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2013-320 -V -t) g201lF;V.,SS13V0 j'1j_ �12804-5902 `51g��G1V. - V des (51g)16 11g2:) 42 Bag Road Queensbu�''t r Bu1lChug 8c CO ° men ou u u�w bevel p 0-V c 0 p4�. ay, Jan Y'� ate 1S p D .�3p32 p20 p2p13p320 Vetvi-"t.umbet by e d°ue as otk tequesteci to b _flO flfl s is to cetti 'to fl15_OOfl1.fl01'flflfl �.as been cpznpletea. 523`1flfl-239 D Supbet: g°cam Sh°re r ,�axNXap 16 �.Y'TosT S F a Board. vocation: SES LY"1RS2 By pxde o Q� Nsgt}RY t• S��,gS F °WN �wheXed as a. licat't: be Occup AO to may entlal nfox�emen� s attuctu gelid &Gode E Iteration e ui�disag oz relieve tile ireetor of B Sep -Dots � Site-?I-A05 � of Cortnpliauce I} 1iaUce With vats by the is certificate fox coma esUlt of aper° sibilit-i s WUanee°f trier of the resp°aes d c°uditi°us eats- pr°peri' °o°ther t L0V ingBoard of App VaK� mgNee I B°ara or ZoU Yla TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20130320 Application Number: A20130320 Tax Map No: 523400-239-015-0001-001-000-0000 Permission is hereby granted to: SEARS FAMILY TRUST For property located at: 3106 STATE ROUTE 9L 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 Value Owner Address: SEARS FAMILY TRUST Septic Alteration Residential JAMES & ELSA SEARS TRUSTEES Total Value 13212 AVENIDA LA VALENCIA POWAY, CA 92064-1908 Contractor or Builder's Name/Address Electrical Inspection Agency MORNING STAR SEPTIC 793-2290 744-8139 107 JEWELL Rd GANSEVOORTNY 12831-0000 Plans&Specifications 2013-320 SEPTIC alterations $40.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Friday,July 18,2014 (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 f &uebu Tht d July 18,2013 SIGNED BY �. for the Town of Queensbury. Director of Building&Code Enforcement Office Use Only Town of Queensbury Building & Codes Received: " Tax Map`fD: SEPTIC DISPOSAL PERMIT Permit No.: — A permit must be obtained before beginning construction Permit Fee: $ D�p� Approvals: Applicant: JAMES T. SEARS Installer/Builder MORNING STAR EXCAVATING Address: 16 ROCKY SHORE ROAD Address 208 JEWELL ROAD LAKE GEORGE NY 12845 GANSEVOORT NY 12831 Phone: (518) 668-5123 Phone (518) 744-8139 Owner: SEARS FAMILY 1980 TRUST Location of Installation 16 ROCKY SHORE ROAD Address: 16 ROCKY SHORE ROAD LAKE GEORGE NY 12845 f� Phone (518) 668-5123 Contact Person for Building&Code Compliance: Day P ok Residence Information: Year Built #of Bedrooms x Gallons per bedroom =Total Daily Flow 1980 or older x 150 = Garbage Grinder installed? NO 1981-1991 x 130 = Spa or Hot Tub Installed? NO 1992-Present 4 x 110 - 440 Parcel Information: Topography X Flat Rolling _Steep Slope %Slope Soil Nature Sand X Loam Clay _Other Groundwater At what depth? 2411 Bedrock/Impervious Material At what depth? >4011 LAKE SUPPLY Domestic Water Supply Municipal _Well(if well,water supply from any septic system absorption is ft.) Percolation Test Rate- 12:00 per minute per inch(Test to be completed by a licensed professional engineer or architect) Proposed System for New Construction: All individual sewage disposal systems must be designed by a licensed professional engineer or architect (unless installed in a Planning Board approved subdivision). Tank size 1,250 gallon(minimum size 1,000 gallons),add 250 gallons to size of septic tank for each garbage grinder,spa or whirlpool tub System Type: Absorption Field(with#2 stone) Total length ft. Each trench X Seepa a Pit S)(with#3 stone) How many? Size? Alternative System Bedorothertype? 15' x 35' BED IN STABILIZED FILL Holding Tank System Total required capacity? Tank size? #of tanks?_ NOTE: 1)Alarm system and associated electrical work must be inspected by a Town approved electrical inspection agency-see Certified Electrical form on Town website; 2) Effective as of March 23, 2006 Septic System-As Built Plot Plan: The Building Department will no longer allow systems to be covered until such time as an As-Built Plot Plan is received and approved by the Building Inspector. The installed system must match the septic system layout on file. There will be no exceptions. For your protection,please note that pursuant to Section 136-29 of the Code of the Town of Queensbury,any permit or approval granted which is based upon or is granted in reliance upon any material misrepresentation or failure to make a material fact or circumstance known by or on behalf of an applicant,shall be void. ✓I have read the regulations with respect to this application and agree to abide by these and all requirements of the Town of Queensbury Sanitary Sewage Disposal Ordinance. j �'^ Print Name: t Q fry r�C[ Date: 7/17/2013 Signature: 0'V� Date: Town of Que n bury Bu din &Codes S ptic Dis osal rmitc S��3518-761-8256 �(5- ,roti Town of Queensbury Building &Code EnforcementG- Office No. (518)761-8256 -�-�M V\vTc._N\Tl� t1) F F\C.-�-_- Septic Inspection Report Inspection request received: t�I fb-12 0� Name: Inspected on: 17—-3c)— \!S— Location: !S—Location: 1 Arrive: p.m. Permit No.. Inspector's 32- Inspector's Initials: C m nts and/or diagram Soil Type: Sand/Loam/Clay Type of Water: Municipal/Well Water Waterline separation distance ft. Well separation distance ft. Other wells: ft. Well Casing Length 50'+/- Y N_N/A [150'to well required if NO] Absorption Field: Total length ft. Length of each trench ft. Depth of trenches ft. Size of Stone Seepage Pits: Number Size: -X — Stone Size: Piping Size Type Building to tank Tank to Distribution Box Distribution Box to Field/Pit Opening Sealed: Y_N 4 End Cap Y_N Inlet/Outlet Pipes&Baffles _Y_N Manholes 12"or less below grade _Y_N [provide extension collar if Yes] Y_N Location/Separations Foundation to tank ft. Foundation to absorption Separation of Pits ft. Conforms as per Plot Plan _ _N Engineer Report and As-Built _N ETU Maintenance Contract provided _Y_N ��J � Location of System