAAATION NOTES WW3 2 APPROXIMATE GROUNDWATER - ---------- ___
L17
n WASTEWATER TREATMENT SECTION(VIEW WEST) NOTE:
VERIFY GROUNDWATER AT TIME OF CONSTRUEION AND ADJUST ELEVATION OF EUEN SYTEM
LI SCALE:SEf GRAPHIC SCALE TO ACHIEVE(MIN.13''OFVERTICALSEPARATION(CONTACTENGINEERFORAPPROVAL)
CONSTRUCTION MILESTONE(CONTACT ENGINEER TO SCHEDULE) "EUEN"DESIGN&INSTALLATION NOTES
• NIFOIp PIPING,ENGINEEP TOOBSERVE EXPOSED CHAMBE0.5 AND MANIFOLD PIPING. I)THE SYSTEM MUST BE INSTALLED IN ACCORDANCE WITH THE MOST CURRENT'"EUEN"NEW YORK DESIGN AND WSTAUATION
MANUAL.
•Cfl10RTO COVERING D W%,ENGINEEP TO VERIFY INSTAIMENCIN OF SPEED LEVEtEPS AND EQUAL DISTRIBUTION. 2)THI5 SYSTEM IS NOT DESIGNED FOR USE WITH GARBAGE DISPOSAL OR WATER SOFTENER,
•PRTORTO MCKFILLING OF FLOUT DOSING CHAMBER,ENGINEER TO VERIFY FLOUT SYSFEM INnAL1ATiON&OPERATION.
3)ORGANIC
INSPECTION PRIOR TO START-UP(WALK THIRD WITH ENGINEER;CONTACT ENGINEER TO SCHEDULE) MATERIAL rrvAT Tax PEnR1EFLDw.us aE REMovfD Foa RAIsfO eEDS.
4)THE SON MUn BE SCAR LU TO PROVIDE DEEP CHANNELS FOR THE SAID.
•VERHYEOUAI.DISTRIBUTION TO NEW FLOUT DOSING CHAMBER AND EXI51ING LEACHING SYSTEM PUMP STATION FROM MAIN UFT PUMP VIA PLOWED INTERFACE ON CONTOUR I5RECOMMENOE'DTO PREPARETHE SOIL FOR FILL PLACEMENT.
"'ON.
•VERIFY FLOUT DOSING CHAMBER OPERATION. b)SCARIFYANYSMEARED SDESOHNNORE OFILL PLACEMENT.
.VERIFY MAIN tlFi PUMP STATOR AND EXISTING LEACHING SYSTEM PUMP STATION EFFLUENT PUMPS ARE FUNCTIONING PROPERLY(I E. 5)Fiti MATERIAL SHALL MEET OP E%CEEDSTATE OF NEW YURK CODE REQUIREMENTS,ALL FILL MATERIAL SHALL BE CLEAN BANK
tlPFPNTIONALANDALtEANATINGDUTY ttCLE51, 0.UN SAND,FREE OF TOPSOIL,HUMUS,AND"DRkDGING"DIRECTLY BENEATH THE GSF SYSTEM,
OPERATION,MAINTENANCE,AND ANNUAL INSPECTION RECOMMENDATIONS 6)ASTM C33 SPECIFIED SAND WHN LEIS THAN IWE PASSING A w.tED SIEVE AND LESS rrvary s,B PASSING k B2DD SIEVE I.I eE
PLACED BELOW AND AROUND THE GSF MODULES,WITH 6 INCHES MINIMUM UNDERNEATH AND 6 INCHES MINIMUM
PREVENTION: IGUItATIONS IN BED SYSTEMS,USE 6INCXES MINIMUM UNDERNEATH
THE MODULES WITH 121NCHf5 MINIMUM BETWEEN MODULE ROWS AND 121NCHES MINIMUM AROUND THE PERIMETER OF
1101 TIT,EXCESS WATER USE CAN OVERLOAD ASYSTEM, THE MODULES.
2.MONrtOR BUBOING FIXTUNES AND PLUMBING FOR LEAKS. ))USE THE PROVIDED W IRE CLAMPS TO SECURE THE APPROVED PERFORATED 4-INCH DIAMETER DISTRIBUTION PIPE SUR 35 OR
3.CON,DISPOSE Of NPIAADOUS WASTE OR HOUSEHOLDCHEMICAIS IN SINKS ORTOILETSNG,PAINT,PAINTTHINNER,PETROLEUM PRODUCTS, EDUIVALENTii THE TOPOF EACH GSFMODULES.
