Loading...
1.2 1.2 WASTEWATER-SEWER\APPROVE\Sampson-Holding Tank System and Setbacks—In APA-6-13-2022 RESOLUTION APPROVING GARY SAMPSON'S APPLICATION FOR SANITARY SEWAGE DISPOSAL VARIANCES RESOLUTION NO.: 12022 INTRODUCED BY: WHO MOVED ITS ADOPTION SECONDED BY: WHEREAS, Gary Sampson (Applicant) filed an application for variances from provisions of the Town of Queensbury On-Site Sewage Disposal Ordinance, Chapter 136, §136-11 which requires applicants to obtain a variance for a holding tank system as the Applicant wishes to install a holding tank system consisting of two (2) 1,250 gallon capacity precast concrete holding tanks for a total capacity of 2,500 gallons in lieu of the required total capacity of 3,500 gallons, and WHEREAS, the Applicant has also applied for additional variances from Chapter 136 to allow placement of the holding tank system: 1. 6'6"from the property line instead of the required 10' setback; and 2. 6'6"from the property line instead of the required 10' setback; on property located at 54 Russell Harris 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 requests 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 Applicant; and BE IT FURTHER, RESOLVED, that the Local Board of Health hereby approves the application of Gary Sampson for variances from the Sewage Disposal Ordinance to allow installation of a holding tank system consisting of two (2) 1,250 gallon capacity precast concrete holding tanks for a total capacity of 2,500 gallons in lieu of the required total capacity of 3,500 gallons and allow placement of the holding tank system: 1. 6'6"from the property line instead of the required 10' setback; and 2. 6'6"from the property line instead of the required 10' setback; on property located at 54 Russell Harris Road in the Town of Queensbury and bearing Tax Map No: 240.5-1-8, 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 review by the Adirondack Park Agency during such period. Duly adopted this 13t'day of June, 2022,by the following vote: AYES NOES ABSENT: PETRONELLE & GARY SAMPSON REPLACEMENT ON-SITE WASTEWATER SYSTEM 54 RUSSELL HARRIS ROAD TOWN OF QUEENSBURY, NEW YORK ' k SrtE toCATlon LAKI(h;Oi UI s SITU LOCATION ,--,LOCATION PLAN scALE:NI S e a LEGEND- LINE TYPE: NG AND O VEIRREUTILITIES URVEYED AND OR FIFLD VERIFiEU: E%19TING STRUCYUREE/OBIECI5(UTItrtIEs T VERIFIED BY SURVEY OR ------- RELDDOCUMENTATION: PROP09EDSTRURURES/OBIECYS/ UiiLrtYEs: tt LINE: ------ PROPOSED MAIO0.CONTOUR LINES: f1 PROPOSED MINOR CONTOUR LINES: -------99 99------- SITE SETTING PLAN OR NGMAIORCONTOUR LINES: --------------------100 LJ SCALE SEE GRAPiRCSCAiE EXISTING MINOR CONTOUR LINES:TRIP --------99-------- LINE: SNOBELL USTREAM: — -...._ ...._. SYMBOLS/ABBREVIATIONS: GRAVITYSANRARY.ME SA-G PRESSURE SANITARY SEWER SA-EN JARRETT Engineers, PLLC NOT FOR CONSTRUCTION DETAILI OETNL REFERENCE TAG: O SEE ORAwINGp FOR DETAIL Civil&Environmental Engineering OSlDz/2022 ON C'' IE U Y V A .