Loading...
1.02 1.2 WASTEWATER-SEWER\Set PH\Bennett—Holding Tank Smaller Than Required&Setback to Line—In APA—2-12-2024 RESOLUTION SETTING PUBLIC HEARING ON SEWAGE DISPOSAL VARIANCE APPLICATION OF DAUREEN AND DAN BENNETT RESOLUTION NO.: 92024 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, Daureen and Dan Bennett(Applicants)have applied to the Local Board of Health for a variance from Chapter 136, §136-11 which requires applicants to obtain a variance for a holding tank and a variance from §136-11A as the Applicants wish to install a 2,000 gallon capacity holding tank in lieu of the required 3,000 gallon capacity holding tank on property located at 88 Seelye Road in the Town of Queensbury, and WHEREAS, the Applicants have applied for an additional variance from Chapter 136 to allow placement of such holding tank 6'± from the property line in lieu of the required 10' setback on such property, NOW, THEREFORE, BE IT RESOLVED, that the Town of Queensbury Local Board of Health will hold a public hearing on Monday, February 26th, 2024 at 7:00 p.m. at the Queensbury Activities Center, 742 Bay Road, Queensbury, to consider Daureen and Dan Bennett's sewage disposal variance application concerning property located at 88 Seelye Road in the Town of Queensbury and bearing Tax Map No.: 227.17-2- 15 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 12t'day of February, 2024,by the following vote: AYES NOES ABSENT: i r1nvoic0ft'_ SEPTIC VARIANCE APPLICATION Town or(b!crn rx 742 Bay Road, Queensbury, NY 12804 Approvals: P: 518-761-8256 wvrw gueensbun net Submittal : 1 (one) original & 8 copies of the completed application y , may N s PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN E L rr Section 1: �~ Q na Contact Information: Property Owner(s): Daureen and Dan Bennett Owner's Agent: RU Holmes E �An s, PLL Address: 35 Burgoyne Ave . Address: 12 E - Washington St. Lake George, NY 12845 Glens Falls, NY 12801 Phone #: 518-744-8128 Phone #: 518-792-2907 Email- dbennett13 agnycap .rr.com Email : tlarrett@ruhengineers.com Section 2•, Site Information:. Site Address: 88 Seelye Rd . Tax ID#: 227 . 17-2-15 _ Directions to Site: Section 3: Distance from well on property to septic system (if applicable) yBter 4supplicd h,,,�feet Section 4 Is it possible to install a conforming septic system on this property? ❑ Yes 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? *Yes ❑ No If No, please explain: Section 6 Is the proposed system to be installed under a sparking area? ❑ Yes QQ No Section 7: Section of the Sanitary Sewage 0rdIInance from which you are seeking the variance (i.e, leaching system will be 89 ft. from well in lieu of required 100 ft-): See Sheet WW1 in drawing package Revised December 2021 Septic Variance Application 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 Thomas Ziehnert Address 86 Seelye Rd Tax Map 1D 227 . 17m2-17 South Name Katherine Standbridge Address 92 Seelye Rd Tax Map ID 227. 