PESTICIDES,ANTifREE2E,ETC) 8)EU EO 11HE COVER FgBftk SRALL PROVIDE PROPER"IF.NI ON AND ORIEMATIOA OF THE FABRIC AROUND
4.GO-HUSH DENTAL FLOSS,FEMININE HYGIENE PRODUCES,CONDOMS,DMPEAS,COTTON SWANS,UNUSED MEDICATIONS,CIGAREFTE BUTTS, THE SIDES OF
THE PE0.FOFATEI PIPE ON TOP OF THE GSF MODULES.FABRIC SHOULD
Bk'NEITHEN TOO LOOSE,NOR TOO
GROUNDS,CAT LTTEA,PAPER TOWELS,AND OTHER KITCHEN AND BATHROOM ON—THAT FANCLDG AND POTENTIALLY DAMAGE TIG .THECORRECT TENSION OF THE COVER FABRIC IS SET BY:
SEPTIC ESYSTEMS.—NU.". D DOWN BOTH SIDES OF THE MODULE WITH THE
S.DO NOT DRIVE OR PARK VEHELES ON A LEACHING SYSTEM, COVEA MIOICTENTED OVER THE TOPOi THE PERFORATED DISTRIBUTION PIPE,
6.ONLY PLANT NON-WOODYVEGETATION OVER/NEAR YOUR LEACHING SYSTEMTO AVOID DAMAGE FROM ROUTS.VEGETATIVE GROWTH •PLACE SHOVEL FULL OF SPECIFIED SAND DIRECTLY OVER THE PIPE AREA ALU-NNG'T'HE COVER FABRIC TO FORMA
SHOULD NOT BE ALLOWED TO BECOME OVERGROWN. MOSRY VERTICAL ORIENTATION ALONG THE SIDES OE THE PIPE.REPEATTHISSTEP MOVING DOWNTHE PIPE
9)BACKH`MATEPIAL SHALL BE CLEAN WTH NO ROOTS OA STONES LARGER THAN 21NCHES IN ANY DIMENSION TOA MINIMUM
V[GEfAT11111111411111 iNCHE50F CLEAN LOAM.
SEPTICTANKS: Iol F WAVFRo.rnf SrnEM.
11) VIDE AWFLL ANCHORED DISTRIBUTON BOX W�IHAVELOCUYREOUEONTEEOP BAFFLE,
NSPEETANKS FOR DETERIORATION,SURFACE WATER INFUJW AND INFILTRATION ICORREEPROBLEMSIF NOTED). 12) ANY SYSTEM WHICH 15 MORE THAN EB INCHES RELOW FINISH GRADE AS MEASURED fIOM THE TOP OF THE MODULE
2.ANNUAL INSPECTION OFTANKSTD DETERMINE SNM ANp SLUDGEAC<UMUTATION.SEPTICTANKS MUST BF.PUMPED OLT W HENEVER THE
BOITO.OFTNE SCUM LAYER IS WTHIN THREE IN[HESO1 THEBOTTOM OF THE OUTLET BAFFLE ORSANTARY TEE OR THE TOP OF THE SLUDGE IS 13v�0 KNOT UAEDVE ACKHOE WHEELS OVER GSf MODULES WTN LESS THAN 121NCHF5 OF[OVER OVER THE DISTRIBUTION
N/RNIN TEN INCHES OF THE BDTTUM OF THE OViktT BAFFLE OR SANITARYTEE.(MOH?ON TANKS FOR FUTURE 5CHE0UlING OF INSPECTIONS PIPE.ODRNING ORePAVING OVER THE GEOTE%iILE SAND FILTER AREA 15 PROHIBITED. FOR SHALLOW INSTALLATIONS,
ANO PUMP LIGHT-WEIGHT TRACK-MOUMfO M NINES ARE BEST FOR SETTING THE H GRADE. IT IS ALSO PERMISSIBLE TO
3.ANNUALLYINSPEE DLTEREFFLUENI'FILTERS:FILTER SHOULD BE CAEANED EVERY TIME THE TANK IS INSPECTED. BACK-GLADE THE SOIL TO SET FINAL MINIMUMCOVER, PERIMETER LANDSCAPE TIMBERS ARE AL50 RECOMMENDED TO
a.LOCAV TANK COVER NDPU flPiRE E11 ECIFIA MARKERS(OR PROVIDE AN AT GRADE ACCESS COVER), LOCATEING HALCANDOWB MNDS,THE
YL EEPINGCOVER IS BEG IRED TOS OFF HESYSTEM. NOT F,O7"'� CONSTRUCTION
b.REMOVETANKCOVER ANDPUMPTANKIF NECESSARY 14) SEEDING AND SrAeII.IZING THE SOIL COVER ISPEDUIREDTO PROTECT rHESYSTEM FROM SOIL fROSION. NOT FOR `�./' �\T(' KU 11 11`YI
W NOT USE HOUSE PLUMBING WHEN CLEANING FILTER
d.PULL FILTER OUT OF HOUSING OS/03/2022 AsuBm
H U N
e.HOSE OFF FILTER OVER THE SEPTIC TANK 50 THAT ALL SOUDS FALL BACK INTO SEPTICTAANK
E,INSERTFILTERBACK INTO HOUSING PROPERLY ANGLED AND COMPLETELY INSERTED. DATE REV# ISSUED/REVISIONS
DISTRIBUTION BOX:
1.ANNUALLYINSPER 0,11 FOR DEFEAIDMTION,SURFACE WATER INFLOW AND INFILTRATION. ,4EOF Nl:N,r WASTEWATER TREATMENT SECTION Z5%
REMOVE COVER AT TIME OF EFFLUENT FILTER SERVILE/CLEANING AND MONITOR SPEED LEVELERS FOR CONSISTENCY,(ADJUST AS AFCR E'0 TO y�r Spa G$ REPLACEMENT WASTEWATER SYSTEM
z. DEEVENFL W"AUInreMiS). * '
E.INSPEE U BO%FOP SOLIDS CARRYOVERTO WELLES
LEACHING SYSTEM. 121 PILOT KNOB HD.