( U H A A I �i g ® NO CHANGE THIS SHEEP DIRECTION 12 EAST WASHINGTON STREET PHONE:(518)792-2907 GLENS FALLS,N.Y. Ontzoizozz A VARIANCE APPROVAL LILIEENSEBURY FOR WASTEWATER6 N SECTION REFERENCE TAG: A SECTION LETTER sEEORAWIxGp PRO#21-051 DATE REV#I ISSUED/REVISIONS OR SECTION GENERAL NOTES: GIISURVEY&MAP INFORMATION PROVIDED DY DANRAH LAND SURVEYING,Pt1CTITLEO:"MAP OF A BOUNDARY& �4fr;)�//^ r' //� TOPOGPAPHICSUIXVEY IANtl6 NOW tlR FORMERLY OFRARRARA 1.iAN15"LA4T 0.FVISED:3/i6/21 G2)CONTRACTOR TO LOCATE E%ISFING UTILITIES PRIOR TOLONSTRUCTION;CONiACF DIG SAFELY NEWYORK /l// / ` (�-600963-394](ANO RE<OPU FILE IX.EPANCIE55NAl1BEONNNOIONS,LOCATOWIONANDELEVAU N,P-AT01NITIATING / / /3 yl'�)]=I(' �/ \\\Yw��:•, \C NSiRUCI'IONCONFLICTS OR DISCR REPORTED TO THENfflORENGINffR IMMEDIATELY.NOTIFY 'erils \\ ENGINEER IMMEDIATELY 11511E 1-TRIT-1 ARE NOTA61NFREFTED. Wovdc �s�n �// Pr a eI 07eta s1PY 1' a ,b;.n11'zed Page oor: 4 02 l' G i,,n ,335 \•/��`\� .// Oul, rtdlnin< Tnasa 1` 3323 D / //. \ /II l� \\`\� i/r� OPERTYLNE APPROXIMATE LOWSON OF EXISTING WASTFWATERSYSTEMTO BEABANDONED (TYPEAND WENT NOT KNOWN) WASTEWATER STEM NOT FULLY KNOWNI _ arL+ed ",I`� lT'lei ,a, � ➢I/n�drn Fe.rmu Ulifily Pc w:11 Ifn r^5 (,r E.i1e )e , I f 1 (/' A 3.4Now ar Farr er'lY GanCS' ) hen, w...l� 1idz•ery 5p affa 228 Book k .\ NOT FOR CONSTRUCTION Z/• 1 nE P H"rJuse �1C'f:'n / \\", \"S.[Yd)F j/ 05/02/2022QUEENSIBUFFY FOR NO CHANG THIS SHE,U Y A .( H 1-nI DCISTING CONDITIONS GRAPHIC SCALE 2D o4/2oren2z A vnRwNCFAacRovAL W WASTEWATER ry IJ sCAtE:SGF RUULSCALE DATE REV# ISSUED/REVISIONS (IN HFTU p,SEOF NER,yo EXISTING CONDITIONS ©C7 REPLACEMENT ON-SITE WASTEWATER SYSTEM 9 PETRONELLE&GARY SAMPSON 54 RUSSELL HARRIS ROAO OUEENSRURY,NEW YORK IXra� JARRETT Engineers, PLLC H.THOMAS—RELF Civil&E"'i"'UNN11I'l ENgh""iNg P.E.#5'l509 12 EAST WASHINGTON STREET GLENS FAILS,N.Y. PHONE:(515)792-2907 n APRIL 2022 FELL)#21-051 SHEET:20F5 BASE"'LET Y< O:a5/orhs„':IT nvn HOLDING TANK NOTES: RESIGN INFORMATION_ "MIENTH LIQUID LEVEL IN THE HOLDING TANK REACHES SOMOF THE USABLE CAPACITY OFTHE DESIG N NEW 1CFEN-S GTIAN.1.1 OF HPAITH &l0N1.11D1),AYIILML'GilTSHALLINDIWE"ANKR{GHLML"WilENTHELIOVI RVERID A1,ABUZZERW WILL RED WILL GLASS TO -.10HURNSCHEY THE HOLDING TALK P"HIS 1­1 OF THE SYSTEM USABLE CAPACITY RCHT I N HOT 0 INDICATE­NX SHUT OFF CIEVEL'AND A SOLENCIROVALVE IN THE N DATER DOE WILL DE-ENERGIZE AND CLOSE TO T PNEFLVLEVN'TEANY FURTHER WATER FROM ENTERING TIE RESIDENCE,OR,A RELAY SHALL BE PEMICED TO DE-EXXAZE TIE MOU.1N. W VALLEN73BER .1 MINIMUM HOLDING TTAKYS­EAC­H=OR 1,000 GAL.,WHICHEVER ISGREATER NYUDOH.MIN.7 DISC z [""d -A POULTEUTTON SHALL BE PROVIDED TO SILENCE THE BU­ TH BEFORE,330GAL/DAYX-2,310GAL HOMORNOTANK..�IR.V.D,�L(�)�,�l��All��-I...-Il�l��.l��(�,l��.Al�-1I -THE SYSTEM SHALL AUTUMATICALLY RESET,INCLUDING ENERGIZING UP SOLENOID VALVE ON THE WATER SYSTEM,AFTER WATER-11 MIXTURES TO BE INSTALLED THROUGHOUT RESIDENCE) 'TANK HIGH LVEL". (FEW U_ THEMORINGTARK S PUMPED GCVHNTD BELOW ITT USOCICUREM-1-CLITC."CH"', 0 FLOATSWITCHES SUA-LE GOOD$TYPE AZ 3 OR EQUIVALENT. For"' of LCOCIS 1"ow 0/' THE TWAT MITCH WIRING SHALL BE TERMINATED IN A NEAR,6 JUNCRON BOX MOUSTED INSIDE THE GRAINE RING TO M, I THEM THING TANK,ALL IN FROM THE FLOAT SWITCH JUNCRON BOX TO THE LEVEL ALARM SYSTEM PANEL SHALL BE INSTAMED UNDERGROUND IN ACCOMANCE