1 7-2-13 East Name Carleton Mahony Address 87 Seelye Rd Tax Map ID 227, 117- 1 -36 West Name Rowlandson Revocable trust Address 90 Seelye Rd Tax Map ID 227. `1 7-2- 14 Section 9• OWNER STATEMENT I/We do hereby relieve the Town of Queensbury from any liabilities on the plumbing and septic system located at: sa Seelye Rd. I/We realize that putting the well, septic tank or leaching system less than the required 1Do feet from the lake may increase the risk of pollution, Owner—Print Name: Maureen and Dan Bennett Owner—Signature stv q �y Date: .; l Section 10• NEIGHBOR OR TENANT RELEASE STATEMENT (if applicable) I/We do hereby relieve the Town of Queens bary from any liabilities on the plumbing and septic system Iocated 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: Neigh bor/Tena n t-Signatu re: Date: Septic Variance AppIkat[on Revised December 2021 PLEASE A7'fACH T14F r-OLLOWING 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 layout to 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: f / Prue i got flpM I � + Revised December 2021 Septic Variance Ap p1'r cati on x 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: Daureen and Dan Bennett Designates; RU Holmes Engineers, PLLC as agent regarding the Septic Variance for Site Address: 88 Seelye Rd Tax Map #: 222I. 17-2- 15 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; Daureen and Dan Bennett OWNER—SIGNATURE: &A ),4A.AeMW 4- L dM DATE: ► ila ,) AGENT— PRINT NAME: H . Thomas J rrett, RE , AGENT—SIGNATURE : DATE: 1 19.2024 Septic Variance Application Revised December 2021 KEATING, BENNETT & STANDRIDGE _ k REPLACEMENT HOLDING TANK 88 SEELYE RD. "f TOWN OF QUEENSBURY NEW PORK i j Sere LOCATION KE GFORG -- QG1aQaa ` U :A, W w K ,a, �" slrEEocar oN ^ay,}„ r✓`Ff' <AIA220,DAUREEN me Ne Bf ELYf IXpAD w • AX IDn 2Y1.1>2-IS ° C) 0 LOCATION PLAN Z c t POTABLE IVATER Z-z W c DISi RIBUi ON BOX Q Z (F0.0MLAKEGEO0.GEi �Q Qy i•� I 0.ES OFNCES SERVED S�} -_- O ABLE WATER RY LAKE IAI:E GEORGE -i_ � .W E E IST NG � Z Z LAKE sound PoiaBLF " WELL Zw�m wATEaL NES ITYPI �. TET2 o m w Lu ° z g z d o /P� dt��"0• " s ¢w L ( END: o w m ED LINE TYPE E E L 3 E%S GS UCi E/UB ECTS/UTLi ES Y SURVEYEGANDO ELDVER FED' ------- —---- �7• i� t if EX T 'STRUCTURE/OBIECTS/UT ti ES :'/ NOT VOR""y TATIONY OR REEItlENCE55ERVFG BY ESE FFLDDOCUMEN IOVER SOG'FRO 104D N6 TANK) \ r:}" d-"I �(� POSED STRUCTURES/pBIECtB/ Ui LTES; PR OPERTY LINE: ------�— SNpgfLINF/STREAM: ---- ---- —'-- -- — GRAPHIC SCALE COVER U 1 as SYMBOLSIABBREVIATIONS: SCALE;SEE GRAPwc su tf POFABEE WATER ._._................__..__.py:--____._._ RIFT FEEL} C."'SANITARYSEWER SA-G ---- PRESSURESaNtiARYSfWER ---SA-FM-- Pq0 N23.1 REVISION INDICATOa:® suBL.N ATOR TCUMErvi3HEE'I:'I OFS DIL .�,-% PLOI"FED:T [a 1"S e:0 TPa PONDINU-F:Q PERCOLA.iION.EST: PTi NONDICATOR:a AQ�OjV XO�ON'f NOTE REFERENCE TAG: NOTE ' e�Q• C, pFCIRMFWING E } UETAILp O �? DETAIL Rf FFRENCF TAG: �SfE GRAWINGK FOR DETAIL uP ROFEe6w� FORFEIT U.EIOLMES,IT E..W,1enEalpN NOT FOR CONSTRUCTION °E,tl8uL2 SERION REFERENCE TAG E SEE DRAW NG.Y EUp SECfiOtJ '" '" E^' GCNCRAL N07 E5. E pJ '�ai I 8fr G1I AEPAL tMAGE TAKEN FROM GOOGLE EARTH HATED:MAY 121H 2O18,NOT AN ACTUAL W ILVEY { �FJ 5. Ali ✓ ' 74f41{fr L I�'r r �l G2)CON TRACTOR TO LOCATE EXISTING UTIi ES PRIOR TO CONSTRUCTION;CONTACT DIG SAFELY ,yy�r f�A A ,4h H 'Aff rf f NEWYORRN BW%2v961)AND RECORD FIE 4.VERIFY RULONG CONNECr CES',LOCATION AND E INITIATING M PRIOR TO Ni NG CONSTRUCTION::CONFLICTS OR DISCREPANCIES SMALL RE REPORTED 2 ` ) I7 , 4�r1 rr ' f,`�"t�Y p Qy j rTL'�;. MATE LOCATION tlF FROPERtt LINE TOT HE OWNER OR ENGINEER MEDATELY.NOTIFY ENGINEER MMEDATELv IT SITE CONDITIONS ARE w kaVl,�rN,.