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BOTH-000304-2015 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-000304-2015 Date Issued: Wednesday, August 10, 2016 This is to certify that work requested to be done as shown by Permit Number BOTH-000304-2015 has been completed. Tax Map Number: 239.15-1-3 Location: 8 ROCKY SHORE RD Owner: David Kelly,Sally Kelly Applicant: SALLY KELLY This structure may be occupied as a: Residential Septic Alt. 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 — i BUILDING PERMIT Permit Number: BOTH-000304-2015 Tax Map No: 239.15-1-3 Permission is hereby granted to: SALLY KELLY For property located at: 8 ROCKY SHORE RD 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 Tyne of Construction Owner Address: 30 OAKWOOD DR Septic Disposal $0.00 Queensbury,NY 12804 Total Value $0.00 Contractor or Builders Name/Address Electrical Inspection Agency Hutchins Engineering 169 HAVILAND RD Queensbury,NY 12804 Plans&Specifications Residential Septic Alt. PERMIT FEE PAID-THIS PERMIT EXPIRES: Thursday,November 3,2016 (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 ens g, / ) paond , o ,2015 SIGNED BY: G•tfy_�I�// for the Town of Queensbury. Director of Building&Code Enforcement is S�5 1Cr3 ih rD SEPTIC DISPOSAL PERMI l5 � `l- zedOffice Use Only IS DATE 9/3/2015 Received Tax Map ID Tax MAP l0 239.15-1-3j Permit No. S ' Permit Fee LOCATION OF INSTALLATION 8 Rocky Shore Road Approvals: APPLICANT DAVID AND SALLY KELLY PHONE/E-MAIL KELLY.DAVID56@GMAIL.COM ADDRESS 30 OAKWOOD DRIVE,QUEENSBURY NY 12804 INSTALLER/BUILDER: (TO BE DETERMINED) PHONE/E- ADDRESS: An - 07'- - — 11 du JC WNER (SAME AS APPLICANT) PHoNEIE-&4iL TOWN hRl Address I BUILDINGC0 FR CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: TOM HUTCHINS,HUTCHINS ENGINEERING PHONE 518-745-0307 RESIDENCE INFORMATION Year Built #of bedrooms X Gallons per bedroom =Total Daily Flow 1980 or older Garbage grinder installed Y ✓N 1981-1991 Spa or Hot Tub installed Y ✓N 1992-Present 3+1 NEW 110 440 PARCEL INFORMATION Topography Flat rolling ✓ Steep slope _%slope Soil Nature Sand _Loam Clay _Other SEE PRIOR FIELD DESIGN Groundwater At what depth? SEE PRIOR FIELD DESIGN Bedrock/Impervious Material At what depth? SEE PRIOR FIELD DESIGN Domestic Water Supply Municipal ✓ Well(if well,water supply from any septic system absorption is—ft.) Percolation Test Rate: N/A per minute per inch(test to be completed by licensed engineering/architect) PROPOSED SYSTEM FOR NEW CONSTRUCTION Tank Size 1,000 gallons(minimum size i,000 gallons,add 250 gallons to size for each garbage grinder or spa or hot tub) System Type Absorption field with#2 stone Total