WITH THE WEST HDRON OF THE NATIONAL DEMICAL CODE ISO ALL KFUE & C-CILGCAll.DUS IT PROVIDE IN NIRNSD STEEL CONDUIT UNDER DERAMMAYS AND OTHER HEAVY VEHICULAR TRAFFIC AREAS IXTIN ING I'G ON ULTHER SIDE, CONTROL RELAYS SHALL BE GENERAL PURPOSE,120VAE WITH FORMACTS RATED FOA$AMPERESCONTINGLOGS SERVICE; ["g, -102 SQUARE D OR TYPE FS 14 OR EQUIVALENT.PROVIDE RELAY SOCKET TO MATCH THE CONTROL RELAY FURNISHED. p,00k RAPTNT�"4: ✓ YE HOW,THE"MAN-UT OFF RVEL"MGM SHALL BE SUPPLIED WITH A FULUER AND A RED LIMLS, TO PROPERTY ONE -SM RIGHTS SMALL BE 120 VAC PILOT LIGHTS WITH A DOMED PLAYMP LENS,THE HIGH HOVEL"LENS SHALL BE HORIZONTALSMA -LO-SHALL BE 120 VAC,HEAVY DUTY,ADINVABLE VOLUME, UK I B she""', E-ORWAILY IIN,lO�NON-ILLUMIN�EDMOMENTA�CONTAUPUSH-BU70 ML EPROVIDED.THE OEM R UITHON SHALL HAVE A FULL GUARD,SQUARE D SNEMULAS TYPE K OR MUMUMAMENT. -RELAYS,RELAY SOCKETS SHALL BE MOUNTED IN A FREMA ENCLOSURE SUITABLE FOR THE WCATION,THE ALARM LIGHTS, GWFl_...A AM.."... SHALL BE BURTUDD G THE OUGHT,.1 OF MWUTERAC A.U'll-Al C, MATERN LS,is TERMINAL ROCKS,CONNECTORS,ETC.TO MOUNT AND CONNECTALL DEUCES SHALL BE PROVIDED.THIS lNClll�==VllAl=GAM�11-1 111.T 11.11- CIIII.. N.IA.KIIVIIAIRM SYSTEM E.1WHILLAIRSAIINDICATIEFORTHI IMEMATIC MICH SMALL BE If,-, U PROATEDERWITH SYSTEM.ARWIRINGINTHCH MEVRAMUW"ST'M NUCINAMISIBUTAREDIN A -LM`E=ANCAND SEQUENCE Ol..'121P-DWATEMBLARDING ENVELOPE A NEXT AID WORKMANLIKE MANNER.A COPY 0 SI ON I MA I L B I=LT'.T IT VARIARLSQ� CONTROL PANEL.THE ENCLOSURE SHALL BE MOUNFUSID IN A SUITABLE LOCALGON IN THE XRO B I,'AIR. B GLEAN TO PROPERTY LINE GOULDS M-1 OR A4­4,OR EQUIVALENT. ED BNOLD-VE,IF PROVIDED M LIEN OF A SHOT OFF RELAY,SMALL BE A NORMALLY CLOSED(ENERGIZE TO OPEN)VALVE, LL'I'H I'A'PU B-Z!22G'S'EA 120VACAND MAU BE INSTALLED IN THE RESIDENCE INCOMING MAIN WATER LINE.THE SIZE OF THE VALVE ORIFICE SHALL CORRES OND WITH THE PIPE DIAMETER OF THE Z' WATER LINE.WRINGTO THE SOLENOID SHALL.Of SZED INACCORDANCEWRATHE WESTCURIONOF NEC, TANKS/STRUCTURES: II T-RTHRE LOCATIONS OF ALL SURED STRUCTURES SHALL BE DOCUMENTED BY INSTALLATION w, RDS'TO PERMANEW STRUCTURES OF PERMANENT MA OVER COVERS),AND MEASUREMENT I z"15 'd 0 T­2)ALLNElOA EX STING TANKS SET BELOW SEASONALLY I AD nl. A=I GROUNDWATER A1111�1'VID U " 'GE U Woon"1 4 'A' ACAINST RESSESHE FUCHATION USING EMNUED INTEGRAL ED F=XY N SD APINT [OLLSO L' ENVIRONMENTAL CONTROLS SUBMITTRIMOBSTO NGINEURFORAPPROVAR ANY EXISTING STRUCTURES TO BE REUSED ARE TO BE INSPECTED FOR STRUCUMILIN EGRITY AND RAKAGETDM`FOR WATERTIGHTNESS BY METHOL APPROVED BY ENGINEER. STIRCTION..HALL LUWS WATERTIGHT JOINTS LASTM­27),WALL < (Z)"­G_MRS. UMI ­)TANES/M MILESSIMALL-SAMIES11CH LENUFACHODUS SHALL BE MENUS SLEEVE TO BE SEALED TO THE MR WITH NON SHRINK GROW,AND TH IP SEAUD Y", GMEASMAN-TAX I FILS TO B . BY METHOD TNE STEVE WITH WATERTIGHT ELASTOMEMCWHERAL PAREEPOIBETESTEDTODOCUMUSETWATE TIGHT ES APPROVED BY ENGINEER,(ENGINEER TO VATHESS) 1 2 "16 PVC GRAVITY SEWER @2%MIN,SLOPE R (ROUTED AROUND SITE FEATURES M REQUIRED) ­)CONTRACHASTO INSTAHLUNES/SYDRUCTUR-OULATIVE)EMOLATIONASICHAN;DOCUMENT RESOUROM OF EXISTING FEATURES PRIOR TO START OF CONSTRUCTION. D-Lx or Fol'! ol A INSTALL TANKS PER MANUFACTURERS RECOMMENDATIONS Q 228 ✓ AndreFy Spa th <rl d_ ppogoU­OVRCEMTEN�lu�'PLI look 35,59 A TANX/SAM­TAX 1:2105 1-8 -9 'V�'A �";11 T EE=S ATE.DPIIY---- A 1.A F`U.l I B NOT FOR CONSTRUCTION rl' _ASPARL U%­UElTl.