&,� NOT As INDICATED, tJ 4' L FISyl4 NP'2�F G3)E%Si NG STRUCTURES TOILE TAKEN OUT OF SERVICE SHALL RE REMOVED FROM THE SITE FOR )'� (l/yN�" D SPOSAL AT A PE BY IV ORABAN)NEU NCLACEANr1FtlED W'r1 NEaTMATERAl.AS y `f�1''nWr'ri'';ur t G'h.L'�yY/fii hfy .1,a ANTED,PRACT CAL,AN ICUT AS ORDERED BY OWNER 6' G-O)ALL SOURCES OF DOMESTIC WAMITAATE R ON THE P ROPERFY SHALL 6E PLUMED INTO THE .R.. Pa POSED WASTEWATER SYSTEM,CONTACT ENGINEER FOR GUIDANCE AS RECITURRE D. rf CC g alY .Y i I y L I ^ V fixlF�.. , p uP ytE . Q <V<Q "E Nwe � 'fir zs � i aseoauDMResmENCE ry;1 o u E owwGTANI.s L sTIN V � 108E REMOVED PPROx MATE LOEAnoN OF �,H ,'^!y� � Ya�;'y'6y QM1�, �� z ExiSi NG POYABLE WATERINE �iF ° /}�Ly(;f"� a � ISEASINUAL� .t Y, LL W n C7 Y Vl r DI B R OED u�p Q Z O Q wE—w� :W E E ovEo iNELGSOBE .,i J 4''� `, W��w O LN 0o To c oscsT weu r y Z o u CU 0 o EXISTING TRFE iO REMAIN * Y F r i6 GRAPHIC SCALE EXISTING 22 EXISTING CONDITIONS 16. CONDITIONS OCALEi SEE GRAPHIC SCALE 0 ANFEET' EX1 PRO R11 SHEET.2 OF 5 OnF'U-O OR NEW P6,L U.Hp(,yOF,F 0�•4 Y � ND.p tf2s v, e^RneessW'vHy` RO©ERT V.HOLM11ES,II P E.d 082C25 NOT FOR CONSTRUCTION GENERAL WASTEWATER NOTES GA CONSTRUCTION OSEEC,Nv PIPING, L—TAND,ANDLH STWN SHADAR N CONFORMANCE JL 71J s" I�ir2 �f;Ikl' fyil'!!i fly5f if ,�I �,I WIrrI APOPLCA¢tENrsOfC rvrsuevr.QFHEAtiH,aNDtoc. COUNTY/r STANDARDS,AS WEUAS UErnas rt`. (SPECS PNTHESE DOCUMENTS.CONFLICTS SHALL BE BROUGHTTO ENGINE FIX Arrfrvr ON rR Ok TO roHSTP.NCr ON. G-3NSTAUAi ON OF WATER$AVERFKTURE5 THROUGHOUT RESIDENCE REQURED IPOST199t1.NOKITCHEN CAR RACE GRINDERS,OIXSPAS(NOTTNBSARE TO BE CONNECTEOiOTHE WASTF\MATERUSPOSAI SYEiFM. F,! Y�aI.iN d Ij N,,. 1a, b l�¢f,I, 11!'v'1r,i"'IYJ F,.., �•, ITS POTABLE WATERLNES ARE ABOVE GROUND,EXCEPT FORTHE CONNERONTOTHE CAMP. y ! �✓ '1 Yf: %y'w. tl/.. 7L'� ++ P, G1 CONTACT OWNER REGARDING EXISTING BERRIED WAY RR AND WABTEWATERLNES r v f k Y Y PIPING P)AUGRAVITYSE E PMSPTT GSSNAL—PVC-260k35 OMPIANSI D3 HPD[ SPR0 PE DESIGN AILGHONSHAt1.BE TALLATCN',AN MAN IAS FACDNER'S E RANDBO0Y. ECO MENDATIONS O P-2)GIAVItTY EEECTS PIPE TPPING JOINTS TO BE BELL LA SPIGOT PUSH M TYPE,ASTM DESIGNED FOR USERCIV O P3)CRIAVTYSE\VERSHALLBENStA.LLEDATSTRAG$iT&COINT NUOUSSA OE¢ETWEENSIRUCTURESOM 'T = No CC ORHGH POM),UP LESS OTH E RWSE DROOM i1IREON OR BY ENGINEER.GRAVITY SEWER ftii �� M1rl';L �4t pY ,JI�i) (;uP I SHALLBE LAIN ATixEFOILU\NINGM NIMUMGRAUESUNlE550ixERW SE URECiED ON PLANS.RAW O r E'. @2%6.6"C++I%,SfrTL(DSEwAGE EFFUVENi1:4"ANU 6"@0.5°6.ALL SEWER SHALL BE O P1)COKE MAIN SHALL BE HOPE ASTM D2239 OR YM,10 RATING OR,PVC ASTM i, v I ✓ I' v D22a1 ACLPSI MRS RECOMMENDATIONS DA IONS LICR" AIN IT INSTAL ALPERPRESSURE UNED OR THRUST '3 f % P1✓X k'+) + `py„!` E�'+I'jUf ! NUfARURER ENTIOVERBIT FOR EMAIN AI MANE G S LIKE RESTRAINED OIXTHRUST MEixOU iO PREVENT MOVEMENT,FORCE MANTO HE PRESSURE TESTED BYANYSDf[APPROVED GG lu P y� yM l 1 I M Ft t% P'� JI" i)N�!' �f�' ✓ �� 5) E OHF'ILN E JOINED BY THE BUT I FUSIONPROCESS,AN6 NG n s 11A1A1110v MAIR. OPIRLIxIUEMITRO MARCH QV VT EG"bXNMDG FITTNGS MAY Ok OI5 ELD SO HOPE PIPING SHOULD NOT BE JOYN FOR APPu L WHERE E L L RrGS A OR SOME E OM AD CAL E SFE PIPE,RTBACDE CA f '� ¢� �h✓ ECHA CUCO GS A OF USED NO MECHANICALLY NEIi HDPEPFE.REfEft RO P� f Yra ! LCADMADS RECOMMENDATIONS MAR ) 'PP TUHE ILL NEDBYASOLVENi WILD PkOCESS OPOTNERAPPRDVEU MCTOp NA E PEMANUFACrURER SRECOMMENbAr ONS,MECHANICAL IOINT AD INN.FLANGES UNIONS,GROOVED COUPLERS.TRANSi ON FITTINGS,AND SOME MECHANICAL COUPLNG$MAYBE USED TO EC CALL CONNECT SOI iO PVC 14ACCORDANCEWTH RECOMMENDATIONS, MANUFACTURERS P Iin ER`ADPwSTDMMENUED¢v THE RNcnorvs BY SIHINGPM CUP 5Mo0Tx 0.4 (' ,^ F B 245E ES E CE V sa Cukv ASRFc uFAcruRER. a oR¢or�nL i€HacK raoM I A l�,✓f$ xq 1 d J "j 6T 0 ROE E 10 f ! +��4 6'jXy✓� y ' w GsuttoonG L O s s ,�j� VV cc¢ v 1 