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SEP-000818-2016 TOWN OF QUEENS BURY 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 Community Development-Building&Codes (518)761-8256 CERTIFICATE OF COMPLIANCE Permit Number: SEP-000818-2016 Date Issued: Thursday, August 30, 2018 This is to certify that work requested to be done as shown by Permit Number SEP-000818-2016 has been completed. Tax Map Number: 227.17-2-22 Location: 15 CHURCHILL RD Owner: Terry Gates Applicant: Chad Gates This structure may be occupied as a: Residential Septic Alteration Revised Plans Received 2/8/2017 By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Compliance DOES NOT relieve the (#-- 444.04 41#/st 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. Amk TOWN 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-000818-2016 Tax Map No: 227.17-2-22 Permission is hereby granted to: Chad Gates For property located at: 15 CHURCHILL 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 Type of Construction Owner Name: Terry Gates Septic Disposal-Residential $0.00 Owner Address: 15 Churchill RD Total Value $0.00 Queensbury,NY 12804 Contractor or Builders Name/Address Electrical Inspection Agency Plans&Specifications Residential Septic Alteration $40.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Saturday,December 2,2017 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbu befojtheex rationn date.Dated at the Town o Queens //Frid ,2016 SIGNED BY: �•Y/ for the Town of Queensbury. Director of Building&Code Enforcement MDESEEPTI�C�7DIISSPOSAL PERMIT Office Use Only E O W E �0 16 Received�l1 Tax Map ID V ? Z�i �. 7 — d — a Permit No. C _Permit FeeBUR Approvals: NG 8 CODE / APPLICANT /HpD GA7ES / PHONE/E-MAILISI 8) 361 — 572-7 ADDRESS /DIU'����J .Q�PE(L 45rpeel U4Ke 66J)966 AlV /;gqs INSTALLEWBUILDER: 113 PHONE/E-MAIL ADDRESS: /� OWNER 5/�ME /,,6Arruc 9N'r PHONE/E-MAIL Address CONTACT PERSON FOR BUILDING&CODES COMPL/AN PHONE RESIDENCE INFORMATION Year Built #of bedrooms X Gallons per bedroom =Total Daily Flow 1980 or older �j t) �6j,4 E/t fMi�K f Marx 3 3 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 _Sand _Loam _Clay Other- Groundwater At what depth? M0fl.9 G Bedrock/Impervious Material At what depth? 6aPTE1Z rNFlN ' Domestic Water Supply _Municipal Well(if well,water supply from any septic system absorption is 10 3 ft.) Percolation Test Rate: 13 MW-/IN.per minute per inch (test to be completed by licensed engineering/architect) PROPOSED SYSTEM FOR NEW CONSTRUCTION Tank Size Exlsr- 6660 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? FKW7 /105cArrow 7-Rs4-4c5 - a T"w mra 0 36 LF Fes+ 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�b.y t�fhn•ese a�Q all requirements of the Town of Queensbury Sanitary Sewage Di pos Ordinance. Print Name: _( � / . (. Lel Date: .z / Signature: % 'Z_ Date: Z.7 Town of Queensbury Building &Codes Septic Disposal Permit July 2014 , , _ _ *\...