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WASTEWATER-SEWER\Set P1-RWelles Freyer—Leaching to Wetland and Force Main to ROW—1n APA-5-16-2022
RESOLUTION SETTING PUBLIC HEARING ON SEWAGE DISPOSAL
VARIANCE APPLICATION OF TIMOTHY WELLES & LAUREN FREYER
RESOLUTION NO.: ,2022
INTRODUCED BY:
WHO MOVED ITS ADOPTION
SECONDED BY:
WHEREAS, the Queensbury Town Board serves as the Town's Local Board of Health and
is authorized by Town Code Chapter 136 to issue variances from the Town's On-Site Sewage
Disposal Ordinance,and
WHEREAS, Timothy R. Welles and Lauren W. Freyer have applied to the Local Board of
Health for variances from 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,
NOW, THEREFORE,BE IT
RESOLVED, that the Town of Queensbury Local Board of Health will hold a public
hearing on Monday, June 131h, 2022 at 7:00 p.m. at the Queensbury Activities Center, 742 Bay
Road, Queensbury, to consider Timothy R. Welles and Lauren W. Freyer's sewage disposal
variance application concerning property located at 121 Pilot Knob Road in the Town of
Queensbury(Tax Map No.: 227.14-1-9) and at that time all interested persons will be heard, and
BE IT FURTHER,
RESOLVED, that the Local Board of Health authorizes and directs the Queensbury Town
Clerk to publish the Notice of Public Hearing presented at this meeting and send a copy of the
Notice to neighbors located within 500 feet of the property as required by law.
Duly adopted this 161h day of May,2022, by the following vote:
AYES
NOES
ABSENT:
SEPTIC VARIANCE Office Use Only
t Permit#: P"o2ng - 2oZ2
APPLICATION Permit Fee:$ 11QS'
Town of ClUcen.s up,
Invoice#:.
742 Bay Road,Queensbury,NY 12804
P:518-761-8256 www.gueensbury.net Approvals:
Submittal: 1 (one) original &8 copies of the completed application pacKage
/"" RECEIVED t.
PLEASE PRINT LEGIBLY O.R TYP-E;-RLEAS INCLUDE AN EMAIL' WAY;9 2022 4..
1 r E QUEENSSURY
Section 1: ` CLERKS OFFICE
Contact Information: d 0 9 2022 ��'"
MAY �
Property Owner(s): Timothy R.Welles Lauren-W:-Free ner's gent: JARRETT Engineers, PLLC
-0F � JuWN
BUILDING& COL71=S
Address: 51 Lenox Ave. _ �._ @� w. a Address: 12 E.'Washington St.
Albany, NY 12203 Glens Falls,-.NY.12801
Phone#: 518-424-3606 (Tim) 518-424-9561 (Lauren) Phone#: 518-792-2907
Email: Wellest(c),pinecap.com (Tim) Email: tiarrett(cDiarrettengineers.com
lauren.freyer@gmail.com (Lauren)
Section 2:
Site Information:
Site Address: 121 Pilot Knob Road Tax ID#: 227.14-1-9
Directions to Site:
Section 3:
Distance from well on property to septic system (if applicable) feet
Section 4:
Is it possible to install a conforming septic system on this property? ❑Yes ❑X No
If YES, please explain and attach a.diagram-:
Section 5•
Does the proposed system meet setback requirements for distance from wells &septic systems on neighboring
properties? X❑Yes ❑ No If NO,please explain:
Section 6:
Is the proposed system to be installed under a parking area? ❑Yes X❑ No
Section 7:
Section of the Sanitary Sewage Ordinance from which you are seeking the variance (i.e. leaching system will be 89 ft.