j�j I sa f��`i' s ✓' L('3 4d, 2d V� f >✓t1�w/` 4�7 00 � CY�v 2 PROPOSED4(I PVC GRAVITr SEWF AL ,: 6 O' Lv Di f 1uk. {' d 7 W L _L w IS 01 sewekc EAND ✓ )F'V.P++,i DESIGN INFORMATION Z 7 0: W E q / { nfsicrvt Z W a _ EC1 ENV RONME fA Ol5 A j Yk,„� �! P NEW YORK STAMDF E OF HEALTH W.Z Z N C5 TOWN OFO EL IT mU w W UNG ss1LH,COTEla— z`� o �� :BEoknoms LIQ TERnv u ¢ p d W E' LR� Y SYSIRCH!VAIN. DAYS DESIGN FLOW OR IVEU GAL,VVIPLIGIEVER IS GREATER Z z ! Y E E O E 2L L O 9 D 1 3 L. � Is`/ f N'{`h� ["��i„r`yll r ✓F'✓ 1`"/ i (O4DNGTNK nA PROVIDED i0 fHUGAL E TRESIDECTarvwuHoo GAE iorau rr(LOWWATER.sAVERFIXTURES TOBFINSTALLEDTHftOUGNOUi RESIDENCE) J� W ➢ 7rN �h 9 � �✓U� n _ GRAPHIC SCALE WASTEWATER n WASTEWATER 10' S' 10, 2H, SYSTEMS PLAN AM 3 SYSTEM PLAN ffGRAPLBEs�LE ,INEEE» WW 1 PROIl2S— _ SHEET.3 OF 5 QU M . WASTEWATER VARIANCES REESTED FRO THE TOWN OF QUEENSBURY I"D U. - 2GOPM E: 10 IN E SING I FD. 1 1)USE 0 AN OV OL IA TA RO AL IS, C tl E NSBU E DE SE ON ) FQ'D SF I BEAD 21 DO DING CAP GAt N(A 2 Al FOR (QVEENSBU ODEE1IONML1) RO 2EEO OOM ._.. .._. _.....I b 31 HORILLCINTALSETBACK FROM 0 GTAN LINE Iry 5D E zl _ .... _.-__.... __.. _— _. .._ __.__. — RORER C.HULMES,II P.E.N RF2C26 NOT FOR CONSTRUCTION1.111IPGAHTII�IS. 2 aM/coxiaoL Pnry BL wU " ENnosu..T.. DICTATED BY LOCATION (NEMA 1 N INDOOR WATERTIGHHi MANHOLE FRAME&COVEF; ,$s NEMAT%EJIT IITDOOR) SY0.ACUSE CASTINGS kT50300.'PplYtOY.' SER ETCOVERS AWAY COVER GRADE i0 DRA N AWnV FROM COVED NEMA6%IUNCTON BOX f GRACE TO DRAIN A\NAY +LJ5 FROM.CLUING innKS �2"„In,P) FINISHED GRADE HOLDING TANK ALARM SCHEDULE: o DIAGRAM LEOFAD � f•- 33tl VAC--------�{ WATERTIGHT IUNT(TYP.1 - LUAT1 rO-ON Nii NG E I bfl ALLY CLD ) O TANK LEVLL. �1. FOPENS F 5090 VOLUME U , -_.- 2NU PNIY SHUTOFF --- CRI—TOTa L CAPACITY INLET FROM RESIDENCE (NO) OLNN65NG L E 0 ` riLEVEL D ORMALLY OPEN) „F j FLOAT SWITCH(TYP.) WATERTIGHT SLEEVE AND SEAL(TYPT; FLOA 2 TAN Q CONTROL RELAY Ty. SEE NOTE 1 -5 CR 00clEVEL: FOIIT MILIFP HEAVY L OLUE .L Z ra. DUTYPRECAST T6094. ojt0-Nf) SHUTT 04F kEMLAY ? C PTIC TANK OR IST ATAR U ---- ALARM LIGHT YELLOW h N G3 HENIVALEN T,(TYP.); TAXI TOTAL CAPA[RV UFFLEV[LT ALARM LIGNi RED SEENOTE T-3 ]b"_ _ 4"UNRAItY TEE ) (TO PREVENT TRAPPING - -_ 6"E%TENDED BASE FOR ANTFFLOTATION OF SOLIDS IN A,LINE) TANK SNUi QQ BU[ZER PROTECTION OR EQUIVALENT TO BE PROVIDED CRT C82 OfF LEVEL - WHEN GREATER THAN v,III OVERALL.FMNI _ O E ECASi CONCRETE TAIM SPWCEC o BELO -CHAT HIGH GROUND WATER L CE NORMAL YOPEN.......... R SILfN PUS f SUITEP • 1 IM SILENCE gLVE(WATFR SUPPtT SifUT OFFI ta �Y FAIL ECLOSE 12-MINV ATOPP aM NATNVELFOUNUAT MATERON A. NORMALLY OPEN CONTACT INC) NwERLNE /\Y\/\�./ \/// / / NORMALLY CLOSED CONTACT INt) HOLDING TANK CONTROL SCHEMATIC O , \ J 3 HOLDING TANK {� c ITT D7 NT.S w oz Ir d of Y zr� voo L_ E o z L.,,Cfl G=rr -- m TANKS/STRUCTURES "T1)PRECAST STRUCTURES$HALL BE AS SUPPLIED BY FORT MILLER CO.,INC.Oa EQUIVALENT. W N ...... UNW OVER FORCE to d RIGID FMiN INSULATION MAIN ItHS ANTI; REFERENCES TO HEAVY DUTY REFER TO FORT MILLER CO.DESIGNS FOR N-20 TRAFFIC FIJU R .2"THiCY.RED OR DU 1G1IFTITTER; VCPGOV1 BU CUP/MUG LOADING.HOPE TANKS SHALL BE AS SUPPLIED BY INFILTRATOR WATERTECHNDLOGY,TLC.,OR ZO_ � u' WAR AD CTS ROERED DOCUMErvi LOCATION ON OHA(PROVIUk FLUSH CAP OTNEa APPROVED EQUIvaIENi. RECORD IN HAND SUREACEAREAS) TOPSOIL ~W O "' SEEDR MULCfI W W O BURv AS MUC. INISNED GRADE TO 'T�3)'TANKS/STRUCTURE51NSTALIED tN TRAFFIC AREAS SHALL BE NEAW DUTY CONSfRUCT{ON AS PRACTICAL SHE