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SEP-000613-2016 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: SEP-000613-2016 Date Issued: Thursday,November 3, 2016 This is to certify that work requested to be done as shown by Permit Number SEP-000613-2016 has been completed. Tax Map Number: 227.18-1-42 Location: 63 HANNEFORD RD Owner: Ann Storandt Applicant: Ann Storandt This structure may be occupied as a: Residential Septic Alteration By Order of Town Board TOWN OF QUEE(NNSBURY 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. AMTOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 qW Community Development-Building&Codes (518)761-8256 BUILDING PERMIT Permit Number: SEP-000613-2016 Tax Map No: 227.18-1-42 Permission is hereby granted to: Ann Storandt For property located at: 63 HANNEFORD 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 Tvce of Construction Owner Name: Ann Stomndt Septic Disposal $0.00 Owner Address: 63 Hanneford RD Total Value $0.00 Queensbury,NY 12804 Contractor or Builder's Name/Address Electrical Inspection Agency Plans&Specifications Residential Septic Alteration $40.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Friday,September 15,2017 (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 expirat ion date.) Dated at the Town of Q ensbury / F1}ursd er 15,2016 SIGNED BY: �-Y /•V! for the Town of Queensbury. Director of Building&Code Enforcement SEPTIC DISPOSAL PERMIT office Use only DATE 9/12/16 Received Tax Map ID TAxMAP ID 227.18-1-42 Permit No. Permit Fee 440, LOCA TION OF MSTALLATION 63 HANNEFORD ROAD Approvals: 61 APPLICANT ANN K.STORANDT PHONE/E-MAIL (518)338-3377 ADDRESS 63 HANNEFORD ROAD QUEENSBURY,NY 12804 INSTALLER/BUILDER: PHONE/E-MAIL ADDRESS: ty ER SAMEASAPPLICANT PHONE/E-MAIL Address CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: PHONE 1 RESIDENCE INFORMATION Year Built #of bedrooms X Gallons per bedroom =Total Daily Flow 1980 or older 3(DESIGN TO 4) 110 440 Garbage grinder installed —Y ✓ N 1981-1991 Spa or Hot Tub installed Y N 1992-Present PARCEL INFORMATION Topography !Flat rolling _Steep slope %slope Soil Nature -1 Sand Loam Clay Other Groundwater At what depth? N/A Bedrock/Impervious Material At what depth? 12-18" Domestic Water Supply r LAKE supply Municipal Well (it well, water supply from any septic system absorption is ft.) Percolation Test Rate: 1-5 MIN/IN per minute per inch(test to be completed by licensed engineering/architect) PROPOSED SYSTEM FOR NEW CONSTRUCTION Tank Size 1250 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#2 stone Total length ft.; Each trench x Seepage Pit with#3 stone How many: ;size Alternative System Bed or other type? 15'x31'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. DECLARATION: 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 by or on behalf of an applicant, shall be void. I have read the regulations and agree to abide by these and all requirements of the Town of Queensbury Sanitary Sewage Disposal Ordinance. Print Name: ANN K.STO D - Date: 9/12/16 Signature: '_,LSA.h' �. / ,r Date: 9/12/16 Town of Queensbury Building Ldes Septic Disposal Permit July 2014 , � SY I ®til STEIN. ��'TALLA�"I IVO?"E'S CONSTRUCTION SHS LL 'BE' S S 1 A H04VN ON THIS.DRAWING AND !N ACCORDANCE' WITH THE . .S. N Y DEPARTMENT OF ., N < _ « HEALTH INDIVIDU '. . . „ ... , AL HOUSEHOLD 'SYSTEMS AND ASTM '-F481. INSTALLATION OF "THERMOPLASTIC PIPE:'AND ,.. :,,;,..._•,.-. ,. , . . .,._.. �,K SLIPS 5 DOCK REN 3 BEDROOM RESIDENCE & RENTAL „ CD TUBING S N IN EPTIC T 'LE C « ANK A H'FIELDS. DESIGN .TO 4—BEDROOM) _ . ,,.. z, WATER SV1 X ` f A R A NG FIXTURES AND RPTION BED TO 11-lE DEPTHS REQUIRED, THE WALLS FLOOR MFAUCETS) <, � ,.. ., . . ., .«... < ,,. < . . . ,:;-= ,:• :- '\'.<':.:�: =,'•�'k,x mC,�,.�x 1 6 GPF MAX FLUSH, 3 0.GP MAX AFTER EXCAVATION ( :.. . ., .... ,.. „ .... . .... ... . , . ... .:. .. . .. . ,.. ._,...._... ..,.., ...: ..,�.,, ,..., ,., . .. ,>,:, „ „_ . .;.< ,. ,• .,., ,::.„. ...:,... -_.. , ..... . ,,,, ,.:.: < :.:: SHALL BE L ? AND ,..... „ t..,. ,. . ✓, . .;,. . .. ;• , „ uer.• RAKED 1N ORDER T0 LOOSEN SMEARED AREAS OF SOIL.REPLACEAS NECESSARY yy G ' "DESIGN FLOW 110 'GPD BEDROOM .: ,,. ... „ , .,, � . . „ ,: . <.,.. : :... ::. :., ,.,,,. . :. „• . ,.<. P EENT OF C LAG M RUSHED STONE PERFORATED 'PIPE 'AND FIL TER FABR SHA L B AS.',SHOWN,- AND .CARE.SHALL 30 GPD < _, „. ,. ... „. � �,..>w..:: .�---~':�:.