-AW`lGppl_/ 11 I '"' 05/0212022 Rt !��l�ICIIA-&WA'TERgeUL)II�)E'ID�E�N'�'FICATION GOT 01 A PONB-NGFIE t I 1.1.11OFORGINGIANCE. DATE REV# ISSUED/REVISIONS GRAPHIC SCALE WASTEWATER SYSTEMS MAAST ER SYSTEMS 11 2 WASTEWATER VARIANCES REQUESTED FROM THE TOWN OF QUEENSBURY REPLACEMENT ON-SITE WASTEWATER SYSTEM EF: MOURRID. GI_SMN. IIQlQSEQ PETR( I _ 11 USE OF A HOMING TANK(QUEENSIGHTY CODE CHAP IRS MA) VA�11.A�Cl IX�I'IG 11 54 RU C ESSELL HARRIS ROAD QUE NSBURY,NEWYORK ZIN LIGING TANK CAPACITY-7 DAYS RA 110 EPIGGEDEMOM=2,5110 WORLIN TANGS) R,10.GAL N/A Z"BEGA'. JARREW Engineers, PLLC _(QU-EE-N-S R­U`RI E CH A P 13 6-11�11 DAYS RA ---------------------------------- chWI&ETUd-UMENRUI EUgG'A"'I.g 3)HORIZONTAL OSTRAGE FROM HOLDING TANK/SEPTIC TO...lF.1IFTY H.THI JEARRETF LINE RaNDENSBURRY CODE CHAP UP ATTACHMEUT 1,AP=K A,TABLE'I C P.E.K 575N 12 EASE WASTEWATER S H I N TTE.. GLENS FALLS,N.Y. OPYUG_w F,Sul PROVE:(518)792-2907 A)H UZOWAL SETBACK FROM HOLDING TAXOSEPTIC TANK TO NOUN PROPERTY LINE ASMI PRI#2-51 SHEU:3CF5 (QUEENSIBURY CODE CHAP 136 ATTACHMENT 1,APPENDIX A,TABLE 1) BASSI-ET 1.11 PLOTTE.1 NEE-=17A 2 ALARM/CONTROL PANEL HOLDING TANK ALARM SCHEDULE: DIAGRAM LEGEND ENCLOSURE TYPE l'O'—ON RISING LEVfLINORMALLY CLOSEb) DICTATED I LOCATION FAIR (HE.(NE -INDOOR SYRACUSEi MANHOLE FRAMER EOLUVA i NEMA 4X-OUTDOOR) GRACE TO CASTINGS Y1 FROM OR EOUNALEM; OAT(No) -o„p-FLOAT swEtcx-nosEs GRADE TO DRAIN AWAY FROM COVER b uN alslNc LEVEL-IwoamnuvaPEw) NEMA 6%JUNCTION BOX GRADE TO DRAIN AWAY PERMANENT MARKER FLOAT2 Ia TANK SHUT OFF ® CONTROL HE- FROM HOLDING TANKS FINISHED GRADE OVER COVER(TYP.) INCj LEVEL AEIAY ALARM LIGHT-YELLOW TANK�24 (TYP)—L FLOAT SWITCH(TYP.) SHUT CR1 OFF LEVEL ALARM LIGHT-REb 12-MIN.(TYP.) WATERTIGHT SEALED PLUG TANKSHU (� BUZZER -------------------- -- A --- CRI CR2 OFFLEVELi -- a ° LEN[E NOR WATERTIGHT JOINT(TYP.)- $ ' o 'ITON SWT H t OOR VOLUME WATER SHUT OFF LEVEL "" 4_—INLEt FROM RESIDENCE "ALARM ENCE" . ALLY OPLN C AAPMsI CRL CR2 PEIAT ,^,/^,,^, SOLENOID VALVE --.------------ �2590 GAL. a WATERTIGHT SLEEVE AND SEAL OYP.L V YV TAILCLOSE (WATEfl SUPPLY SHUT OFF) GAL. - SEE NOTE T-5 NORMALLYOPENCOMACI'Irv0) 8' ER 1 FORT MILLER PRECAST 50R VOLUME:HIGH TANK LEVEL SOLENOID UNE NORMALLY CLOSED CONTACT INC) SEPTIC TANK OR 4"SANITARY TEE EOUNALENT (TY, P.L -(TO PREVENT TRAPPING SEE NOTE T-1 OF SOUDS IN 4'LINE) 6 EXTENDED BASE FOR ANTI-FLOTATION rl HOLDING TANK CONTROL SCHEMATIC PROTECTION OR EOUNALENT TO BE PROVIDED WHEN GREATER ILE N Y THE OVERALL HEIGHT LI SCALE N.T.S. OF THE PRECAST CONCRETE TANK IS PLACED BELOW SEASONAL HIGH GROUND WATER. 12'MIN.COARSE GRANULAR MATERUL ATOP FIRM FRATNE FOUNDATION % %/i\//%\�/%\/%\\/�\\//\//\\//\//\ 1 HOLDING TANK D1 NOT FOR CONSTRUCTION 05/02/2022 UCE APPREV.