on Property: Front Re Left Side Right Side Middle Front Middle Rear S stem Use Stas CC Approved Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved Septic Inspection Report HavyRoad Queensbury, NY 12804 Hutchins Engineering Phone: (518)745-0307 Fax: (518)745-0308 'I December 30, 2015 i DEC 3/ 15 _ i' Mr. John O'Brien , Town of Queensbury Building Department 742 Bay Road Queensbury, NY 12804 Re: 16 Rocky Shore Road; James T. Sears Septic System Replacement Dear John: This office prepared a Septic system replacement design for the referenced residence in 2013. The system consists of a grinder pump station, 1250 gallon septic tank, and 15x35 absorption bed installed in stabilized fill. I visited the site during and at the completion of system installation. I would note that a Liberty PRG series grinder pump in a 500 gallon polyethylene tank was installed instead of the indicated E-One packaged grinder pump. Based upon my inspections and discussions with the installer, Morningstar Septic Service, it is my opinion that the system was installed in general conformance with the attached record drawing. Please contact me if you have any questions or if you require additional information. Best Regards, G. Thomas Hutchins, P.E. wr G.Thomas Hutchins,P.E. i - : - � X1'1 T - , a. *nds cramet ' � Pyr, It� Point MAP SOILS WASTEWATER SYSTEM LACES r - , ., : �°S�i�•. � 1 P OF LANDS OF JOHN P. '& DIANE H. MA-TTHEWS" ' as - MA TEST PITS FOUR _BEDROOM RESIDENCE �� - RS OF t "~ � & McCORMACK.;LAND SURVEYORS TP-1 - 6/10/13 BY T. HUTCH(NS, P.E. "WATER SAVING_ FIXTURES (1.6 GPF MAX. FLUSH, BY COULTER i . GLENS FALLS, NY DATED DECEMBER. 14, . 1995. :STONE GRASS SURFACE .. / 3.0 .GPM MAX. FAUCETS) - 4 _ � . _ ;. , �:` ."' ,• � � 0-8 - TOPSOIL _ '!MAP as - - - - 2. OLD - � - - - •- - - _ -- ! 8-20 - GRAVEL FILL WITH COBBLES & BOULDERS i -DESIGN YSTEM DESIGN FLOW PD 440 GPD ELIZABETH LANDS ROCKLIN C CNV OHN PYED Y &R DIANE 20-25 - ORIGINAL TOPSOIL SEPTIC -TANK =-PROPOSED 1,250 GAL PRECAST CONCRETE - MATTHEWS" BY, COULTER. & McCORMACK '.:-LAND k BROWN SILT & CLAY PUMP STATION - PROPOSED E ONE DH071-61 GRINDER .PUMP SURVEYORS OF GLENS FALLS, NY .DATED SEPTEMBER MOTTLING A T 25" / 9, 1992. I LEACH -FIELD -_ABSORPTION_ BED f DRY, NO WATER `DESIGN PERGOLA_ TION RATE = 1-5 MIN IN FILL MATERIAL -'' G ��< •' " ; ,, - .?>•': . -� �;� TP-2 - 6/10/13 BY T. HUTCHINS, P.E. / ( . ) 3. "TOPOGRAPHIC MAP OF -LANDS OF EVELYN B. WEBER" ` APPLICATION RATE= 0.95, GPD/SF L B UL TER DATED AUGUST .5, •1960. - 0=8" ! - TOPSOIL - BY G ELAN CO - ABSORPTION ,BED AREA , 463 SF _ ;, .�_°° �- ' � � 8-25 - GRAVEL FILL 'WITH COBBLES & BOULDERS a. ' _ ! ° Ptd€ :� ° °�. � �'�' ' .�. . ¢°°°�. �'• _ !! _ ABSORPTION 'BED AREA PROVIDED = 15X35 = 525 SF E 'g" . � �` , � . ,°,,�,,, 25 40 -OLIVE BROWN SILT CLAY LOAM <.. ` � `gig' €� � ";" -POTABLE WATER SUPPLY I S LAKE,SUPPLY i, WA TER ENTRY AT '24'! APPROXIMATE TOE- OF FILL X 9,± TA SEPTIC TANK NOTES -S vlo TEM INS L LA TION.'N TES ALL UNITS SHALL COMPLY WITH ' THE REQUIREMEN T8 OF -THE NE W YORK S TA TE CONSTRUCTION SHALL BE AS SHOWN" ON .THIS -DRA WING AND IN ACCORDANCE W1 TH THE rrl rri DEPARTMENT OF HEALTH AND SHALL BE �01` PRECAST CONCRETE AS MANUFACTURED N.Y.8. DEPARTMENT OF HEALTH ,INDIVIDUAL HOUSEHOLD:SYSTEMS AND. ASTM F481 -BY UTOPIA ENTERPRISES OR EQUIVALENT. INSTALLATION OF�THERMOPLASTIC ,PIPE AND CORRUGATED -,TUBING IN SEPTIC TANK LEACH 3', MIN. TYP. APPROXIMA TE TOP OF FILL FIELDS. ALL STRUCTURES SHALL 13E PLACED ON ,FIRM, COMPACT SAND OR GRAVEL BASE. WHERE EXISTING SOIL CONDITIONS ARE UNSUITABLE, CRUSHED * STONE SHALL BE PRIOR TO EXCAVATION, CONTRACTOR IS TO CON 3' MIN.' TYP. 35' BED LENGTH 3' MIN. 'TYP. TAC,TL'DIG SAFELY-NEW.'YORK TO LOCATE PLACED AS NECESSARY TO ACHIEVE A STABLE BASE. ANY��EXISTING U TILI TIES. % SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL BE OF EXTRA HEAVY TER EXCAVATION OF 15 'X40' ABSORPTION BED TO 'THE DE IPTHS REQUIRED, THE WALLS N -26 WHEEL ,LOADING. AF CONSTRUCTION DESIGNED FOR H j' FLOOR SHALL BE CLEANED AND RAKED IN �ORDER TO L AND O*OSEN SMEARED AREAS OF k EXISTING TANKS TO BE REUSED ARE TO 'BE PUMPED TO VERIFY -THA T ALL SOIL 12.5' WA TER TIGHT. PENETRATIONS AND TANK STRUCTURE ARE _f `AND -FILTER FABR C PLACEMENT OF CRUSHED STONE, PERFORA TED PIPE, I -SHALL -BE AS DISTRIBUTION BOX —"', j(, �Q ALL JOINTS MUST BE SEALED. 2 5 SHOWN AND CARE SHALL BE EXERCISED TO A VOID INCLUSION ,'OF FINE GRAINED'SOILS .AND Irv\ i:�. 1 V� WASTE MATERIAL IN THE STONE AND -PIPE. fi, 15 BED f 1� THE,PIPE SHOULD BE LAID A T THE GRADES INDICA TED, 'MAIN TAINING STRAIGHT CONTINU OUS .......... W/D TH 'I GRADES WITHOUT. SAGS, HUMPS, SEPARA TED J INTS, OR OTHER UNSUITABLE CONDITIONS. .... . ..... PUMP -STATION. NOTES -PIPE, SHALL BE LAID WITH HOLES DOWN IN ALL CASES. OPENINGS WATERTIGHT. 4 PERFORA TED SEAL ALL -TANK, PIPE TYP. �_)r' 5 TYP S ALL 'DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL AND-DIVERT SURFACE RUNOFF V1 UAL V PRO VIDE AND INSTALL UL LISTED PACKAGED PUMP .CONT OL PANEL W1 TH AWAY FROM THE DISPOSAL FIELD. N PANEL .1 SIDE . ...... AND AUDIBLE ALARM. INSTALL CON TROL HOUSE� IN ACCESSIBLE LOCATION. \t DO �NOT -USE HEAVY EQUIPMENT W1 THIN THE ABSORPTION AREA AFTER' PIPING HAS: BEEN 2 5") I � t�- � j �- . �,_ - . �, i -o , I � _ I . . � - I I . I - - : '-INStALLED. -TO CONTR -WITH ALARM IN HOUSE IN t!q NSTALL :POWER l& CONTROL� WIRING OLLER ACCORDANCE WITH NATIONAL ELECTRIC 'CODE :(N.E.C.) 'REQUIREMENTS. THE WASTEWATER TREATMENT SYSTEM IS DESIGNED AND ' APPROVED _43ASED UPON THE SET ALARM LEVEL AS INDICATED. 