-,;,:-'':,".:<• ,>,.:::�::" / GPD/BR E EXERCISED TO AVDID INCLU l0 'OF S N INE GR ,.r. .... _, _ . . -., „ ..„ :;•;:.-,:.�..-"�� <:. <: ,;z h;: c+'.=':r,> NE:AND PIPE. - 3 BR ® 110 3 B F GRAINED SOILS AND WASTE MATERIAL A 5.DOCK SLIPS.� B.GPD DOCK SLIP - 40 GPD N A R LIN THE:STO 3 _ �.:.. <• ::;<". ,� TOTALS DESIGN 0 3 , « SY TEM E N FL W 70 GPD „ THE PIPE SHOULD BE LAID AT THE GRADES INDICATE® -MA ,r.,, ,-. ._ ,,... ...- ,•,.,.' ,></,:_: : • .. „y .,- , .:" '-.�: " .,err. . 1NTAINlNG STRAIGHT CONTINUOUS GRADES . 4-BEDROOM '- 4 0 GP RA ES 6VI THOUT DESIGN TO 4-BED ` R 4 D 4• SAGS HUMPS SEP , SEPARATED JOINTS OR OTHER UNSUITABLE' CONDITIONS. • PIPE SHALL BE LAID WI HOLES _ TH OLE DOWN SEPTIC TANK 1250 GAL PRECAST CONCRETE y y !N CASES. / PUM STATION 1000 GAL PRECAST CONCRETE ALL 1 • s R WSIMPLEX PUMP P ,,.. " < F. .. FIELDS .. , ,�, _ < .. ... ,., .. ,. •r. - •- .. •.... .. �;-: :t . ,: , :: ALL DISPOSAL F S SHALL . GRADED TO SHED RAINFALL'AND DIVERT SURFACE RUNOFF OFF WAY FROM THE ,k I r / s R A Y ?x �., , . ..,..Y , , ., . '„ ,.-„•. '", F DISPOSAL FIELD. . . ., , ,.. .... . ... ...... F . . .,, .. ,>-....., . „.,., k . ,... . . „ ,.. PPUCATtO : :95 G S S „ , r,..�, . •-. ., ,..,, ,. ..,: ,. ".. •,,Z,�:;.,' :,: A N RATE PD F, BASED ON 1 5 MIN PN PERCOLATION , 3 / »r Fay > RATE i DO NOT USE HEAVY EQUIPMENT WITHIN 'THE ABSO P ,... <.,. „ . ,..,. . .:. R PIP INSTALLED. . Q R TION AREA'AFTE INC HAS-BEEN IN -TALL « e:. , « ABSORPTION D AREA.. . A E R , BE E D 440 GPD .95 GPD SF THE WASTEWATER TREATMENT SYSTEM IS DESIGNED .AND 'APPROVED BASED UPON THE INSTALLATION :OF.-'WATER 464 SF <...,�, ,.:" •r4..:-: .-. ,: ,, " CONSERVING FIXTU ESA D -, .> :,,,,,.,,_:.. .•:........:. ....:' : � R N A DESIGN FLOW OF-:110 ,GPD..PER:BEDROOM. THE SYSTEM IS NOT DESIGNED._TO ,..,... _,. :.,, . .':,, / -" .:::, ,:,,:_,:.,•,,. "'. .' .::.",, ,..•,r, ... •.: ,. :<. . . SITE LOCATION ' I I ABSORPZION-BED_-AREA PROVIDE® = 15'x1' = 455.SF ACCOMMODATE EXTREME_ WATER .USE 'FIXTURES, :SUCH :AS JACUZZI=TYPE SPA TUBS OR WATER TREATMENT SITE LOCATION®� LOCATIONlel - EX EQUIPMENT THE INSTALLATION :OF 'N®N..CONSERVING -WATER FIXTURES_ OR 1REME WATER :USE `FIXTURES 1S POTABLE WATER SUPPLY TO BE EXISTING LAKE"GEORGE,SUPPLY .CONTRARY TO .THE APPROVAL OF THIS WASTEWATER.TREATMENT.SYSTEM. MAINTAINEQ 10' SETBACK :TD WATER LINE FROM ALL ' , ROOF, FOOTING, GARAGE, :.CELLAR .AND .SURFACE .WATER'DRAINAGE-AgUST_BE:;EXCLUD£D :FROM_ THE..WASTEWATER WASTEWATER,SYSTEM COMPONENTS SYSTEM. I SITE IL A CONSTRUCT DRAINAGE SWALE UPGRADE OF SYSTEM IN-ORDER i'0 DIVERT SURFACE RUNOFF AROUND ABSORPTION TEST PIT FIELD. TP-1 - 6/30/16 8Y TOM HUTCHINS, P.E. -- TREE CLUSTER TO BE REMOVED ! `. o-#" _ FOREST DUFF SYSTEM MATERIAL SPECIFICATIONS ' N 88°08'00"E TAKER FILL INTO EXISTING HIGH GRADE— f ABSORPTION BED AGGREGATE #-12"' _ RED BROWN SAND, FINE SAND, COBBLES &. --REMOVE ROCK LEDGE AS 7.86' - / NECEssARY.roALLOW i BOULDERS STONE 15 TO BE 3/4" TO 1-1/2" WASHED CRUSHED STONE, � INSTALLATYON OF PROP. f HOUSE SEWER PIPE • / ® REPLACEMENT WASTEWATER � 12-18 -. LEDGE PIPING TO BE 4" SDR-35 OR SCH=40 PVC. INSTALL W17H. 1/4" PER FOOT,MINIMUM SLOPE y® SYSTEM,S88°08'00"E ' EFFLUENT SEWER PIPE E ;. - � 20213' NO GROUNDWATER EVIDENCE PIPING TO BE 4" SDR-35 OR SCH-40 PVC. INSTALL` Wi7L1 1/8" PER FOOT MINtMUM:SLOPE N00°19'11" °� - �- ®. �e � 16.46' n ®. TOE of FILL ® ® FORCEMAIN 1 ® TP-2 - 9/8/16.BY TOM HUTCHINS, P.E. PIPING TO BE 1-1/2" HDPE SDR-9 --TOP Ol�%-Pl6t- 10`P.L. `k ,°'� �° FILTER FABRIC , DOCK ' � : TP-3 � SETBACK '� � , � �1 o HAND EXCAVATED FILTER FABRIC TO BE 4.8 OZ/SY:NON-WOVEN SEPARAT]ON'FABRIC, TENCATE MIRAFI 140N OR EQUIVALENT. ' - ' xsx�a °�• ri"' :..•< ' `� 0--18 .GRAVELLY. LOAMY FINE SAND SYSTEM - PROP. aesoRPr%oNB�D . 1 i m vsT AL . _� � f .r< ' I � ,4S DESCRIBED 7N, 18 LARGE ROCK OR LEDGE FILL MATERIAL TO BE GRANULAR'SANDY LOAM MATERIAL.'WITH•NO PARTICLES GREATER THAN 3" - ✓�...-�`'`"i ! �. ` I PROP.DIST.BOX Ff. t rz <�'� i "WASTEWATER SYSTEM FILL MATERIAL'NOTES.! N 02°29 42 W � 29.31' I 1 PROP.FORCEMAIN r,{f` 'ra>: 1:. " i;` t ' TP-1 - t-== t,� � I I NO GROUNDWATER EVIDENCE TOPSOIL ! � � � 1'P-2��::sr ��.v.'` y:• gojWAGK ` � ' PLACE 4" MINIMUM ''TOPSOIL OVER ENTIRE'ABSORPTION FIELD AREA: ,SEED,"MULCH AND ESTABLISH TURF. o PROP.1,000 GAL. t . � �� ,• �e SEPTIC TANK TP-3 - 9/8/16. BY TOM HUTCHINS, P.E. WASTEWATER SYSTEM FILL.MATERIAL-IVC�TES PROP.EFFLUENT SEWER ,/ 1 I 1 � . - - «. �C', HAND EXCAVATED PROP.1,25o GAL. REMOVE ROCK LE i „ AFTER REMOVING ORGANICS AND TOPSOIL, PLACE SYSTEM FILL OVER THE ENTIRE AREA. OF PROPOSED ABSORPTION I � , � AND BED AND TAPER AREA, LEDGE , ® ( 0---12 - GRAVELLY LOAMY FINE 'S r .SEPTIC TANK �NECESSARY TO ALLOW � 03°iT31"� , � INSTALLATION OF PROP. . G�9 12 �- .LARGE ROCK OR LEDGE " :23.84' ' I � � sEPTIc&PUMP TANKS. yqp W c [-.