from well in lieu of required 100 ft.): Horizontal setback from wetland to leaching system Required 100' Pro os _d 5T6"
Septic Variance Application Revised December 2021
' 1
V
Section 8:
List the names, parcel addresses, and tax map numbers of all adjoining property owners. You may,obtain this
information from the Town of Queensbury's Assessor's Office:
North Name LaForte, Mary
Address 193 Pilot Knob Road
Tax Map ID 227.14-1-18
South Name Ball, Donald & Marilyn
Address 119 Pilot Knob Road
Tax Map ID 227.14-1-8
East Name Ball, Donald H Lamitie, Sarah
Address 122 Pilot Knob Road Pilot Knob Road
Tax Map ID 227.14-1-29 227.14-4-28
West Name Amann,James
Address 40 Pulver Road
Tax Map ID 227.14-1-10
Section 9:
OWNER STATEMENT
I/We do hereby relieve the Town of Queensbury from any liabilities on the plumbing and septic system located at:
Timothy R. Welles . I/We realize that putting the well, septic tank or leaching system less than the required 100' feet
& Lauren W. Freyer
from the Wetland may increase the risk of pollution.
Owner—Print Name:_Timothy��R. W/elll1ells Lauren W. Freyer
th/
Owner—Signature: ��� J' Date: 4/25/2022
Section 10:
NEIGHBOR OR TENANT RELEASE STATEMENT(if applicable)
I/We do hereby relieve the Town of Queensbury from any liabilities on the plumbing and septic system located at:
I/We realize that putting the well, septic tank or leaching system less than the required feet
from the may increase the risk of pollution.
Neighbor/Tenant—Print Name:
Neighbor/Tenant-Signature: Date:
Septic Variance Application Revised December 2021
PLEASE ATTACH THE FOLLOWING TO YOUR APPLICATION:
1. 'A location map showing the site within the Town of Queensbury: .
2. A plot plan showing existing and proposed features of the property, including:
a. Lot dimensions
b. North arrow and scale: 1 inch=40 feet
c.. Location & dimensions of existing and proposed buildings, showing setback distances and
uses
d. Parking layoutto scale (if applicable)
e. Physical features (street,steep slopes, lakes,wetlands, etc.)
f. Location of all wells and septic systems on neighboring properties
g. Adjacent ownerships
h. All properties within 500%feet
A sample plot plan and location are shown below:
'Serep�Eaea'�PAen � a
.45
"Sccn Fviurrur � �':R i` r
ti
kd
•�F{PZ.- fiht • Y t .•a -
f 714 l� i I P�R.'_�91IP1 p
�:+��di {.
7.
Septic Variance Application Revised December 2021
Section 11:
AUTHORIZATION AND SIGNATURE PAGE
This page includes the Authorization to Act as Agent form, engineering fee disclosure, authorization for site
visits, other permit responsibilities and agreement to provide documentation required.
Complete the following if the OWNER is using an Agent:
Owner's Name: Timothy R. Welles Lauren W. Freyer
Designates: JARRETT Engineers, PLLC as agent regarding the Septic Variance for
Site Address: 121 Pilot Knob Road
Tax Map#: 227.14-1-9
Engineering Fee Disclosure: Applications may be referred to the Town consulting engineer for.review of septic
design, storm drainage, etc. as determined by the Town Board of Health. Fees for engineering review services
will be charged directly to the applicant.
Authorization for Site Visits: By signing this page and submitting the application materials attached herein, the
Owner,Applicant and his/her/their agent hereby authorize the Town Board of Health, building and code
Enforcement Officers and Town Engineer to enter the subject properties for the purpose of reviewing the
application submitted.
Please Note: Other permits may be required for construction or alteration activity subsequent to approval by
the Town Board of Health. It is the applicant's responsibility to obtain any additional permits.
Official Meeting Minutes Disclosure: It is the practice of the Town Board of Health to have a designated
stenographer tape record the proceedings of the meetings resulting from the application, and that the
minutes transcribed from those tapes constitute the official record of all proceedings. If there is a discrepancy
between such record and the handwritten minutes taken by the designated stenographer, the handwritten
minutes shall be deemed the official record.
I, the undersigned, have thoroughly read and understand the instructions for submission; agree to the
submission requirements and completed checklist:
OWNER—PRINT NAME: _Timothy R. Welles Lauren W. Frever
OWNER—SIGNATURE: ✓, �J'1 ,g-/ ���� W-Fl � DATE: 4/25/2022
AGENT—PRINT NAME: H.Thomas Jarrett, P.E.