LEACHING SYSTEM: > `,SI'' OUEENSBURY,NEW YORK
I.INSPECTAROUND SYSTEM FOR EFFLUENTBREAK OUTS OR EVIDENCE OF WATER FLOWING ATGMDE.BF WATER IS NOTED,HAVE ITTESTED FOR
SLOPES JARRETT Engineers,PLLC
2,INSPECT SYSTEM SIOPEi FOR FULL GROWTH OF'VEGETATION;REPAIR EROSION E REQUIRED. Civil&E.N'OoNNHDNt.IENgineenng
ry svSrEM. M.THOMAS JApgEt'f
4.INSPEE AND mA1nTAiN UPuu00.uNOTF DIVER51oN SwALES APOUxO SYSTEM. P.E.If 52509 12 EAST VVMHINGTON STREET' GLENS FALLS,NY.
PYGGR mfort PHONE:(518)192-2907
un APRI12022 PROu21-004 SHEET:50FI
TTEp(REVSE0:.0.vD.Ye829.a9AM
MO-Ol.EDID—IN GUIES,UNDER
ROADWAYS;RESTORE POADS ANO
AY
GINAL
TOPSOIL SEED A,MUDCH NON PAVED PHOH
1-11RACSIBIL.1
FEES AND LARGER,COMPACTED
INSTAL,MARKERSEE NOTE C RUALI MOD—1RHIN ,BSN MODWAYS DIFIED PROCOR
IOE
I IF'L"R
WAEERENGFT IOINIS WATIERTIGHT MANHESUE FRAME COVER;
SYRACU E Ck5DENGS#1502 OR EQUIVALUNT.
FlNISnED MARKER
PERMANENTGOACE TO DRAIN AWAYFROM COVER
CLEAN SAND(10006 PASS IN
OVER COVER1 PRECAST CONCRETE SLAR.H.—AN-1--l-
BEER AS REGO 11
SOIL PIPE;INSTALL 12"(MIN.) EFFLUENT PIPE;INSTALL F-.'N.(—j
AS SHOWN DO SYSTEM IF AS SHOWN ON PLAN MOUND OVER H.All
AIGI.�CAM SID-1- IN VAH..11 AND/
INLET A-MIN(6�IF (KIIN 'THICKIAI OR GULF/IlAl UTTFR;
Goo, T�2
OUTLET PIPE C/.BDBBBD CO.,. ON
A'SAN-.TEE15' NOI-IHIINK GROUT U'C PIN HDG FI, PIPE: RECORD PLAN
BULK
i- '"ll I MI'll FINISHED GRADE
NATIVE FLACKFILL NSF APPROVED EFFLUENT FILTER N.....'
THOROUGHLY COMPACTED (-POLYLOK P-122',OR EXISTIRS.GRADE
EQUENALEFUL)
FORT M[HPN PRECAST NATIEVC 1.11
SEPTIC
TANK OR EQUIVALENT =ATERRIGIGIIE:FAVA-HE DEPTH PROVIDES BETWEEN Y4'AND 5'-6-ONVER,
6-(SBN.) DE "A"INSIItATION C0'1'--Dl/2-'-U U PIPE B"A""C-D
12*(MIN.) PROVIDERIERSTIVA- .1 Ol INIERFORASSIETANCE.