'INSTALLATION OF WATER CONSERVING FIXTURES,, AND 'A �D ESIGN .'FLOW -OF. 1 10 GP D PER BEDROOM. THE SYSTEM IS NOT DESIGNED TO �ACCOMMODATE, EXTREME . WATER 'USE WATER TR EATMENT EQUIPMENT. LIQUID VOLUME BETWEEN "PUMP.ON",AND UMP �oFr '_Td BE 8± GALLONS. FIXTURES, SUCH AS JACUZZI-TYPE PA TUBS :1'OR THE APPROXIMATE TOP OF FILL 3' MIN. TYP. - -CONSERVING WATER FIXTURES OR:EXTREME WATER USE FIXTURES IS -INSTALLATION OF NON 6 1 ,GRINDER PUMP. PUMP TO BE EJONE DH071 CONTRARY TO THE APPROVAL OF THIS WA S TE WA TER TREA TMEN T S YS TEM. F XISTING ELECTRICAL SERVICE--PRIOR,-70 PURCHASING PUMP. -FOOTING, !GARAGE, CELLAR AND 'SURFAbE"WA�: TIER �DPAINAGE MUST BE�'EXCLUDED VERIFY E ROOF, 9'± X X FROM, THE WASTEWATER SYSTEM. AN ELECTRICAL INSPECTION BY CERTIFIED ,ELECTRICAL INSPECTION AGENCYIS REQUIRED PRIOR 'TO START-UP OF PUMP STATION. ELECTRICAL INSPECTION,SEAL IS :CONSTRUCT DRAINAGE SWALE UPGRADE OF SYSTEM �JN ORDER TO DIVERT SURFACE.RUNOFF TO BE AFFIXED TO PUMP STA TION 'CON TROL 'PANEL. : -,-. rri -AROUND ABSORPTION FIELD. ''APPROXIMATE TOE OF FILL IONS -AT - SYSTEM MA TER TAL SPECIFR FILL ATERIAL NOTES ABSORPT11ON BED PLAN 'HOUSE SEWER PIPE to SYSTEM FILL" MATERIAL PIPING 70 BE 4" SDR-35 OR SCHEDULE 40 P VC. INSTALL WITH 1141, PER FOOT MINIMUM N TS SHALL. BE SAND OR ,SAND Y LOAM WITH IN=PLACE ��,PERCOLATION RATE OF 3-5 MINIINCH. SYSTEM FILL MATERIAL SHALL iBE INSTALLED SLOPE. MIN. 4 5' BED WIDTH 'AS NEEDED TO PROVIDE 3' MINIMUM 'SEPARATION -TO SEASONAL HIGH GROUNDWATER EFFLUENT SEWER PIPE 3' MIN. CHEDULE 40 PVC. INSTA 2. TYP. -AREAS SHALL BEGIN .1.3)�MINIMUM FROM THE EDGE OF --THE PIPING 'PER FOOT- MINIMUM 5' TYP. _4" MIN. TOPSOIL TABLE; TAPER SLOPE. ——---- WITH A MAXIMUM -SLOPE OF 1:3. TEND TO EXISTING GRADE Mx S LL S -ONLY,USABLE FILL M TERIAL X J:3 MAX �AX UNLESS OTHERWISE SPECIFIED, PERFORA TED PIPING TO MEET ASTMF481. 1:3 M� Ju AND TAPER AREAS. MX. ....... 'A X. 3'± SYSTEM 1 r; -1 STONE IS TO, BE :314" 'TO 1-112" WASHED STONE. r i�4 J., I"i51% ." MATERIAL. FILL MATERIAL IS TO BE MECHANICALLY STABILIZED 'WITH TRACKED EQUIPMENT IN 6" FILTER FABRIC FILTER FABRIC TO BE 4.8 OZISY NON-WOVEN -SEPARATION FABRIC.`- t�NCATE. MIRAFI -.140N =i LL7 I i 1-1! 1"!i-i 1 .4 C LIFTS PRIOR TO INSTALLATION OF TRENCHES. 0, 1: INSTALLER -To NO TIFY,ENGINEER ..OF,.,PROPOSED-,.,'SOURCE_,,�L OF USABLE:..-,FILL -MA TERIAL i �7'j F�!;I=;i r -y,',-1s3' MIN. TO SEASONALIp:1- t fw1u.,_ - OR EQUIVALENT. fr -1 f=n LN� FORCEMAIN i,PIPING TO -BE 1-112" SDR-11 HDPE. Ti -.If! Iii 1 ;.��J: t PRIOR TO TRANSPORTING TO'SITE.� HIGH GR'O'UNDWATER.� I)L SO :!7 A,. HIGH BACKFILL MATERIAL . ......... ,771. 4��06�ND WX TER XT 24 FILL REQUIRED TO -PROVIDE COVER OF SEPTC,,TANK AND HOUSE 'SEWER PIPE MAY -WITH PARTICLES GREATER THAN 2". BACKFILL TO BE,GRANULAR BACKFILL MA TERIAL BE NATIVE MATERIAL OR OTHER MATERIAL -WHICH 4S NOT NECESSARILY SYSTEM FILL. EGA TE FILETER FABRIC TOPSOIL �_AREA SEED -MULCH, AND- ESTABLISH SYSTEM FILL MATERIAL 4" PERFORATED PIPE-INSTALLED PLACE_40-I -MINIMUM TOPSOIL OVER EN TIRE BA CkFILL NEAR LEVEL IN BED CONFIGURA TION TURI� E" SECTION ABSORPTION Br:u SEED AND MULCH PES N TS ��`..L81,�DE �LO 3'-.WIDE -LID STRAIN RELIEF CORD J HDPE GASKETED CONNECTOR 35' -BED LENGTH MIN. .3 3' MINI I 2.5, TYP.,. 14 MIN. TOPSOIL -FROM PUMP STATION 6" X-1/7-21 1:3 ......... 17 3 MAX J T - J ........... CKJ SHROUD (HDPE) ............ PROTECTIVE CABLE i ELECTRICAL QUI 3'± SYSTEM .......... X 30" 4AX ".FILL MA TERI DISCONNECT:��.*] .......... A L _4 :,n P .`.-�EXISFING GRA Q y OUICK 'DISCONNECT AS ....... OWERIALARM CABLE 1 L.:j C 170 'FIL TER FABRIC TEN CA TE 14 :1�1.�-HiGH GROU SEASONAL if 1; 6' MINIMUM ND WA TER. ...... ''111 LIONE EQUALIZER 1:7 —4 to RIP,RAP 3 0 7. INtERNAL WEL VENT 2 L RIP-RAP LINE" DITCH DETAIL CAST�BALL t-U 77771� AT 24 771:1. ABSORPTION'BED AGGREGATE 60*4"- FILETER FABRIC N TS ET TO ACCEPT 4.5" �O.D SYSTEM FILL MATERIA 4",�,PERFORATED PIPE INSTALLED �PVC HOUSE SEWER NEAR LEVEL IN BEDt;�CONFIGURAT(Oil R 1.25" DISCHARGE ABSORPTION FIELD PROFILE Q, DRA WING 4 NTS -AUGUST 2013 C 36" INSTALLATION.DATE:JULY x INLET EXTENSION TO GRADE. WITH 41.6 to 26 to D/SCF ARGE ON AR SEPTIC -SUGGESTED: POLYETHYLENE TEE BAFFLE VALVE INSTALLED BY ST TAMPER RESISTAN T_ACCESS ALRM COVER (NON-TRAFFIC AREAS) ,TAX.MAP # 239.15-1-1 18" OF *THIS DOC I UME I NT E I XCEPT BY A ,LICENSED -SIPHON ANTI ALTERATION,, 12"-'MIN.' COVER 14" PR I OFESSIONAL 'ENGINE RJS�A VfOLA TION -OF N YS EDUCA TION LA W. VAL VE E PUMP OFF 12"�MIN. COVER 1-112 to HDPE .1 . 1 �'. 1 �d � 1 -1 DISTRIBUTION BOX FORCEMAIN MIN. SLOPE PER FOOT _�3o' :LIQUID LEVEL 1 4". EFFLUENT SEWER DUAL WAL SEMI-POSITIVE 0 29.5" TRANSITION TO 4" :HDPE-TANK DISPLACEMENT:-TYPE BAFFLE _RS TO -oRECORD DRA WING 12�11�29 15 OUSTSIDE TANK MIN. 27MIN. WA TER T/GH T SL EE VE ASSURE ALL OUTLETS ARE AT EJONE DH071 61 :GRINDER PUMP ASSEMBLY�DE`Tl.IL EXACTLY THE SAME ELEVATION ISSUED FORIPERMI 7116113 & SEAL (TYP.) N TS 2" MIN. DROP� 4"� PVCLSDR-35 SOLID HEADER TO Dot e LIQUID:DEPTH BETWEEN IN VER TS No. PERFORA TED. ABSORPTION FIELD :�3011� MIN. SUBSTITUTION: 500 GALLON POLYETHYLENE PUMP PIPING, 1/8" PER FOOT MIN SLOPE WITH LIBERTY:PRG,'SERIES 'GRINDER PUMP. TANK WASTEWATERr S\ISTEM DETAI 610" MAX. LO parbd for. lMINIMUM 2X WID TH e -T.:,SearS a s MAXIMUM, 4X WID TH J' M 16 Rocky,Shore Road., V19 fel FASa win of Queensbum"Warreh County, NeWY&k New PA York U Ig call Before Yo D' 1,250 GALLON PRECAST CONCRETE SEPTIC TANK Wait The Requir Che' G77-1 e El ed Time Drawn: DAG cked., Scale: �SCALE Dat 611812013 Confirm Utility Response D Respect The Marks 169 Haviland Road, J, N SEPTIC TANK DETAIL El,Dig With Care Queensbury, �NY 12804 29714-01 -S2 iNTS 800-962-7962 (5JI8) ,745-0307 Phon6' www.digsafelynewyork.com Hutchins Engineering (�18), 745-0308 FOX vvn of Queensbury Building & Code Enforcement Office No. (518)761-8256 Septic Inspection Report Inspection request received: Name: S rg Inspected on: . Location: 0 K 1,_ S r R d Arrive: € p.m. .