(ADID REDUCED H NO CHANGE THIS SHEE 04/20/2D22 A H U W A N VARIANCE APPROVAL DATE REV# ISSUED/REVISIONS p,A�OF NEI.).YO CONSTRUCTION DETAILS_ D1 s,A,y9 9� REPLACEMENT ON-SITE WASTEWATER SYSTEM PETRONELLE&GARY SAMPSON 54 RUSSELL HA HIS ROAD ` QUEENSBURY,NEW YORK 6 JARRET"T Engineers,PLLC H,ThThIOMAS JARgEFf Civi(�EnviFonmenYa(Engincenng P.E.#575W 12 EAST WASHINGTON STREET GLENS FALLS,N.Y. PHONE:(518)]92-290] k o, APRIL 2022 PRO#21-051 SHEET:4 OF ASEBxEEi'?2 uxuswLvasculrMervr wnlxul,Lz/rva1xuc11ury rvutrs: sHo:o euo,deaPEdolculAR ESC,4 'DF"IS "•"""""' TO DIRECGION OG GLOW TAKE PACE DISTURBANCE IS DEFINED IN DISRUVTION OF ESTABLISHED GROUND COVER/SOIL,AND NO LAND DISTURBANCE SHALT 11 COMPCEPEPMNIINGAUTHORITIES REGARDING CONSTRUCTION START DATE,AND ENGINEERTO SCHEDULER itE FABRI<MEETING 11111R1"RO TAKE PIUMNSSHWNON UNLESS GRAWSIONS ARE LIT PEACE TOCONTOLHE EROSION ANO SEDIMENTATION.LAND DISTURBANCE SHALL NOT PRE-CONSTRUCTION MEETING,PRIOR T05TART OF CONSTRUCTION. NYSSSESC"GHOGYNON.S HAROWtlODPO5T5 UV NWIREFENCE E%CE DA MITSSHO OF CONSTRUCT ION WRHOFINAL GOVALBIOZZ PERM ALEARTHTHORItt. W E OF Y I TE (MAIN,I4 GASH 9PAC LED TO 21 EROSION&SFOIPAENT COMROLTO BE INS'iAlLED PRIOR TO ANY OTHER COTUSTRURiOx, �aFLOW 34(MA%)iYPI(E ON gEIN 1NG) ESC�1Oa&5Et1GtMENTATIONN IN ACCORDANCE FWITH PflOVISI0N5 HOWN ON TNfSfPWN3 ANADTHECNEWRYOIRK SfATEREVENT fDRCfDSILTFENCE ITAGADS ANDSPECIT RUxS FOa EROSION AND SEDIMENT CONTROL'HPOSSE5CE ISSUED BY THE NVSDEC,LATEST ENTIOG 3)NYSDECRT BOOK PERSONNEL IN ER0510NArvO5fDIMENi CONTROL SHALL INSPECT SITE DAILY AND MAINTAIN TYPICAL DANCF TO THE NYSSSESC EROSION CONTROL OPTIONS INCLUDE At GRADE LOG/Rk'VORI'BOOK. TIE POINFS DISTU0.8EDVAgEAAN6SCED(TEMPORARY OpCPERMANE'NT)IMMEDIATELY AFTER CURRENT WORK IS COMPLETED OR TEMPORARILY (NEW YORK STANDARDS AND SPECIFICATION FOR EROSION AND SEDIMENT COMOL"BLUEBOOK"CAN BE F'OUN D AT; HARD SURFACE .SUSPENDED,B)MULCN WITH ST BARK MUCH,STONE,FTC.,Q APPLY EROSION CONTROL MATTING,OR U)OTHER,AS ROPOwaw.Be VBo/c8emrc.U.LSELM _ APPROVED. WIPE H] 1221OPOSTS& ILIfROM DAYI OFCONSTRUCNON G.R.FINAL SITE STABILIZATION,SEDIMENT CONTROL.MEASURE55HALL BE MAINTAINED IN OTHER ENVIRONMENTAL CONTROLS, SAND BAGS FAaaKTO FENCE ovHLATrvE C0 HINDU UNTR VFRMANNT STTE STIPL12ATION IS COMPLETE AND PERMANENT GFDUNO COVER ESYA PHEO ASIDEFINED BY NYSDEC STANDARDS. ].)PR ON IN ACCORDANCE WITH NYSDEC STORMWATER DESIGN MANUAL AND NYS EROSION IS SEDIMENT CONTROL GUIOLINES("BLUE ROOM');IAIESI'EDITION STAKES ESC 5)FOR NICLUCTS IN THE LAKE GEORGE BASIN: COMPOST 2.TEMPORARY FUELTANXSSHAOSE PROVIOEDWITH SECONDARYCU—NMENT EOUALTO 100SOFTANKCONI'ENTS; FILTER SOCK �IACEDATSG ESC6PI WITHIN 500 FEET OE DTHEiHHE EAHIGHRTHEN MATERIALS,WATER OFAWHINNY KEE,OND,,NRIER,,REFF AY eR WELIANO,NO LAND AREA, N LINES SHALL BE COVERED INWOODCHIPS,ABSORBENT MATTING,OR OTHER APPROVED AK SPACING f1AROWOOD VOST GRGOWDING VEG[TA WN FORIM EMADF OR LEFT DEVOID OF O11 THAN 34 HOURS WITHOUT A PROTECTIVE COVERING SECURELY PLACED OVER THE ENTIRE AREA PBSOReENi WATER ALS. AND/OR EROSIONiCON1ROL DEVICES PROPERLY INSTALLED TO PR ENTERING THE WATER BODY. 1,-0„ gCCEVTABLE PAOTECTIV[COVERINGS INCLUDE NATURAL MULCH OF A DEPTH OF TWO INCHES,ROCK RIP RAP,NONDEGRADABLE FLO NA r WOVENWIREFENCE �14 MATERIALS SUCH AS PLASTIC OR CA`_CIVERINGS,AND IMPERVIOUS