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BOTH-000389-2016 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 Community Development-Building&Codes (518)761-8256 CERTIFICATE OF COMPLIANCE Permit Number: BOTH-000389-2016 Date Issued: Thursday,February 9, 2017 This is to certify that work requested to be done as shown by Permit Number BOTH-000389-2016 has been completed. Tax Map Number: 227.18-1-17 Location: 14 HICKOK PL Owner: Thomas Uncher Applicant: Thomas Uncher This structure may be occupied as a: Residential Septic System Alteration By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Compliance DOES NOT relieve the property owner of the responsibility for compliance with Site Plan, Variance,or other issues and conditions as a result of approvals by the Director of Building&Code Enforcement Planning Board or Zoning Board of Appeals. TOWN OF QUEENSBURY 742 Bay Road, Queensbury,NY 12804-5904 (518)761-8201 Community Development - Building & Codes (518) 761-8256 BUILDING PERMIT Permit Number: BOTH-000389-2016 Tax Map No: 227.18-1-17 Permission is hereby granted to: Thomas Uncher For property located at: 14 HICKOK PL In the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance Type of Construction Owner Name: Thomas Uncher Septic Disposal $0.00 Owner Address: 196 Lake AVE Total Value $0.00 Saratoga Springs,NY 12866 Contractor or Builder's Name/Address Electrical Inspection Agency Hutchins Engineering 169 Haviland RD Queensbury,NY 12804 Plans& Specifications Residential Septic System Alteration $ 40.00 PERMIT FEE PAID -THIS PERMIT EXPIRES: Thursday,June 22, 2017 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the Town of a ryj �lon4 J , 2016 SIGNED BY: for the Town of Queensbury. Director of Building&Code Enforcement SEPTIC DISPOSAL PERMIT Office Use Only DATE 6/22/16 Received Tax Map ID TAx MAP CD 227.18-1-17 Permit No. ff Permit Fee LocarroN OF.1NSrALLAr10N 14 HICKOK LAN-EPIApp, APPLICANT THOMAS UNCHER PHONE/E-MAIL (518)232-7013 ADDRESS 196 LAKE AVENUE SARATOGA SPRINGS,NY 12866 INSTALLER/BUILDER: TBD PHONEIE-PRAIL 111KI y jfi { ADDRESS: OWNER THOMAS UNCHER PHONE/E-MAIL (518)232-7013 Address 196 LAKE AVENUE SARATOGA SPRINGS,NY 12866 CONTACT PERSON FOR BUILDING&CODES CDMPLIAIYCP: HUTCHINS ENGINEERING pHONE (518)745-0307 RESIDENCE INFORMATION Year Built 77 of bedrooms X Gallons per bedroom =Total Daily Flaw 1980 or older Garbage grinder installed —Y —N 1981-1991 Spa or Hot Tub installed Y —N 1992-Present 2(DESIGN TO 4) 110 440 PARCEL IN jEORMATION Topography Flat rolling Steep slope 3-5 %slope Soil Nature ✓ Sand ✓ Loam Clay Other Groundwater At what depth? Bedrock/Impervious Material At what depth? 38° Domestic Water Supply LAKE SUPPLY Municipal _Well (if well, water supply from any septic system absorption is ft.) Percolation Test Bate: 3,15 per minute per inch(test to be completed by licensed engineering/architect) PROPOSED SYSTEM FOR NEW CONSTRUCTION Tank Size 1,250 gallons(minimum size 1,000 gallons, add 250 gallons to size for each garbage grinder or spa or hot tub) System Type Absorption field with 712 stone Total length ft.; Each trench x Seepage Pit with 713 stone How many: _; size Alternative System Bed or other type? 15'x35'ABSORPTION BED Holding Tank System Total required capacity? Tank size #of tanks Notes: 1) Alarm system&associated electrical work must be inspected by a Town approved electrical inspection agency;2) We will no longer allow systems to be covered until such time as an As-Built plan is received& approved. The installed system must match the septic system layout on file–no exceptions. DE LARATION: Any permit or approval granted which is based upon or is granted in reliance upon any material representation or failure to make a material fact or circumstance know b or on behalf of an applicant, shall be void. I have read the regulations and agree to abide bylbese and all r quirements of t f uei sbury Sanitary Sewage Disposal Ordinance. Print Name: Date: Signature: Date: Town of Ctueens ury Building&Codes Septic Disposal Permit July 2014 _;,' .