} -a.m. Permit No.: 13 -3 a o Inspector's Initials: l Comments and/or diagram Soil Type: Sand/Loam/Clay Type of Water: Municipal/Well Water Waterline separation distan ft. Well separation distance ft. Other wells: ft. Well Casing Length 50'+/- Y N N/A [150'to well requir if NO] Absorption Field Total length ft. Length of each french I Depth of trenc es 1 ft. kr, Size of Stone Seepage Pitj. Number i (� i Size: x 4 p .. Stone Size: _ Piping Size Type �Fq�:: Building to t nk ,�-� Tank to Distilibution Box t Distribution qox to Field I Pit Opening Se ed: _Y_N � End Cap —Y—N � Inlet/Outlet Pi es&Baffles _Y_N Manholes 12" r less below grade Y_N [provide extens n collar if Yes] IVY—N Location/Separ ions Foundation to tank ft. Foundation to absorption ft. Separation of Pits ft. Conforms as per Plot Fla Y N Engineer Report and As-Built _Y_ ETU Maintenance Contract provided _Y_N Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear System Use Status• pr d artial Approve needs to be re-inspected, please call the Building&Codes Office e Septic Inspection Report -�toe Septic Inspection Report / Office No. 518 761-8256 Date Inspection request received: G��r Queensbury Building &Code Enforcement Arrive: am/pm Depart: am/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: NAME: - PERMIT NO.: LOCATION: c:i✓ S /Z-I VxO.- INSPECT ON: G RECHECK: Comments and/or diagram Soil Type: Sand/ Loam Clay Type of Water: Municipal Well Water Waterline separation distance ft. Well separation distance ft. Other wells: ft. Well Casing Length 50' +/ - Y N N/A [150'b;well required if NO Absorption Field: Total length ft. n Length of each trench ft. �� Depth of trenches ft. Size of Stone �.. Seepage Pits: Number Size: t� Stone Size: t2- VO dov4AN-- Piping Size Type Building to tank Tank to Distribution Box Distribution Box to Field Pit Opening Sealed: Y_N End Ca Y_N Inlet/Outlet Pipes&Baffles N Manholes 12"or less below grade Y—N [provide extension collar if Yes Y N Location/ Separations Foundation to tank ft. Foundation to absorption ft. Separation of Pits Conforms as per Plot Pian _Y N Engineer Report and As-Built Y N ETU Maintenance Contract _Y_N provided Location of System on Property: Front &;I Left Side Right Side Middle Front Middle Rear System Use Status, Approved Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved L:\Pam Whiting\2010\13uilding Codes Forms\Inspecdon Forms\Septic Inspection Report;-03 2910.doc Septic Inspection Report Office No. (518) 761-8256 Date Insion request received: Queensbury Building&Code Enforcement Arrive: -i am/p Depart: am/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: _ NAME: S PERMIT NO.: 13(�� L3l� LOCATION: �! {'� INSPECT ON: RECHECK: Comments and/or diagram Soil Type: Sand/ Loam/Clay Type of Water: Municipal/Well Water Waterline separation distance ft. Well separation distance ft. Other wells: ft. Well Casing Length 50' +/ - Y N N/A 150'to well required if NO Absorption Field: Total length ft. Length of each trench ft. Depth of trenches ft. Size of Stone y� �+,�� n- See a e Pits: Number ller' p" Size: x e�- �,.ee. Si le itv Stone Size: e^�� Pipinc j Size Type Building to tanki��r Tank to Distribution Boxer/4 Distribution Box to Field/ Pit Opening Sealed: Y_N End Cap Y_N Inlet/Outlet Pipes&Baffles Y_N Manholes 12"or less below grade _Y_N [provide extension collar if Yes Y N Location/ Separations Foundation to tank ft. Foundation to absorption ft. Separation of Pits ft. Conforms as per Plot Plan _Y_N Engineer Report and As-Built _Y_N ETU Maintenance Contract Y_ N provided Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear System Use Status: Approved Partial Approved and needs to be re-inspected, please call the Building&Codes Office Disapproved L:\Pam Whiting\2010\Building Codes Forms\Inspection Forms\Septic Inspection Report03 2910.doc i f: J •f 'dei•:::�., - .E�nYr E - gy��y „y£9 �'•S o '1 uii ul pw4 11-D F'Y d. .y 1, .. . .,,, a% ,. .. ,. .c _ .. '+d��A�tli+tl , ..__ ..,....... ... .... ) ..,_ �.'.• <trC[s,Si3'>,:� °-: - .r7 .0 e,.. <,„r,y>.;,v..,,.. ° : ,>�• <e .i 5.<.` •.+-� ,.d. -:,1." •tji",vi.f`y:.'<,.'r`-. __ ,.., -.., z+.. .,"...et .. i < „x!'\ ,.."x=.:`.,>..C.Y.,.,.,:��.,. aUri ray•., <f, t.1::a 5... _y» s. `z z a=.<c i tom' P` r. � t� �+ t B :v r' w .a, t_ a� jyI� ,z. _ EFERENCES MAP R _ E IL DATA !f S SOILS.� WASTEWATER TE Y S EWA R S STEM DESIGN a'P Y�S> V 0 P DIANE H. MATTHEW OF ADS OF JOHN & IA , 1. MAP LANDS to TEST PITS 0 FUR BEDROOM RESIDENCE r-� s:. McCORMACK LAND SURVEYORS OF_ BY COULTER & TP 1 0 13 BY T N P.E. - ,.,. +.,,..,,,:,.,:° ,. „r.. �.. .<:.... ,..:... .. ... ........ .:�., .: ,-s<..� 1,,. ..: < -.. ..,<,.r<._.<w r..,o<s.:o,,r,,,<, ,.a..,�•,i.:^.=:;i�;;` ,r. .:zt<'� �a _ r< v":,, <>,,r^:•,ti-,>._ ,:>,..,< ,_ >.,..<..,=x. <.. :..,..,:,_. . ,.:,.,rF _.,:,,: _t.,.. ......„;.,..,r,£.,..:, ;, y 6/1 / WATER SAVING FIXTURES i.6 GPF MAX. FLUSH _._._.. ,_<, ,Mx. .. ..,,, _>... .,..,.... _,--.='...<. .. „ , ._...< ,_.�,:_.... ,<•,,,_:..t.-<. .<.�s, .,,....•__..,.;:.<,_�:;::,'..;_.,_..�.:',+- ,�:`< �>J-_: LL NY T DECEMBER A 1995. p,.v....<.... ,i< f „_�..-.r.7'...,..•,•,..,...... a .....e.fi,r.... .. i. ..tr••- ..: .., 3.0 GPM MAX. FAUCETS -— „ STONE/GRASS SURF GLENS FA DATED DE ER 1 _ r ,• L'. 0-8 TOPSOIL - ._-.- P j 4 DESIGN FLOW — i DB R M 0 CONVEYED ODE. & -:a -r- M` 2. MAP OF LANDS T BE 0 YED BY HAROLD u — - COBBLES & BOULDERS 8 20 GRAVEL FILL WITH SYSTEM DESIGN FLOW 440 GPD ELIZABETH J ROCKLIN TO JOHN P & DIANE H _., . s,.'.-+:,.. . ,.:• :r.:<><-; '::=.:s.,».:.:=r;;.»,... ,,.:.. ..,_.:. .... <.r.,,,_.:,..r._ :3. .,,,.:.r.. _,,.,.:..:..,.. 2r, ..” 20-25 ORIGINAL TOPSOIL » ,,,,:-0f:.,:•_:.:,,.....r��-_:.;,,..., .,, s :.., >_„ --�..,...,... : : — McCORMACK LAND SEPTIC. TANK PROPOSED" 1 250 GAL PRE.-CAST CONCRETE` MATTHEWS BY COULTER & <r`..: . ., .:f :.. ..�,4." .,,F i :-r>•..t t,pa s,Y:�•.><: .,w.: ..,,Z),- i.. _ _ ,,:`,'�;'h-"..",<- — , - _x:iri'.?:.".... ,_.,,::'.+.,.`r•;::">, �. .,_.-,ea•'-'.i. ..':,;t•,r, •i :':t<.-.•e:. .- <'.�:�<,,',.,^�<` ,,...,:.,.,, x..,.....,..