---.i-, .,.,, . -I.�.I.II...-.-�.�--".I..�.� "��.�I-.I-�I��I.1�,�I.�..��_-I.�_.I��_...I�����.-I.I I I.��.I� . I_� __.__�,,'��IiIt.,"i."��I:I�"'I A.,."ii11'.t,,'A�.i I;..1 1-.-;A lI%'iAi.!1'1,i.I..�'....IA ii-..I%1.I!..-.5�. 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I-,`�,'�I�.:-"_-��i_..I::'I1"�,I.I�_,:--".,�-�-,1..t:�..:�,,.",,1.,.���E:��-�,-,�;\i :tt.!.I'..M-��,.�-,, i A y, .. -. �-W . - y.�. ®� E �� _W ....-: . i <3 i , �. , . ® . . - � - kI.,,la c - . - I .- - ' - - _ _ - -% i 100'WELL + K k f// k t WA T'EWAT �R.SYSTE!/I L� f IV SETBACK -_ �, i - - ! . - - _ - . \ 3 BEDROOM-RESIDENCE . i/r i ® 1 . - ` �. / . \\` + WATER SAVING FIXTURES ;.. fi' - ,g .: ® / / .a. ® 1.6 GPF MAX. FLUSH '.3.0 GPM MAX. FAUCETS ` " s<x=<. i ( ) k.". - 1 ®. DESIGN FLOW - 110 GPD BEDROOM _ ® ; / i / - w i / ®.�'�' ,; % SYSTEM DESIGN FLOW,- 330.GPD 1., a ' ® - / SEPTIC TANK - EXISTING.1,000 GALLON PRECAST CONCRETE TO ,\,",,��'�,.-.�II i, ,, , , i /- E17 BE PUMPED, INSPECTED, & REUSED IF , u ". ;r . ` APPROX EXISTING TREELINE.* - "r^' r,. :ia ,s, - i . _ + w'O , x i + / s P SUITABLE. INSPECT BAFFLES. . �� �; � °' / n�. i },. �-� i - - o 6• i PUMP STATION - POP P. R OSED 500 GALLON PRECAST CONCRETE - .W 10 1 :: /"K C A 6 _ / j gEt LEACH FIELD. PRESBY ABSORPTION.TRENCHES /`_ i, - + .. \1 ` : i ` - - . DESIGN PERCOLATION RATE = 11-15 MIN/IN r% i 1 + + / , �_,,. i . / / 4' WIDE TRENCH LENGTH REQUIRED = 69 LF „ ' : :„' z", 3 `.­/-�,1�-,I-V`,��.�'*.111V--�...V/,��...I..�0'tiIiIl-,��./�.-,.��1v--ii%��,-."-I_'\T....II i&., � %..A I./II�I 1\-�.I. T�-..R�-II.:�._���.-�\-� I-I �-.-I.-.-�.�I\I I.II���...1--I1���I-I_..,� ��I�,I�.�I,I--.-..--I:I�-,..%.I\-,I7.��;.-.-.:_.I .I,--IIi.I�-�__.I:�:�0 1.I,,,-�_',_I.�\' �-LI_��'II�-,�­�..I-I�I�,I.:I---­.I�i�.,_�--I.I.I.�I�..I�'iI\I�.1'.:"�:I-1�II:.,.:...1.�I 1��,.'-�_..I,._"I- ® ®+ 0'WELL \ ` �- PER PRESBY INSTALLATION MANUAL s": "" " ' i ;z S TION EN ,moi - AB ORP TR CH,(2)PRESBYAES ( ) r ® i� SETBACK � PROVIDE 2 TRENCHES @ 36 LF 1 , z3,;,;,.. i I TRENCHES @ 36 EACH W/(2)LATERALS x." �. ,-"_-I,I-,,I�,;_-t�,I-,`.�I I:,�.�":..'.�-.,-"-,,,,.-,,:_."I,I 1.'tN:::�_:...��,"�.���-�j`,.:"I",,,,..,,:.I"�I,,I_��...�.'t�_,1.,�,-,,,,,1,I�:,,.I,:�-"I,­,,!,�- ,�.7?�,,�,\,','.,._�,. "� \ of PRESBY AES PIPE PER TRENCH @ 35' 72 LF TOTAL TO BE PROVIDED �. �� ` �,,�I."-_­-,"�,,I�_,­�-,.".,.-,-_;,1..;,`,,�1�.:,.-�_.�,�;.,,1.,_,t..;��,,:���1,,i�1%_.l,­.;1!',!"�,I,1�:,,,­,,,::1-,:I��11I�:.,_�,�,�,"",%',-.�.,4�I-1.1;.�­.".,,"1\:.,_,�,i, " / .. ,,,.