STRUCTURES. S ET W�I GL'� MN i FLOW 1'-1" C FLOW ,ROCK Eft-SBA)IN AREAS WHERE-1 DISTURBANCE'. PATTY HAS BEEN TEMPORARILY OR PERMANENTLY CEASED,TEMPORPRY AND/OR M NENTSOLL STABILIZATION MEASURES SHAH BE INSTALLED AND/ORIMPLEMENTFU WITHIN SEVEN(2)DAYS FRbM'ME DATE EXISTING '3�"(MIN)OPAIN0. N THE SOIL DISTURBANCE ARYVIiY CEASED,THE SOIL STABILIZATION MEASURES SELECTED SHALL RE IN CONFORMANCE WNH THE /(�CONTOURS GE.C.1IE FABRIC B IF REQUIRED) MOST CURRENT VERSION OF THE TECHNICAL STANDARDS,rv1W YORE STANDAa05 AND 11101IGAT10N5 FOR EROSION AND // GEDTEMILf FABRIC SEDIMENT<ONTPOt,ANDIN THE 1.GEORGE BASIN SNALL BE IN ACCORDANCE'WI'FVI IGPC REGUUITON 646-0.35(C). +BUTTOGETNER, SM WIT TRENCH ES-SC GROUND CLEARING OR GRADING AOIVENES WHICH OCCUN DURING THE PERIOD OCTOBER I5TH TO APRIL ITH,DURING BALES y W RN COMPACTED BACKED. 1'4" WHICH)GERMINATION Of VEGETATION TYPICALLY WILL NOT TAKE PLACE,SHALL BE REQUIRED TO INGOPPOMTE EMRA MEASURES NG RE VEGETATION IN ORDER TO REDUCE EROSION AND MAINTAIN WATER QDALITY,THESE PLENTY MEASURES INCLUDE,BUT GEOTEXi1LEFA8RICWPAPAEO '"' . e ARE NOT LIMI'1'ED'TO,THE USE OF SCREEN MESH,NETTING,E%TPA MULCH,AND SILTATION FENCES, AROUND HAY BALES,A55HOWPi A00VE " Op� 1 NOTES: ESC6)ALL CONSTRUCTION ACTIVITY SHALL STOP IF EROSION ANIUOA 5E01MEMATON 15 EVIDENT,INCLUDING IF IN PUKE TAKESOR CONTROLS ARE DAMAGED OR DESTROYED OR ARE INADEQUATE.CONSTRUCTION ATIVITY SHALL NOT RESUME UNTIL SUCH TIME GBWx2 HAgDWWNH BALE;25TAKF5 1)THIS DETAIL ISAPPUCABLE TO SHEET FLOW DRAINAGE ON A TEMPORARY OR LACE TO PREVENT iUPTHER ENVIRONMENigt IMPACT AND UNTIL SUCH TIME AS THE PRI00.1MPACI IS PER DATELPEQURIED,ONE VERTICAL,ONE ANGLED _ SEMIPERMANENT BASIS(1 YEAR MAXIMUM)FOR EROSION CONTROL REMEOIATED. EINP 4°MIN 2WOODEN IF COMPOST TER 2)SILT FENCE SHALL BE PLACE D ON SLOPE CONTOURS TO MAKWIDE PONDING EFFICIENCY. SOH DETAILS SHOWN ON TH15 DRAWING ARE ONLY EXAMPLES OF APPLICABLE EROSION AND SEDIMENT CONTROL SYSTEMS; CEO SOCK— 3) 3)ALL MATERIALS AND INSTALLATION SPECIFLCATIONS SHALL BE AS FOUND IN THE LATEST CONT 4CTOq iO DETERMINE"BEST MPNAGEMFNi PNARICF(5)"AND SUBMITT00WNER/ENGINEER FUR APPNOVAL 8"MIN(ttP.{ NYSSSESC VSSSESC. OVERLAP STAKE 1B D.c VERSION OF THEN EAR'f11WORK Rc TUFF ESTABLISHMENTORIGINAL EN 411NSPECT AND REPAIR FENCE AFTER EACN STORM EVEMANb REMOVESEUIMFNTAS NEEDED; ET-1)AIt DISTURBED SNALL BE PESFOPED TO ORIGINAL CONDITION UNLESS OTHERWISE DIRECTED ON THESE PLANS OR BY 9"(MA%.)RECOMMENDFOS AMEHEIGNT. OWNER FOR AREAS OFNSITSE THAT HAVE SEEN VEHICULAR TRAFFIC,5—RESTORATION TO BE AS FOLLOWS:.SOILS RESTORATION BF,DUING DETAIL REQUIREMENTS AS DEFINED IN CHAPTER 5.1.6OF"NEW VORK STATE STORMWATER DESIGN MANUAL";APPLICATION OF 3"OF 1 COMPOST FILTER SOCKS WILL BE PIAC'ED ON THE CONTOUR WITH BOTH TERMINAL ENDS OF THE SDK s)REMOVt'D SEbIMENTSHALLBEDEPOSITED LOAN ARGOPT WILL NOT CONTRIBUTE COMPOST,TRUNG COMPOST INTO SUB SOIL A MINIMUM DEPTH Of]Z".APPLICATION OF TOPStlIt TOADfVTHOF 6".VEGETATE NOTES: E ENDEDBFEEi UP SLOPE ATA45 DEGREE ANGLE TO PREVENT BYPASS GLOW. SDIMEMOfF SITE ANUCAN B[V[RMANENTLY STABILIZED. AS REQUIRED PER FAR DSCAPMG PLAN,IF APPUGBLE,OR ATTHEDIRECtION OTOWNES, 1)THESE