Digitally signed by Gail
AGENT—SIGNATURE: M"ehOYSe DATE: 4/28/22
Date 2022.04.2812:1738-"09
Septic Variance Application Revised December 2021
227.14-1-1 227.14-1-2 227.14-1-3
Ayers,James B Dewey,Julia Dewey Irrevocable Trust,Julia L
413 Lincoln Dr 12 Lancestire Dr 12 Lancestire Dr
Guilderland,NY 12084 Queensbury,NY 12804 Queensbury,NY 12804
227.14-1-4 227.14-1-5 227.14-1-6
Ayers,James B Ayers,James B Ball,Donald&Marilyn
413 Lincoln Dr 413 Lincoln Dr 18 Woodside Ave
Guilderland,NY 12084 Guilderland,NY 12084 Oneonta,NY 13820
227.14-1-7 227.14-1-8 227.14-1-9
Ball,Donald&Marilyn Ball,Donald&Marilyn Freyer,Christian
18 Woodside Ave 18 Woodside Ave 51 Lenox Ave
Oneonta,NY 13820 Oneonta,NY 12820 Albany,NY 12203
227.14-1-10 227.14-1-11 227.14-1-12
Amann,James A DeMaranville Trust,Christine Bruce,Charles
46 Edsall Ave 2 Tailfeather Ct 32 Pulver Rd
Nanuet,NY 10954 Wartervliet,NY 12189 Kattskill Bay,NY 12844
227.14-1-13 227.14-1-15 227.18-1-21
Alonge,Gaetano Andretta,Vincent J Goodman,Craig L
9 Eliot Dr PO Box 1999 95 Pilot Knob Rd
Slingerlands,NY 12159 Kingston,NY 12402 Kattskill Bay,NY 12844
227.18-1-22 227.18-1-23 227.18-1-24
McClellan Fmly Irr Inc Only Tr McClellan,Bruce D Lakewood Homeowners Assoc.Inc
5 Lakewood Dr 5 Lakewood Dr 379 Quaker Rd
Kattskill Bay,NY 12844 Kattskill Bay,NY 12844 Johnsonville,NY 12094
227.14-1-16 227.14-1-17 227.14-1-18
Andretta,Vincent Freyer,Christian LaForte,Mary
PO Box 1999 51 Lenox Ave PO Box 60557
Kingston,NY 12402 Albany,NY 12203 Staten Island,NY 10306
227.14-1-19 227.14-1-20 227.14-1-21.1
Serbalik Family LP Phillips,Donna E.D. Cholakis Trust,George T
PO Box 270 PO Box 3368 6 Birch Ln
Mechanicville,NY 12118 Saratoga Springs,NY 12866 New Paltz,NY 12561
227.14-1-21.2 227.14-1-28 .227.14-1-29
Filler,Martin Lamitie,Sarah Ball,Donald H
1157 Pilot Knob Rd 16 Summit Ave 18 Woodside Ave
Kattskill Bay,NY 12844 Latham,NY 12110 Oneonta,NY 13820
227.14-1-30 227.14-1-31
Seguljic,Thomas Sloan,Stephen
31 Lakewood Dr 35 Thomas Grove
Kattskill Bay,NY 12844 Pittsford,NY 14534
FREYER / WELLES
WASTEWATER MANAGEMENT
121 PILOT KNOB ROAD & 22 PULVER ROAD
g TOWN OF QUEENSBURY, NEW YORK
PROJECT DESCRIPTION
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SYMBOLS/ABBREVIATIONS: SCALD Sff GRAPHICSCALf (IN FEEa
DT SANITARY SEWFft SA-G
E.N.AYSEWER SA-FN
STORM SEWER ST
REVISION INDICATOR:® SUR INDCATOR:O
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GENERAL NOTES: NOV.11,2021 SUBSURFACE INVESTIGATION
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FATOP MPHIC SURVEY MADE—CHIXSTIAN E.&LAUREN W.FREYER AND TIMOTHY R.