�:.:. .. . . . . - -- - W- W M. , ': -11c,,F_. .���>rs a,tures C, '•�r�'�jk-': - 7 E`.. "k,.x .'t'.� w f- •.j e 37t 1ft ,�C J " - ` : `.kms iS k - d og :., . , I i - ... ., 4. "P,zks,..Ni•. ,,y, µa�Wli tk 4- 3 - .iii:, F >D 11 IRF .: - - £, 1 Y. - 991 14 1 I l -- / 9, It y9' 1 / 1 Y&il 4 �. _ _ .isi:,.i ..r.:a i, `� ...l... :.`:' '. �/ �� � any 61 �/" , , `: :; N — — - / �P r s^t e a w M . I h I •3 it r xgK - -- r 7,"T�,T I - re,r' z g ti,,, i i:. E F�fi 5 ; LANDs N/F of GARAGE SITE LOCATION STI ISABELLA GRANT , 1455/317 . ` EXISTING®O BE REM OVED Ic , "// , f/' LL IRF SYSTEM INSTALLATION NOTES !- CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING AND IN ACCORDANCE WITH THE N.Y.S. DEPARTMENT OF HEALTH - °28 31„E �,. __' � INDIVIDUAL HOUSEHOLD SYSTEMS AND ASTM F481 INSTALLATION_ OF .THERMOPLASTIC PIPE AND CORRUGATED TUBING IN HOUSE 1 N84 SEPTIC. TANK LEACH FIELDS. (WATER SUPPLY FROM g7' -'' .- LAKE GEORGE) , . i 207 �_ _ _ ' '� ! � i AFTER EXCAVATION OF 15'x35' ABSORPTION BED TO THE DEPTHS REQUIRED, THE WALLS AND FLOOR OF EACH ffr/// "" 10,P.L_ - -�r,, "'� RAL oo ABSORPTION BED SHALL BE CLEANED AND RAKED IN ORDER TO LOOSEN SMEARED AREAS OF SOIL. % ; \ . ___ �� IRS TP- ��-� e.- ---- SETBACK .,- SLOP f ✓ r. ' N85° 7' 16"E 1 7 g4' TP-6 ---'�" / TP-3 �� PLACEMENT OF CRUSHED STONE, PERFORATED PIPE AND FILTER FABRIC SHALL BE AS SHOWN, AND CARE SHALL BE _ [�OAThOUSE PROPI 'r .1,250 GALLON ° SEPTIC TANK �c�\ _____" ___ G�P,XJ0, � ___' � \ EXERCISED TO AVOID INCLUSION OF FINE GRAINED SOILS AND WASTE MATERIAL IN THE STONE AND PIPE. - - i r � j .a \ 1 - DOCK IRF � � . ..- --'�" PROP.DIST.Box �- a ,.::,.; m ` � — 1 S'(OR� �� / ---� AREA ,y :.__;, ,='l`,_s:1. � �! THE PIPE SHOULD BE LAID AT THE GRADES INDICATED, MAINTAINING STRAIGHT CONTINUOUS GRADES WITHOUT SAGS, . F RAMS r^ PROP,i i/2 SDtt-9 , - . a z 18,880± sq. ft. HDPEFORCEMAIN ;" r 4 m HUMPS, SEPARATED JOINTS, OR OTHER UNSUITABLE CONDITIONS. PIPE SHALL BE LAID WITH HOLES DOWN IN ALL CASES. sv g OD ® ->.• .,,<`-:, ®�-', Fo O IPF o W® USE 0.43± acres ! \ A;,;<. 7 . > r . 1Q,P, T P O ,:,; r. L, o-- ', a) °- �1T ' u `" `-" 991 ADDRESS: '� r' �P> �'`y4",4;=` `... _';` ---- SeTBACK ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL AND DIVERT SURFACE RUNOFF AWAY FROM THE DISPOSAL - z pR SE / s ?.'6,- ,.� ..,� 3 �' _/ . DESIGN O O `" ( s -"' 14 HICKOKLANE/ TP-5 ,<r ,. _...:` ..::::-E\ IRF' g,4, - z U 4 BR _ �- -� _,^ TOP OF FILL F3Gh,�OTO FIELD. `i' �� z O cn ; X 1[!1-�/ \ Ex25°r 1,®®®GALLON SEPTIC / TOE of FILL -�° F�< n t�t AL vN� r f' '� U EXISTING HOUSE ® TANK To BE PUMPED ✓' �o_ - z REMOVED r D NOT USE HEAVY EQUIPMENT WITHIN THE ABSORPTION AREA AFTER PIPING S BEEN INSTALLED. SEWER -J —` EXIST.GUY WIRE TO Z P F _ _ _ 0 N HE U O \.- ....... DOCS U 'ti's-- :V�OOD DECK 1'W�N—� -�' - BE RELocAT�D �" - �-- EXCAVATE TE ROCK LEDGERS NECESSARY THE WASTEWATER TREATMENT SYSTEM IS DESIGNED AND APPROVED BASED UPON THE INSTALLATION OF WATER SE7 BACK ---w 303,83 . ;. . — • — ALLOW 3'SEPARATION BETWEEN BOTTOM CONSERVING FIXTURES AND A DESIGN FLOW OF 110 GPD PER BEDROOM. THE SYSTEM IS NOT DESIGNED TO — , 18��W _. � . OF ABSORPTION BED AND BEDROCK �' PROP.1,000 GALLON "'-' S84.