length ft.;Each trench x Seepage Pit with#3 stone How many: ;size Alternative System Bed or other type? EXISTING TO REMAIN 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. DECLARATION: Any permit r approval granted which is based upon or is granted in reliance upon any material representation or failure to make a mate f ct or circumstance know by or on behalf of an applicant, shall be void. I have read the regulations and agree to abide b the e a d all requirements of the Town of Queensbury Sanitary Sewage Disposal Ordinance. Print Name: G.T AS TCHIq P.E. AG Date: 9/3/2015 Signature: Date: Town of Oue sbury Building&Codes Septic Disposal Permit July 2014 ,_ , .,...., ...... . .�•.,.. .. .. , _.. .,.., .�.�....m•W...-, - - .: .• "..... ....... ..", ......... ,.. ... .,. ... . ® W:, '°'" - - I . - . .. ::y 'wWm�Tt"µrysWuly,, ,q' ri s' �3,, a-• (%-f,. rx„ m" i�','ati9' - " ..d a ..e., r . . . I . � . . - • u _ O 'S3. err <x,,..h,<= 'r ,%^7.">,x,"�., z',, ;'/`,i'6' .:11 +'" -(k-?, xv�iC . - _, - - - .. .. 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' 1 ^ it \ ........ ....'...... ........ ::'.' .' q- �' � Q? eT i V : .... .. . / �'�p...�If V� \\\ �. ....... { L X3 \\ C.O. .... .... .- .. _.... ;. - . - b - �i .. \ .-.... � ASPHALT .- - 1• /��: . \ .. .. .. PAVE NT (+� ' x�:.. ......::.::::.:........... ......... - PROP.HOUSE M r ::: ... y► WASTEWATER Y M I N f�. r, I \\ ..+377 ..... ........ . .. .. JEER C . .r VEL''..:.""."."..... :" . \\ \': �- T '-N , �,�\\ ..+377.8.. FtA ,,,�,.-�-'' . . d \ ® o .. .,.,.. � v T I �s":;:: EXISTING 3-BEDROOM HOUSE PER TOWN OF QUEENSBURY RECORDS +374.6 \�\ -T\ ,� \\........ ...................•, _ I { cry ''Q \\ N e� _ - ® �U� ... ..........".. . . ........................ .. . `\ „ : G) -A :...... ............. { ROCKY' 4� .I A:: ..•..•... .. 1=BEDROOM LOFT 1N NEW GARAGE \\ I ' 7L �\....... ..... .......... ...............•,..".;. r � `moo»-r, P HORE ROAD M , \\ w . \\ ... .. % � SHORE - � o0 W N . ...:.:.:....-...:.. ___\\ C� ......:. PREVIOUS REPLACEMENT SYSTEM INSTALLED IN 2008 WASI -1 \\ . I 1 ere ere O \`� ... �: ..:"::"::": ! ' � ®I ... ::s Ur 8 8 �. \\\ . r 3r., \\ .".... ..... . e� I G .. :::-. DESIGNED TO 4-BEDROOM RESIDENCE N e .........•...... g T::;: 1. . ... WATER SAVING FIXTURES - \\\ tr\ (� \\ ::............................. t ` I :: ::: \\ \\ \�.. "k -- - -. \, +378,5......':"....... ... .. A . FLUSH 3.0 GPM MAX. FAUCETS ._ _. ,.. _ .- „ 1.6G-EMX {, - ( . __.. ,4 \� t ° \ Z , .._ . o I �' - - - i - \\ Cn \\..... .. . . -// .� DESIGN GN FLOW FOR NEW GARAGE - 110 GPO BEDROOM / : . +376.5 w \\ T, \ ........ ........ - . v . ,.#> \\ .............:.. - . `� -'r\ e�............ % DESIGN FLOW - 110 GPD v w<< , NEW GARAGE 1 N _ - 4� \�\ V, _r'" \`\+370.3.. . . ; . . . SEPTIC TANK - 1000 GAL PRECAST CONCRETE - - .,� !� . \ I �.} g 1 , .� ` . _ LEACH FIELD - EXISTING 4-BEDROOM SIZED ABSORPTION FIELD i \\ � . ' / 3, , _ 1. I 1, 11 �- : . 11 TO.BE MAINTAINED & NEW GARAGE TO BE CONNECTED - w� I' I \�\ �� tre I .mow® _ �-V, ',&� >® 0j: Y I ��� iO ��jP1E 79.5, - ' j.- .. +377,2 �!�/ t � I L Q . POTABLE WATER SUPPLY - ON-SITE WELL I �\ �./ . \\ ® �.a - MAINTAIN 50' WELL TO SEPTIC TANK SETBACK . \ � 'i 3�9 v'/ 1g . -� 1. . IV - .- - MAINTAIN 100' WELL TO ABSORPTION FIELD SETBACK o - - / - . 8.6 '- - . - T - . ? BINDER ,HAVE SEEN4Rk0 PLOT PLAN; ASPHAL I I 3„ 18" MINIMUM TRENCH WIDTH I ,HA OBSERVED ALS OBJECTS TE WA /�/ �° �+ ED' + C . A VV TER TEM'S 4� S�� VLc TENNIS 2„ BINDER, '1„ TOP SUCH AS HOUSES, NIECES,TREES,'FENCES;ETG . COURT - \\\\\\\\\\\\ ( .. SHOWN ON THIS DOCUMENT.I HAVE PERSONALLY- , {;, SUBBASE, NYSDOT.SECTION 304 t WOVEN STABILIZATION ':`$ ` ":r''.1�`�;_,? yI Mr' )REDTNE'D(STANCESETFORTHON.TNISDIAGPAM.Y,.. _,.z ,..; . TYPE 2 oR 4, COMPATED TOTERBOD' FABRIC, TENCATE MIRAFI. -v. -t . 2" I ` -1'�E `PROPERTY LINE HOUSE DRAINAGE DITCH . WA I 7�AI LED I TE P N >.r 7 `.'s.>':.s�, 95� STD. PRocTOR iia ,�- - E HP-370 OR EQUAL .,,� x� , : .;w:•: ..- �:._ ,, MIN. SIGNATURE DATE r r r I -Or \ I - - " r .. � a, - - 7,�,• 1;'R�;'r,tkw,"*^« - - - - 1 - - - ' . SEPTIC TANK 10 10 10 51. SCALE: 1 =10 ' ''' 4 SCH 40 ;:•::::::•:::••:.:.-:•::::.::.::'.:...•' . �.` '6 MIN.:'::i:::`.'::: :f:: I . HOUSE SEWER " . I - - -.. ABSORPTION FIELD GRAPHIC .SCALE SELECT GRANULAR MATERIAL . .. r - :..... ...:. .. '.. 10 20 20 :100 . �.� :;:•:.-.;:;'.....;.;• i (1 G 2» ,SIEVE) (TOE OF FILL) 2.5 0 5 10 20 .......::;;. QO% PA - PASSING `� . I. : ..;: 6,..ABOVE PIPE & 2 BELOW'PIPE OVERALL SITE PLAN , -;: .. . - ( IN FEET ) " : SCALE: 1"=30' .": �F �° . - - - � 6 MIN., . �� S - n 4 '' - I -1 . - . . . �� . - EXTERIOR WEATHERPROOF JUNCTION BOX . , PHIC SCALE , , $` -P2 ?�, . (IF NECESSARY). SEAL CONDUIT GAS .TIGHT. LIVER T NCH TAIL RA CROSSING N POLYETHYLENE EXTENSION TO GRADE 10 0 10. 30 60 t� APPROXIMATE POLYETHYLENE EXTEh(SION TO GRADE` INSTALL'CONTROL PANEL IN HOUSE. ALL ELECTRICAL - - FINISH GRADE WITH TAMPER RESISTANT WITH.TAMPER RESISTANT ACCESS COVER - WORK TO BE INSPECTED BY A CERTIFIED ELECTRICAL - NTS . - - . " , . .i _ ad*� INSPECTION AGENCY PRIOR TO START-UP OF PUMP STATION. 2" 45° W MALE' - ( IN FEET ) I ,, � . 11 � F - REOEIVc I I � I . I � . I� . I -r z . BARB FITTING TO-CONNECT 06: g�9 12" MIN. _ TO FORCE .MAIN o �� - _ U +w ! COVER1 . . ' INSTALL'FLOAT SWITCHES TO OPERATE �J r p , PUMP AND MAINTAIN LEVELS AS INDICATED i 4 PVC SCH-40 � � �' �� i �p1 Ti r 4 SWEEP WYEWN ' V..".