� WASTEWATER SYSTEM FILL MATERIAL 'SHALL BE CAREFULLY SELECTED SAND, SANDY .LOAM OR .SANDY LOAMY BOAT 3 TOP OF ,�S I n�, GRAVEL WITH IN-PLACE PERCOLATION RATE OF 2-5 MIN/INCH AND NO ORGANICS OR OBJECTS,OVER 3" IN.,SIZE. � \J � s�' � c9 n+ � �+ NO GROUNDWATER EVIDENCE HOUSE ( LEDGE SEfOMP�R OUSE C ;IV C, I �I� ! , �.t LESS THAN 107. BY WEIGHT.SHALL BE.FINER THAN.0.05mm. =AT LEAST 25% OF THE MATERIAL BY WEIGHT.SHALL � � 0 G� �, �$i BE IN THE RANGE OF 0.50mm TO 2.Omm. LESS THAN i5� OF THE.MATER/AL BY WEIGHT,SHALL BE LARGER THAN 1 m ��,'Lj � \ � �lyo�a�. \ I A 1/2 SIEVE. t a 0 Nss°os'oo°Ja w WA5TI=WATER SYSTEM FILL MATERIAL SHALL BE INSTALLED TO PROVIDE MINIMUM OF 3-FEET BETWEEN.BOUNDARY E • • � � � �, �:' , : CONDITION (BEDROCK) AND BOTTOM OF ABSORPTION 'BED. ONLY SYSTEM FILL MA TERI AL SHALLB I. NSTALLED G THROUGHOUT-THE ABSORPTION BED AREA AND TAPER ARE N 06°52°17"E C��N ®spgC� R � - 22.55' � 1 ® 1 / � � � �i0� I �� VE. ®c o4®RAN 4 � WASTEWATER SYSTEM FILL,MATERIAL IS, TO BE MECHANICALLY STABILIZED:7N..12"'LIFTS WITH -TRACKED EQUIPMENT PRIOR TO INSTALLATION OF ABSORPTION TRENCHES. 'INSTALLER T'0 N011FY ENGINEER,,OF PROPOSED SOURCE OF SI'51EM FILL 'MATERIAL 'PRIOR TO TRANSPOR11NG TO ; $ / k SITE, Nss°os'oo°w - M - Ex%srING WATER SUPPLY I/ - LINE FROM LAKE GEORGE � _leii ` _�, 9 \ i ,/' / DRAINAGE CHANNEL& . g _ / _ • ,.,��• �,.� -� r`-► Fl . ;-► 1 / y. Y ( �►� � ,.� � �-- / -.�.�_ _._ �, � - �____ 10 P.L. SETBACK EXISTING SEPTIC TANK TO BE DECOMMISSIONED APPROXIMATE LOCATION OF EXIST. ® ® _ ® �• WASTEWATER FIELD;To BE ABANDONED. C � � � � ; 1 g Y� a i - �1798°0800 W 18� d eats EXIST.STAIRS# - v... .__._ � -°� � � �. ®■. ' TOWN OF QUA N''R1 e45T'EWAl' SYSTEM PLAN - - - Reviewed By SCALE: .1"=20' Date: -, T,4)C MAP # 227a 18-1-42 � J ALTERATION ®F THIS DOCUMENT-EXCEPT.BY.A'LICENSED PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW. REVISED 'BOUNDARY CONDITION isEPARATION 9/14/16 • F I 0 ISSUED FOR -,SEP,TIC :PERMIT 9/12/16 , - � N :Revisions Daae - 'WAS TEA TER,.SVPLAN -. prepared for: : Anr� toren t evoca e -TrusIVA t ® � ,- _ N] EC 63 Hanl�ef®rd Road BASE MAP `INFORMATION FROM 'MAP OF. WASTEWATER SYSTEMSETBACK SCHEDULE SURVEY. OF LANDS TO BE . CONVEYED TD •TOYVn.of QL18�nSbUPy; Warren-County, NY _ .®Call Before You Dig, - F �-- - _. . , '. _ .. ANN K. 5TORANDT 'AS :TRUSTEE.0 THE ANN ®welt The Required Time PROPERTY LINE HOUSE "WELL LAKE GEORGE 5T,„ Drawn: JUS I Checked: GTH '� Scale: NOTED _ I Date: 5/27/2016 Im Confirm Utility aiesponse . ... K. STORANDT REVOCABLE TRU SITUATED 'III iespect The Marks10', 50' 50' 1N THE TOWN OF QUEEN5BURY, . WARREN � 169 Hdvil and Road SEPTIC TANK 10' ®cava wltn core - COUNTY, NEW YORK. ;PREPARED BY W.J. Queensbury, 'NY 12804 ■ ABSORPTION FIELD 10` 20' 100' 100' ROURKE, ASSOCIATES., DATED .MARCH . 7, 2,9945®0�® � '.www.dlgsefelyrsewyork.com ',? 2007. (518) '745=0307'Phone Hutchins Engiraeering (518) 745-0308 •Fox . 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TOPSOIL _ . - - - .� •r ,- ./�C,:i:,-,'b�i> __._.�-j-!/ %!`%/:.i'.>%:;%'>::,moi.:,'.\�,,\. �/�r,`:' i .%,7,�%,�%:%../i\�.�„ .:T["�� '� .,/,"' /,'Y.� `/�:'././ �: :, ., �%i� i ' 'EXISTING GRADE TAPER FILL INTO EXISTING - • .\`•.�.\..\.'\/\f�;/,:/,�/f�/\/\/>\/�. \ \: :, .'� /,��\�:;�./�/\,/\/•.\/\,\/\_\.. \\\n `. >\\:'\:\,\•. .:\.,• \ �\:\,\\.\\ '�\`,. ,�\tip\`;\.,\\,�. .,.\\>, .,>.y\:.,\.��\�\\\.\;.\�\'\ \,\,\. ,,, \,\.�..\ �,.\\�\\�\�,:,/ ,/ r\/HIGH GRADE . � ..-......�., . . : .. .: • t ; �� ..-.. ,. , , / l \ \ \ II .. .., .. . ... ....... :: / 3 SEP IRATIN y .ROC.K ,. t � ,: Ili ! ... ... ... .: .. . . -.. :.•. -. .•, .. ,., ::. •.... -' �. , _ . ....... . ........: ........ ..... ...... . �\ . , 1— - _ i : , , f 4 1 . . , - ___ --- ----. . ..._._ ,._.... ..__-.1,._...:......... ._.....,. ._... .___..,._.._.' CK . - _ -.. f.._....:;f - „ r A IST.