°38 ShED -� ✓ ACCOMMODATE EXTREME WATER USE FIXTURES, SUCH AS JACUZZI-.TYPE SPA TUBS OR WATER TREATMENT EQUIPMENT. PUMP STATION `Jh�D ^� -- - .0 �— r ` PROP.15'xs5'ABSORPTIONBED THE INSTALLATION OF NON-CONSERVING WATER FIXTURES OR EXTREME WATER USE FIXTURES IS CONTRARY TO THE ° _ . APPROVAL OF THIS WASTEWATER TREATMENT SYSTEM. S p �' EXCAVATE ROCK LEDGE i �. -"" �� `��pU �, IRF �x a,46' AS NECESSARY To ALLow �. ---- BOP Own OVER INSTALLATION OF TANKS I r--- ~`� ROOF, FOOTING, GARAGE, CELLAR AND SURFACE WATER DRAINAGE MUST BE EXCLUDED FROM THE WASTEWATER SYSTEM. - N BY 0.45' �- i - GRAVEL CONCRETE ```, CONSTRUCT DRAINAGE SWALE UPGRADE OF SYSTEM IN ORDER TO DIVERT SURFACE RUNOFF AROUND ABSORPTION FIELD. DRIVE 1 ,:... f.`"'...aq;1 0�'.s— -'icfCf '.,':-� �r- : -- -:r - ,///////I .--,.�'_..." - -- -- -- i.�- �.. .- -- `..., - -. .:.a-,--- e N _ _ - - - - , g ---....- -- ---.a... w .. % I HousE .-`- . - _._ ,: ..- � � �•�===SYSTEM MAT RIAL f�E �'F1" 1V5 "�u _ �..- - '1, ,(WATER SUPPLY FROM r CONCRETE OVER BY I . 12' LAKE GEORGE) ,,,,,////r%/a ABSORPTION BED AGGREGATE C LANDS N/F OF STONE 1 S TO BE 3/4 TO 1-1/2 WASHED CRUSHED STONE. A� I WNDREW & SUSAN CORONA I EFFLUENT SEWER PIPE - 0 CK 1084 272 PIPING TO BE 4" SDR-35 OR. SCH-40 PVC. INSTALL W1TH 1/8 PER FOOT MINIMUM SLOPE. p FILTER FABRICLr_ ' . f _ FILTER FABRIC TO BE 4.8 OZ/SY NON-WOVEN SEPARATION FABRIC, TENCATE MIRAFI 940N OR .EQUIVALENT. . GEORGE . . - � ,;;.i11 I FORCEMAIN . - 11WASTEWATER SYSTEM I PIPING TO BE 1-1/2" SDR-9 HDPE. � - HOUSE SEWER PIPE SCALE: 1"=20' PIPING, TO BE 4" SDR-35 OR SCHEDULE' 40 PVC. INSTALL WITH 1/4" PER FOOT MINIMUM SLOPE. ' - STABILIZED FILL MATERIAL - FILL MATERIAL DESCRIBED IN "STABILIZED FILL MATERIAL NOTES." . W . I TOPSOIL �` SITE SOILS DATA PLACE 4" MINIMUM TOPSOIL OVER ENTIRE BACKFILL AREA. SEED, MULCH, AND ESTABLISH TURF, . 4 TEST PIT STABILIZED FILL MATERIAL NOTE'S TP-1 - 4/22/16 BY TOM HUTCHINS, P.E. AFTERS REMOVING ORGANICS, PLACE SYSTEM FILL AS NEEDED TO ESTABLISH REQUIRED GRADES OVER THE ENTIRE - 0-12" - TOPSOIL i WASTEWATER SYSTEM DESIGN AREA OF PROPOSED ABSORPTION FIELD AND TAPER AREA. . 12-32" - RED-BROWN LOAMY FINE SANDS WITH ' . COBBLES & BOULDERS 2-BEDROOM RESIDENCE (DESIGN TO 4-BEDROOM RESIDENCE) . SYSTEM FILL TO BE LOAMY SAND FILL WITH IN-PLACE STABILIZED PERCOLATION RATE OF 3-5 MINUTES PER 32" - LEDGE-DIGGABLE, TOP OF ROCK MOTTLED DESIGN FLOW - 110 GPD/BEDROOM _ SYSTEM DESIGN FLOW - 440 GPD INCH. � FILL TO BE STABILIZED IN 6" LIFTS TO REQUIRED GRADES PRIOR TO CONSTRUCTING .ABSORPTION BED. - SEPTIC TANK - 1,250 GALLON PRECAST CONCRETE FILL MATERIAL, INCLUDING A 4" TOPSOIL LAYER SHALL EXTEND 3' HORIZONTALLY FROM THE EDGE OF THE BED. TP-2 - 4/22/16 BY TOM HUTCHINS, P.E. TAPERS THE FILL AREA TO MEET WITH THE EXISTING GRADE AT A MAXIMUM 1:3 SLOPE. 0-10" - TOPSOIL PUMP STATION - 1,000 GALLON PRECAST CONCRETE - 10-42" - MEDIUM BROWN LOAMY FINE SANDS WITH APPLICATION RATE TO EXISTING SOIL: .95 GPD/SF, BASED ON INSTALLER TO NOTIFY ENGINEER OF PROPOSED SOURCE OF SYSTEM FILL MATERIAL PRIOR TO TRANSPORTING TO - FRACTURED COBBLES & BOULDERS 1-5 MIN/!N PERCOLATION RATE SITE. PERCOLATION TEST MUST BE PERFORMED BY DESIGN ENGINEER PRIOR TO INSTALLATION OF ABSORPTION 42" - LEDGE TRENCHES TO VERIFY THAT FILL MATERIAL `MEETS THE DESIGN CRITERIA. TP-3 - 4/22/16 BY TOM HUTCHINS, P.E. ABSORPTION BED AREA REQ'D = (440 GPD)/(.95 GPD/SF) LEDGE © 1' = 464 SF �- FILE C�I��' . g . - ABSORPTION BED AREA PROVIDE® = 15'x35' = 525 SF �w ; TAX MAP # 227.18-1-17 TP-4 4/22/16 BY TOM HUTCHINS, P.E. Q� UT ALTERATION OF THIS, DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL 0-12" - TOPSOIL I �� . ;ENGINEER IS A �/100TION OF NYS EDUCATION LAW. , POTABLE WATER SUPPLY IS LAKE SUPPLY �I �P I :yam 12-38" - MEDIUM BROWN LOAMY FINE SANDS WITH MAINTAIN 10' SEPARATION FROM WATER SUPPLY LINE TO ALL Q a I Z' � _ ,rns a te, rr %.