< .. . . a, �. . a ; _ :..•. 1/8" PER FOOT a' ,a . ". : . .: 4 SCH-40 �r� ' . O QU 4 PVC SDR 35 2 i ® BALL VALVE 4 PV 3 BY: ZONINC7FI~IOE. INLET r MIN. SLOPE �` f TO D-BOX C SCH�40 4 CLEAN-OUT ; ► '`� LIQUID LEVEL _-. OUTLET 4" PVA SDR-35 TO 6" ABD a - MIN. SLOPE r -) >� - - r INSTALL VALVES AND UNIONS _ VE TAX MAP.#,S,239 S 239. 5 3 1/4" PER FOOT I SUCH THAT EITHER PUMP CAN f ,- FINISHED GRADE ALTERATION :OF THIS DOCUMENT EXCEPT 'BY A LICENSED " 18" . : - BE-ISOLATED AND REMOVED i ! PROFESSIONAL'ENGINEER IS A VIOLATION OF NYS EDUCATION W. 16 . MIN. a. . : WITHOUT REQUIRING PIT ENTRY WATERTIGHT SLEEVE > AND SEAL (TYP) :' 1. . � x _ ° ALARM 3" ABOVE PUMP ON' \ , : g FLOAT SWITCHES INSTALL INSIDE / ®o o � 0 PUMP.PIT IN. LOCATION ACCESSIBLE -Is I i ! -, _ _� < .. , 2 .PUMP ON ENTRY - PROPOSED 1000 GAL a WITHOUT PIT , PRECAST CONCRETE a J - a PUMP STATION NOTES . SEPTIC TANK SUMP:OFF '-� - SEAL ALL TANK OPENINGS WATERTIGHT. i . .0 ISSUED FOR-BUILDING PERMIT . i 9 3/2015 MINIMUM 2X WIDTH : . -. 1. . MAXIMUM 4X WIDTH ts" MIN PROVIDE AND INSTALL UL LtSTED PACKAGED PUMP CONTROL PANEL - . „ . _ KITH .VISUAL AND AUDIBLE ALARM. 'INSTALL DEMAND DOSE CONTROL1. I ! NO. : _ - evlsjon.s . - 'Date E RCE MAIN MANIFOLD AT ® X ETAIL -''° - f _ I. q PANEL 'INSIDE HOUSE IN ACCESSIBLE LOCATION. . , . 4 a. . :e 4 NTS . /') J UV TV�ATITE-PLAN - SEPTIC TANK NOTES - INSTALL POWER '& CONTROL WIRING TO CONTROLLER WITH ALARM IN - - I LCL DETAILED" - :PROPOSED 500 GALLON PRECAST CONCRETE PNMP �STAT1ON ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK STATE: HOUSE IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND prepared for• : DEPARTMENT OF HEALTH AND SHALL BE OF.. PRECAST CONCRETE ''AS . :: . NATIONAL ELECTRIC CODE (N.E C.) REQUIREMENTS. EQUIVALENT. +L.. . . f� II 1�1�P RLP RNC MANUFACTURED BY UTOPIA ENTERPRISES. OR BASE SURVEY'INFORMATION TAKEN FROM; MAP OF. GARAGE ® �,d.. S �, @_ y . _ . • - 11 .1 . PUMP CONTROL',AND FLOAT LEVELS TO BE INSTALLED TO PROVIDE A SafeLOCATION. FOR DAVID .R. KELLY, M.D. AND ...SALLY N., KELLY, ALL-STRUCTURES SHALL BE PLACED ON FIRM, COMPACT SAND OR GRAVEL:BASE.' DOS S Rocky Shore Rd . 50. GALLON E - (TABLE CRUS ED STONE SHALL ;BE. q DATED 212712015, PREPARED 8Y. OAWD F. BARRASS, 1 . WHERE EXISTING SOIL CONDITIONS ARE UNSU. , H }'� Town cf u �risbu ' Warren Coun NY .PLACED AS NECESSARY TO ACHIEVE A STABLE BASE. EFFLUENT PUMP .TO.BE GL 3885 MODEL .WE03L, 230V, SINGLE CORINTH, NY }y� �/ '�, - Q - Y Call Before You Di 'k - PHASE, 20 GPM PUMP'AT:20 FT TDH. - g Drawn: LWD Checked: GTH `` Scale`. NOTED Date: 6 11 15 Wait The Re