DETAILS ARE APPUCABLETO SHEETFLOW DRAINAGE On DISTURBED SOILS,HAY DALE µF51AMETERS DESIGNED FOR USf'SHALl BE 12"32'EXFFITPA'IB"DIAM.IRSOCKSMAYBE 1—OR 6)DETAIL SHOWN I5 EQUIVALENT TO A"REINFORCED"SILT FENCE.REFERENCES MADE TO FT-2)TOPSOII,PLANT/SEED,AND MULCH NSI'URRID AREAS TO ESTABLISH PERMANENT VEGETATIVE GROWTH FIASS OR OTHER DIKES ARE NOT SUITABLE FOR STREAM CHANNELS, LIT LL0T5 TO CONTROL AREAS Lf55 THAN 25ACRES "STANDARD"AND"SUPER"SILT FENCE,SEE NYSSSESC NATIVE NATURALIZED GROUNDCOVERS);CONTACT OWNER AND/OR LOCAL 501L CONSERVATION SERVICE FDA RECOMMENDED 2)HAY BALE DIKES MAY BE USED FOR TEMPORARY NOS DAYS MANIVOW)ERD51ON CONTROL 3.o COMPOSI'SOKSSHALL BE ANCNOREDIN EARTH WNH 2"%2"WOODENSTANES ORIVEN32"IMOTNE MATERIALS AID APPLICATION, S BOATD FOOT CENTERS ON THE CENTEBIiNE OF THE SOCK. SILT FENCE ET.3)CONTRACTOR TO PROTECT E.XISTIN—RUCTURES9 PERSONAL PROPERTY DURING WORK.WHERE PETTE IRS,AUDI LAM TSE MAXIMUM SLOPE LENGTH ABOVE ACOMPOST FILTER SOCK SHALL NOT EXCEED THE FOLLOWING X CLES AND COMP FIT ALL WORK OUTSIDE OF ROOT ZONES OF MAIOR TREES AND AROUND OTHER FEATURES,AS PRA NGAL STRAW BALE DIKE NDAS DIRGLUDBYOW'NEN, T<I ND RINGORGRUBSINGDEYONDIHECLEARINGLIMITSIABELEDSHALLOCCURUNLESSAPPROVEDIN AO VANCE BY 0i ER --------- ENGINEER AND PEAMITGNG AUTHORNYREN. svnttx zx5- t_-vm S vx -x5o xvz 4 -ss_.....v=............................... DITCH ZATION ,. �s } AGAN u x'is xsR a_ x-o--ss-_-_a_--___- OP MORE AGGRESSIVE TREATMENTS MAY BE NECESSARY DEPENDING ON SITE CONDITIONS) NAL A �� s I0`�4'MIN. ' vW """i'W""--'-- NECJSAR�E PROIVIDED TOOF ERALTEPrvANESFUR5tAB1U[Ai10N,A ADRIO fs (GUIDELI 3B 1 ---............................?................ CONSTRUCTION SPECIFICATIONS 05-1)0 AGE: SEED &MULCH �FLO'N INGTH FEET CONSTR cATLON ENTRANCE SP -__ o r4'MIN. '1 LIGHTRIPPAPITYP.) NCOMPOSTFILTERSOCK A)STONESIZE-USERSORRY(VI)STONE OPRURREE (Ex'NORrDh`aSrnEalaNGRGEEEENMODELORTSDRAPPROVVEDeaurvALENT) NON WOVEN GEOTE%HLE FABRIC BITHICKNESS HOT tf55THAN 6". D5 3)10-TSIS SEED&MULCH W/TEMPORARY OR PERMANENT EROSION CONTROL MATTING jiloCS 2)EIN.— IE%.NORTH AMERICAN GREEN MODEL:C350 OR APPROVED EQUIVALENT) CURUSNONSTRUCIED USING A)SINGLE RESIDENCf IIOT EMSPARNCf LENGTH=DAL EREWMMEND 030'MINE050'MIN. D54)1556f:SEED&MULCH W/PERMANENT ERD5ION CONTROL MATTING ORIGINALGRADE PED STONE AND LIGHT LENGItl: B) (fX.NUpiH AMERICAN GREEN MODEL:PSSOOR APPROVED EQUIVALENT) NOTES: PIP RA BE NOTI' CS R)MOTH: pR OTHER APPROVED MEASURES(STONE CHECK DAMSAND/ORRIPRAPPEDCHANNE) (SEE NOTES) A)1ECOMMENDE012'MIN.WIOTN WITVI SEPARATE ENTRANCE&E%ITS TOSLTE I)THI5 UKTURE ISSUITABIE FOR EROSION CONTROL OF SHEET FLOW DRAINAGE ON MODERATE SLOPES,OR AS CHECK 8)RECOMMENDED ZIP MIN WIDTH Wf;HCOMBINED ENTRANCE IS E%ITSTOSITE SLOPESTABIL17ATION GUIDELINES DAM SEDIMENT TRAP INA DRAINAGE DITCH;IF USED ASA CHECK DAM,PROVIDE CAERFLOWCAPABILUCC IGUIDELINES ARE PP FOR STABILIZATION,nS NEEDED;ADDITIONAL 2)"A"TO BE 2OR GREATER FOR TEMPORARY DIKES AND 2.5 OR GREATER FOR PERMANENT EARTH DIKES. WMIN. Gwl GECYTEXTI OR MORE AGGRESSIVE TREATMENTS MAY BE NECIESEARV DEPENDING ON SITE CONDITIONS) BI NpT 11 REQUIRED ON A51NGLfiFAMILY RESIDENCE O GNG STONE. 