ER EXISTING (DESIGNED FOP(H 30)WHEEL LOADING). EXISTING GRADE "�[G\\NII"DE TA)THELOCAT'IONS OF ALL BUR FDSTRUCTURES SHALL BE DOCUMENTED EY INSTALLATIOROF XMIVE III. - � vr- W"Y PERMANENT MARK£R(5)OVE0.BURED COVERl5 ANUMEM1SUPEMENT TE' g PE0.MANf NT FFATURES AND SHOWN ON(RECORD)DRAWINGS(SEE EE HOE). _ I= PVC 4a'ELBOWS L T -'LaLG� - TA)AL AGAINST POSSIBLE TOBACCO USING HIGH GROUNOWNERETH G'EX Att bE AGAN ODOSS I ALTERNATIVE UMETHOD DUTY TANKS WITH DfD INTERNAL ED VAR ES PVC BASES,ON BY AN ALTE0.NAi vE METHOD APPROVED BY ENG tJEEN. 45''YES SOR PIPE N (SEE P ANS) T-5)TaNKS/STRUCFURES SHALL 0E'SEnMlES5 CONSTRUCT ON OR SHALL HAVE WATERTIGHT SEWAGE FORCE LL NS SHIFT BE 1 O Nis(ASFM C122)1.WAN PENETRAi ONS SHAIt BE KONN SEAL ON OT H ERw SE WATER BA<Kf¢L AROUND FORCEINSTALLEDTtl FULLY DRAIN GNi AS APPROVED BY ENG NEE A,TANKS AND RISERS TO HE TESTED WATERTIGHT BY CONSTRUCTION MAIN IVITit NATIVE SOIL BETWEEDRAINAGE PS NOTVMP PRACTICAL, FLOW METHOUAPPROVEDBYE4GNEEa(ENGwEFRTOWITNESS) DETAILS MIN' STONES ER DRA NAGE IS PRACi CAL _ TNAN3,OR CLEAN SAND PECA D INSULATION AND HEAT T6)CONTRACTOR TO INSTALL TANKS/STRUCTURESTO(RELATIVE)E—TICN55HOWN; TRACING;CONTACT ENGINEER DOCUPAENT ELEVATIONS OF EY.ISPERE FEATURES PRIOR TO MARL OF CONSTICOLIDIT D FOR GUOANCE --- i])SEPTIC TANKS SHALL HAVE AN NSF APPROVED OUTLET EFFLUENT E DESIGNED F THE 3 WASTEWATER CLEAN OUT Flow RATEFTYPE NTHESYSTEM FUPSERTCTA BE sEre EST c T Z SHALLOW PIPE INSTALLATION -----"' S -------- FTTERSHALL BE LOCATED ON THE OUTLET OF THEONLY,TR EAND PRD ---- --- --------- D1 STALE:N.i.S. COVER TO BE PNOVDED OVER LITTLE FOR MANTf Cf E E SHEET'.A OF D1 Ni S. MARKEflS SHALL BE PROVIDED OVERALL OTHER TANK OPENINGS UNLESS OTHERWISE D RECTED B{OWNER. 6',ED.0 Up NEYy r o xlx�ma�C ��AnoREsaMB HI,,.TT U.HOLMES,II PEN 0H2C2 NOT FOR CONSTRUCTION EROSION&SEDIMENT CONTROL CONSTRUCTION NOTES: 1AMISSCIDALUIT.Ell INS TOOID,PIRPMUSCULAT TO UARICTION.1 IMW 11111CF—I" EROSION EB SEDIMENT CONTROL� I)CLUNIBUIERAR TING AUTHOR t'ESIEGARDIN WNSTIUCTION5TART DATE,AND CI(INEERTO$CHEDULEA NEGUIXIIIIIARRIFLYING pUwOOD POSFS .............. 11 IA"I 11 AS"GP TTLOSTUM 1111111 SHED GICTIAll 111111 1111 'RE CONSTRUCTION OPENING,PRIOR 10 START OF CONSTRUCTON 111c TRAIRLI, DISTURBANCE SHALL TABLE PEACE UNLESS PROVISIONS ARE IN PEACE TO CONTROL EROSION ADD S BA BIAX)TYP I- - —MINTING.TIP.DISOURIMAII HCH IAIEPD ILL.—.11 FRAILIGG IRCBJI AllA.VAl 21 EROSION&SEDIMENT CONTROL TO BE INSTILLED PRIOR TO ANY OTHER CONSTRUCTION. - . 'o ED AIR, MICIII-Ill—NOUIRRID, �PC RE 3 SYSCESTRAIDED PERSONNEL 11 EROSION AND SEDIMENT CONTROL SHALL ISPECT SITE FAIREAND MAINTAIN ESC 2)FROM AVE I�)F CONSTRUCTION LIMIT FINAL SITE STABILITATON,ALL DARTHWORD SHAH.BE LOG/REPORT TYPICAL IFEMA,NUOI. FI_ I L PARDIURIACI PO,AH' CONTROUIDT VEIT MIGITCENS&SEDME DATION IN ACCORDANCE WITH PROVISIDOSCSISISOWNCONTEASf 11GIANA JJAG�FP�RV YORK IN TANDINDS AND SPECIFICATIONS MR - I I �NEW YORK STANDARDS AND SPECIFICATION FOR ERELLION AND SHHUGHT CONTROL BLUEBOOK CAAMDCATFAAAT: "O'�NAIAIINTAINIDI"GI CON B.' ILG/AP—AP,W'WI—AAER-A E­ SICLAIII LISTED WIRE fTNYTTSSCE,5�0�5155UW BY THE NYSDEC,LATEST EDIRCON,ALL PAR DEVIRS SPITE BE N OCYRIALLIC C 1 5 -1.MAXIMMF­[ OR PERVAGE III,ILOORGH CEUIA.L GBILIANS INCtUDEPA)GRAD DISTURBED AREA AID SEED HTEMPORA SANDBAGS I "R OTHER ENVIRONMENTAL CONTROLS MARIC 70 PENCE ANTECULYININT IMMINATDLY AFTER IURRE14T WORK COMPLETED OR]EMPORABILI SUSPENDED,A) �,4! STRAW,BABY,MOTIC STONE,ETC,C)APPLY EROSION CONTROL MATTING,OR