�C�N BED SECTION � NTS , i l } . � EXTERIOR WEATHERPROOF JUNCTION BOX " APPROXIMATE . � POLYETHYLENE EXTENSION POLYETHYLENE EXTENSION (IF NECESSARY). SEAL .CONDUIT GAS TIGHT- 4" PVC SDR-j5.SOLID HEADER ATO INSTALL CONTROL PANEL IN HOUSE.""ALL=ELECTRICAL PERFORATED ABSORPTION TRENEH" FINISH GRADE TO GRADE WITH TAMPER RESISTANT TO GRADE WITH TAMPER .RESISTANT PIPING 1 8' PER � F NE ACCESS'COVER ACCESS COVER WORK TO BE INSPECTED BY A'CERTIFIED ELECTRICAL / '" R FOOT MIN SLOPE ��®p,S H Y® � INSPECTION AGENCY PRIOR TO.START-UP OF-PUMP STATION. t. co cc MIN. TRANSITION TO 4" 12”:MIN. ”"COVER , Lu ?2" M I I. OUTSIDE OF"D-BOX DISTRIBUTION .BOX r: 1 " ' COVER INSTALL FLOAT"SWITCHES TO OPERATE _.. z' PUMP AND MAINTAIN LEVELS AS INDICATED ° a - � r .. � 067” • - 1 PER FOOT ° 4 PVC SDR-35 .... .. .- - 2 �. . r .. � . . . ° . . . •. ° ... .:` 11 .° l Y _ MIN. SLOPE ... ELBOW ° >3�. "INLET � BALL VALVE Aq0 LIQUID LEVEL OUTLET 4" PVC `SDR-35 USE START-UP LEVELERS TO EED MIN. SLOPE '° � t ° " "--• -' INSTALL ,VALVES AND UNIONS - _ ASSURE ALL OUTLETSAREAT 4 1/4" PER FOOT � '� --�--- � ,•- � � SUCH THAT EITHER PUMP CAN BE _ EXACTLY THE SAME":ELEVATION _ „ ISOLATED AND REMOVED WITHOUT - 2 MIN. 16" 18 REQUIRING PIT ENTRY - WATERTIGHT SLEEVE AND I MIN. , ° � _ � — BETWEEN INVERTS I T�"MIN. DROP C'I�AP Z27.18®.�'4Z I I ° \\ I _ ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL , SEAL (TVP) _ r, � BALL CHECK VALVE a I ENGINEER 1S A.VIOLATION OF'NYS EDUCATION LAW. ALARM 3 ABOVE PUMP ON � O a' n. z x � & LAG PUMP ON \ C) � ., � —2 HDPE SDR-9 FURCEMAIN ° � I a FLOAT SWITCHES - INSTALL INSIDE ° j� 'PUMP ON \ O PUMP PIT IN LOCATION.ACCESSIBLE 1,250 _GALLON PRECAST--I0 WITHOUT PIT ENTRY, �\— CONCRETE SEPTIC TANK J '� .°- � 2 SCH-40 "PVC PIPING ° ,// INSIDE WET WELL THROUGH WALL < MINIMUM 2X WIDTH PUMP OFF \� _ ..' � � UNION - LocATE sucH THAT UNION 1 REVISED BOUNDARY CONDITION .SEPARATION 9/14/16 - � MAXIMUM 4X WIDTH � CAN BE DISCONNECTED AND PUMP "�UMP•STAT�IDN N�T�ES - 16" MIN. ° .- REMOVED WITHOUT TANK ENTRY .SEAL ALL TANK -.OPENINGS WATERTIGHT. ® ISSUED-.FOR .SEP.TIC`PERMIT 9/12/16 ^ :. •' . ° . °. VOLUME"OF DOSE TO - - ,.'°. ' . ° '°•-< . :,. y' °.' : ;• °''....4 � :° • . - - ' 8' '' '<� BE 100f "GALLONS ,i , � - � No. Revisions, Date. . PROVIDE AND INSTALL UL :LISTED PACKAGED PUMP CONTROL PANEL 'n� °_ � � . • '- ° - °- ° .a ° �,, „ I REDUCING TEE POINTED DOWNWARD WITH ('19TH VISUAL AND AUDIBLE ALARM :'INSTALL DUPLEX, ALTERNATING, { , 1,1700 GALLON PRECAST CONCRETE PUMP STATION 1" BALL .VALVE THROTTLED TO ALLOW DEMAND DOSE CONTROL PANEL INSIDE -HOUSE IN ACCESSIBLE LOCATION. I ►/�� T �I1/,/� lei ry' �/� DETAILS �1 SEPTI` TANK NOTES � TRICKLE DRAIN -BACK"INTO WETWELL " , � WAS 1 Y/�lf"l i ! 'v' f�i L = ALL UNITS "SHALL COMPLY WITH THE REQUIREMENTS OF THE-"N NEW,MURK STATE DEPARTMENT - INSTALL POWER & CONTROL =:WIRING TO CONTROLLER .WITH ALARM 1N prepared for: OF "PRECAST CONCRETE ,AS MANUFACTURED BY. "UTOPIA HOUSE. IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS .AND OF HEALTH AND SHALL BE - ENTERPRISES OR EQUIVALENT.. _ SIMPLEX EFFLUENT PUMP NATIONAL ELECTRIC CODE;(N.E. 'REQUIREMENTS. :A1'ldl �. ��randf:��V�C�bI� T�i"t,ISf- FS . ALL "STRUCTURES SHALL' BE PLACED, :ON FIRM, COMPACT"SAND OR GRAVEL .BASE. WHERE PUMP CONTROL. AND FLAT;LEVELS TO BE INSTALLED TO PROVIDE A -�,3 (-jBpp@fpp-CJ R®aCl Dig EXISTING SOIL CONDITIONS ARE UNSUITABLE, "CRUSHED "STONE --:SHALL BE PLACED AS 100 GALLON DOSE. TOVY17 i��C�U�E?175bU1�/, Warren County, NY NewlYork ' NECESSARY TO ACHIEVE A STABLE BASE. S PTI TAMC PUMP SA7"I N 7"Al El caii Before You Dig - FF1C AREAS SHALL BE OF EXTRA HEAVY CO EFFLUENT PUMP TO BE,G®ULDS SIMPLEX"EFFLUENT`PUMP, MODEL 3885 Wait The Required Time SEP77C TANKS .INSTALLED IN TfiA NSTRUCTION WE03M SUBMERSIBLE"EFFLUENT PUMP- >5,HP, 230 VOLT, 1PH. /"SINGLE Drawn: JRS � Checked: GTN I Scale: NOTED I Date: 5/27/201 IS Confirm utility Response DESIGNED FOR H-20 WHEEL LOAI?ING. NTS " S 30 H - - " Respect The Marks PHA E, GPM ® 20 "TD . 189. Haviland Road 111 Dig With careQueensbury," NY 12804 , ® ALL JOINTS MUST BE. SEALED WITH BUTYL SEALANT. JOINTS BELOW THE.LIQUID LEVEL 'MUST '_ VERIFY EXISTING ELECTRICAL 'SERVICE"PRIOR TO PURCHASING PUMP. -S2 800-962 www.digsat®iynewyoric.com BE TESTED.BEFORE BACKFILLING. (518) -745-(7307 Phone hlutchins;Engineering (518) 745®008 FaX Nov. 4. 2016 12:§1P MDIR N0. 