%i i�r...�'! art !� , COBBLES & BOULDERS WASTEWATER SYSTEM COMPONENTS s w v v a �.. W- -� f ;-, b 38 . LEDGE sI k n. r-9a all r%lKlf'9 0 i^; 11 t�- ' r ,. Kele r- :i,_, /"I - ''r , '!s - ., �' t V f"9 ..i.-.. ti A Ott* +'� /LJ� � � `.t +', f' 3 sI it i C1 I ` 1 e as;.w s%..y r w.w � y, 4 —/_ 'L.- s I � } TP-5 - 4/22/16 BY TOM HUTCHINS, P.E. f �'® _ '' 0-12" --TOPSOIL `s V6AL5+. �.. t/'�. >> 6 - �� A 1 PE T COMMENTS 6/23/1 :_,. ; w h 12=40 - DARK BROWN LOAMY FINE SANDS WITH � �.':!'..� „�, , 1 O 1SSUED�FOR PERMIT `,4tI -ol: � " ;�r6/22116 CONCRETE DEBRIS S 40" - LEDGE No. Revisiori_s .. ..Date MAS REFERENCE: WASTEWATER T L TP-6 - 4/22/16 BY TOM HUTCHINS, P.E. - BASE MAP INFORMATION FROM "MAP OF A . . SURVEY MADE FOR TI-IOMAS J. UNCHER & prepared for: - . LEDGE @ 36 JANE E. DALEY, SI TU, TED IN THE TOWN OF - ® F, - - WASTEWATER SYSTEM SETBACK SCHEDULE QUEENSBURY, WARREN ,COUNTY, NEW YORK. . .Thomas Unoher ® . � (, DATED JUNE 25, 2007. LAST REVISED JUNE PERCOLATION TEST 25, 2013. PREPARED BY: 14 Hickok Lane - ' PROPERTY LINE LAKE GEORGE HOUSE I Town of, ueensbu Warren Cour NY ®Cali before ifa�u Dig PT-1 - 5/31/16 BY HUTCHINS ENGINEERING 10' S0` 10' '� Q �ii IM Wait The Required Time l ®Confirm utility Response SEPTIC TANK & M ®Respect The Marks STABILIZED PERCOLATION RATE: 3 MINUTES 15 SECONDS 1 t ve Drawn: JRS I Checked: GTN I Scale: NOTED Date: 4/29/2016 ' ®Dig With Care ABSORPTION FIELD 10' 100' 20' ® Larad S-urveyor� 169 Hav+land Road rr�� www.di safes ne ork 6 Queensbury, NY 12804 291 002-01 ' 1 9 y # 169 Haviland Road Queensbury, Herr York 12801 L (518) 792-8474 New York Lie. No. 50135 . (518) 745-0307 Phone - , _ Hutchins Engineering (518 745 0308 Fax LL�• - - -, �-� . �...,. .,_" . �,,,.., ...., ..... '. ,,, . . 11 I I . . . s­� I I �� .1. 1.1 1., ..•.":� ._-.. ."-,_,.,�1--,�,�,.,��..�._LL". u � 1.,.-., ., ,, ... .". ___ -,,,,�� � . ....�.. 11..11._� - 11.11­I�... I I I�. . - � � � .m I . . I 9 � . . - - � I . - I 0""*\ -� . I �EXTERIOR WEATHERPROOF JUNCTION BOX APPROXIMATE SUGGESTED:POLYETHYLENE EXTENSION SUGGESTED:POLYETHYLENE EXTENSION (IF NECESSARY). SEAL CONDUIT GAS TIGHT. . FINISH GRADE TO GRADE WITH TAMPER RESISTANT 1 TO GRADE WITH TAMPER RESISTANT INSTALL CONTROL PANEL IN HOUSE. ALL ELECTRICAL ACCESS COVER I ACCESS COVER WORK TO BE INSPECTED BY A CERTIFIED ELECTRICAL - INSPECTION AGENCY PRIOR TO START-UP OF PUMP STATION. - ,_z . :, 1`'� - - s .,.s..... . - 12" MIN. , : t TRANSITION TO 12 MIN. COVER 4" OUTSIDE OF DISTRIBUTION BOX = COVER INSTALL FLOAT SWITCHES TO OPERATE - OX ° - D B PUMP AND MAINTAIN LEVELS AS INDICATED 4 . ,! ° °� ° �.a a a a . , 8!, . a ° 1 PER FOOT ;t a . 4 PVC SDR-35 2„ / - ` Ii MIN. SLOPE �•- \ " I, ._ a \ " .a BAFFLE ° INLET ��c r . ! I,LL. BALL VALVE_ � „ . LIQUID LEVEL -�.