D)OTHER,AS E-C )PROTECT SITE DURING CONSTRUCTION 114 AC CORDANCE WITH NYSDEC STORMVVYINED DESIGN MANUAL ADD LAYS APIMAVIG EROSION&SEDIME RE CONTROL PUBRA UPS('GLUE BOOK T LATEST I DIDON C WOODEN ITAR11 ERC 41 FROM BAY I OF CONSTRUCTION UNTIL FINAL SITE STABILIZATION,SEDIMENT W14TROL MEASURES CONTIELIT pI ­ ILL 1 INTAINED IN FULL OPERADIS CLANTATTION UNTIL PERMANENT MR STABILEEPTION 15 COMPLETE� AT I B.I SIT A a 11 2,I­P PARY FUEL TAILIS SICIA BE PROIPFED SI$T SECONDARY CONTAINMENT EQUAL TO I—OF TAN'OCTIFTEMS, 'FITIC SOCK MAS PACING STEEL.1 AND RE RMANENT GROUND COVER ESTABLISHED AS DEFINED BY ELACDC STANDARDS. X ALI T O NM`ATE�Rr U AELL�LINES SHALL L BE COVERED ,,COUPLES,ABSORBENT MATTING.01 OTHER APPROVED HARDWORLD POST F ESC 51 FOR PROJECTSINTHA 1—IMAGE BASIN, F,ll.OlA 11.11, � ESC IN�W­1500 BEST 05�THEM­HIGH MIER OF ARY KARL,TONG,RIVER,STREAM,OR WEILAND,NO WETION WIDE IINIA 0 FIND AREA,INCLUDING AREAS STOCKPILED�VPPU EARTHEN DIATERIALS,WHICH HAS SIIN IT AFIl MAY IT Sl OR MIT A"COMUz SHERT FLOW DRAINAGE T_ ALI LEFT DEVOIND OF LIAGNA WASEURTION FOR MORE THAN 24 HOURS WITH B COVERING SECSRELY PLACED OVER THE ENTIRE AREA AND/IVA EROSION CONTROL OEVCJB P INSTALLEDBUREAU, A 10 PREVENT Sf DIME SEES FROM ENTERIDIR THE MIER BODY ACCEPTABLE PROTECT11E COVERINGS IFIATIGG INCL DC NATURAL AUG HT OF A DEPTH OF TWO INCHES,ROCK RIP RAP,NON,DEGRADABLE MATERIALS SUCH 4 CONTOURS SICH PINK I PAPER: AS PLASTIC OR CANVAS TO—L LAGS,AID IMPERVIOUS STRUCIF ORES. I y4"('IN ISC 58)IN AREAS SAMME SIR,DISTHROPANCE ACTIVITY 14AS BEE"TEMPORARILY OR PERFULACTENTLI PLAY "1*1'1�1: AF DRACT ROCK To CO RALEST GETHER, BUTT IT PC 'IMPORLARY ANINALL PERMANENT SOIL STABILIZATION REABIRES SHALL BE INSTALLED AIC/OR IMPLEMENTED TIN OMPACTED BACKPILl ICAHMIDI IF, PON NO GAP WITHIN SEVEN(7)DAYS FROM DATE THE SILT DISTURBANCE ACNVVry LEASEO.THE FOR STRERSIA PICTS-11 FARMI NEASHATS SELECTED SHALL I,IN CONFORMANCE WITH THE MOST CURRENT VERSION OF THE TECHNICAL GCOIEFTILE FABRIC WRAPPED STANDARDS,NEWYORK STANDARDS AND SPECIFICATION ORFROSIO�A.DSEDtM[NICOI�7ROL,ANt),LATHE ED LAKE B I AROUND)III BALES,AS SHOWN ABOVE IT TP NOTES ECTRUE BASIN SHALLIC PLACCIRADVARCE WIFF LIGPIRA CHAT IONE46—SIC) F, AS HL V�FAF�AR 2 1 DWOOD STAKE OR RE BARS ESOTC GROUND CLEARING OR GRADING ACTIV DO_ 'LUSUWTM �),THlPDETAIARKAPP(ICAWHFM SPIEFT FLO"DRAINAGE ON ATMA DO USHC RATE,I BATES POLARY OR RUSS WHICH OCCUR DURING THE PUERTO 00 INS SILT FIT PER BALE REQUIRED,ONE VERTICAL,ONE ANGLED APRIL 15TH,DU ERMAN BASIS(IYEAR MAXIMUMI TORHALOSIONFLEASTRO ARNRPASVHT�ELEAEAMIAAN I VEGETATION TYPICALLY WILL NOT TAKE PLACE, BALE IT REQUIREDTO CIA IRA XTIA MEASURES DURING MVEGETATIOI 11 ORDER TO REDUCE EROSION AND 2)SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIIEZE PONCITUG EFFICIENCY rlANTAlNWArERQ ALITY THESE EXTRA MEASURES INCLUDE,BUT ARE NOT LIMITED TO THE USE OF ICAI. <+ESH,N _4 E'X2-WO DEN COMEDY,",',A SMA MULCH,ANDS LTAT ON FENCES A IRS P 'NERM _* IN A'VID, _A G" TAKES IIAIEC PLO F IT MIN,(11D) ITTO.C. 8)It MATERIALS AND INSTALLATION SPEC IFICATIONS SNALL F­FOUND IN TUE LATEST ESCH AT CONS TRUCTION ACTIVITY SHALL STOP ID EROSION ANTOORSMIM ENTAIL LON IS EVIDENT.INCALSO NYIIIEIC IF IN PLACE CONTROLS ARE STAMPAGED OR DESTROYED OR ARE INADEQUATE CONSTRUCTION ACTIVITY SETA'I'l' TOPIRLAR 1= FF, GB 4)INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT ANN REMOVE SEDIMENT AS AM RESUME UNTIL SUCH I IME AS CCN­AREA IENDPLACE TO PREVENT FURTHER ENVIRONMENTAL AlPPACT NEfPAO9(MAX)RECOMMENDED