ulred Time SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL BE OF EXTRA -HEAVY � I I I . -EXISTING WAS COMPONENTS TAKEN FROM: CONSTRUCTION DESIGNED FOR.H-20 WHEEL LOADING. S , _ Confirm utility Response VERIFY'EXISTING ELECTRICAL`SERVICE PRIOR TO<PURCHA ING PUMP. _ ®fte$peot The Marks - - "WASTEWATER REPLACEMENT PLAN ' SALLY & DAVID KELLY, `:169 Haviland Road . Dig With Care ALL.JOINTS MUST BE SEALED WITH BUTYL SEALANT. JOINTS BELOW THE LIQUID . 4 M.D.,""_DATED 91812004, LAST REVISED .611712008 PREPARED :.Queensbury, NY 1280412 9904 _ -. LEVEL MUST BE TESTED BEFORE BACKFILLING. • _ _ ,. - , JAMS BY.• S_E. HUTCH NS, P.E., NORTH CREEK,' NY - Phone r - . , . - Hutchins En' ineerin wwma.tligsafeiye®eery®k.com (518) 745 -0307' . _ - _. . 11.1- -11 1-11-1 -11,11.1111 .,:_.....,.... ... ..,. , . , ­. -,--1 _ -1 -1 _... __. _...,_- _'_ -._,..-.._ _ ..,. -..,.,. a ,. . _,.,..�,,. � _..�.,.��.. -. ..... .... ....... ..... ... .. ..... ... . 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I .,"'1 to 1 , . �` ® r NECT(2)FORCE MAINS ' F ' c M t» �' ® ��/ ;.�' s '� \\\ W/SWEEP wYES , k, t E'; N 1 sJ y %, ,�,_ NATURAL � ,! ®_ �, .I BOULDERS . - .� � ) C.n. - I i l � `'" r �, ® '®',, - 311 �g I ExrST.125aAL 4. ;•' tie k=. s \ PRECAST CONCRETE a` _ ® r ' '� ® _ ® '' ryY i SEPTIC TANK x:: "` ; 1k1 f € , . •%,w lf: ® .� - _® �- \ -EXIST.1000 GA t ',.-, ?, ' I'. , t _ I . i v . ® I PRECAST CONCRETE 11 iia `'g # - ,r ® TIC TANK , I_ 1 (� ` .�' SEP 1 I 0 j:" ,� ,� ® _ - - /�'1 /--EXIST 2" 1...:" :7-1� _ � 1 - - FORCE MAIN 1 PROP.2 HDPE SDR 9 1 � j) / \ 1 SITE LOCATION - LOCATI N MAP FORCE MAIN,2 MIIU.COVER, � " - -; �. / PROVIDE POSITIVE X00 � ® l $� DRAINBACK TO PDMS ST,4TI�N ti - 3 l - O �V 500 CAL h - "� PRECAST CONCRETE .N 1 3 / PUMP STATION ;y ��O a EXIST.(3)ABSORPTION W/SIMPLEX PUMP. " M ^`o ASPI�AL BEDS @ 5'x 32'TO BE \� '/ / ^ 1 " ^� �° MAINTAINED I a - , _ / }��`�' / Exrsr.DIST.Box " LL 4 PA V !V 1 S � PROP,looa G4L n �_\��' /, To BE MAINTAINED - . - t.. FM FM F FM� - ' - I - SEPTIC TANK O i / - - -. _ - - , �'1 s FM{ FM "" FM.. .. .. _ - .. PROP,500 GAL ! !i!! R - - - , - . - - F: - - - - ,.° 376 FM�d FM' FM PUMP STATION '' ! ! y \ 1000 GAL FM FM---F`" .. _ "- 3 q PRECAST CONCRETE 2 . SEPTIC TANK a, HOUSE ! ' 2 2' PROP. / TOP OF TANK 373.2± .t 3 k SEWER ! iii �� . ��_ .IPR®P. p, C r c.n.��s-�\® ASP..PAVEMENT ..... 4 / �,✓� \ O o� /�s °\l ...... ... ... / / // ®' _. Vie._.. \\ - \ _ _ _ - -r 1 / �' /' x a A PHALT 5 \a _ -.1 Fn AVE NT VllA A WA 1� Y 7�I M DEIGN '— } ,C- '-\\ I \\ - \% I 1p v-\\�......... GRAVEL ... ....... i EXISTING 3-BEDROOM HOUSE- PER TOWN OF QUEENSBURY RECORDS �\\\ I 'b�"A0 �' �e, . ¢ . .. ..... . 