5336 P. 2/5 MIDDLE DEPARTMENT INSPECTION AGENCY, INC. ' ea that the electrical wiring to the electrical equipment listed below has been examined and is approved as being in accord with the National Electrical Code, applicable governmental, utility and Agency rules in effect on the date noted below and is issued subject to the following conditions. Owner: Ann Storandt Date: 10/28/2016 Occupant:Septic Pump Locatioh Hannaford Road Occupan%ingle ramify Dwg. Queensbury, Warren Co- NY Applicant: Rob Lanfear Excavating 143 Flat Rock Rd Lake George NY 12845.. L J Joseph AHolmes No. 31801420p,36EL�. _ ... Equipment: 1 -Septic Pump&Control eP-ThSep- This is certificate applies to the electrical wiring to the electrical equipment listed immediately null and void. This certificate applies only to the use,occupancy and above and the installation impacted as of the above noted date based on a visual cwnershlp as Indicated herein. Upon a change in the use,occupancy or ownership Inspection. No warranly is expressed or implied as to the mechanical safety.effl- of the property indicated above,this certili ate shall be immediately null and void. deny or fitness of the equipment for any panicuiar purpose. This certificate shall In the event that mla certificate becomes invalid based upon the above conditions. be valid for a period of me year from ate above noted date. Should the 91BMrical this certificate may be revalidated upon reinspection by Middle Department system to which mis ceNGcatB applies be seared in any way,including but noI Ilmlt• Inspection Agency.Inc, An application for inspection must be submidetl to Middle ed to,the Inaoduetian d additional electtical equipment and/or rite replacement of DeDenmenl Inspetfion Agency, Inc. to Initlete the inspection end revalidation any of bte components Installed as of bte above noted date,This mNecete ghee ba process. A tea will be Charged roc ytis EBNicO. l � ' - ,9� - - - _ - " - - �.i.,.,..0 a .. ..........: a „.,i... ....0., ,..i . .0.u ..n a ,,.,w+,: .uu.a v...a.. u. v u ,�.�w 9 u a i..i- uu u,i. :�.i I- .,i,- u.� ..� iii .,�, �.i:i .i,.i.,�,. w a "IL ,��i v,i..,a+u�.,u,,. , •i_,.,. su .,i,i .. �, i. _..°-u„ u. ".,.., .u�,,.0 u..,u.u., . .ii. ... .. vwi,.n:.®. , - d - �.. .. �-- 1. - _ ®..�..� - - ' - - - .: .. _ _ - - _ - _ _ , - f _ - _ _ _ .- _ l l - . - _ _ -ti. - - - 11 I TI N NOTES t CONSTRUC77 '' N.Y.S. DEPARTMENT OF �_ � t -.' <<: E GaV SHALL BE AS SHOWN ON THIS DRAWING AND IN ACCORDANCE WITH THE N.Y. A I :.', - ..:'- •; . ;�; S- _ :;(,.:ia.S c� .- F.-• - - - EV V ATER- SY_ STEM DESIGN - - .y - - - - , :. i. ...-. .. ., ,i-- - -e. - - - _ - .. - ` .. . . - �p� WAST P N ,... INDIVIDUAL HOUSEHOLD SYSTEMS AND: ASTM F481 INSTALLATION OF THERMOPLASTICIPE - . .a .� _ LIPS K LS „•_ . .. 3 _BEDROOM RESIDENCE &'S.DOC RENTA =- 3 R AT LDS '.� E(� TUBING IN SEPTIC TANK LEACH FIE . , _ . CO HEALTH .___ I 1, l -, - RUG 1. , .: 1 N 0 4-BEDROOM 3 (DESIGN T ( c s; - 11. It - S.. , E WALLS AND FLOOR _ . , ( _ - A • : ;,•„G. �== ' ' EXCAVATION OF 15 WIDE X 31 LONG ABSORPTION BED TO THE DEPTHS REQUIRED TH R - .., .. A� .- - 11 �, USH, MMX. FAUCETS 1. AS OF SOIL. <,: k /-/ SHALL BECLEANEDAND RAKED IN ORDER TO LOOSEN SMEARED ARE , PF MAX FL " -� .. ( 1 6 G C AS`NECESSARY ... . .. I -1 z REPLA E I: :� « P.. G .o SHALL i ED PPE AND FILTER FABRIC SHALL BE AS SHOWN, AND CARE .. , .. t -. .. .. . l .- PLACEMENT OF CRUSHED STONE, PERFORATED 1 - - . . , . . se S i, - -- _ - _ - - - I,, SIGN FLOW 110 PD BEDFZOOM � DE 3 BR ®- 110 GPD/BR 330 GPD L: °. .,, c o BE EXERCISED TO AVOID INCLUSION OF FINE GRAINED.SOILS AND "WASTE MATERIAL IN THE STONE AND PIPE. .. . , I r:� : -,4A ,A 7 - I - „ : E .. _ .- -. , • , .. CK SLIP, 40.GPD . r�z. ,...,: D/DO . - 4 =i / - :5 DOCK SL IPS ® BGP t" _ - I. TOTAL_ SYSTEM DESIGN 'FLOW - "370 GPD . I - STRAIGHT CONTINUOUS GRADES WITHOUT I - THE PIPE SHOULD BE LAID AT..THE GRADES INDICATED, MAINTAINING �' ,. ..; =' (. t. ESIGN.TO 4-BEDROOM ='440 GPD - ' ,. -- - - �_. 1 _.. ;._ .. BE LAID WITH HOLES DOWN i.<. , - -}t SAGS HUMPS SEPARATED JOINTS OR OTHER. UNSUITABLE CONDITIONS, PIPE SHALL :.c. u P ( a Y ', ,, - L PRECAST CONCRETE , t v SEPTIC TANK 1,25 0 G. , 11 41. ,� 1:11 IN ALL CASES. _ �. . ` - 1. I -. _ PUMP 'STATION 1000 GAL PRECAST CONCRETE , �', I 1 i E - _1 - t•- - '� � W/SIMPLEX PUMP ! :, -: 1 ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL AND DIVERT SURFACE RUNOFF AWAY FROM THE 4 .. 11 { DISPOSAL FIELD -u�, 1 'APPLICATION RATE: .95 GPD/SF, BASED ON 1-5 MIN/IN PERCOLATION - 1 11 I .1 �: i I S. . ' ' RATE . -_ J ,, ; , ;; • _.''„ i DO NOT USE HEAVY EQUIPMENT WITHIN THE SORP _ N AREA AFTER PIPING HAS BEEN INSTALLED. I j a } . I i ` E U AB T10 8. . 