FROOPC E EXTENDED EASE FOR 2BBSE ERLDAS IF ANAIDDLIC DEPTH PROVIDICS DITIONEEN 2-AN-0-ODVER,
ANBR-ROTATION PURPOSES PRO CLARREIRD INSDUHION GVERAND/OR AROUND PIPE.IF AVAILABLE DEPTH LEWWSE FORCE MARKS SHALL BE
OR EQUNM.NT PROVIDESHEENTHADVO COVER,REFER TO—DUAN PIPE INSTALLANOR ABOUNDFORCE
=LLITG UAL VI SOIL I.- .—CHADIFEAL.RETWEEN PUMP CYCLES.111 H
3)IN VEHICULAR TRAFFIC AREAS,If B—OVER CANNOT BE ACHIEVED,FIELD)SHOULD .,.US—11 LARGER DRAINAGE is NOT PRACTICAL,
CRUSHED STONE FOUNDATION UNDISTURBED NATIVE SOIL BE PLACED IN A PROTECTIVE CASINGEL THAN],OR CLEAN SAND ='D..;...U"�"H AN,ND TT
I CONTA E, C
FOR GIRCANRY
\SEPTIC TANK DETAIL PIPE TRENCH:WATER-&SEWER LINES /3 SHALLOW PIPE INSTALLATION
TREATED LUMBER MARKER
ABOVE ALL BURIED COVERS;
11-11111RADE
HG-E
PROVIDE ADIUSTARLE LEVELING
DEVICE ON OUTLET
IN. OUTLET —
1'=AVI
OR IIIRB.B I OR T ED I LIVAIDDI ID IN SLOPE ERNOT FOR CONSTRUCTION
I o "B"
wwon A A
12—N,01CUFANSAND
EFFACRAVIII.C.—BUR DATE HEv#[ISMEIIIFLOSTSI..
4 DISTRIBUTION BOX
n+rcw
DI EC—
CONSTRUCTION DETAILS Dl
REPLACEMENT WASTEWATER SYSTEM
WELLES
121 PILOT KNOB RD.
QU EENSBURY,NEW YORK
07. JARRETT Engineers,PLLC
H.THI jAAHETT Chil&E.W.D.—I EUgbIANHDg
171 12EASTWASHIN TONSTREET GLENS FALLS.'N Y.
T
GET PHONE:(518)792-2907
APRIL 2012 PEG,4 21 ON SHEET:6 OF 7
EROSION 8,SEDIMENT CONTROL CONSTRUCTION NOTES: SAND BAGS EROSION&SEDIMENT CONTROL:
MADFO AND,PERPENDICULAR ISS-1)LAND EAST ARANCE 15 DEFINED AS DISRUPTION OF ESTABLISHED GROUND COVER/SOIL,ADD NO LAND PUTHASPANCS SHARE
AN W TO
'"�7"
I)C STACT PEAME-ANG AUTHORITIES REGARDING COISTRUCLEON START DATE,AND ENGINEER TO SCHEDULE A RRICTIMMIll- NEYETIRTISTASPICIVIETBASS SELL A 1^ FARE RACE UNLESS PROVISIONS ME IN PLACE TO CONTROL EROSION AND SEDIMENTATION,LAND DISTURBANCE SHALL NOT
9RE-CONSIBURION NESTING,MfORTOSTANTOTCONSTRACTRON. NRCATMGNE FEARDWO.. WOVEN WAR FENCE EXCEED LIMITS SHOWN ON GFULWING WITHOUT APPROVAL OF THE PERMUTING AUTHORITY.
NVESSESCSPEC (M IN.14 GAUGE VW
2)EREGION IS SEDIMENT CONTROL TO BE INSTALLED PRIOR 10 ANY OTHER CONSTRUCTION. ,-wAN u-.( LFT, IPAl FROM DAY I OF CONSTRUMICIN UNTIL FINUMRNEVITABNILSISATOON�AM EARTHWORK SHALL BE CONTRANDEDTO PREVENT
=1'.`RC'l.TlNlUCA EROSION& AD SIO SE W-1.111RANIAWREVENVY.-MMI
DSE NOURTATMONINACTORGANNEWITHP
3)AYSNEC TRANG PERSONNEL IN EROSION AND SEDIMENT CONTROL SHALL INSPECT SHE DAILY AND MAINTAIN SlA DAR SAND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL'(NYSSGUSCL ISSUED BY THE NYSDEC,WEST EDITION.