�_ OUTLET 4 PVC SDR-35 USE SPEED LEVELERS TO 2 MIN. ; MIN. SLOPE - - - "® INSTALL VALVES AND UNIONS _ _ ASSURE ALL OUTLETS ARE 1/4"' PER FOOT i r T SUCH THAT EITHER PUMP CAN , AT EXACTLY THE SAME 2"MIN. DROP _ - 4 16" 18" : BE ISOLATED AND REMOVED ELEVATION BETWEEN INVERTS - MIN. a _ WITHOUT REQUIRING PIT ENTRY „ WATERTIGHT SLEEVE a 4 PVC SDR-35 SOLID I HEADER TO PERFORATED - AND SEAL (TYP) � __ - ® a ALARM 3" ABOVE 'PUMP ON' BALL CHECK VALVE a ABSORPTION TRENCH PIPING, w a & LAG PUMP ON ` 1-1/2" HDPE 1/8" PER FOOT MIN SLOPE Q � � FLOAT SWITCHES - INSTALL INSIDE � '� SDR-9 FORCEMAIN - 1,250 GALLON PRECAST a n ( :. , PUMP ON \\ 0 PUMP PIT IN LOCATION ACCESSIBLE . CONCRETE SEPTIC' TANK a WITHOUT PIT ENTRY 2" SCH-40 PVC PIPING - INSIDE WET WELL THROUGH WALL MINIMUM 2X WIDTH PUMP OFF �� UNION - LOCATE SUCH THAT . PUMP STATION MAXIMUM 4X WIDTH I UNION CAN BE DISCONNECTED SEAL ALL TANK OPENINGS WATERTIGHT - 16 MIN. a , VOLUME OF DOSE AND PUMP REMOVED WITHOUT PROVIDE AND INSTALL UL LISTED PACKAGED PUMP CONTROL ° - . . ° . . . . ' e v . 8' . TO 60 GALLONS TANK ENTRY , . -. BE a 4 a"- . a ° PANEL WITH VISUAL AND AUDIBLE ALARM. INSTALL SIMPLEX, . Q ° a h REDUCING TEE POINTED DOWNWARD DEMAND DOSE CONTROL PANEL INSIDE HOUSE IN ACCESSIBLE SEPTIC TANK NOTES G 1,000 GALLON PRECAST CONCRETE PUMP STATION WITH 1" BALL VALVE THROTTLED TO LOCATION. ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK STATE ! ALLOW TRICKLE DRAIN BACK INTO DEPARTMENT OF HEALTH AND SHALL BE OF PRECAST CONCRETE AS WETWELL INSTALL POWER & CONTROL WIRING TO CONTROLLER WITH . MANUFACTURED BY UTOPIA ENTERPRISES OR EQUIVALENT. - ALARM IN HOUSE IN ACCORDANCE WITH • MANUFACTURER'S SIMPLEX EFFLUENT INSTRUCTIONS AND NATIONAL ELECTRIC CODE ' (N.E.C.) ALL STRUCTURES SHALL BE PLACED ON FIRM, COMPACT SAND OR GRAVEL BASE. � PUMP REQUIREMENTS. WHERE EXISTING SOIL CONDITIONS ARE UNSUITABLE, CRUSHED STONE SHALL BE _ PLACED AS NECESSARY TO ACHIEVE A STABLE BASE. 'SEPTIC �JSTATION DETAIL PROVIDE A. PUMP N600GALLON DOSE.L AND T LEVELS TO BE INSTALLED TO SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL BE OF EXTRA HEAVY - CONSTRUCTION DESIGNED FOR H-20 WHEEL LOADING. NTS EFFLUENT PUMP TO BE GOULDS SIMPLEX EFFLUENT PUMP, ALL JOINTS MUST BE SEALED WITH BUTYL SEALANT. JOINTS BELOW THE LIQUID MODEL 3885 WE05H SUBMERSIBLE EFFLUENT PUMP .5 HP, 230 LEVEL MUST BE TESTED BEFORE BACKFILLING. VOLT, 1PH / SINGLE PHASE, AUTOMATIC VERIFY .EXISTING ELECTRICAL SERVICE PRIOR TO PURCHASING - PUMP. 4" MINIMUM TOPSOIL ON ENTIRE BACKFILL AREA; APPROXIMATE SEED AND ESTABLISH TURF EXISTING GRADE 15' BED WIDTH 0.5' STABILIZED FILL MATERIAL F-SLOPE SLOPE--i 11 I . :.> I 5 :..- 1_111 �q ..r - - :...:,::1111 ::....I. 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'<,,.:%:C.• _ 1111 :,�\�:;'� ,. „ ,, r - r :1, , ,,.. . ..-., !.. ,1111 1111: :.._.,_,..: _ •1111- 111;1:: :r . , ,. �, r „ ,:*•1111.,;,^ .. .. ., 1111 .. .. .. .. .. .. .. 1111:,:,..,..:,.,..,..,, ..1.: `..h•:, ., ., ..<., .,, .. .. ,.. .<. ,.> ,,.. .,. 1111.. ,.. - - ,"... , ... , .,. 1111:' , , r ,_: , ;': NTS ..,,. ..<. , > , : ,. .,.:.....,..:._.;.111;1, s ;1111 ,r , . : ,r ,r ,d' .•..r :,r :.r : :,✓'^1;111.':,.x :_,+' :_d, ;...J' r : � ,r.,,i �...: ,r..:, ai:' .rl: ,�.i,,; ,,,�';.:,.'�,r...:;..r.,.,: {-�r:,,i.„ ,: ., ,r a ,. ._ .- :< ,."r ,. ,,;..,; ,:1111 ..d:.. �. .,fir• _.., -. .., ,, 1.--.,.. .. 1111 - - ., .-1111..,,.,.<: ,..,,. , , 1111. 1111. .. ... .-1111-... 1111. ......... 1111. .. .. - .> .. ., ., .. .. .., ... ., ., .. ., ... .. , ��,,.:......,....: 1111: ........... 1111.-1;1.11 ._1]:.�>� �.1`a - - ... ... � ._ :._ _.. 1111 ..., .. ... ... r.., 1111; ... ... - :"I -. , ,, , � :., f u , yr ;r.', N.. :.,� ,X:`):\:F.'�1'\:£;.1.�.,�,.;. J:�..,t\�r.`:: -.;f;,s : ,-, ,, ,,, 1111; : '<�'' �'`, - _ �»' ,/ •. ._,* _. •.�_„s`;.,?.f,("'...�..*,, ``. "`. �•.�, ,J ,r y..'<-` y /r \ ,.`, ,✓1 1 `� - _ _ - \.... -1111' .�- _. ., ^. .... .., ,: , , :, , ,i ,... .-,�.I�,._.� 111_1,,.:-1111.-..,._11_11.--1_111.-,_,_:"�.,_.::-.1111_:�...,...� ;{; .���:, .;<: _ - ..... ..,.. .. ..,- 1111 1111., .. .., .,, .., .., - - . 1 11 Ct l.