1 • :.. , ', ABSORPTION BED AREA REQ D = 440 GPD .95 GPD SF r , .. �t ( )/( / ) i % DESIGNED AND APPROVED BASED UPON THE INSTALLATION OF WATER _ THE WASTEWATER TREATMENT SYSTEM IS , i i � = 464 SF t w11 , - E :'•;,? ,�. , . j _ t ` ` : - CONSERVING FIXTURES AND A DESIGN FLOW OF 110 GPD PER BEDROOM. THE SYSTEM IS NOT DESIGNED TO , : 1 ilk _ t SITE LOCATION I - ACCOMMODATE EXTREME WATER USE FIXTURES SUCH AS JACUZZI-TYPE SPA TUBS OR WATER TREATMENT SITE LOCATION L A`I'7 !�l j1�J�� NEIGHBORHOOD M r ABSORPIIQN BED AREA PROVIDED = 15x31 = 465 SF tdi 1 1 V f�1�1 I EQUIPMENT. THE INSTALLATION OF. NON=CONSERVING WATER, FIXTURES OR EXTREME WATER USE FIXTURES IS - POTABLE WATER SUPPLY TO BE EXISTING LAKE GEORGE SUPPLY CONTRARY TO THE APPROVAL OF THIS WASTEWATER TREATMENT SYSTEM. I - MAINTAIN 10'- SETBACK TO WATER LINE FROM ALL WASTEWATER SYSTEM COMPONENTS ROOF, FOOTING, GARAGE, CELLAR AND, SURFACE WATER DRAINAGE MUST BE EXCLUDED FROM THE WASTEWATER SYSTEM. SITE SOILS ATA CONSTRUCT DRAINAGE SWALE UPGRADE OF SYSTEM IN ORDER TO DIVERT SURFACE RUNOFF AROUND ABSORPTION TEST PIT FIELD. TP-1 - 6/30/16 BY TOM HUTCHINS, P.E. I 0-#" - FOREST DUFF SYSTEM MATERIAL SPECIFICATIONS N$8°08'00"E TAPER FILL INTO EXISTING HIGH GRADE I #-12" - RED BROWN SAND, FINE SAND, COBBLES & ABSORPTION BED AGGREGATE 7.86' / BOULDERS STONE IS TO BE 3/4" TO 1-1/2""WASHED CRUSHED STONE. I HOUSE SEWER PIPE ® I 12-18" - LEDGE PIPING TO BE 4" SDR-35 OR SCH-40 PVC. INSTALL WITH 1/4" PER FOOT MINIMUM SLOPE y EFFLUENT SEWER PIPE N 016146'9"E- - - - - - _ - S 88°08'00"E _ 202.13' - I NO GROUNDWATER EVIDENCE PIPING TO BE 4" SDR-35 OR SCH-40 PVC. INSTALL WITH 1/8" PER.FOOT MINIMUM SLOPE - - 16.46' ' ! / R P _ - - - _ - - FORCEMAIN - - r I (� r m I �, � TP-2 - _9/8/16 BY TOM HUTCHINS, P.E. PIPING TO BE 1-1/2" HDPE SDR-9 . - I DOCK I 10'P>L. L :+n a, FILTER FABRIC - SETBACK �1® HAND EXCAVATED FILTER FABRIC TO BE 4.8 OZ/SY NON-WOVEN SEPARATION- FABRIC, TENCATE MIRAFI 140N OR'EQUIVALENT. - TP-� 10 0-18" - GRAVELLY LOAMY FINE SAND SYSTEM FILL MATERIAL NEW 15'xBi'ABSORPTION BED, m ` ! --- --,- --- I I FILL MATERIAL T0. BE GRANULAR SANDY LOAM MATERIAL WITH NO PARTICLES GREATER THAN 3 AS DESCRIBED IN ._.•. "1 18 - LARGE ROCK OR LEDGE WASTEWAT�►1 SYSTEM FILL MATERIAL=NOTES." ��- I I � I NEw DIST.BOX .i. I - N 02°29'42"W I I` 1.z,.<. .I ' r� :,:; = _<'r' > ,;, f.> ,> TP-1 TOPSOIL 29.31' ! `� I ; NEW FORCEMAIN `; : :;:.:3: :; ". `: ,1 ELL 1 NO GROUNDWATER EVIDENCE I I I` °"`- _'='"<`> `I ®p'�N C� l I I PLACE 4" MINIMUM TOPSOIL OVER ENTIRE ABSORPTION FIELD AREA. SEED, MULCH AND ESTABLISH TURF. i /A o I NEW 1,000 GAL. 3 fTB . ! , I I PUMP STATION �-"®-` �� / � � �ZITP-3 - 9/8/16 BY TOM HUTCHINS, P.E. WASTEWATER SYSTEM FILL MATERIAL NOTES I , -ju - a Q I NEwEFFLUENTSEwER FM �; HAND EXCAVATED - I ° �It I 41.5 ' ® AFTER REMOVING ORGANICS AND TOPSOIL, PLACE SYSTEM FILL OVER THE ENTIRE AREA OF PROPOSED ABSORPTION NEW 1,25®GAC. n, 0-12" - GRAVELLY LOAMY FINE SAND BED AND TAPER AREA. ' _- I SEPTIC TANK "- T- ® I � - - ! N 03°1739"E / by �h 12 - LARGE ROCK OR LEDGE I I 9>5 / yQ�G w® "WASTEWATER SYSTEM FILL MATERIAL" SHALL BE CAREFULLY SELECTED SAND, SANDY LOAM OR SANDY LOAMY BOAT 23'84 I i TOP OF 4.5' _ t�� y I n GRAVEL WITH IN-PLACE PERCOLATION RATE OF 2-5 MIN/INCH AND NO ORGANICS OR OBJECTS OVER 3 IN SIZE. 3 ! �/ 1 rn � NO GROUNDWATER EVIDENCE HOUSE I I LEDGE . NEW HO SE QP��G�$� RI, -- ! °°"'r LESS THAN 10% BY WEIGHT SHALL BE FINER THAN 0.05mm. AT LEAST 25% OF THE MATERIAL BY WEIGHT SHALL BE IN THE RANGE OF 0.50mm TO 2.Omm. LESS THAN 15% OF THE MATERIAL BY WEIGHT SHALL BE LARGER THAN I I AI "11 Y I �G/ 12.7 SEWER q'?®®OG* I Ff' �. = mm� ��'��/ �hOFO� ' A 1/2" SIEVE. 1. I . � B W G I I /�, . - . -.: - N 88 08'00"W1 WASTEWATER SYSTEM FILL MATERIAL.SHALL .BE INSTAL II - . 3 ,' W I l y �' G� - ED TO PROVIDE MINIMUM OF 3=FEET BETWEEN .BOUNDARY W �� 30.00' :.' � / y1/ I i CONDITION (BEDROCK) AND BOTTOM OF' ABSORPTION INSTALLED ONLY SYSTEM FILL MATERIAL SHALL BE_INSTALLED 1 . - I• ,� _W I - 1, ,�' 0 / \ IN I �p Z®'p 1 - - - THROUGHOUT THE ABSORPTION BED AREA AND TAPER AREAS. N O6°52'17"E- '. 0 '� i I j3.5 QST D 4C 'ARI. 22.55' I I w o j i I �0� `�' I F'D,t�VE Oc C jF®R j� 1 - - WASTEWATER SYSTEM FILL MATERIAL IS -TO BE MECHANICALLY STABILIZED IN 12" LIFTS WITH TRACKED EQUIPMENT 1 : \w - M I I N 1 PRIOR TO INSTALLATION OF-ABSORPTION TRENCHES. ra INSTALLER TO NOTIFY ENGINEER OF PROPOSED SOURCE OF SYSTEM FILL.MATERIAL PRIOR TO TRANSPORTING TO �w '�`w / ®�� / // IFX�o,A i SITE. N BB°o8'o0°w �`� "�0 j / ®Ro®c R,�iN { I 5.00' / W I / / / kc`j�N�sq�F� ! 