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ayrq v(1` yr y "`„„„«,^aary `. !`r�x4h : J i ", ., 4 .ti ✓ WELLES
✓ 'P r,. „ �r t a ;� ` aoa wasrEwATEn r �, w
" all Y ;1J sEreACE 4 a „ 121 PILOT KNOB RD.
rk x u'"ar�,t) m 9a hxrVf F+Y"""'m„n ,� :..,,,.. 'a'lahf,'' i ✓m�a, "v U�'M"'+mu.;, N QUEENSBURY,NEW YORK
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1 F� ' R P.E.t 5]509 12 EAST WASHWGTON STBEEf GLENS FALLS,N.Y.
WEWoeSEPVEO / i M1''S�� Pd PJji, " 4 cohACMerzm2 PHONE:(518]92-Me
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q0 i° °" B0 n WASTEWATER SYSTEMS PLAN APflIL2022 PRO N21-004 SHEEf:30FT
pN r[En u SCAtE:SEEGMVNICSCAtE TIEOIPfYiSEO'.aVoerzox2am PM
WETLANDSpD NNEATE—ARRO-1) GENERAL WASTEWATER NOTES
G"1 CON57RUCTONOF NEWPIPING,TANKS,AND LEACHING SYSTEM(S),ETCSHALL BEN CONFORMANCEWONAPPARELE NYSDEC,NYS DEPT.OF HEALTH,
C AND LOCALCOUNTY(POWN STANDARDS,M WEMM OEFAILS/SPECS ON THESE DOCUMEMS.CONFUCTSSHAU—NOUGHTTO ENGINEEPS ATTENTON
PRIOR TO CONETRUCTON.
621NSOWATION OF WATER SAVER FIXTURES THROUG HOOT RESIDENCE ACQUIRES(POST LBML NO KHCHEN GARBAGE OUSTERS,OR SIMMOTTURS ME
TO BE LONNECTEDTOTHE WASTEWATER DISPOSALSYSTEM.
/ HACHINGEYETEMINEUIIATIOW
_ U.LEACHING SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH ASIM F461,HYSDOH,NYSDEC,AND OTHER APPLICABLE STANDARDS UNLESS OTHERWISE
DIRECTED HEREON
1.REMOVE VEGETATION AND TOPSOIL WITHIN FOOTPNNT OF LEACHING SYSTEM AND STOCK PILE TOPSOIL MR REUSE.CONTRACTOR TO EXPOSE
'- -
{ LEACHINGSY51£M i001PRIM FOR EXAMINATION BY ENGINEER
! ' LEACHINGSYSTEM S SHALL OE INSTALLED TO UELATrvE)PL¢VATONS SHOWN,AND ELEVATIONS OF EXISTING GPADE AND SITE FEATURES SHALL BE
U.
S "� { J_ ", / GOCMA HIED PRIORTOSEDFOF CONSTRUCTION
•• �'" _ L4.FILL NIC DUFF IF REQUIRED FOR!PANNING SYESEM[SL C.). BE CLEAN GRANUWt SOIL(SAND OR LOAMY EAND) ON PLANS
OF LARGE STONES,TARE.
` 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
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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
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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
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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
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AS DEFINED V NYSDEC STANDARDS,
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EAMOSION&SEDIMENT CONTROL GUBDLINES("BLUE BOORT;LATEST EDITION -l"WOREURISTMES ASSCR)FOR PROJECTS IN THE TAKE GEORGE RLS.D.-
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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
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STANDARDS AND SPECIFICATIONS FOR EROSION AND
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SEDIMENT CONTROLANDBATH-REGEORGERMIN CWR�NCEWHHWPCREGUWION646-4,15(C),
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B 0 I E,NO GAP WHICH TYPICALLY WILL NOT TAKE RACE,SHALL BE REQUIRED TO INCORPORATE EXTRA MEASURES
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USE
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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
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- 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
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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;
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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
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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
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AN, DITCH STABILIZATION GUIDELINES
(GUIDE AMS ARE PROVIDED TO OFFER AtIFERNATIVES FOR STALINUXAMPON,AS NEEDED,ADOMMONA,
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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
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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)
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WHOOSSHAL BE CLEANED TO REMOVE SUS EFINPREA TO ENTRANCE ONTO PUBLIC RIGHTS M... =EC=1
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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,
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'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
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