� .: 1111 .:...,....:-il ..; .., 1...: ,_., �..., x., ,, 1111; a.., .:1. .. .. 1111 1111, e r. 1111., �.. k :y<(,•,i:. �, �.. y ,v ..:�,,.a: a.,: ".d :.I :', ::.r" :,.,£' ,::,C :: ,�''` .%',../+' ..,«'".i,-�`::;�,�,f:_� d_, f._a„i..,i' ...n'<�`.,,__... r ), \1111. - - - -.,.,.. .,_,_ ...:.,,.t..:-,..,..r.111.1..- ',-)::': - I . .,..:..:" 1111..:-1111'.._-1111_:.,.-...:::.......;.i "'-_:T`-": .,T'� ::1-: �.Il- i , , : . 1111:., . �: : v , ,.; :' - ,+* , ,s" ,�"" .,f'^ ;i' A .>%` ;..'.:.A .,+"r"_A'r ,i^ .rr .r•`:,,r ,r ,,r- d r J' .r' r » - � - ^.,,., : : :r r ' : 2 sroNE . . ,- ,,,.. ,+ , •,-,...,_.,:..�`,. ...;-,:,w• 1111 k.,^.': , .,:,.;...,,..,..,,a.r.,%.,...,,.,;,..,:`., ,:..... ,:T`:^1;`..- r _ . _: - . ......... 1 .... ...._ ...... ..............._... - 15 y;::; , ....................... 1111._ ... COVER OVER r ,.. 1111 .. .. A, _ a" a.,, a:... ... %11'11 f , . 1111. , ,< . , , „ , ,. „ r „ , „ r 1111 ., 1111 :..+ . ). .. .. ,.. 1111_.. - _- -- ::IC_.. .. 1111 .. .. .. ... .. .. .. _ { 1111, 1111.-., .,1, 11.11 ... ., .._ .<_ .. .< - 1111:..1111, �_` .. PP .., h : xr £. h ..:i D D S F 1111.;.;. ,: _,: y SEE AN E TABLISH TUR r : ,r : / : r 5.:.,;, y.,, �',< i,` K,., ,_d /r._,;, i"(, r-,'`,.r.:"> d u r < _.'�; '/�;,..1/ 1;;111 : 1111.: _a...,..:.a.." ,\., ._.: .a.. ,_a: �, a. -,.1.:.^.,,u, -a.---'d A.,'�','��...':(\,• - ' '� .,,,,�., r 't: , ,, , . t:. :. ,,. � _: ,_-_1111:........ .. ..:-.,,..:�.,_,_-.,:.`.:-.,_,..:�.....r..:�...:_:.. ! ,.{.. 1111✓1111 -1111.,. 1111, .-., ., .., ., ., 1111, 1111.,: ., - - - , 1111 _ 1111. ,,,.. 1111- ... ,.. <. . ::�..,...::.. ! 1111.:;.., ". 1111. „^...\,• ,: ;' 35 BED LE _ ....d ..-, >/ .,s ..�" ..d.,--d.:., ...n".'` i. ,.,✓1111,y...l',J'._`'.,.,•'....}.„, ..dr` ..d` ...`'. .l n: LENGTH I, 1. <_. ,i,' 6 MIN .STONE ,. ., )< _.,, <--SLOPE SLOPE--> ;`:.. ,r r 1111;..;- _11;11;^..,;,.,,; , :. .. SL PE 11.11 ", t .,. ... 1111 ,. ).. !:,: ,..t;. , t :r.. P r , 11'11 r.._, 1111 %`... :r: > // '/ >'7�"JJ7 l/'/// i/ //'/r // /i // r , +•1111 - 1111. 1111: 1111.. ......,:: ::................... - - BELOW IPE ,r ... ._/ ../ ...n .. r ..,r .. .n' -.,:' 1111,/ .,r I L.. r......,;,(:::" L .• . .r d .. .. 1111 ., .. .. .. .:: , _.._.: 1111.. ::. 1111. ..:.:.,_! ., ^. ... .^, ,. ... , .. . . , - A .> \ " ..:1111., " ., ,: ,r , . r•. 1111 , ', ,. �, �: ;,�. ,.\.,, .,. ,.. ., ., .. 1111.,,_..,"_1111 .... ,, ,, ..,. i i� _. .. 1111 .. 1111 .. .. .. l,. .,,. - ., - 1111 1111, .. 1111.. ..,- 1111 1_111. .. _..... _., .., .. ., .. ., 1111.. - - .. -.,1111,,. .._.:..1....,.. .;_1111.......,:..,_ 1111..?..,.� r , . ;1111.. ,...:..,_,.,:......:.:�..� .2.5 ' f f , :,-: ,. 1111>•..:_:. ,. ..........•_1111;•. 1111 . --1111 • -1111 _, 1111. .,.',. , , , < .......::. ,I 1111.,r....... .r .:::�_:::...;,;. 1111 r- r",,, �:::'y.. ,':" : .. 1111 Y r.,; �..:•.�..1111�. � ;. � ;',:' - , r I 1111 ... .,. .. ,.. r r , .r , ./ , ,r , ,/"i ,r"'i ,/'-7 .1'i .r-i ,r"i ,1 .9"i.r 7 ,r�.., .r-: .r/')V.f�...r•-i�,Y'"i�,9'i•'.r' r ,;,r- ,r,.r .'./'-.�. J' , d e'" ". y :. r r / ,r ..✓ ,d / n' , J Y r .r :,d r :,,r . ,/ ,J ,r Y j - n / .,® .. :_,{' ,,J' ..d :./'` /r .,r 1111/' •../ CP`- f . .. ., ,.. ,. , .. . , ,. ., ... .,. , 1111�,.,..... 1111 .., 1111 ... 1111..: 11_1;1 .� ..... ... :., ,., .. ..,- 1111 ,., 1111 .. ._.. ,., -_. ._. - 1111 ... ,.. ,.s ..� ,.� 1111 y ,., 1111 .. � 1111. 1111. .. .r r , .. ,\ s „ , „ a • : �. ., 1111 ,. .. ,. „ ,. , , : ,. ,. ,. ,, c•"t , ,< . . r „ .. , ,. , ,. , „ 11 _ 11 , , , .,�:.,�'.,, - ,. ... .....:.� ..1111..:1111,. ...: 7-., ..... 1. , _ APPROXIMATE ,t.. .,,.. , .. .. „ „ . I ._1. ._.. .. . .. .. .. . .. ,., . ,1111,. 