1-BEDROOM LOFT IN NEW GARAGE I ° _4 \ ter 4.,PVC SDR-35- \ .. R®CKY" EFFLUENT SEWER '��\ X\\ SHORE ROAD PREVIOUS REPLACEMENT SYSTEM INSTALLED IN 2008 'NAS \\\ I �� \ ,,j8 e\ - 4' t=vC BCH- a \\ ,:` — \\ y I " DESIGNED TO 4-BEDROOM RESIDENCE \ U� �0 \ r HOUSE SEWER \�\ (� i\ :. .. _ ; , �, A - WATER SAVING FIXTURES \\\ I \\ I. I - °\ \� I -�,I./_\,-.�-.I�-.­11I.�I�I I���I.��­�.I]��I���..I;I�II1i1..i�II���t��...(Ii��I,�I�i� 1i I 1��,IIi_I.i1 tI. 1 (1.6 GPF MAX. FLUSH, 3.0 GPM MAX. FAUCETS ° " ) \I .. .. 1 S =%-,"­:�:-\:\ .­­.._j.­� 1/11.\Nm`,_-�LS..16I..1I.IB+/W,."�I,'_-I.,,'��I.I"I,-1zI l/-_I'iI­.:,;_I,_I,,7�/�_'I1,.11I-­­��„,,,,',M4 II \\l:: m::- \ - DESIGN FLOW FOR NEW GARAGE - 110 GPD/BEDROOM _ - - ” _.w \ - . - " - " �­.`.I I'I1-�_"�I.��"..�,.��."1�_.\."_I-E,-,11-L �I'M..E�.�.�.�,.'.-..�0.--.-��1 f._�I/I-I1.�-I R 1\,-I%-(II�--1-.�_I���-�II.-:��.�� .,R,­�..I.-­.-.��d-I-..I A��.\,..-.I '-,J�'1'�-11 1I I'l­A,"I.1�"'�_-"��1,"II�"42'_fr!�'1" I�.I'�1I.1.II.1,,�,�,I,II,,,�II­_.I"�I�I"I�.I1I�.I­"I_��,III,I''—,IRI��1I,-.I NEW GARAGE--DESIGN FLOW - 110 GPD -, : ',oa.�c\, -� \�. . I SEPTIC TANK - 1000 GAL PRECAST CONCRETE , � I - >>" $ . ZED ABSORPTION FIELD \ 3, LEACH FIELD - EXISTING 4-BEDROOM SI \ 1 TO BE MAINTAINED & NEW GARAGE TO BE CONNECTED wa, X\ �� - A3I ,._'; POTABLE WATER SUPPLY - ON-SITE WELL I \\ -A �.i�/ _ - - \\ , . - MAINTAIN 50' WELL TO SEPTIC TANK SETBACK W, ter;' 319 - - f, - " - MAINTAIN 100' WELL TO ABSORPTION FIELD SETBACK �.- 31S " - -I ` / z 0 I. ASPHALT PAVEMENT " I . 3" BINDER OR 18" MINIMUM TRENCH WIDTH iIVA TVVA R 1 M AC CI 1 DUL _ TENNIS 2" BINDER, 1" TOP EC®RD DRAWING_NOTE: \ COURT NN`N���NN����N N SUBBASE, NYSDOT SECTION 304 A REPRESENTATIVE OF OUR OFFICE VISITED THE S1 TE F` - WOVEN STABILIZATION \i",;�: QpT't-� 1 \1 372______ GEORGE 1 \t EXIST.2" FORCEMAIN3 Diamondl � iASn4 ��� POilif /ytANP 09, 1,01€ __ EXIST.(3)AHSORPTION 774 ,CFL, BEDS@S•x32'TOBE — , yr , �� F CIE�iedB1E?� kyi+;'skill MAINTAINEDSZBZS �JL� l 1 511Y EXIST.DIST.BOX TO BE MAINTAINED 37, ��` PROP MANDOLD, !nr ,fr,� '.•' '1 — \\ NECT(2)FORCE RAINS t 1 W,SWEEP WYES INATURAL 7 T / � ),�•�1:: BOULDERS — -- CO. ExrsrLzsDryM I aeautxln-- — --� >•\ •� PRECAST COR CRETE t SEPRC TEXIST.1ANK •,�'�, t PRECASTCONCRETE �!L [ \ SEPTITANK EXIST.2" 1 MAW Q SITELocATIoN LOCATION MAP PROP. / t Q FORCE MAITfi 2'MIN.COVER PROVIDEPOSITIVE DRAINBAOLTOPUMPSTATION/SLID CAL /A t\ IV IfPRECAST CONCRETE ,� �t PUMPSTATION y b EX BE.(3)ABSORTO PTION TION ✓/ \ WISTNFLEXPUMP / "V /^'1 A ^ ASPHALT ,'�' BEDSPMAINIAINIIE ED ETUST.DIST.BOX n ;4 PAVE NT PROP.I000GAL TO BE MAINTAINED SEPTIC TANK r� _ \ PROP.SDOG 376 PPSTATIOH _ PRECASTCONCRETE / SEPTIC YANK N O PROP.HOUSE — OPOFTAHK313.2t T SEINEN O-. 