STORAGE HEIGHT NO UNTIL SUCH TIME AS THE PRIOR IMPACT 15 RE I I.E. BEDDING DETAII II OUTPOST FILTER SOCIAS WILL BE PLACED ON IN CONTOUR WRIT BOTH TERMINAL ENDS OF TILE SOCK 5)REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT I'LL NOT CONTAGOTE ISC I DETAILS SHOWN ON THIS DRAWING ARE ONLY EXAMPLES OF APPLICABLE EROSION AND SEDIMENT 0 EMENDED AFETT UP SLOPE ATA45 DEGREE ANGLE TO PREVENT SYPASLIHOWL SEDIMENT OFF SITE AND CAN BE PIPLAAKENTLY STABILIZED ENGINEER CONTRACTORTO DETERMINE"REST MANAGEMENT PR­Cf(5)'ADISLEMILT TOGYNIFTER/ NOTES: ADIRTAII 1)THESE RETAIRSARE APPLICABLE ON SHELF FICLOICAPAINAGE ON DISTURSERSOR',DAY BALE 1,,I"Il�A.IlAT�IITI,111.GNIDIA FIC ITTAIL11 �.CIIITIfAl.".IA.11.11OCKIMAYBIIIIIDI.R 'HCGRVALENTTOA NOMORGEL'SILT FENCE.REP ERE NCES MADE TO A C , C. I CONTROL AREAS LESS THAI 25ACRES, 6)DETAIL SHOWN 1, GIFTS AAR NOT SUITABLE ROARTROAM OTAINES HANDARY ADD"SUPER".SILT FENCE,SEE NYSSSESC EARTHWORK&TURF ESTABLISHMENT Z)PAY BALE DIKES MAY BE USED MR TEMPORARY(IN DAYS MAXIMUM)EROSION CONTROL, X I'WOOMN STAKES DRIVEN 12'INTO THE RE 1)ALL DISTURBED AREAS SHALL BE""'BID 0_0­­L CONDITION UNLESS ON—GE DIRECTED ON 5 ILA I I I So IDIIINIFULLYRATTO"UND 'OR AREAS OF SITE THATHAVE HEN VEHICULAR TRAFFIC,SOILS RESTORATION TO A I.-IIII-CLITHEITENTIMILICIII IN A M`IS SIR SILT FENCE ARIC110M.SOILS RESTORATION TOMPLA EFINEDIN CHAPTER 516 OF FUMVIORISTATE LIMY MAPIRMUM SLOPE LENGTH ABOVE ACOMPOLT FILTER SOCK STILL NOTEPLECD THE FOLLOWING "O�MMI[Rf)ESIGNMANHAL':APPLi�TIOIOF OF COMPOST,TILLING COMPOST INTO SUBSOIL A LIMITS MONTIMUM STRAW BALE DIKE PHIM12'.APPLICATIONOFTO S�ORETOO DEPTH OP 6,VOGETME AS REQUIRED PER LANDSCAPING RIAN,11 ADIUCAR-1, A AT THE IT "T"OWNER. -------------------------- IT XI J TOPSURUANINSE AL AID BURET DISTURBED AREAS TO ISTACTIM PERMANENT VEGETATIVE GROWTH P) xlLx""" ---- -------------- tG9ASSOROrHER�TIVE/NATUMLIZE�ROVIOCOVERS),CON UNCEP OWNER ANA/M LOCAL$OIE V. A IF CONSERVATION SERVICE FOR RtMMMEIDED ANE)APPLICA7tON BE,11,VLCORK.WHERE 11-W F F, IIP LIA A I, I I IT-SS)ISTENTRACTORI PROTECT EXISTING STRUCTURES&PERSONAL PROPERTY OUR EC Y VI ---IF IF VEHICLES AND COMPLETE ALL WORK OUTSIDE OF 10 1 ZON IS OF MEARLD TREES ADD A ROUTE r _--n 4CH; --III v, OF OF I 7EP CONSTRUCTION ENTRANCE SPECIFICATIONS AROUND OR FEATURES,AS PRACTICAL AND AS DIRECTED BY OWNER CHAD A r-A,ST.. ------ R` LENGTH 1.FEET A,d F� IS I)AcHROG"', ET I NO CLEARING CIA SMANIGE BEYOND THE IF EARING DRAITS LABELED SHALL OCCUR UNLESS APPROVED IN 2 SIZE USE 930R#4 IT-4')STONE OR RUBBLE AD�NCEBY�NGINEERIIDPERMIIIIGAMHORI�(IES), 5 LIGHT III III(IIIJ COMPOST FILTER SOCK l_._r_ l­)l L 8)THICKNESS.NOT LESS THAN 6'. Wf_ Lu WOVFN GTOTEXCURC FABRIC IS Cj— z-_.1.NON- i _ All-CALCOULUENCIALARDUSTRIAL N­HFIEN— KC`UFAC RECOMMENDED SO MIN, w E AN. INS CONSTRUCTED USING IB A SINGLE RESIDENCE LOT ENTRANCE LEARS—RECOMMENDED ITMIN GET LED OR1611ALGRADE CRUSHED STONE AND I IGHT IEUELL DITCH STABILIZATION GUIDELINES A — CD IS A) (OHIO ADD BY 1-111AIIII—I ES—ST FIL—PON,AS NEEDED,ADDITIONAL NOTES: 11 BAR (S30-501 ED a NOTES) Al"1,1="LDDIG�ll.1 WIDTH 11PARAIL ENTRANCE&EXITSO OR MORE AGGRESSIVZL'I'lA 'ANY lICIllAlI 11 HIT 1111IT11111 z_5 UP INTIOSSTRUIPH 115 SUITABLE FOR EROSION CONTROL OF SHE D It OW DRAINAGE ON MODERATE St OPT S.MAY A) -MIN I'M'WITH COMBINE DENTRANCE-XIETS TOIiJLN' A,I)A YETS SIT. ACEFEC�, OR'D MUL IT LE,m DAM SEDIMENT TRAP NA ISTEMEACE OFFICE;IF USED ASA CHECK DAM,PROVIDE OVERFLOW CAPABILITY. 