1111.. . _1111.._ 1111, . , _111__ 1. ....... . � .�. �.. 1111 1111 1111 , ._ 1111 ...... ...............................:...,.......,..__......_.....�. _;, , ._.v. ,<.. 1111 1111, . . I �� .. ,..,. 1111 1111 1111.; ,t 1111,1111..; ,. ,,..,.- 1111 , ,..... .. 1111.. .-:. . _... "- 1.111."� _. ,,. 1111; „ , , , , ,. _1111... 1111... 1111 ,........ _.....,.,...., 1111...-_., ..:..;::, 1111 . A :.......... } ... .. _ . . . 1111 �, ,�; 1 .. .... ,:......:r 1111. ,:...... . 1111_... 1111 r._, 1111.. ,.. 1111 ,,. !. ,....::_,:....... ,... ... : . 1111. . . ... . ....... E 1111.., ...._. .1.111 .. : : : .d r _ 1111 r....... „ ,: !1111 1111,: >.:�.:.,.::.�,, .., . 1111.:�,.. _�., :�....: TING GRADE N 1111 ^...a:-; 1.111 .-, .,.n,.. _,.1111.._1111.. ,_,. _�.,a _.. 1111 . ;11.11>.�.. ,. .,,^.-'. 1111.._.. _1111:..>.,..... .....:.,.. 1111.. 1111::<�..:.' ... 1111..:-.,... '. .. ;., -1111: 1111. 1111... _;.., ,.._...,. _11.11. :: : :: ......:.:;1111:-: ;1111..:±: 11.11: 1111-1111..;1111 1111;1111 1111.,,:: 1111:; ... 1111... : 1111.., ,....:..: :.....:, 1111... :::...... 1111.: :,.......:,. .::...: :'1111 :•: 1111 ., 1111.•. ,.....: ... .. ."1111.:. , r .. 1111 ... ... .. , ,....,...:. :..:.::.:.�;::..,, 11'11. 1111,.1111,111'1,. :", 1111... -::. EXIS RA . .. 1111 . .. ,. . ,. ,, _ ,1111.............:_..,..:... 1111 ,, ; , ,..:..,..,.., .... ... . ...........:_...,,....,._: 1111 1111 . ..............1111- ,_,. ;, „ rr:.....!.,...... 1111,,. . ,..�.. 11.11, : .......... ,1111..:± ,1111.:: ;1111.:j 1111. ;:;:.:.:_.....:':.. 1111_, 1111. . ... :.. .::,:.:.: .....::. ........ 111 1_.............. .............. ..... .1111 1111. . . ..... ........... I........ 1111... ,. ::;......:. ,.� 1111 ,.. , .. 1111 , . 1111 1111 1111. .,. ,.. ,. ' _.. 1111 .......... ........:: 1111. , ... _1111,. 1111.., ,:........::• 1111 Y f x 1111. r. 1111 .. 1111.: r .....,�:..I;: ,; ......:r r. ..7., • , , r .: 1111: . .,. .,. 1111 1111 ... .. ... :. ._,. .._. <. . 1111 _,. ._« _... ... .. ... ..(( ... .,. ,, rill. .. F 11_11. .. .. ,. 1111 : ... 1111.. _1111... .. ...::f 1111 ,.r........ 1111.:...:.:" r 1111.:,. 1111...;,r.. .. ...111_1..: 1111._: .. 1111.....r.. .,....ii ":1111.1111 1111.:. :�.. 's;-�: 111_1.:j:[.°', .,;1111..;: 1111... :; 1111.;,1111_!r.::.:i i 1111 ::...5:.....t ;1111 1111..:�-`1111': "E j 1111.: .. ..... 1111. '. 1111.. ._. 1111 �� / / r r ... ... r. .. 1111 r .. .. .d ..d .. ., .d _- .d _,r ., .✓ : r :. ... 1111. r p .. .. . . 1111.. 1111., .. . r ... 1111 .. ... .. . .,. .a. 1111 .. ., a k a a. ,. _.. ., �. ,. .. .. a a a _. .� .. .. ... ... .......,:± ,r r. ...., , 1111.. :., 1111.., ,......., , 11.1.1;: 111;1..: 1111,,1111 ,.,........ : r.. _....... .... ........: 1111 , , ,. , r z. _1111 • :'-:: ,:. 1111 1111 u.. .., :. .1111..;.�....: 1_111:.: « < : _1111.. ;1111.. ..: 1111 _.. ... 11 .« ,,;..a;._ ��+.i:: 1111. :, r r r r r r r r r :. 1111.;1111.:: 1111__:;,' .! .....::: :-�! 'i:. r11 Y ,' .r r r ..,......:�...:..;. .. 111.1.. '.'. �!. - d / .. ..d _ ..r .. _ .'' ., .d ., ., ., .✓ .d ., .. 1111 ; ;1111 ._. .., " , - _.. .. .� \., .. ,. - .. ...r 1111. 1111.._.; .., ; .. 1111_::,; 1111_.;; 11 ,�.:. �.:� ..� 1111..± ,. .r:,......, 1111:.: _s.__.. �. � , ,1111:: , r 1111;,;_1111.': 29� ;1111.;, r , . ... 1111 .,: . :........ . ...._: .. ;:...._,:. . ......�s ;r...-;; I ...:.:......:r. f:.......,::".... ;1111.._ ;1111.;, ::.._.... 1111.. ':�-:: �; :. ;:i ;1111:; _1111 1111..,.: ..:..... .,;.. ;.;_c':':'i 1111...;, I:i:= ;1111.:: 1111.. ,.......I 1111.;i 1111?;::. 1111: 1111 r.:.......,. .,11_11. ..1111 �. . . .. _, _ :.......... 