5531025%:SEED&MULCH 31"B'iO BE HEIGHT SHOWN ON PLAN OR EQUAL TO HEIGHT OF ADJOINING GROUND tlR MAXIMUM IS"NIGH, CI FABRIC SPECIFICATIONS: 4)SEDIMENT TO BE REMOVED WHEN 25-A OF THE NMI FUNCTIONAL VOLUME HAS BEEN LOST. LIGHT DUTY ROAD-MIRAFI 1GLA OR APPOVED EQUIVALENT 582125RRGV;5EED&MULCH W/TEMPORARY EROSION CONTROL MATTING HEAVY DUTY ROAR=MBWFI GFOX OR APPROVED EQUIVALENT (EX.NORTH AMERICAN GREEN MODEL:5Z58N OR APPROVED EQUIVALENT) 55)DIKES TO BE REMOVED AND AREAS STPOIUZED WITH AN APPROPRIATE VEGETATION THAT MATCHES SURROUNDING " CR AREAS AND MULCHED TO PREVENT EROSION, QriIDT11:12'_24' Cc51 BUFiFAce,LVA IS 1)33-SO%:SEED&MULCH W/TEMPOMAYOR PERMANENT EROSION CONTROL MATTING ON (SEE NOTE) ALLSURiACF WATERFLOWING9RDIVFRTEDTOWARO CONSTRUCTION ENTMNCE SHaILBEPiPEDeENEAIH SLOPES iNA,CONA.NCREAR P1NG 151MPAACIICPL,A MOUNTABLE BERM WITH 1:1 SOPE5 MAY 11 CONSTIN111 (EX.NORTH AMERICAN GREEN MODEL 51508N O0.APPROVED EQUIVALENT) C5 61 MAINTENANCE: 55-0)56,11SG SEED&MULCH W/III MANENI'EROSION CONEOL MATTING ON SLOPES THE ENTMN<ESNAIL BE MAINTAINER INA CONDITION WHICH WILL PREVENT TRACKING OR ROWING OF (E%.NORTH AMERICAN GREEN MODEL SCi508N ON APPROVED EQUIVALENT) STONE EARTH DIKE SEDIMENT THE PURL1C RIGHTS Of Vq 1115 MAY REWIRE NVOONCYOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR ANp/O0.CLEANING OF ANY MEASURES USED TO TRAP SEDIMENT.ALL5EDIMENT SS5)INSFI.:CONTALTENGINEFR FORGUIDANCE. SPIILED,DROPPED,WASHED OR DEPOSITED ONTO PUBLIC RIGHTS OFF-VOW MUST BE REMOVED IMMEDIATELY, ICTT FACTOR MAY USE THE DETAIL SHOWN ABOVE FORSEOIMENT CONTROL FOR CONCENTRATED FLOWS)ICONTPACDIX MAY REfERTO NEW YORKSTANUAROSAND SPEGHCATION FUA EROSION AND SEDIMENT CONTROL E AREA CY>INASV_ CANED T00.EMOVE SEDIMENT PRIU0.i0 ENTgANCEOMO PUBLIC AGUES-OF-WAY. BLUE K"FOR OTHER METHODS Of EROSION AND SEDIMENt CONTROL TO BE COVERED WIIH AGGREGATE ICONTARGS'FOR RPPORTOODS OF ROSIN AND 5) ') (SEE NOTES) WHENWASHNG TEL RECTI RED TSHALLSE DONE ONANAREACIF STABILIZEDSTONEANDWHICH DRAINS INTOAH APPROVED SEDIMENT TRAPPING WA SCE. UMOIDFGCIOLNCINENTRANCEASREQUIREDTOPREVENTTRACKING CY_N NOPECTIoN: �koPNewr ENVIRONMENTAL CONTROLS EC1 vRUR PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDE'U AFTER EACH BAN R' 3Jq Oq_ q`F REPLACEMENT ON-SITE WASTEWATER SYSTEM CONSTRUCTION ENTRANCE PETRONELLE&GARY SAMPSON 54 RUSSELL HARRIS ROAD QUEENSBURY,NEW YORK O 5�5EN d> y SEDIMENT CONTROL BARRIER(SHEET FLOW) _ NOT FOR CONSTRUCTION sP� JARRETT Engineers, PLLC !` SCALE:N.T.S. SHEET FLOW BARRIER DEVICE SYMBOL: xxxxxxxxxxxxxxxxxxxxxxxxx%xxxx e (CONTPTYCfOR MAx uSF ANx OG DETNIS SHOWN aaovE FOR SEOIMFNi CONTROL OF SHEET FLOW ONLYI H.TFIOMAS"FRER Civil lE T:nvirOGlmenlNl Ertryine nng (cprvTPACTOR MAYBE ER TO NEWYORK STANDARDS AND SPECIFICATION FOR EROSION AND SEDIMENT CONTROL P.E.#5%509 12 FAST WASHINGTON STREET GLENS FALLS,N.V. "BLUE BOOR"FOR OTHER METHODS OF EROSION AND SEDIMENT CON—L(CONTACT ENGINEER PRIOR TO MAKING SUBSTITUTIONS) OS/02/2022 NO CHANGE THIS SHEE" + AILEPOPTCALLI PHONE:III)J92-290Z 04/20Y202 .1 DMISSABJETIF.S.I.I.161.11 ARE 2 1 /A\ I VARIANCE APPROVAL APRIL2D22 PRO#2 E11 SHEE7:5 OF DATE REV#I ISSUED/REVISIONS ED/HENKE0.EMPATT 11.BA AM