•-41.s>.•ee•i.,"<,i:..af.'ir.:-'`:...:"�T:l^ r > w,>ro.- ^P,t'>, - ..,, ..:..."lr., ,..,.,..:,.','.:. ,:,.,. r".., „A,.:..,,,: : <.r._ »,<:. <.:_.,,. ,..,,:., ,e.:•..,.._.,.>,. _. , 25-38" OLIVE BROWN SILT & CLAY .:.......... .t .:.:..:;.,..,:...:., ., :..<,x;..-.F:.>.:,.<..,,:,t...> , ,•.I,, :'<'.xa._. :.;.,.,<.,,.. ;,.,,.... M- -�„ _ SOF GLEN FALL N DATED SEPTEMBER aE H07�-6 GRINDER PUMP SURVEYOR S S, Y R ;:. PUMP STATION PROPOSED E ON D 1 'G MOTTLING AT 25 1992. f a>. s-+ LEACH FIELD ABSORPTION ED :SF'i .'4'•• .3` DRY NO WA ER , ...<.:..-•.,,.,,,,;.;r.;;...�.::::.:„,..:`..a,."`.".�.::'.::.:. .::.,<.r.!.i;r,., .,:"r.:.�.:'.;r.',r.:�:::>:::.,,x,.,,:v,-_,�><:r`:>:l.;r,•s..:`•::.., �✓•.-a<:^-,.. .,.. _..,.h.rnef,,,..,,...,. ,. :-v:.,;..,.Z�., IGN PERCOLATION RATE 1-5 MN IN FILL MATERIAL _� < . ... . «. , ....,.,.,_-.,.,w• ,:<'::,._,..<, ., ., .....: .....::..("':._,. . : . : .,.,. ::,rt.,.:r,,� ,.,�':::-,-.�;�,..:;:r:;_'°:��',..>:'a. � TP-2 6 10 13 BY T. HUTC INS P.E.P H 3. BER / / / ( TOPOGRAPHIC MAP OF LANDS OF EVELYN B WE :,.::.,•:..,, :".^'c:..',.:<,f:7.,<.. er,:.. aa,- xe L,::.,.. ,,,F�.,>.!,..<..:t,.:_.":.,: ^,<:".,.,,E.a•..}:,:lf:':vr:3;,..:.. "({,... J > - :::'r";-.,.... ...,.r.. — — BY GLENN B. COULTER DATED G 1960. �., 'filxj' -.�= _;��' � d= `��; -�y-•°``A_ r� 0 8 TOPSOIL APPLICATION RATE 0 95 GPD/SF TER AUGUST 5, E� 1) 8 25 GRAVEL FILL WITH COBBLES & BOULDERS ABSORPTION BED AREA REQUIRED ''463 SF y )) f ABSORPTION BED AREA PROVIDED =:15'X35' 525 SF R 25-40" OLIVE BROWN SIL CLAY LOAM 5 i.•` 3 JJ ...<,, ` ' c POTABLE WATERS L IS LAKE SUPPLY w, SUPPLY Y a- WA TER ENTRY A T 2 J: �^ t 'i "b ! _ TP- ''�•. ;. 3 6110113 S BY T UTCH(N P.E. y f. WOODS COVER s,. r -1.. d -i� x • tits, l x _ - .Y- <� t'ai`'y , 1a 0 14 TOPSOIL LOAM - _ —38 OLIVE SL & CLAY DAM , 14 L E BROWN SILT L b j 1 OT LNG AT 2 °� •a� �, T 2 =t M < r;v , »f, P.. f. 8 <+� _ ROOTS TO 27 rr 'x.a. t.. .P^ e u f'-- 7. xt- e'ra .f PRESUMED S NAL H GH WATER ABLE AT xz:r. SEASONAL I T 2 r .,.Y Y i - ,.z. .F.F.F, g: •$°�., � .;•:.>r,+,"�=x� - C:` ^., .. PERCOLATION TESTS C, a / PT 1 ,.. ��.. 10 13 BY T. TC NSP.E. p 6 HU HI P f y f I p tX• !P 5 j3{ - STABILIZEDPERCOLATIONRATE. 1 PER ! - RA 12 MN INCH -• 'h t t q , { S< ,t ' N cz ,- , ° '.*.,:: t .. y. � ..,.,, .J' �,�a'�.--.,•, :�r':'�>,.`r..f.,T�f""� _ },: ._�4.., a-�� - ,..._ .?a:"�': �:a�i .,, _- ...•:,t.<- �'�'s�s - LOCATION MAP SITE LOCATION NTS E i / { rrr)py t EXISTING UTILITIES, WATER& EXISTING RELOCATE EXISTING DRAINAGE e 1 PROPANE.FIELD VERIFY DRAINAGE DITCH DITCH TO PROVIDE 20'MIN. LOCATIONS PRIOR TO EXCAVATION SEPARATION TO TOE OF SYSTEM FILL PROPOSED EJONE DHO71-61 _, GRINDER PUMP ASSEMBLY i I � PROPOSED HOUSE SEWER — '�� , th i EXISTING SEEP)GE PIT TO BE PUMPED,BACKFILLED AS -: —PROPOSED 1-1/2"FORCEMAIN NEEDED,Al?4!ABANDONED000, • `'�:�'� a t � —PROPOSED 1-1/2"FORCEM�N STING DRAINAGE ✓� m , \ DITCH TO BE RELOCATED \ REPLACE STONE WALKWAYS A/Z PROPOSED 1,250 GAL.PRECAST T - CONCRETE SEPTIC TANK AND DRIVE AREA UPON ! t _ _ INSTALLATION OF FORCEMAIN w SHED PROPOSED EFFLUENT SEWER / PROPOSED DISTRIBUTION BOX / APPROX. TOP OF FILL APPROX. TOE OF FILL TOWN O F Q v E PROPOSED 15'X35' oBUILDING ABSORPTION BED 525eieed = (, tom; ! " n i O ` Tp- • �: ® TO m . / , / C 'Do 06101 ®LAKES 91 G E 05 GEOR I r 167-20 TAX MAP # 239.15-1-1 6 � I / E i ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL ENGINEER IS A .VIOLATION OF NYS EDUCATION LAW. i WASTEWATER SYSTEM PLAN 0 ISSUED FOR PERMIT 7/16/13 ' SCALE: 1"=20' No. Date WASTEWATER SYSTEM PLAN & DETAILS prepared for: 9 .� �afel . James T. Sears N��YO/'k 16 Rocky Shore Road �C aft Before You og Town of Queensbury, Warren County, New York I. E V+alt The Required Time ILI t;onffrm Utility Response Drawn: DAG Checked: GTH - I Scale: SCALE I Date: 6/18/2013 h I g WRh Care arks 169 Havilond Road 800-962.7962 Queensbury, NY 12804 29714-01-51 wwy.dlgsafelynewyork.com (5 18) 745-0307 Phone Hutchins Engineering (518) 745-0308 Fox � i I I �,;I P I � fAl-,, , I ,�.,q; -�� - -1 - -�i.: ,�_;.� I!;Ll�I I.-1. 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I - . , : .- , I - : I I . : -... .. 1. .. I. .. I I I. . � "I..� I I� I, .1 I I. I I 1.11. I I I I I , i� I I .,,,1, ,,,I�"I,,,,,� , I 11 I�I .I I 1..I I..I I I I "I I I I 11 I �... �1.I .1 11 I 1.I I I.I...,.1 11,.. - ''I I I 1.,�. 1�.11 I I.I.,,.,_".",�.,,- I . , . . -�,...I.1,1.,�.,,.,,"'."I..I I I 11 I I I I I I.I I�11 111.�.. ...11 11 I I I I ......I I I 1.I 11... .,,,, I.1. I..."I.11 I I, I"I I.�..11 I I��...1.I L.I I .I I I I 1. L 11.11, 11 I I.I I I.I I ,"�'._. I. I I.1 I I I�11 I I.....I'll I,", , . I � � � . . i I - �� . - . . - I - I � � -, � . . . � . . - . APPROXIMATE TOE OF FILL . t I I I I . � . � . - � - I I � � I - - - - - - , - - - - - - - - - --- . I . I � . . . . � � I I � . . I . . I : . . I ___ I 1, ____� . I . � . I � � . . � - . ____ i I �' I . � I I I � . - 1; . � � 1. . i . I � I .. . �_, . . I I I . - 1___1 . . . ) � - ! . . � I I I I . - . - . . I 7� - *�� . - - .. � I -I � z � i , � . C4 C4 . I . . . . I I - . � � - -1 3z �z \ . . - . I � - - � . / )!. Dt�, . . � � I I. I . � - . - I . X X 91± . i . I � -I � . 1. I - � S"10TEM INSTALLATION NOTES ! \ t SEPTIC TANK NOTES I � 10 I / r � . / rl-n . rl-n . i . - . I - . . 0 0 1 . . i � � _0 I . � CONSTRUCTION SHALL .BE AS SHOWN ON THIS DRAWING AND IN ACCORDANCE WITH THE -0 rri ALL UNITS SHALL COMPLY WfTH THE REQUIREMENTS OF THE NEW YORK STA TE : . � � F481 r . / rri . \ � �. . DEPARTMENT OF HEALTH AND SHALL BE OF PRECAST CONCRETE AS MANUFACTURED N.Y.S. DEPARTMENT OF HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS AND ASTMI, . . . � . . . I - I . � . I 1, � � . BY UTOPIA ENTERPRISES OR EQUIVALENT. . INSTALLATION OF THERMOPLASTIC PIPE AND CORRUGATED TUBING IN SEPTIC TANK LEACH � � i . � I � � . . - 3' MIN. TYP. \ � : . � -_ . - . . APPROXIMATE TOP OF FILL I . . i . . -.