1. . I, ti, / p EXISTING Vi/ATER SUPPLY II j / / / SSE o I _ _ -- LINE FROM LAKE GEORGE `( • - �, o I� I i IoI lei r \ �� - . I \ I / / DRAINAGE �Im o o . _jdj1K Z. / / CHANNELf w� n �.� P� 1 i /;,/, REc®R® �RAwIN� N®TE; (' i - _ 10'P L _� _I A REPRESENTATIVE OF ,OUR OFFICE VISITED THE a sErBACK / ! - SITE DURING CONSTRUCTION AND _ IT -IS ,. MY ExasrlNc SEPTIC TANK OPINION THAT THE SYSTEM IS INSTALLED IN, TO BE DECOMMISSIONED APPROXIMATE LOCATION OF EXIST. - - I- - - WASTEWATER FIELD;TO BE ABANDONED. _ (GENERAL CONFORMANCE WITH :_THE APPROVED - ---® _ - - _ _ / . EXIST.SrAIRsf _W N 88°08'00°w- - _ _ - - - PLAN :.:AND °:`'THIS RECORD DRAWING : FINAL II'l ''- - 181.7x' `" - =SURFACE FINISHING-AND ;TURF:ESTADLISHMENT IS - C ,. ✓ . i ONGOING �I ® �` G. <TFIOMAS HUTCHINS, 'P,E - - - ` t . - , 10/24/16 1 . - - - _ ` - - - i - -• - - - - - - - - - - I .1 ., - - _ - 1 - - _ - - - - - , _ - - - ., - - 7 -� - - - - - - - - - E _ _ 1, � - - - - - - - .. : . - .RD . . .- - - - - - 11 - i v INSTALLATION . ASTEV HATER SYST N1 P N OCTOBER 2016 - � INSTALLED BY ROB LANFEAR EXCAVATING i - SCALE: 1"=20' - . - k TAX MAP #227.18-1-42 - 't - .ALTERATION OF:THIS DOCUMENT EXCEPT BY A.LICENSED PROFESSIONAL ( - - ENGINEER IS.A VIOLATION .OF:NYS EDUCATION LAW. . ' I - - . . . - _ -- - 2 RECORD..DRAWING: -10/24/16 . VI SED BO N. .R A 9 4. - 0 _zz ISSUED FOR- SEPTIC PERMIT1. _ 9/12/16 ' i 11 No1. Revlsio . S Date , -- , :. ��, 'T, � I j -- � � �-� � � I � - I � . I I � j I�i � ,�: I . WAS T E r - VTEV„YAR V-.1 e..J r prepared for: p . I - _ - - Ann K. Stdrandt Revocable r, NOV 0 2 2016 ` MAP REFERENCE: -� 0 f - Hanneford Road - 4 I BASE MAP INFORMATION FROM "MAP OF WN OF QUEENSBURY New �, WASTEWATER SYSTEM SETBACK SCHEDULE SURVEY of LANDS To BE CONVEYED To Town of Queensbury,11 -Warren Court Bu�LDING& cooEs p Call Before You Dig ANN K. STORANDT AS TRUSTEE OF THE ANN EI Wait The Required Time I PROPERTY LINE HOUSE WELL LAKE GEORGE Druwn: JRS_ ' I Checked: GTN I Scale: NOTED . I Date: 5/27/2016 K. STORANDT REVOCABLE TRUST, SITUATED X / /� __ p Confirm utility Response IN THE TOWN OF QUEENSBURY, WARREN - 169 Haviland Road E]Respect The Marks E]Dig With Care I SEPTIC TANK 10' 10' 50' 50' Y+ COUNTY, NEW YORK. PREPARED BY W.J. Queensbury, NY 12804 �gg45-®1 - 1 ® ®7 I ABSORPTION FIELD l0' 20' 100' 100' ROURKE, ASSOCIATES. DATED MARCH 7, (518) 745-0307 Phone www.digsafelynewyork.com g...0 rin (5 8) - -.111.111111.:11111.1.11 I—- -1-1.11-,,.,, w.. x,.,. . . ,. .:. , . ..:. . 2007. 1 Hutchins r1 1l1� 1 745 0308 Fax . - - - - . - - . . a - - - 1. - . ! - - - , I � ,I I I- i LIMIT OF 15'x31' .I —4" PERFORATED PVC LATERALS STONE BED INSTALLED NEAR LEVEL IN - - BED CONFIGURATION PROPOSED . DISTRIBUTIONBOX `; r_', _' ' ,,-_ - ,: TRANSITION TION FORCE / .r �' r / =r "' `- ' , r s MAIN TO 4 PVC I r' f _' - P ;. 1 - - , _ OUTSIDE OFD BOX - ! -f,� I ,,. f ' rr i f :1 I r : r ,! - - =r _,: ._,; -'.?; - �'.,, _5, - :",Jt` "-,t '-iC ..,C ,;V "�:�- t a:. , 111� r _ - .-.,.. -: c,:.:i� - :,- n ,_;, =,. 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"" NG HIGH GRADE .. \,' , ->; . . ;.,; ;.�;. - .. . - . 1. . r - \ \ \ \ _, _ i — — \ /7. , ./ / 1.5 I I. 1. _ . :. .. \ 11� \ , /. r. /, ^i` __. \ , _.... ... _. i / / / . , / „\ ! \,. \ \ / :. .r \ .. \ \ . . . . /, _._:. . \. \ .. , . . ,. . , \/ , \ .. .. ...._ : ._......: ,...._._:::.._. .. . ii•, - . _.._I i....__.:::__.... ... .. . - 3 SEPARATION - \ r / - _- _.1,. / . ::..._.....: - - ' _ T E "/„ - ,- - \ . _... II. . \ .. . . .. . ;.,. -._,.. . - __.. .___. _. . _. .. ... ... \ \/\ IL..... ;. . . .. . . .. , . / ., ii / i / / l / / / / / / / ��\ �, \ \ \ \ \ \ \ \ \ \ _......_.... :..................:: / // // // rl'- I. r., .. . . / / . _- /,/ /,/ /i,./i, / /,. /,. / i \ l / / / / / / / / / / /i /i,/,/ / 1. . _. : .:i \ \ \ \ 1 I :it \ \ \ __. . _._ , r � ! ,, IIr... il,. air... .,1_ h! I I —:; FF i..-. ... .. ti _..- _._ .... _ _ _. ... _..::: L__... \ \ \ \ _ f I I. I. � . / / I I f II - L._....: ` \ \ _.. ...... ........... . .......... _111 jij� __. .. \ \ - h II ".: I .. ll. . : (I ... .. .:, !. II.. III I. .. t_. :_ II...., ... , I I I,.. ! I ;.-_ III . lil: ': :;:IIL. :Te..-.;L,_,. \ \\;\\/\\i�\i/\\\�\/\\/\\/\\i�\\�\\ III II. . I . - - - - -- ___. __ -:.::.