�::\,,��"_�,,,;,,�:�,.1, 1, \ _ - ..,z.,< : TWO ROWS OF AES PIPE LATE ALS . . , ,,," l R REQUIRED PER TRENCH ., " . LENG Fa.: i TH 0 AES PROVIDED 4 ROWS @ 35 iF :;`• :� i / - 140 LF TOTAL TO BE PROVIDED M i , / __ '>.: E L CA 0 N --� � LOC-- TI l MAF . r \ POTABLE WATER SUPPLY iS ON-SITE WELL \ -` srr T.to . . - \ i M I 1 ' I i A NTA N 50 MINIMUM -SEPARATION BETWEEN -SEPTIC ifl/ C�A� �+ Tp� ��- i , n-�- pi i i ' - TANK AND WELL - !/V�STL 1+1/AT SYJT M 11 YS/ALLA 1 ION 1 V®TES . " - - - e / i - . \ A ' \ MAINTAIN 100 "MINIMUM SEPARATION BETWEEN CONSTRUCTION .SHALL BE AS SHOWN ON THIS DRAWING AND IN."`A000RDANCE' .WITH. THE N.Y.S.- DEPARTMENT OF .. . . . I / i . ., , i48SORPTION FIELD AND WELL- HEALTH INDMDUAL HOUSEHOLD SY T DECII` %w - SEMS AND ASTM F481- INSTALLATION OF THERMOPLASTIC'PIPE AND CORRUGATED . ,t i \ / / Zrn ` `' ; TUBING IN SEPTIC TANK LEACH FIELDS. _. - i \�. e - i I \ ` o - - SYSTEM .TO BE INSTALLED.IN ACCORDANCE WITH PRODUCT 'DESIGN. AND ' INSTALLATION MANUAL : 'STATE AND - . . . i ` ( I � \ I LOCAL REGULATIONS., FOR PRODUCT INFORMATION ,OR THE NEAREST DEALER, CONTACT PRESBY ENVIRONMENTAL, INC - ti \ :� _ '143 AIRPORT ROAD, WHITEFIELD,•NH .03598,-PHONE - I ` \ im8®Q-473-5298 WWW PRESBYECO.COM 1, 1 .'c` �\ Cry EX%ST. i i . O wELLt\ a.4 - , ` I. _ . ,,., _ i - n � I I „ AFTER EXCAVATION OF TRENCHES TO THE DEPTHS REQUIRED, 7HE WALLS AND FLOOR OF EACH 'TRENCH SHALL "BE i \ , TP-1 \ HIGH VENT D%SGLaISED CLEANED AND RAKED iN ORDER TO LOOSEN SMEARED SECTIONS OF TRENCH. `i IN TREELINE . _ , i \ 'b ® j \ - . I i0o' GHBORING_ WELL _ `� l SETBACK -- ---- LOW VENT®%SGUZSED PLACEMENT OF PRESBY SYSTEM SAND, PRESBY ADVANCED ENWRO=SEPTIC a PIPE AND FLTE ® rm+ r - - i O 1 R.FABRIC SHALL BE AS k ` i \ t -z \ _ ' ;_ - . i IN TREEL%NE i. SHOWN, AND CARE SHALL BE EXERCISED TO AVOID INCLUSION OF'FINE GRAINED SOILS AND_'WASTE MATERIAL-IN THE i \ ® / PROP,CLEARING L%Na%T PIPE. - , �\ - . -1 \ \ ` tt � ` MINIMUM OF 6" OF SYSTEM SAND, WITH LESS THAP 2Z PASSING A # 200 SIEVE, REQUIRED AROUND CIRCUMFERENCE N - _i _ . V ; , . \ �1 1/ Ik i . , OF ADVANCED ENViR® SEPTIC PIPES. (SEE DESIGN AND INSTALLATION MANUAL FOR COMPLETE SAND •AND FILL - s i 1 i SPECIFICATIONS.) . - - i - I PROP.FOiecEMAIN " / - - - 100'WELL 'i i . - jt / INSTALLER TO PROVIDE SIEVE ANALYSIS "FOR PRESBY SYSTEM SAND ,TO DESIGN ENGINEER PRIOR TO_TRANSPORTING � ` /� ---- 'SETBACK -_ ` - -''� ®+ TO THE.S . P - i..,\ - ` .- '- 'A y lily .• / - - SAND t ++ i .0o DW K E GRADES INDICATED, MAINTAINING STRAIGHT CONTINUOUS GRADES WITHOUT SAGS THE PIPE SHOULD, BE LAID AT TH 11 II i HUMPS,.SEPARATED JOINTS, OR OTHER UNSUITABLE CONDITIONS. _` i >Rr ��S_if BA / --- - - - . - _ . I. ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL AND DIVERT "SURFACE RUNOFF AWAY FROM THE_\ / PO "' = _ ®WICK p,l. i S�TgA i,-, �+ / DIS SA.L FIELD. j ®-" a EXIST."HOUSE SEWER �� "® / ► DO_.NOT USE HEAVY EQUIPMENT WITHIN THE ABSORPTION.AREA,AFTER PIPING HAS BEEN INSTALLED. . ® - i - I. I. I. ® . EXIST.1,000 PRECAST CONCRETE i 1 0 - - .