1111,....._... _.. ., ..1111 _r. r. .. .. ._ rr 1111 ,t... .. , r:..:::-: , 1111 .. r .. 1111 .. .. 1111 r .. r ............__....... : : ! 35 _ - - SEPARATION 111'__1. -..,.....:.. ::.......;± ,,._.._..... .......... _1111 - 1111 :...::..:; ,,,..._....,,-1111.. 1111. , . ... ..._:.:_....:;.' _,': 11 - ,..:.:.,.. . ..,__.::,......:! :-..._: _c.:,':',:.,,"-<!s: tl::: 1:_:' :.;; ,_.:,...,, j:::.:::±1;111.._; ... !: TO BEDROCK. TENCATE MIRAFI 140N - 1111,,: _:: ;r:::::::.:::: :_;1111:;, ABSOROTI OR EQUIVALENT 4" SDR-35 PVC PERFORATED- ->;.;;:.:.::;_-.1:",;- I ;.::::;" :':'::: ....,._,..?::_. NTS REMOVE BEDROCK " - " AS NECESSARY. I LATERAL INSTALLED NEAR .. L 'VEL, IN BED CONFIGURATION -SYSTEM FILL 'MATERIAL WITH `1 IN-PLACE PERCOLATION RATE n1 p�p� OF 3-5 MIN/INCH. , T I int PTR FILE MECHANICALLY STABILIZE WITH . ; NTS TRACKED EQUIPMENT, " . G . a . t .! -227.18-1-17 p i- { TAX MAP # I ( ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW. " IL ,I . I � 1 PER TOWN COMMENTS 6/23/16 0 ISSUED FOR PERMIT 6/22/16 - - -- ! No. Revisions Date ��w T T T TIL �� �5 0 �`��� d prepared for: - �' h W . Thomas Uncher FSafely, ( z i = 14 Hickok Lane; 81g Town of Queensbury, Warren County, NY - M Cali before You Dig 06 . ®Wait The Required Time l '°f� F Drawn: JRS I Checked: GTH I Scale: NOTED Date: 4/29/2016 ]Confirm Utility Response - M Respect The Marks 169 Haviland Road ; M Dig With Care ® Queensbury, NY 12804 �ww.dlysaf$lyn®,�®rk.�m962-7962 291002®01 - 1����1l�15 Engineering (518) 745-0307 Phone 9 (518) 745-0308 Fax , ��__ -w�. . ..._ .,,......... -. . -...... .I' ,, ."._. ._._�..�.._ , ...,.",, � -.,.�,W"".,,:"". ,.... .. W„+y."........�..__ .., . , ....r,. .,.,._,. ., .,.,,.W, ,1",1 . . _.. ,__ '_1 .1,., __,____.1_.1-.-1 .....,�,..0 .. 11,11, ,1". , ,. .. 11.11 ................... ....w, 1 111.. .,' .,.d,„� LL _ _ W .,._ . COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC. Main Office 176 Doe Run Road-Manheim,PA 17545 MUNICIPAL CERTIFICATE - ELECTRICAL APPROVAL Permit No....... ... ... .............. .......... Cert. N2 .2.9.18 5 Cut-in Card No..................................... Owner.......✓—1....I...l ?J1.V..�4*4— ............................................................................................................... Location..l.......1.......� 1 1) Q...K.........�../1�..V... /.......,...................................��.�[�... ..... Installation Consisting of.. ... . r 1G�!. .... .4�C�., .5�.`a".. % .T ........... f..- ..............:uG...�.................................................................................................................................. .................................................................................................................................................................................... InstalledBy......45+...j2A91?=........................:.....................Lic.No................................................... The conditions following governed the issuance of this certificate,and any certificate previously issued is cancelled:- This certificate only covers the electrical equipment and installation conditions as of date. Upon the introduction of additional equipment or alterations,application shall be promptly made for inspection. Inspectors of this Company shall have the privilege of makin n ections at any time, and if its rules are violated,the Company shall have the right to re this icate. Date..,l°�....................................... INSPECTOR...................�. .... ............. :...................... Member N.F.P.A.,1.A.E.1.