-- - -_ -_ I ---- FIELDS. I - / . � - - - - - - _ . - - 1. I -_ I I -_ ,. - i . � I I - � I I- , �' , * I , ALL STRUCTURES SHALL 13E PLACED ON FIRM, COMPACT SAND OR GRAVEL BASE. i . � - I . . � . L . - \ I I WHERE- EXISTING SOIL CONDITIONS ARE UNSUITABLE, CRUSHED STONE SHALL BE PMOR TO EXCAVATION, CONTRACTOR IS TO CONTACT DIG SAFELY NEW YORK TO LOCATE / 3' MIN. TYP. / T 3 BED LENGTH 3' MIN. TYP. � i � . . I I � � I -PLACED AS NECESSARY TO ACHIEVE A STABLE BASE. . I � I � I � - - I �� - I- � --- . ANY EXISTING UTILITIES. � I . -7 � � __ _.. , " . ".., '� -.! , ,�:"';-,. li'i; . I . I I ., , . . � , � I , . - - �o�, ;�, '. .1, , .1. "' . - - , -,�j '1, -, - , 1, OF 15'X40' ABSORPTION BED TO THE DEPTHS REQUIRED, THE WALLS , �- . - , "�;v',s--,".____, ,,_ ".ji� J: SEP T/C TANKS INSTALLED IN TRAFFIC AREAS SHALL BE OF EXTRA HEA VY .... ..(' . , � � - - " -� . - 11 i?;!�.._ ii"`,..J't,:,-�,-,-.-P'rl...�1�i,!�_�;-�.,:,. j'.;--,-,_ ".�?-!-, 't...,�',,..,,,",.,",,,.,r,"".,�,,,...,,, �1��-_It....J_�,_ .",1, .� - _ - .,:�'. _,��_;_r�__ .,,�,_J�� , , , = "", ,u�* ,�,�': ��")�: L 1'�.. i,�!,.." ?,`,(�-,'�',)),..� i I..".".1s", � _� . � -, `i,-�.,'_�'�."-', - tjj) I.i,*-'-�:, z,."(�`�_- AFTER EXCAVATION ,� "'Q:., J�'. j ", - I fi",-s� i�.�',�-, ;,-",Y,`,..ji,.",':L:" -,�.,,.,,�"-��"-..��:! ,-.�'4,---�, . .J ., .`,�_ I. ,�' - : .1 � _,'-'�-r� ,�. - "`� A � j , - *.`f,�' -,� I - 11- ,` � - '.' ,� - _10, , 1: '. I """, --s- N� I � "' . i _,�, ... :� -,: "_i ,r�:, - -, , " if N, `C-r.�_Pf- "�.,�-`.', 'p,,:;,.,. )�--,;"�,, j';-i'%\. i;�.- `..1�1'11�'�N-.1111 - ,!.-, - ,-.;g.ir -.�i', ...,,�!� TI FOR H-20 WHEEL LOADING. -. , : " `2.5 .�, .:,,, --�, � - � - ir," i - . I 1i � � I.e�'*,*,.,.�'�'�".'-",".-,�'� , ,_ . � 0)" . � . -.,� 11 �-1, ,,�:"�.I",, ; -� . REA . �,, ` : -��,,; - ,:.,e.f k . I � , - ,�.� IN: :� ,1z -.'�� -_1 ,-.� _;11, , � - , � " z, - '. ' - I :. I :-, - .; * - ; ,1�, I 1 ; .i:�' .. � - � -- , , ��-., �,�',1�i AND FLOOR SHALL BE CLEANED AND RAKED IN ORDER TO LOOSEN SMEARED 'A s OF � , - �i-,�'., 1�_`-, ;.i, , '_ , 2 � . :,r , - , ` , �7�,- ;,5 1` . , .��,;",. . :,'.;A - . i, , , - --, I ; I I I" ;,,;,!-:"..;.,� i, I I - �i,�-s ;"v.: , -J-. I--,-,-,..", i-A��! ",;S-,�, .�. � - . ".,�!�,,,��: '.,;�'��".! -;"''1' � , ��1,-� , ,,, f:�-, ,, : I �1. ; ," i t ,Q . . �,)i 1�-!....,,*,":V,11,':.... ............�... _ ............-,.-..� ._ _1 I.......�........ ...-1 .....I.-I.--� . --1._-11......... -. .................I... .. ..------ - .. -- I _IT �,-q � . I . - � . , o'r-�,_,--(��,,��i",'�-.`�.-.J`(.,!!"�- I EXISTING TANKS TO BE REUSED ARE. TO BE PUMPED TO VERIFY THAT ALL SOIL. � . ;e!.;�ji�.;� �s"'t...)!,.'�j,'�,,,�,.,r,.��,,;,,!-.",�,-.,�,�.",.-i-\�- sf`,,.,�,!�_�i'.s',, �",-��-,--,,�",?-�-:,-"E","",��,,-f',,�',�,r�..,�,.,�-*,.�.-'�,.,,;',�',l-�,.;:"�,(..,.:��., i;',,�.j,0,,.-\.. i I . . � , , _,f . ., ,., �,�... I I . I . . 1 12.5' 'f-*, �11�s'�.:."�, �i� V)1,1.,�- 11 1". , .� _,� - "..:�,�.'.�,�l*..-�.'��'..'�.";Ii, , � � -I , � ,� - r - - _4 ; -'.-j."',, ,vs-� f! , � " 11 '."', - , i ' ' � .-.k,;,;",-�,!,;,��'..,-��:;',i "�.1*),."-"',_', PENETRATIONS AND TANK STRUCTURE ARE WA TER T1 GH T. I - � _� ; �-.! t,� s ;."-,: ),__�. !"_): 1. _�,` '-_� _, - � - .1% I—N��, , , - � .,,�,�, ,� ,..,_j� �.,,,!. _Kis� '-j J, , � - � ! ;. , ;-�, M.�\ rv",,,[-,.��,.,R.* !s " ;z_l:� i ;', j�,�-, 1'�"s� 1, - - �� 11-1\�-�.`-.�'�` " _� ',-I% 1-i- I ., �-1, ! - , , ,� ---,-! - - _ , , . ..� " I 1 1 : �--.'�-� ,;`�",`\ )i-.,',�, ��-.,,"�,,.,,��-,��:,..",.,.;�.""..'�,'�..'��--f�, 1� , - ,� ,! ;;".-',' i,;:.`�, PLACEMENT OF CRUSHED. STONE, PERFORATED PIPE AND FILTER FABRIC SHALL BE AS �;1, ;f�_,� -,�I , " " ,,� ., � � -, -,,,t;;- , ..,," 1 �:"---�`O: � I . r I _I �- I� ,� �. '" , - ,�,-, "-e ,,,.-_ ; I � _ ,�,� ; ,j�_.'� >� _,�,�� " ,_ --'Z --, � ,, I I��,",,J 1" .�'"-s��'1' ..,�).j��_',,..,-��',., ., , .,�T. . , � - - - � , ..- .. . , . i,I�� -� , , r.� �� - io_�J'11' �..,��. !,� i , .,'-,�, -� , - ;- ,�..'s� ".-, )�7--� __ - , ., ., " - - DISTRIBUTION BOX : ;,�i , - ,1111, ,.,,,..i;, L. , .-.Jsr�� ,,_,,`.�`,�_Ji . " I I � � ALL JOINTS MUST BE SEALED. SHOWN, AND CARE SHALL BE EXERCISED TO AVOID INCLUSION OF FINE GRAINED SOILS AND ," - �11 Y,-; ,!, _ . ./i\ !, �, F'� � ,, - 'i"*."\ Y�-,", ��',' , ,, ,, �- . - .Is \ , , � I I I _ , I "�A. ��'.�','' �;'.'�""!,��,,,,�- ,�!,*.�"\.. '�'�--..�,,,�?.',,, 1 . "! , 1.�A"_%..'K'n�'_!.��t .,'��. ;'�'�,�.� . 11 ,; . .� � � `��.`O-.�.:�;�, 1 ! . . � . . ,'.�..., ,-�11� � -, ,j .�� ,j; ., , . .,,.".r ...'- . , ;J: , ;�r , . '�. ."s% � - �I : �;,. ,%. W, - i _.. - ,�� . z . - , ,if -�.,"�I"s" �,�� !� WASTE MATERIAL IN THE STONE AND PIPE. . , , 1. , 'i"', ','�, . - - - i� " s-`. ��y '11_�11,�, );..": ,,,;, _� I . " ". - - . . . - I I . , - ,-'-' "I j '1�i, .. � I'll li, ' ' s, � .1 _- _ �": , . ., "'. � . . , , j- ��. "" !.I"'. . . � , i ,,, jil I . f 1 1 . ,�; ! ��_ t- ,�,i .- - ' - . � I , , , 'i * 1_ ' .,,� � . --i �- - i ..-�s,� -,� _,\., - , 1-,,:,�. ,,';-,,',, I;At�,� 1 , i"`, , , . '.1 � '-s'... -, '. 1, 1 i, ir W� `�� '. . '. ")", " I I :, - - '. , , . 11. ��')�, '. � � � . ' 'I � ; ,.,. i . - - .;�.-` 1 -_ . .1\ 1i�i'--i f �:� :- Ji -r---- �, . - I ' .' _� 1 ...:N � _,i "I", �' . " s;,'.i :: -:1 .�. - . I �1 n .�isl �[',:-. .. , , : � � - - ;" � , ri %:;�� - ,;, - ,�.11- t � ; :-! , , -.1, �,,, ,.i, " ' i"`�'sf � " , !. , � - _' 4:" ,�� `%`!� ";, , - - ,,,-�� ;: .. :", .,s , ..-� I, _ " `,�,!. -ED ,, .1 ; ,�* � , � I .�, I w, � - �)il 15' BED I , , . . , " �, I I I I - : I � . �. , . ", I . � .. . ! I; ,__� v I ')"i� ;.�_�_ , THE PIPE SHOULD BE LAID AT THE GRADES INDICA7 MAINTAINING STRAIGHT CONTINUOUS -.1......... .....� ...�....1-_--- -.1. ____1...-.... ... ___..:.-_...1.... I—. _._.-, _. ___-A , � �. 0� I . __ _11-1... ....;..!.., ........... .. ....I I..... _ . ,-. . ....'. , � "' ' ' . .