® + i , ES AND. IS NOT DESIGNED TO ACCOMODATE EXTREME �® SEPTIC TANK TO 8E PUMPED,INSPECTE® THIS SYSTEM IS DESIGNED FOR WATER CONSERVING FIXT' FrX.I STIl y G &REUSED IF SUITABLE.INSPECT BAFFLES. ° L - ` WATER USE OR EXTREME ORGANIC LOADING DEVICES SUCH AS JACUZZI TYPE SPAS OR .GARBAGE GRINDERS. - : _ . + DRIVE PROP.50GALLON PUMP + ++ .1 I"= / i - - ROOF, FOOTING, GARAGE, CELLAR AND SURFACE WATER DRAINAGE MUST BE EXCLUDED FROM THE WASTEWATER - srarrON j ® i ` f, � 4 / " i SYSTEM. �,_ i i \. + ( /� . . INSTALLER ADVISED TO CONTACT DIG SAFELY NEW YORK PRIOR TO CONSTRUCTION. i WAS T WAT YTM MATERIAL P ®® .. 'L '` i �� ECIEICATIOIVS ++ i , ,.,_t.:... . ,ti - ;.� °, - i o t� µ wE . _ sE R P " - .. - - - I�: " - t `.' EFFLUENT IPE '" - " \ - - " t- n r ;I. .;- PIPING TO BE 4 SDR-35 OR SCH-40 PVC.' INSTALL WITH 1/8" PER.FOOT MINIMUM SLOPE _ ® + ` �' ® �? ra FORCEMAIN ®® - i � t ® ,.t�-+ PIPING TO BE 1-1/2" SDR-9 HDPE OR EQUIVALENT. \ ®/ - i 1 ® i -, _ t o �rLTER FaaRlc . - i I'-, . ,t'''' EXIST: FiLTER FABRIC TO BE 4.8 OZ/SY NON-WOVEN SEPARATION FABRIC, TENCATE M/RAFI 140N - . - ` _ . °�' 1 NEIGHBORING ,. 1 ..,,I,-, _► OR EQUIVALENT. - WELL# ,. i i i 4 'Z, - PRESBY.SYSTEM SAND . . . ; <g , .. i i ,M % t'r, - - PRESBY SYSTEM SAND TO BE ASTM C33 WASHED CONCRETE 'SAND. SEE_"SYSTEM SAND _ - EXIST. I i , GRADATION" FOR SPECIFICATIONS - NEIGHBORING `Y, - ,: SHALLOW TRENCH FILL MATERIAL . WELLt ` i AL T AVE SIMIL ATION _ - - - l.Y iY'� I MATERI TI . W V - .. .. O ,1111*..;'' .®'° THAN 3 0 H AR PERCOL 0 RAT'= TO EXJS NG iN S17U SOILS ND PARTICLES GREATER i - i A € + 1 -. 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I...�.I-.I���-I-�I�I�I.I.�-1�.I I-�.1,I III 0I-�.-.�,1,I�-..,.�.�-�..�-IIII I�.I-�-,1II�--..-1.-;141.�.-r�.-���.I.I-­.1I I.�I-,-��_--��1I.�I 1 I.��,,�I,I:�II-',.�. c, _ A . PLACE _ . _. I!4UM--TOP801t-©VER"EF 1 R ,4BSORPTION FIELD 'AREA. SEED " U ":., I ,r + M L,CH AND ESTABLISH + TURF. - i I - Nov 3 0 2015 C,r/=:$ '. - _ l - TOWN OF QUA � A� - � .. i , OF c UEENS�t)RY ILEI SOC t - �"� " _ , . I + - T®WN II.I eulLOl�vG coD Reviewed B ® 3t a w ' - i - - . - f ®. : SEPTIC PLOT PLAN, 1 - WASTEVIATERYSTEM.PLAN ` EEN OR OgsRVE© ASL Os� Cs ,. / "_ .. " i ®® HAVE SOUSES,WELLS,TREES,FENCkS,ETA ®F NE j. " SCALE: .1 .20 /� . I _-1 - i i SUCH ASH - - . ' 1 - SHOWN ON THIS DOCUMENT.I HAVE PERS,_NAf_LY �P� q� ®' Q' 61EASlh�D,.HE STA CE SET FORTH ON THIS DiAGfv;ivl, ��p r �� - . It 7 M THERE'ARE NO OTHER KNOWN __-=._... �+ 3 WAT.I'R SUPPLY WELLS WITHIN - + - Ur.• y * : C'3 - I �,r..�,nT1;RE , 1 W /'- ! ` - z . 100 OF THE PROPOSED i . ABSORPTION FIELD AREA i CON' i _ �. 227.17-2-22 SEP-000818-2016 �t4 / ,RACTOR TO FIELD VERIFY `. +s'® SITE SOILS DATA - Gates • " ALL sEredcKs PRioR TO ; , Chad o / BEGINNING INSTALLATION - i . '°�� P - - ii TETPiT 15 Churchill Road . - - � TP-1 - 11/1/16 BY TOM HUTCHINS, P.E - Residential Septic Alteration _ _ ' - 1. _ _ - _ _ - - .