2)I'M RE 2 OR GREATER FOR TEMPORARY DIKES AND 2.5 OR GREATER FOR PERMANENT EARTH DIKES. 6'TERI AjtT�O%F.­IDOVNR THE ENTIRE AREA PRIOR TO PLACING STONE, GBE)4AUC SEED EP NIOLCH M TEMPORARY EROSION CONTROL MATTING / (SEE NOTE) ES OF I OR A SINGLE GART11.111TEDIS PDT LEK NORTH AMERICAN GREEN MODEL,P300 OR APPROVED EQUIVAtENF) SSA A 3)-6-TO BE HEIGHT SHOWN ON PLAIN OR EQUAL TO 14EIGHT OF ADJOINING GROUND OR MAXIMUM AI ICU M EARN SPECIRATIONG. "TRUCK 'SEE NOTE, LI IN DUTY ROAD PARRIVI 10SOXCIPAPPROBED US)LO-&SEED&MULCOWMADPOREARLY OR PERMANENT RECUSIMI CONTROL MAJING _[7g] �2 1)SEDIMENT TO BE REMOVED WHEN ESTI OF TIE EIREB FUNCTIONAL VOLUME HAS RFEG­T. EQUIVALENT HEAWDUTYROAD-ARGARECLOX01APPROVED (EX NOTTEAMERICAN GREEN MODEL:COSOOR APPROVED EQUAGARED) ,)DIKESTOBE REMOVED AND AREAS STABILIZED WITH AN APPROPRIATE VEGETATION THAT MATCHES EQUIVALENT DS4 SUN ON AMILE,12-24- FEA SRI-PALLID W/PERMANENT LANCON CON FAIL MATTENG 90 A HE AREAS ADD MULCHED TO PREVENT EROSION (SEE NOW) NORTH AMERICAN GREEN MET HU P550 OR APPROVED ECAJ­BM) PILL IL===11 11 FOLVILLIM OCTURIFFICTICHI ENTRANCE OR COULDT APPROVED MEASURES(STOIC CHECK DAMS AND/OA RIP RAPPED CHANNEL) 'DO, US IlAll 11 PI 15 IMPRACTICAL,A MOUNTABLE BERM WITH AT SLOPES MAY BE CONSTRUCTED SLOPE STABILIZATION GUI DELI N ES =LCT PROVIDED TO OFFER ALTERNATIVES FORSTABRIDATION,AS NEEDS;ADDITIONAL ENVIRONMENTAL STONE/EARTH DIKE 11 RE AGGRESSIVE TFOATMEUCS MAY BE NECESSARY DEPENDING ON SITE CONDITIONS) CONTROLS TRACKING GTUI ENTRANCE lDAII=T.TAlNIlIX AIGNAMPTION WHICH WILL PTIVEN' A FLOWING Or SERAM US RIGHTS OF-WAY,THIS MAY REQUIRE I)"B".I IN&FMICII �CEF TRACTOR MAI USE THE DETAIL MILTABLY ABOVE FOR SEDIMENT CONTROL FOR CONCENTRATED FLOWS) PEEIOPRIPC 70P DRESSING 1171 ADDITIONAL STONE AS I CONDITIONS DEMAND ANTARIOAD NBIVGP t�OBBEEL ELL C I."'m,N. MINE AREA NC I A SS FIX, 3 ON—CMALMYSE EX TO NEW YORK STANDARDS AND SPECIFICATION FOR EROSION AND SEDIMENT CONTROL IMPTJ PACED OVER ITHRAINT$PIHM,DROPPED, EC FIND EIABBIG OF All MEASURES USFD TO TRAP SEETHE A:SEE D&MULCH W/TEMPORARY EROSION CONTROL HATTING BLUE NOWS'FOR OTHER METHODS OF EROSION AND SEDIMENT CON TROT us TO BE IMBED WHEN AGGREGNEE WASHED OR UP POSITED ONTO PUBLIC RIGHTS UP VVAYAM5`RBE REMOVED THELEDRAOILY EX NORTH AMERICAN GREEN MOVEL S-Al OR APPROVED ECIDLYIENT) (CoNTAUft4G'NEERPR[ORTOIAIIGSUB5IITVTIOISI ".) (SEE NOTES) IS 7)WAS111— SS 3)33 SON SEED&MULCH MTEMPORARY OR PERMANENT EROSION CAM FINE MATTING ON 1111 17 PROVIDE CONSTRUCTION ENTRANCE AS ACQUIRED _WII SHALL RE CLEANED TO BOADFASESE.HSTEN PRIOR TO ENTRANCE ONTO SEHOPTS N.,�T11 5 EEL,51 TO—SIDETRACKING ONTO HIGHWAY.. PUBLIC RIGHTS O—AY ITENIASLABIG SIEQCl 11,1TILIALI—MR—ADIRIA01 (X.POSTI AMERICAN GREEN MODEL S—SIN OR APPROVED OBUT-HENT) IMTED STABILIZED STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE SS A)SO IBAFFU SEED&MULCH VNIERMANENT EROSION CONTROL MATING ON SLOPES EXACHINATIERICALIFIGI—SCOM 11D5.EG.RAPPROVZD ECTOR."UH U NO CONSTRUCTION ENTRANCE RAIN PERIODIC INSPECTION AND NEEDED MAINTEPLAUCE STILL BE PROICRECAFER EACH SS.M IU­CONTACT ENGINEER FOR GUIDANCE, y SEDIMENT CONTROL BARRIER(SHEET IL.) --------------------------------------------------------------CJV SCALE ITS SEE'F FLOW BARRIER DEVICES IMSO, —......Xx_IR.........x...... TRACTOR MAY CIA AFTYII DETAILS IIA�ID"AIIIVI FORS SHEET 11 WIELLY) CLITRACT ED,AND IF'OR EROSION AND SEDIMENT CONTROL IF GLUE OTHER MEB DEAD,OF EROSION 110 SEDIMENT CONTROL(CONTACT LNG VEER PRIOR TO MAKING SUBMILUTIONSI RE A TSBAL26 NOT FOR CONSTRUCTION