DOGIREFORT BOOK TYPICAL
ALLESED ICES SHALL BE MAINTAINED IN ACCORDANCE TO THE XYSSSESC.EFFOGION CONTROL OPTIONS I ARLLUDS:A)GRADS
HARDSURFACE TIE POINTS 015TUARRIA EA AND SEED(TEMPORARY OR PERMANENT)IMMEDIATELY AFTER CURRENT WORK 15 COMPLETED OR TEMPORARILY
(NEWMAESTANNOMOSAN SPECIFICATION FOR EROSION AND SEDIMENT CONTROL BUD E MDOW CAN BE FOUND AT =ED,N MULCH WRIN STRAW,HARK BREACH,MONE,FIG.,Q APPLE EROSION CONTROL DAMARA,ON D)OTHER,At
SUEND LYFASTENWIAE
AX, I
IN
OTHER ENVIRONMENTAL CONTROLS: SANDBAGS -NF. NO 'IBCEFGFFE I BC41 ROM DAY I OF CONSURACTON UNTIL FINAL SHE STARLIMION,SEDIMENT CONTROL MEATERIES SMAM BE FAID-RED IN
R TO OPERATIVE CONDITION UNTIL PERMANENT SITE STASHIMMON IS UUMPLSTE MAN PERMANENT GROUND COVER EMBUSENG
AS DEFINED V NYSDEC STANDARDS,
E)PROTECT SITE DURING CONSTRUO ION IN ACCONSANCE WITH NYSDEC SMANTVAIER DESIGN MANUAL AND NYS
EAMOSION&SEDIMENT CONTROL GUBDLINES("BLUE BOORT;LATEST EDITION -l"WOREURISTMES ASSCR)FOR PROJECTS IN THE TAKE GEORGE RLS.D.-
GUAIP- PLACED.IN FSC SM WERN SAO FEET Of THE MEAN HIGH W
'AODAIZA NA,.RY FUFUEL
L ETALINES
",A I I I I A.'1,E:PROVIDED I'�DW AT=A A A Y CONTAINMENT ON A I T 0 1 BOO 6 0 P TANK CONTENTS; INTE-E -LEON _AFEAIEALFANYIC�,IKF,POND,RIVER,STREAM,OR WETLAND,NO LAND AREA,
INCLUDING AREAS STUCOBED PATH EARTHEN ER PAR HAS
AREA ARM MAY AT AEG ON G"-`U OF
BE U L ASSGOIN. PS,AMONG-MATTING.OR A.APPROVED VAR,AMONG HANDWOW MIT =AGEVEGSIATIONED MORE THAN 21 HOURS WITHOUT A PROTECTIVE COVERING SECURELY PLACED
OVER
IMI ENTIRE AREA
ANSTHISHARMATEN-, ARS R05ION C"PT'll ISTA1111 I PREVENT 111111"Tl 1111 ENTE1111 THE WATER TOO'l
_AM RECTUR COVERINGS INCLUDE NATURAL MULCH OF A DEPTH OF TWO MONS,ROCK RIAMP,FROMPROMADARB
SHEET FLOW DRAINAGE WOVEN WIRE FENCE AT IRBTS M_PLATHT OR CANVAS COVERINGS,AND IMPERVIOUS STRUCTURES,
'ME, �,-vv 6 SAI IN ARMS WHERE SOIL DISTURBANCE ARWHY NEW BEEN TEMPORARILY OR PERMANENTLY CEASED,TEMPORARY AND/OR
IVI EXISTED PERMANENT MEASURES SHALLS INSTALAO MEAN IMPLEMENTED WITHIN SEVEN(7)DOUG FROM INS DATE
'RAIRM)DRAW ROCK THE 5 IF DISTURBANCE ACRIVITY CEMED,THE SAN,VARRINAMON MEASURES SELECTED SMALL BE IN CONFORMANCE WITH THE
F.Al-AS 'I MOST CUMBE T VERSION OF THE TECHNICAL STAND
.E.T.111C IMATO (11 AMPRINOW SHALL BE
STANDARDS AND SPECIFICATIONS FOR EROSION AND
MCA HALL
SEDIMENT CONTROLANDBATH-REGEORGERMIN CWR�NCEWHHWPCREGUWION646-4,15(C),
BUTTBALBST GETHE� A- -ENEN GORM-LE FABRIC ESC-5C)=D C-ING OR GOADING ARVITHES WHICH OCCUR DURING THE PERIOD GROCIER 15-0 ARCTIC LIFE,DURING
WN
+W '4 N COMPARED BACKFILL
B 0 I E,NO GAP WHICH TYPICALLY WILL NOT TAKE RACE,SHALL BE REQUIRED TO INCORPORATE EXTRA MEASURES
31 1 WRING AEVEG=N-I'lR`.'GRMl EROSION AND MAINTAIN WATER QUALITY.THESE EXTRA MEASURES INCLUDE,BUT