\ . f� ,1_1's'(;�',�;-J". ��. , , ' ' - , ,('r' WIDTH I GRADES WITHOUT SAGS, HUMPS, SEPARATED JOINTS, OR OTHER UNSUITABLE CONDITIONS. ;( � - , , .0 , . %11,�., ,,, ., , J .� .,r,."-.,(�,�:.�".,(,..,I��.;��,'-"��.�.,�!��,,.-'��.,,;'.�'tr--;�,�i'.,��',.T�,�,,,"'-��.,,,�.�,f��,i-�.,�i.�""r-�l;,,,�',(�!��-,,',-'�. -._,.-.. ;s ._ -_,,jJs_,s,- - ). V�,�!. ,: ," C,,%, -,, _ �� ,, , �,', ljll,�. , , . - � � _ ��. PUMP STATION NOTES I - _ , t -�_,' `� � - . I -I . " , - , j � ` 4� , ' ' * ...�. , - - - - .-_N. 11 . ' ' , IF � -% 1; - , fr,-",! ,-"�,?,;�"t�"!.',�-�,.�,��"",��,.,f-�"i-l�-�,;"i.� ii ... . . ) %-P, - ,,,, .." .,�-,,.�.-'�..,��,'-'�,'�-�;-.";;(�;�', i'�)'_�T . ,��, I ' '. -i s.- !'�;*,� i J,!, _� _j, . 1 --u"'.- . __, , _)" ',,� i��: �''' . �" ,__t,�f. � , _ , . ,- -� - I - _"!,�%,`., 1.,�, -, _ ,i-f ,�_'.1, ,1_,i, i_- -1.11-., ;, ,-.:, -�..'�" , , - % " - , . ; - - - , - , -1 .� i "" _., -.,i7s`,,, J`,o---.'.!-%s ': , ;,, ; i� -..,;-*' . - . � - - - . _ . . . i �� ,_,, .,... PIPE SHALL BE LAID WITH HOLES DOWN IN ALL CASES. . ' j - P,�� ii,_�. .,. .�_�'.1�ii";t", ,. . . I :."� .!.%,,,s rv-'.." f,i,� P5.,,,, j,--..."-, ,"�,,��,_,/ N _�f,,.;�-' - :i:-�, . ,; -"T,;� 9 _;",p .. tzv: ,;"� - v;`, .,I - - , -I . _ i � - 'el"I"';i ,�:�,": �`,',,.,1: ; -- , - - "f. i�'�,� . �j __,�� _�,�,,�.r' _11'��' -.!��:,,,e, I 'I ,:, J! , , �:��_�! ' -,��` .,",.i .:r!:�, -- I ,.'� !-,-,.Ij ` . � � . I - ,", ..- t)1""; , t . ,. .:�,, , �`�-;�. ',,.� �,:,, SEAL ALL TANK OPENINGS WATERTIGHT. � I . .1, ,,.1, 1� , -�,.:� i-�-,��-�,,"-.�.1,,��,, ,z-�l,�,��.,-"",,. ,.,.j,"r:�1.4,11'-'-'I."- . - I I - :,�,�i" - _ v , , � � , .�,� . - 4" PERFORA TED ; ,-, �,,��,',�� "ws - j .1 ZJ: , . ��%�� 1, : j:;-- , ls�� I , ;� )" ;. ,.,-_j--", - _ , ,t,. , _ " , I ,� ,,, " �. __ - - _ \�...F : ' : �. . . �� ,. , -1 :... ,''i 2 . ; _ . � t � � --,� "', - - j ;. : '. is s. r - . I - , . � ?i_'�, i-,:�, . � � , "..... - , I- - ;�; ; , ',I sf."kise.. Jr,11.1\, , " ,,�ss,',_ J`�--:,�.,\_i?, . _ . " N ,_ i -�t , - . 11_s _ , , A _ . i" 7 ,�� ', , - -�;�, i - " , - ,,, ,rs',_ P�_e _ :..�,,i, � - , ;;, I - ,,-s,.-.- . .'! ,, .: - , ..� i�1 ' '! _�, ,� _. . - I C., - FACE RUNOFF 1 '. . -, . . 11 ... .. 1-1`1 ._�, . ; � . �_ 'n.,*%J ..� -, ." ..,jr, ..,1, ,� 1� i ,.�,N! !."-- . - __ ,� .�;, , ,, ��!\\.,��!].,;' --;, . - . PIPE TYP. , ' ' i,,. , ': _�-.i)]I I I '! .1:^",1!-, ; , -�s� s-- -.----� ,'. .. I I " .. - ��.ij -,�1,j.,,:�:,�,.,�-,_,,. � ... - . � � a ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL AND DIVERT SUR - . ;, ��:�__ �� '. _ �:,. i. ; :. _i; 1. ; . PROVIDE AND INSTALL UL LISTED PACKAGED PUMP CONTROL PANEL WITH VISUAL � . � ,:- I., % - . I . - , '! . ., -, .- - ,"'L- .1 . t.Jr ` -If � 13 :- - � : I . v I ' , , r s, I :�� i , -1 _'. ..", �i, - ��. - - .'� , ' AWAY FROM THE DISPOSAL FIELD. � , . 11 I . - . I " , , - . . , - , . i . . .1i ... ..�,�i �i", , si� , , I . ;. � ` �, k.r�e .,;' ' '. . I * "�i '': �_;;, _ 1 . � .; - ,i . _: . . �": -1- � -1 . � I il. V�_,X' .L-1;� ., . .�.�1' 7?�:sl.: .f',i,,�ji, Is ii l ,;� ,�.-�jis.r t ,'.,. .1; ." - INSIDE HOUSE IN ACCESSIBLE . . i � - - . , � .t� I— ,. I J z�.. \.j �, - ,�'!` '�` i, I ,,,� , , .� -;-"� I 1,",Is I I 1�' �: -. .1 � . . i AND AUDIBLE ALARM. . I , )'(�;,.,". , � - 1' '. z .- - �:; INSTALL CONTROL PANEL r � �, �,�Z�. ,�,!� L'.," _ 1, . i I 1, ; s. . I . I c_ - � - - ..,, �.,�� ,,I ,_ z , , , � . .1..-3 1 �:�k N. ,:;_ . . I . � I � . . . . 'r*1,-:Q��>1 j",_;_4! --- .--_____ �-.1. ....--1- .- .. I-__....- ... _-� .... ," *,, I I - . I - I � , I * - ." - , ,11", . , ii,)-,,..�,�',-'�� ,.!/;,��;_,�.�.-��. - LOCA TION. . , .1� , , ;�_1_0-11_ j,f7L, -�� . :,! , �'; , � I -- \ I (,.:�-t;�,,-,�""l��.-,-"��,r",.,��,1".,.�,%. , , I. � , ��_�� Z; � I . � ,li, 's " _z!,��a _".f's.. ," - I .�i ir , \ _! , . ii;,."'_ ��!'_ �!,,\.. 1�1........�sj�._�i.,f.�___--?,-",, , ,, ,-- ,f" Z;�. ' - '" , , s,,_ ;�,,- , ,,,-.'� `)', PIPING HAS BEEN - ,�,,__,,,' 'j".1,��r,_'�",."'.,', I .. '... F�.,, Y ,�_ , . DO NOT USE HEAVY EQUIPMENT WITHIN THE ABSORPTION AREA AFTER r � ::', . _ ,'�;! ,- �-.,.-;, ,�,,�', r;�,_`�,,� -i�V,�Z' "`,.' ."", I il-, f "*f�i,.',�---',.,',�",.�,,.,�,*�.,,,,*�"*"."� � _ , _ . ,111'.j, , - , 1�, 11� . ,, , , ,_. � �r ��_,� ��i ''-� j;\s_'i` .._;i: . I I , , ,<� ),-,-�� -.,-,t 1(1'-� 1_1;.: ,"i, _i��,'�,_Qi t."s ___ �. 1'� ,� -11 : ., - . '! . � , , 11 . ; . I 1, , �� ,I : , J ;� !f":�� :s^- !.`�. ,�� ..., , - , , i , � " . �_r I- , . .2.5)��" ' N� "-;:-' I.,"r " , * � , , : ,-:'[ I 'i � � i . - , , ; - - ;! - . IN '�', . . -�," ` -" .1 . "" � " ...�. PL,, i�, � ..'' - ,',�.J;-,-,� " , -,.� . . � : . ,- , I WITH ALARM IN HOUSE IN INSTALLED. f;i� �'l .", ,,� , �;,, .K_ .�_ i: � �� . . I - ;:!"s., I 1: !.Or ,.- � _Jil, lr;�N. _ 11�'!;�...1�0e',�r, �jl , ' . . 1. INSTALL POWER. & CONTROL WIRING TO CONTROLLER -"'�' r�' &_ �" t�0�'!JV'�; ,,:,,:'�' r.,Z, ,,,�y,,l _,�.f.j ... 2. �_�,� 1 , ., � ;r - >, . 11 I -` -� �- - f." "l-, � -1 .� ! : i . � � "I *- - , ." -\ �� _ '�S' ! . ,�_�, . -,jl,��"',.;.:�"4's_k,. ". .-, , .- '. t ; �.�, . I I 1! . . ,A. I .LT', , j; , eL i, � ACCORDANCE WITH NATIONAL ELECTRIC CODE (N.E.C.) REQUIREMENTS. I I t I � -i ,;>__ .. ,* -�-, -i�':.`: �'\',*......\�,�:i -- , - -I '';� 4"'6" '. .- -,-,i , ,---; ! - �; .4 .. ; �,�-� - , - . ._� , .� %�', -" J, � _1 � � -- .;_ .."..'o." _,,!� Zj" . �, ".. . , .,� - . - .. , . 11 . ! . � - I - . -, �r: I . I I I I I THE WASTEWATER TREATMENT SYSTEM IS DESIGNED AND APPROVED BASED UPON THE I - I . � I . , - - . I - . I . . . I 1A, SET ALARM LEVEL AS INDICATED. INSTALLATION OF WATER CONSERVING �FIXTURES AND A DESIGN FLOW OF110 GPD PER I I ' - . . � - � \I . __�_ I/ - I . . BEDROOM. THE SYSTEM IS NOT DESIGNED TO ACCOMMODATE EXTREME .WATER USE � I - I I . �____ - - - - - _- - - - - - - - - . . � � LIQUID VOLUME BETWEEN "PUMP ON" AND "PUMP OFF" TO,BE 8± GALLONS. - - TMENT -EQUIPMENT THE I � i APPROXIMATE TOP OF FILL � � . I . I � I - I � . . � I �. 