3n PROP. G / \ %=, P.PAVEMENT r Aoxur WASTEWATER SYSTEM DESIGN �� N� ! ? GRAVEL — \ EXISTING 3-BEDROOM HWSE PER TOWN OF OUEENSBURY RECORDS V ( O gyp' W� T ! ROCKY 1-BEDROOM LOFT IN NEW GARAGE 4.0-CSDR•35 �tV ( CCSQ. X ` � ; SHOREROAD \ PREVIOUS REPLACEMENT SYSTEM INSTALLED IN 2008 WAS EFiluENTSEWER 2 l �gUj O� tt`a�3jB DESIGNED TO 4-BEDROOM RESIDENCE 4^Pvcscne0 WATER SAVING FIXTURES NDusE SEWER \2` i O t� a/�' �! �". _• (1.6 GPF MAX FLUSH,3.0 GPM MAK FAUCETS) DESIGN FLOW FOR NEW GARAGE-110 GPD EOROOM �y �' m ♦ ", �' 1r. NEW GARAGE DESIGN FLOW-110 GPD \ \, mC,�y' OA ` / SEPTIC TANK-1000 GAL PRECAST CONCRETE LEACH FIELD-EXISTING 4-BEDROOM SIZED ABSORPTION FIELD \ t"= 316 9� TO BE MAINTAINED&NEW GARAGE TO BE CONNECTED \ ICV q-� Cp Wil_ \ 1N QRZ V� %iso POTABLE WATER SUPPLY-ON-SIVE WELL -MAINTAIN 50'WELL TO SEPTIC TANK SETBACKS_y jyfl -MAINTAIN fop'WELL TO ABSORPTION FIELD SETBACK V�tn / 0 ASPHALT PAVEMENT J'BINDER OR 18'MINIMUM TRENCH WIDTH l ECORD DRAWING NOTE: WASTEWATER SYSTEM SETBACK SCHEDULE TENNIS 2'BINDER, 1'TOP A REPRESENTA7hE OF OUR OFFICE VISITED THE SITE \ COURT SUBBASE,NYSDOT SECTION 304 WRING CONSTRUCTION AND IT IS MY OPINION THAT WOVEN STABILIZATION j. Lb3 y`_! TYPE 7 OR 4,COMPATED 7O PROPERTYLINE HOUSE DRATNAGEDTTCH WATERBODIES DETAILED SITE PLAN FABRIC, TE"GATE EQUAL "3.'•'F�'L• -t2• 95X STD.PROCTOR THE SYSTEM IS INSTALLED IN GENERAL CONFOPMANLE HP-370 TE EQUAL ?7�bT.t uRL WITH THE APPROVED PLAN AND THIS RECORD x- F.. '•y -'..�_'µ.:_.'4 DRAWING SEPTIC TANK 70' 70' 10' S0 SCALE: 1-=10• 4;r-40 - -{ ABSORPTION FIELD GRAPHIC SCALE HOUWER 5-uRt SELECT GRANULAR MATERIAL (TOEOFFILL) 70' 10' 10' 700' 2.5 0 5 10 20 (IOOX PASSING 2-SIEVE) G THOMAS HUTI'XIINS RE ABOVE PIPE&2'BELOW PIPE OVERALL SITE PLAN 5/77/16 (DI��,) SCALE: 1" =JO' 6'YIN GRAPHIC SCALE EXTERIOR ARYL. SEAL CONDUIT BOX SEWER TRENCH DETAIL-ROAD CROSSING 10 D 10 30 60 (0'TA L CONTROL SEAL CON HOU CAS LEL APPROXIMATE WITHjPOLTA PER EXTENSION TO GRADE POLYETHYLENE RES EXTENSION TO GRADE INSTALL CONTROL PANEL W A CERT ALL ELECTRICAL NTS (IN FEET) RECORD DRAWING FlNISII GRADE WITH TAMPER RESISTANT ACCESS COVER IVI7H TAPPER RESISTANT ACCESS COIERi INSPECTION TO BE INSPECTED RI BY A START-UP OF PLICAL y1 INSAECRON AGENCY PRIOR 70 START-UP OF PUMP STATION. 