CUCAMBLE MARC WRAPPED NOTES: MANOTALIEFTEPTO,THE
USE
OF SCREEN MESH,NETTING,EXTRA MOWN,ME SPRATU)N FENCES,
A111 DNA IN
PASS AS OWN ABOVE ESL 6)ALL CONSTRUCTION ARIVITY SMALL 90P IF EROSION AND/OR SEDIMENTATION IS EVIDENT,INCLUDING IF IN RACE
'2NI'A A,W*A A I�K 1�1 I A A 1A.1 BAPS I CON TROUSAREGA AGED OR OMMAIN OR Of INNEGGROME,CONSTRUCTION ACTIVITY SHALL ACHRESSUTMEE UNTARTSUCH TIME
DA'A ...WATIA IHTHN OMILISOPU�BffTOSHEFF�DMIMGEONATEMPORA�OR AS GO NOTS ARE IN PLACE TO PALAWAN'UNITED ENVIRONMENTAL IMPACT ADD UNTIL SUCH TIME AS
N PAID PRIPAR B
PER AMUNE. E GAUC AIAIGAD SEMI PERMANENT BASES M YEAR MAXIMUM)MR EROSION CONTROL. RENEGIATED
- C.-ST IRTIN 2)SILT FENCE SHAMBE PLAYED ON SLOPE WNTOUB70 MAXIMOSPONDING EFFICIENCY. SKY)DRAMS SIEWIN ON THIS DRAWING ME ONLY SY-PULI OF APPLICAME EROSION AND SEDIMENT CONTROL SYSTEMS,
4 IN OGDEN
S AERD MPP) STAKES RACED SOCK FAIR SEA L MATERIALS AND INSTALLATION SPECIFICATIONS-REM FOUND ATHE LATEST CONERFACTOMM COLINI-IMSINAMPASEMENT INACTAIR(SPANDIDEANTI-SlIMIRMINGIN SCRAPIRADVAL
V A �4 jo�o C NYIESESE WAK..OF THE All-. EARTHWORK&TURF ESTABLISHMENT:
A LAPIA.'C GS STAKE 4�=C==�E-AFMA MOISTGAM EVENTAND REMOVE SEDIMENTAS NEEDED;
%1N)ALFBISTURSEDAYEAS SUALLBE RESTORED 70 ORIGINAL CONDITION UNLESSOTHERWIDE DINCEMO-TER-UHNSOR BY
"""B"E"AT 0 EN A1111 SITE THAT HAVE SEEN VEHICULAR TRAFFIC,SCAO RESTORATION TO BE M FOLLOWS SODERMSTONATION
BEGRU,Aj.lE.NFFS
BEDDING DETAIL 1.) 01POST PREA SOCKS WILL BE PLACEDON THE CONTOUR WITH-TERMINAL ENDS OF THE SOCK S)REMOVED 11G.R.SHALL BE DEPOLITEDTO AN ANATHAT WILL NOTCOMINSHM COMPOST,TIMUNACS CR4'N'0`S`NlAT`O ASPU118145161A OF IIEW-STATE STORMWATER DESIGN MANUAL":APPLICATOR OF 3�OF
_ IIAMIN1MU.DIIT..Ill".APPLt=ONOFTOPSO[ITOADEPTH.f6'.VEGLIATE
NOTES: MENDED 8 FEET UP SWITS ATA 45 DEGREE ANGILCTO PREVENT BYPASS FLOW. SEDIMENT OFF-SHE ANp CAN BE PERMANENTLY STABILIZED. AS REQUIRED PER LANDSCAPING RAN,A APPLICABLE,OR AT THE DIRECTION OF OW NUM
1)THESE DRAI 5 ARE APPLICABLE TO SHE ET FLOW DRAINAGE ON DISTURBED WILD,MAY BALE 2�)SOI'REM OSSIGIED FOR USE SHALL BE 12--32-EXCEPT THAT 8"DIAMETER SOCKS MAY BE USED FOR 6)DETAR SHOWN IS EQUIVALENT TO A'REINFORCED'SIR FENCE.REFERENCES MADE TO U-2)TOP U PLANT/SEED,AND MULCH DMRFED.==BUSH PERMAN ENT VOLSE-WE GDOEVULT EGMMS ON GTHNN
DIKUARENOTSUI�BLEFOR�R�MCHANNEU. A IDENTMET LOTS TO CONTROL AREAS LESS THAN.25 ACRES -MINDA-MD-P-SILT PENCE,SEE SYSSUBSE. NATIVE/NATURALLURD GROUNBCOVERS);WHIMER CAL SOIL CONS-ION SERVICE FOR RE-UNUM
27 MAY BALE DIKES MAY BE USED FDA TEMPORARY MAN DAYS MAXIMUM)EROSION CONTROL 3
S6)CO POST SOCKS SHAM BE ANCHORED IN EAMEN WITH 2"X 2-WOODEN STAKES DRIVEN 12-INTO THE MATERIALS ANO APPLICATION.