- :: - - _ _ II . III 1 . ., I I-- I. „ I 1.I, t. i t i _ I BEDROCK l i I I I} f,f l l: .,1, - .._ . ,. !: � r III .i , :...._, , „ i I I._... , _.. I . .: 1 .: . , 4 - - NOTE: BEDROCK REMOVED TO 6' BELOW GRADE TO ENSURE 3' SEPARATION FROM BOTTOM OF BED TO BEDROCK. ' - � BED INSTALLED TO MATCH EXISTING GRADE. - ' =� PT OIV BLD s7 C11 1V f i 1. NTS ! . - RECORD DRAWING NOTE: . � A REPRESENTATIVE OF OUR OFFICE VISITED THE SITE DURING CONSTRUCTION AND IT IS MY ` U OPINION THAT THE SYSTEM IS INSTALLED IN POLYETHYLENE EXTENSION a GENERAL CONFORMANCE WITH THE 'APPROVED - To GRADE WITH TAMPER RESISTANT ExTERIOR WEATHERPROOF JUNCTION Bax PLAN AND THIS RECORD DRAWING. FINAL APPROXIMATE ACCESS COVER (IF NECESSARY). SEAL CONDUIT GAS TIGHT. 4" PVC SDR-35 SOLID HEADER TO SURFACE FINISHING AND TURF ESTABLISHMENT IS FINISH GRADE .t INSTALL CONTROL PANEL IN HOUSE. ALL ELECTRICAL PERFORATED ABSORPTION TRENCH ONGOING. WORK TO BE INSPECTED BY A CERTIFIED ELECTRICAL_ PIPING, 1/8" PER FOOT MIN SLOPE INSTALLED INSPECTION AGENCY PRIOR TO START-UP OF PUMP STATION. G. THOMAS HUTCHINS, P.E. . 10/24/16 . __4 [ � � T 1 S 0 TO 4" 12" 1 VER 12" MIN. OUTSIDETOF D-BOX DISTRIBUTION BOX - COVER - INSTALL FLOAT SWITCHES To OPERATE , PUMP AND MAINTAIN LEVELS AS INDICATED - . - �� 4„ PVC SDR-35- L °\ I _____ W I i I � I - I - . ° <. ° a 1 °.° a.� 0 1/MINP PER FOOT a E I ` . o �. / ` . 1144� RECORUDRAWING � - INLET — M l BALL VALVE ` - I ELBOW ° - a - LIQUID LEVEL OUTLET 4" PVC SDR-35 USE SPEED LEVELERS TO INSTALLATION DATE. OCTOBER 2®16 MIN. SLOPE - — _ -- - INSTALL VALVES AND UNIONS ASSURE ALL OUTLETS ARE AT 1/4" PER FOOT ° 4 SUCH THAT EITHER PUMP CAN BE - - I EXACTLY THE SAME ELEVATION INSTALLED BY ROB LAN>°EAR EXCAVATING ISOLATED AND REMOVED WITHOUT — 2"MIN. 16" 18„ : REQUIRING PIT ENTRY . -MIN. o _ 2"MIN. DROP TAX MAP # 227.18-1-42 WATERTIGHT SLEEVE AND — � - ____ - \ - - BETWEEN INVERTS ALTERATION OF THIS DOCUMENT- EXCEPT BY A LICENSED PROFESSIONAL - SEAL (TYP) ° I,- � ® ° BALL CHECK VALVE--\ a ENGINEER IS A VIOLATION OF NYS EDUCATION LAW. - - ALARM 3" ABOVE PUMP ON' \ - 4 Z x & LAG PUMP ON L, _ Q 2" HDPE SDR-9 FORCEMAIN o A � ° FLOAT SWITCHES - INSTALL INSIDE �\ r C) � PUMP ON \\ O PUMP PIT IN LOCATION ACCESSIBLE 1,250 GALLON PRECAST ° o WITHOUT PIT ENTRY CONCRETE SEPTIC TANK -� ° �2 SCH-40 PVC PIPING , PUMP OFF \\ �— INSIDE WET WELL THROUGH WALL 2 `� uu RECORD DRAWING 10/24/16 -_W MAXIMUM 4X W� MINIMUM 2X IIDTH 0 � UNION - LOCATE SUCH THAT UNION PV MP STATION NOTES 1 VISED BO N R A 9 4 16" MIN. CAN BE DISCONNECTED AND PUMP SEAL ALL TANK OPENINGS WATERTIGHT. 0 ISSUED FOR SEPTIC PERMIT 9112116 ° REMOVED WITHOUT TANK ENTRY VOLUME OF DOSE TO . ° a 4 . ° , _ . . ° . °. $ ' : BE 100± GALLONSI. PROVIDE AND INSTALL UL LISTED PACKAGED PUMP CONTROL PANEL N o. Revisions Dote - a .a °. a a % . .�. . ° .° .a a ,� REDUCING TEE POINTED DOWNWARD WITH WITH VISUAL AND AUDIBLE ALARM. INSTALL DUPLEX, ALTERNATING, - 1,000 GALLON PRECAST CONCRETE PUMP .STATION 1" BALL VALVE THROTTLED TO ALLOW DEMAND DOSE CONTROL PANEL INSIDE HOUSE IN ACCESSIBLE LOCATION. WASTEWATER C�CP . SEPTIC TANK NOTES TRICKLE DRAIN BACK INTO WETWELL �,7 `7 DETAILS - ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK STATE DEPARTMENT INSTALL POWER & CONTROL WIRING TO CONTROLLER WITH ALARM IN - OF HEALTH AND SHALL BE OF PRECAST CONCRETE AS MANUFACTURED BY UTOPIA HOUSE IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND prepared for: - - ENTERPRISES OR EQUIVALENT. ; SIMPLEX EFFLUENT PUMP NATIONAL ELECTRIC CODE (N.E.C.) REQUIREMENTS. Ann K. Storandt Revocable Trust PSafely. - ALL STRUCTURES SHALL BE PLACED ON FIR.M, COMPACT SAND OR GRAVEL BASE. WHERE - PUMP CONTROL AND FLOAT LEVELS TO BE INSTALLED TO PROVIDE A 63 Hanneford Road EXISTING SOIL CONDITIONS ARE UNSUITABLE, CRUSHED STONE SHALL BE PLACED AS 100 GALLON DOSE. NECESSARY TO ACHIEVE A STABLE BASE. c �]"r T/�n! Q, ®� J n Town Of,QueenSbUry, Warren County, NY EI Call Before You Dig SEPTIC d C ! !'ll Y �7C r td ATI V TAIL ®wait The Required Time SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL BE OF EXTRA HEAVY CONSTRUCTION EFFLUENT PUMP TO BE GOULDS SIMPLEX EFFLUENT PUMP, MODEL 3885 - p WaiCont Utility Response NTS WE03M SUBMERSIBLE EFFLUENT PUMP .5 HP, 230 VOLT, 1PH / SINGLE Drawn: JRS I Checked: GTH I Scale: NOTED I Date: 5/27/2016 - 0 Respect The Marks DESIGNED FOR H-20 WHEEL LOADING. PHASE, 3O GPM @ 20 TDH 169 Haviland Rood �Dig With Care 800-962-7962 ALL JOINTS MUST BE SEALED WITH BUTYL SEALANT. JOINTS BELOW THE LIQUID LEVEL MUST VERIFY EXISTING ELECTRICAL SERVICE PRIOR TO PURCHASING PUMP. Queensbury, NY -12804 - www.digsafetyneenryoBE TESTED BEFORE BACKFILLING. (518) 745-0307 Phone ��®®� m Hutchins Engineering (518) 745-0308 Fax