3' MIN. TYP. - / I . . � INSTALLATION OF NON-CONSERVING WATER FIXTURES OR EXTREME WATER USE FIXTURES IS - \ � . I . ER TREATMENT SYSTEM. - 1 -61 GRINDER PUMP. . � . - . I � - � � PUMP TO BE EJONE DHO71 CONTRARY TO THE APPROVAL OF THIS WASTEWA7 . - I . . :_� � i . i� . / - I I . � I � . . . ! . .1 � . . _. - � - . . \ C4 i I I VERIFY EXISTING ELECTRICAL SERVICE PRIOR TO PURCHASING PUMP. � I . � I .. . . . i I . 11 EXCLUDED I . :_;!, I i�: � � ROOF, FOOTING, GARAGE, CELLAR AND SURFACE WATER DRAINAGE MUST BE - . � 91± - >� I I >1 . / I . . � - � - 11 . . I � - \ X . ! X FROM THE WASTEWATER SYSTEM. . . , � AN ELECTRICAL INSPECTION BY CERTIFIED ELECTRICAL INSPECTION AGENCY IS � . I � I k I 1- 1 _1 r . � P � P REQUIRED PRIOR TO START-UP OF PUMP STATION. ELECTRICAL INSPECTION SEAL IS � - . \ 0 - i . 0 / . ,� CONSTRUCT DRAINAGE SWALE UPGRADE OF SYSTEM IN ORDER TO DIVERT SURFACERUNOFF I . � . - -0 ! U . � � TO BE AFFIXED TO PUMP STATION CONTROL PANEL.' � I - i I rri I - � . ,Irri � I I 1--.1, I I I NI-1 I I � � I . � . AROUND ABSORPTION FIELD. . � I I . � �� - �� I I i . . '1-1 � I . �,I . . I . . : . � " . . I - , i ___� .. I I - . I - . . . ____ 11 I � I I . I �, ___ - .- - - - r i - - - - - - - ___ I I . : . I I - . i - . APPROXIMATE TOE OF FILL � I � 11 SYSTEM MATERIAL SPECIFICATIONS 1 . I i - I . � i : . . I FTI L MA TER TA L NOTES - 10 . � -_ . I I - I � � . - . . . -_ .&I 11 HOUSE SEWER PIPE � I I . . � - ABSORPTUON BED PLAN � � "SYSTEM FILL" MATERIAL SHALL BE SAND -PLACE . � � . . I ' I . I N TS . . I I .- OR SANDY LOAM WITH IN � PIPING TO 13E 4"I-SDR-35 OR SCHEDULE 40 PVCi INSTALL WITH 114" PER FOOT MINIMUM I - . I I I I I ... . I li� PERCOLATION RATE OF 3-5 MINIINCH. SYSTEM FILL MATERIAL SHALL BE INSTALLED SLOPE. . . . . I � . - : I I I I I TO SEASONAL HIGH GROUNDWATER EFFLUENT SEWER PIPE � - 3' MIN. ' - - 5'�BED WIDTH - � 1 3' MIN. I � 1� AS NEEDED TO PROVIDE 3' MINIMUM SEPARATION I - 1� i - I : : I ,�� TABLE. TAPER AREAS SHALL BEGIN 3' MINIMUM FROM THE EDGE OF THE PIPING TO BE 4" SOR-35 OR SCHEDULE 40 PVC. INSTALL MTH 118" PER FOOT MINIMUM � � � 6" --- ;2.5' TYP. I - 5) TYP. I 1 - - I : 1 4" MIN. � TOPSOIL----,,-- .,_. :: . � 1� . SLOPE. I . � � � . . I I. __ i -- ' ' ` , - 11 ABSORPTION BED AND EXTEND TO EXISTING GRADE WITH A MAXIMUM SLOPE OF 1:3. , ABSORPTION BED PERFORATED PIPE 1, . '''',"'', ` >,\\ \ � �>,V,� �/,7,i,/,\ Xv,� 11 ,�-;,; - . n F ', , ``,�77T ,.,-'L1�.,�- i �'_g:, ,,_�� nyzgyni�\�g�\ ��';?.�� , ._ iI;,..-."G, _� I THE ABSORPTION BED � . - , , - , - --- �!�.-q:.Z�;,'S�'4 � � , ..;,�. -* ,� - M , '� `\� ."�N�.it �;", ONLY USABLE FILL MATERIAL SHALL BE INSTALLED BENEATH !:` :; ... - ............:"",""""!"""Ill""I'll""I'""'ll,"'I��` . ,1''I I.......... - .15 %,.-11�.,� - M "i�;,.", , M , ,, . � "I ;,-� ?�;.,t;,,,�- ,----�� ...:- .-:,.z _;..."_ _..� , �! ! I � .� �_�,�_11:t_ Rl_:�� 2 ; -4 � � z -X,.i: ."� .,� �� 8� - " s';�.u�... -,,-- .�z,_ .. , '.1'�_." ,U _ .t ��,_" 11, I I R ,_ _` 1:3 MAX � UNLESS OTHERWISE SPECIFIED, PERFORATED PIPING TO MEET ASTM F481. � " , � * � � � Z. Z�, �: 1:3 MAX - � " -"-30- ", . . . . _.. - _ ., .� I . '. - ". - __ 1'�r�-,"�� lj7, ",_�- 11 " - .. - 4 A-!,'1;1?16:., -, - ,��, . ,-,.�-,_ -* --l-', .!. AND TA - 1. � " ��_�51 .1 - I I - i`L�:."` , , ," , - .�,i , , ABSORPTION BED AGGREGATE � :: elZlov .. - - ': ," �, '1,6,�r-� ,�, . _', �,�,, -,;�, .-' � L PER AREAS. . , 1� ..I '�``, _ �,_,_ :. �� - ,v '�. -; J,_ , , "' , - .�.; 5:)_`f;� , -A. '�- -�;.!- ..,t �, . " -� 1� .. , '. .-;24. � , . .. , . 5 . - _1� - � - WASHED STONE. � .i- , -`_ 'W;� `� � . I I - , 1, '�'- ... _b�.��,,�1171z�� - I ls�� ,.-, " , , i � , ± SYSTEM .-i, :1 ..��q ,1�� M/i A.!;� *e -;_� �,I P ,.) , I . 11 ..�171 i-..-cr-� l .- I _�_,.'_ ,3 1. " '. �8 __�.51��, ;.,� . �.,:, :��-,! _q,11-1, j , ...�m - _�, . - �Ilz . .;��_il'.�_�1,1: 314" TO 1-112 , . � 1�. '?' --1 : --�,' , -",�^��, '_,*.';�`-C;�,�',,_; - : I- - . 111.i-I " " , %-"�-,;z�,�!!� . , , ,;, . . -� - -C'.4-;�:;�M;�, !�,��6tj ,"''!�--'-�..��',.�".��,�,��,--�,-��.,,��'.��,�-�-, . _,-, �` , :_ r ; , . , I _ :� � M, ,�_�,:,i � ,��_�,,,�,'?-,'-,, -- "� . . ; 2;�i-, -ZZ- I�:��.��.-?:��-,,;�-.,:�C8' .lt�� _-! ,_ ;". I,' . .z. !ii,-;.,,:�q,�!�, 7 t I __ . ""'-kILL MATERIAL,_.-� --2-,�-,-..w, N ! I I ...........i�e.;,�,-12Q�,��.-i�;�_ �%1r.-:S�:-ilp'll 111� - - -t..- ,,,;'----_v-_-As-____"1-7vz_1-1-11-,, !�'-%` -, .�, .��,;��- I FILL MATERIAL IS TO BE MECHANICALLY STABILIZED WITH TRACKED EQUIPMENT IN 6" STO E IS TO BE . I .. - '1--, ". �,, , FILTER FABRIC I � � � ��-_I-.:i�.-,_ I � - . 'i , I - I 11., 1-.T-�4'!,'v, ,`� . 'kX:.._'.;......O... . .N��:__-A"*!� -I . � , I i: � . 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I TAMPER RESISTANT ACCESS READILY ACCESSIBLE THROUGH . . i � , , r � AX M - - - . ,k - COVER (NON-TRAFFIC AREAS) � I TANK ACCESS COVER � . : .) AL?M I T AP # - ��, - . 1 4 � - -1 I � 239.15-1-1 � i . . - . . I � . .� - .. . . . ----. . . r . OFF oJ � . . . . - .� � , � � ; 8 I ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED i I i I -SIPHON ) I . . ANTI I I � 1.- - . 1 12" MIN. COVER . . . I . I I VALVE - 14 11 � PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW. . . - - . r-1 t I , I / 1 . . __ s) - I . PUMP OFF i � � - - . . . '�� _. - . '. . 0 VER � 1 4. ' .1. .' . 'I j� . _; . :. . .. .. 12" MIN. C . . -1/ 1- - I .... � . . '.� ". :. ... �,.- . \ - PER FOOT . � I - . - � 1 2" HDPE . \... -�A* � I i, / 1.,.,4 118 ; ,_, .-- - FORCEMAIN I F I r- r 3" - MIN. SLOPE DISTRIBUTION BOX � � I � 1-1 - I i I � ,� I I � I :,, - ff 1....4 I ., � I .. . - j . . I � . r ,� I . I . I - " _ ....... - LIQUID LEVEL , - 4" EFFLUENT SEWER rA( . � �I - 1, . - - - .--- . ..........._..... 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