It
ONIOPOUCEWEMONTIECENRIUNEOFTHEWCK. SILT FENCE CODE MOOR M PROTECT EXISTING STALICTURES&FEES MAE PROPERTY DURING WORK,WHERE POSSIBLE,ROME
STRAW BALE DIKE 4�)IN MAXIMUM SLOPE LENGTH ABOVE A COMPOST FILTER SOCK SHALL NOT EXCEED THE FOLLOWING =CIE AND COMPLETE ALL WORK OUTSIDE Of ROOT ZONES OF MNOR TREES AND AROUND OTHER FEATURES,AS PRACTICAL
MITS ASDIREM-OWNER.
R4 10 CLEARING OR GRUBBING BEYOND THE CLEARING LIMITS LABELED SMALL OCCUR ON LESS APPROVED IN ANSMIIE BY
-FOA ------------------R.I. ENGINEER AND PERMITTING AMMONNYHES).
Io
AN, DITCH STABILIZATION GUIDELINES
(GUIDE AMS ARE PROVIDED TO OFFER AtIFERNATIVES FOR STALINUXAMPON,AS NEEDED,ADOMMONA,
A I,`AA ORM RE AGGRESSIVE TREATMENTS MAY BE NECESSARY REPATRANNON SI IS CONDITIONS)
R r-K,
4 MIN, I I I US 1)B GE:-....ED.
"CAN L EGA..IN U-
W2)GIASI SEED&MULCH W/MINEMPARY EROSION CONTROL MATINARS
A_I. DARYIN—(rYA) COMPOST FILTER SOCK CONSTRUCTIO EX.NOUN AMENICAN GREEN MODEL:P300 ON APPROVED EQUIVALENT)
a
N ENTRANCE SPECIFICATIONS
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NON-N FROTEMITLE FABRIC FS 2)H0.S-K&MULCH WITEMPONARYOR PERMANENT EROSION CONTROL MATTING
GF-l)-.-I JUR A
I ZE.ESNA A)STONESIZE-USE BOAL4(l-ISTIONFORMUNFLE. NORTH AMERICAN GREEN MODEL'050 OR APPROVED EQUIVALREFT)
INKE WD""
_ STONE"" A)TRUCKNEIDNOTIESIMENNA', CS)-SEED&MULCH W/PERMANENT EROSION CONTROL MATTING
ORIGINAL GRADE .....FZ __
BU,.GST.NAAWLl.Ml I.Eumlli
NOTES: AN MAP w-50, 1 CKI)IDA.- R IBOTICIFIN AMEFROM GREEN MODEL;PS 0 OR APPROVED EQUIVALENT)
RE NOTES) HER APPROVED MMSUME(STOME CHECK DAMS AND/OR RIP RAPPED CHANNEL)
A)TYPICALCOMMERCOIJAIDUSTAX BFULANATERENGTH.RECOMMENDED SY ARM.
I)THIS STRUCTURE IS SUITABLE FOR EROSION CDATROBLON SHEET FLOW DRAINAGE ON MODERATE SLOPES,ORMACHECK A)ASINGLEMODENCEL T ENTRANCE RAMILL:RECOMMENDED 30-N
DMA SEDIMENT TRAP IN A OMPINLkW OMCH;IF USED AS A CHECK DAM,PROVIDE OVERFLOW CAMENUTY. SLOPE STABILIZATION GUIDELINES
B 3)WATER =UN US ARE PROVIDED TO OFFER ALTERNATIVES MR STASTRUMNON,M NEEDED,ADDITIONAL
2)'A'TO BE 2 OR GREATER FOR TEMPORANY DIKES AND 2.5 OR GREATER FOR PERMANENT EARTH DIKES. r6*THCK A)MCLUMM NDED�-M WIDTH WITH SEPARATE ENTRANCE&GRASTO SITE HE AGGRESSIVE TREATMENTS MAY BE NECESSARY DEPENDING ON SITE CONDITIONS)
3)T"TO BE AUGHT SHOWN ON PLAN OR EQUAL TO HEIGHT OF ADJOINING GROUND OR MAXIMUM IS-HIGH, (SEE NOTE) AT RECOMMENDED M'MIN VARGETH WITH COOLANED ENTRANCE&BITS TO SCIE SS-1)0 25-RD&MULCH
4)SEDIMENT 70 BE REMOVED WHEN SVM OF THE DIKES FUNRIONAL VOLUME HAS BEEN LOST SS2 25-SEED&MULCH WIMAMEFRAINEROSIONCONFROL MATTING
A)TO BE PLACED BARTHE ENTIRE AREA PARN M PLACING STORE. AX.NORTH AMERICAN GREEN MODEL:575ON ORAPPROVED ECRUNALANT)