2'45'W/MALE tz•MBL eo FORCE FITTING CONNECT INSTALLATION DATE:TANKS AND PIPING-NOVEMBER 2015 COVER INSTALL FLOAT SWTCHES TO OPERATEPUMP STATION AND STARTUP-MAY 2016 PUMP AND MAINTAIN LEVELS AS WMCATED ___-4'PVC SCH-40 4•Py.0 SOR-35 •'2:• 1/8'PER FOOT - 4'SCH-40 4'SWEEP WYE INSTALLED BY-BBB CONSTRUCTION INLET M'N BALL VALVE IrT0 D-BOX 4'PVC SCH-40 4'CLEAN-OUT MIN 1 IDL VEL OUTLET 4'PLC SDR-35 / TO 6'ABOVE TAX MAP#239.15-1-3 114-PER FOOT INSTALL VALVES AND UMCAN / FINISHED GRADE / SUCH THAT EITHERPULPCAN ALTERATION GI THIS DOCUMENT EXCEPT BY A LICENSED 16' 18 BE ISOLATED AND REMOVED PROFESSIONAL ENGINEER IS A NOTATION OF NYS EDUCATION WAW. YWWITHOUT REQUIRING PIT ENTRY WATERTIR GHT EEVE AND SEAL(11P) 2 ALARM 3'ABOVE'PUMP ON, FLOAT SMTCHES-INSTALL INSIDE 1PUMP PI 000 GAL PRECAST-1' RECAST 'R n PUMP ON MTHOUTTIN PIT LOC47ON ACCESSIBLE ENTRY CONCRETE SEPTIC TANK PUMP STATION NOTES 1 RECORD DRAWING 5/27/2076 __MINIMVU 2X WI M PUMP OFF SEAL ALL TANK OPENINGS WATERTIGHT, 0 ISSUED FO DI R 5 MAXIMUM 4X WDIN IB.YEI PROVIDE AND INSTALL UL LISTED PACKAGED PUMP CONTROL PANEL •, WITH VISUAL AND AUDIBLE ALARM. INSTALL DEMAND DOSE CONTROL FORCE MAIN MANIFOLD AT D-BOX DETAIL No. Revisions Date = PANEL INSIDE Hous£IN ACCESSIBLE LOCATION. FORCE &DETAILED WASTEWATER SITE PLAN SEPTIC TANK NOTES NTS 500 GALLOP PRECAST CONCRETE PUMP STATION INSTALL POWER&CNCE W WIRING TO TuRERgS fli MiH ALARM IN ALL UNITS T OF COMPLY MOH THE REQUIREMENTS OF THE NEW YORK STATE HOUSE IN ACCORDANCE WITH MANUFACTURERS INSlRUCi1OV5 AND prepared WOG DEPARTMENT QU HEALTH AND SHALL BE OF PRECAST CONCRETE AS NATIp`!AL ELECTRIC CODE(MFG)REQUIREMENTS MAP REFERENCES MANUFACTURED 8Y UTORA ENTERPRISES OR EQUIVALENT. BASE SURVEY INFORMATION TAKEN FROM: "MAP OF GARAGE David&Sally Kelly PUMP CONTROL AND FLOAT LEVELS TO BE INSTALLED TO PROVIDE A LOCATION FDR DAVID R. KELLY, M.D. AND SALLY N. KELLY, Dig Safely. ALL STRUCTURES SHAH BE PULED ON FIRM,COMPACT Cl SAND ST GRAVEL BASE 50�LON DOSE. 8 Rocky Shore Rd WHERE EXISTING SSA TO ACHIEVE ARE UNSUITABLE, CRUSHED STONE SHALL BE DARED 2/27/2015, PREPARED BY: DAVID F. BARRASS Town of Queensbury,Warren Count),NY New York PLACED AS NECESSARY TO AOBEVE A STABLE BASE EFFLUENT PUMP TO BE GQUCDS 3885 MODEL WF03L,230V,SINGLE CORINTIi,NY O O.n B.1—Yen D16 PHASE,20 CPM PUMP AT 20 FT ROH OW.KTh.Regwr.e nm. SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL BE OF EXTRA HEAVY Oconnrm trtnWY BesPorn. CONSIRUCTIOM DESIGNED FOR H-20 WHEEL LOADING EXISTING WASTEWATER COMPONENTS TAKEN FROM Drawn:LW9 Checked:GTH Scale:NOTED OOIe:6/11/15 VERIFY EXISTING ELECTRICAL SERVICE PRIOR TO PURCHASING PUMP. 169 HOW d ROOd E3 R.sP.otTM M.rT1. 'WASTEWATER REPLACEMENT PLAN SALLY & DAVID KELLY, Oveensbur NY 17804 13 D1v wWW c... ALL JOINTS MUST BE SEALED W IN BUTYL SEALANT. JOINTS BELOW THE UOUID MD.,'DATED 9/8/2004, LAST REUSED 6/17/2008 PREPARED Y• 29904-01-Sl 800.962.7962 LEVEL MUST BE TESTED BEFORE BACKFILLING ��� hTMsnonueem BY. JAMES E.HUTCH/NS,P.E.,NORTH CREEK,NY Hutchins En meerin (518)745-0307 Phone 9 9 518 745-0308 Fax