B NOT A
�FABRIC
ON A SINGLE FAMILY RESIDENTS HOT
=STO NDA EAS SUSIUMEN WITH AN APPROPRIATE VEGETATION THAT MATCHES SURROUNDING WIPM 12-24' C SPECIFICATIONS 5
AAN=OVMA
EDTO PREVENTERESION. LIGHT DUTY ROAD.MIRATI WAX OR APPROVED EQUIVALENT
StSgp)E353-SEED&MULCH W1 TEMPUNDAY OR PERMANENT EROSION CONTROL MATTING ON
(SEE NOTE) HEAVY WHY 1- IMM OR APPROVED (11,NORTH A11111"GREEN ME111D OR APPROVED 11111DENT)
ED "NUMOS MMEM, SS 4)50 INNER,SEED&MULCH W/PER
-ALL SUR-FACE WATER FLOWING OR DIVERTED-RD CONSTRUCTION ENTRANCE SHALL BE PIPED BENEATH (EX.NOUN AMERICAN GREEN��".MANEN�TNE.ROSIOPN�C.DWROL MATTING ON SWPS5
STONE/EARTH DIKE THE ENTRANCE,IF PIPING 15 IMPRACIDOM,A MOUNTABLE BE PM WITH S:l SLOPES MAY BE CONSTRUCTED BF A APPROVED ACH"All"
66) G. SS,5)AW6-:DOMINATE ENGINEER FOR GUIDANCE.
(CONTRACTOR MAY WE THE DETAIL SHOWN ABOVE FOR SEDIMENT CONTROL FOR CONCENTRATED FLOWS) THE ENTRANCE SMALL BE MAINTAINED IN ACONDIFIRIN WHICH WILL PREWERETTLACCEN.OR ROVING 01
1.MIN SELIM AIAMAUREW-THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS
W ONTO PER RADIUS
AGGREGATE(CONETRACEO MY REFER 70 NEWYORK STANDARDS ANORSPEKINNATTIONEFOR EROSION AND SEDIMENT CONTROL 10' IN PLACED OVER ENTIRE AREA
SPILLED,DMPPED,WASATED OR D-TEDONTO PUBLIC SPOLUS-CM WAY MUST BE REMOVEDIMMEDIATELY.
AND' ' SE ON NO FMINUS TO BE COVERED BOTH I NS DEMAND AND REPAIR AND/OR MEANING OF ANY MEASURES USED 10 TRAP SEDIMENT.ALI SM-A,
(-TAG'Z"W`C.FR1'0'A l0FMRT`N'�`l-U-'O7�.`POA1A (SEE NOTES)
CS 7)VOSHINGS ENVIRONMENT7 CONTROTS
WHOOSSHAL BE CLEANED TO REMOVE SUS EFINPREA TO ENTRANCE ONTO PUBLIC RIGHTS M... =EC=1
=DECONM MON ENTUANCLASRECRENEOMPANENTITAMIRING VARNWAS ECRU OTO
NORW.. HANG AN
APPROVED RPAIL Al DONE GUAM ARLAOF STMIMPOSICHAS AND WHICH DRAINS
.-VACE REPLACEMENT WASTEWATER SYSTEM
CONSTRUCTION ENTRANCE CS-8R04SP-ICAY WELLES
121 PIL TKNOBRD.
PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH PAIN QUEENSBURY,NEWYORK
SEDIMENT CONTROL-BAR-RIER(SHEET FLOW)--------------------- JARRETT Engineers, PLLC
SCALE:N.T.S. Cmil&E-i--N.l FIgh-run,
(E C� SHEET FECAN MRAN.MACA ........A.A.-............... ..,ED
�GCXNTRACTORR MAY USE ANY OF ORGINSS SHOWN A80VE FOR SEDIMENT CONTROL OF SHEET FLOW ONLY) PE,#67509 12 PAST TON STREET GLENS FALLS,N Y GREMPUTO MAY REFER TO NEW YORK STANDARDS AND SPUCIFEATION FOR EROSION AND SEDIMENT CONTROL NOT FOR CONSTRUCTION PHONE,(518)79?�M. 7
'BLUE BOOK FOR OTHER MR-Al.11 AWI.N AND SEDIMENT CONTROL(CONTACT ENGINEER PRIOR TO..'DO INAINUTIOBS) � QA Il IED 10 HE IOWNOI OU11111UR11ORWAITIOVATIRIA1111W APFPL2022 PRO A 21 CUT, -SH
I DKM I REV#I ISSUED/REVISIONS