�sn - . _ 0- - MEDIUM BROWN SILTY LOAM - . - - ? 16-29" - YELLOW-BROWN SILT TAX MAP,#,227.17-2-22 - - 29-46" - DARK BROWN SILT WITH,SOME FINE SAND; ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL, COBBLES & BOULDERS ENGINEER IS A VIOLATION OF NYS EDUCATION LAW. i - 46-54"1 - MEDIUM BROWN SILT; FIRM PRESBY SYSTEM SAND GRADATION MOTTLING ® 44„ SIEVE PE-1 f- -_PAssrlUc - WASTEWATER SYSTEM SETBACK SCHEDULE - 3/8„ (9.5-mm) 0090 I - TP-2 - 11/14/16 BY TOM HUTCHINS, P.E. PROPERTY LINE _. iNELLS HOUSE.; No. 4 (4.75-mm) 99-!0O% - - - ' I 0-20" - DARK BROWN SILTY TOPSOIL \ . No. 8 (2.36-mm) 8 '100% 1 SEPTTCTANK. 10' S0' 10' Q ( 20-44" - LiGHT YELLOW-BROWN SILT, SANDY SILT, ABSORPTION FIELD 10' 100', 20' 0 ISSUED FOR PERMIT 11 23 16 No. 16 1.18-mm) 50-85% III COBBLES & BOULDERS _ I �. � - 4- - . . SILT- GRAY & DARK ; _ No. 30 (600-µm) 25-601No. Revisions Date 4 55" LIGHT BROWN SANDY No. 50 (30O-µm) � 5-3090 INCLUSIONS,• COBBLES & BOULDERS ' . ' ' S5-60". - GRAYISH SILTY GRAVEL; FIRM {/�/Q �/c�" n/J �./� . v Y/� 1 V / �V� /"1 'No. 100 (150-pmj - - ' " O_10% : - 0-2% (MUST BE OBTAINED MOTTLING ® 52" - , repared for - - No. 200 (75-µm) _ - P . ,By WASHING) ®® - ROOTS.TO 53 . - 1 r INSTALLER TO PPOWDE SIEVE ANALYSJS. FOR_ PRESBY - SYSTEM SAND to DESIGN ENGINEER .PRIOR "TO PERCOLAT 15 Churchill Lane ION TEST Cala Before You Dag TRANSPORTING SAND TO THE SITE. - MAP REFERENCE. Town Of Queensbury, Warren Count)/, NY ���.�..�.�­��_�.�o1�,I I�.I�:1�-�1\�1."7 PT 1 - 11/1/16 BY TOM HUTCHINS, P.E. - BASE: MAPPING . INFORMATION , FROM ®wast The Required Time _ Confirm Utility Response - ' . STABILIZED PERCOLATION RATE: 13 MINUTES 0 SECONDS WARREN COUNTY GIS & AERIAL Dra I GTH - 1" 2 wn: JRS Checked: Scale: = 0'.. I Date:".6/30/2016. Respect The Marks - . . . Dig With Care i - PHOTOGRAPHY, ALL LOCATIONS ARE. 169 Haviland Road- APPROXIMATE CONTRACTOR TO FIELD VERIFY ALL SETBACKS PRIOR TO Queensbury, NY .-12804 - wy 'fi 291044-01 - 1 www.dagsaeeaynevsryork.corn � BEGINNING INSTALLATION. h (518) 745-0307 Phone " - „ . - ,., . - ...W„, . „.....,_. .......�_ �...�,... .�W-- .��.- ,. ,,.,.. , . .. ., w u Ina n ,neer'n (51 s) 745 0308 Fax . - PREVIOUS.ORGANIC MATERIAL FILTER-FABRIC OVER TOP.- , D. AN 4,.TRENCH WIDTH— 1.5' BA NATIVE SOIL & TOPSOIL TO BE REMOVED OF PRESBY SYSTEM S PRIOR TO PLACING BACKFILL BACKFILL MATERIAL » SHALLOW TRENCH FILL.MATERIAL 4MI NIMUM TOPSOIL ON EXISTING GRADE EXTERIOR WEATHERPROOF JUNCTION BOX IF NECESSARY). ENTIRE ABSORPTION FIELD_AREA, SEED AND ESTABLISH TURF SUGGESTED: POLYETHYLENECONDUIT - SEALS TIGH . = GA T CONT OL PANEL IN ,.... � . .. . ... ...:.... . :... ... .. ....:.: :.:...:..: _.. _ :. s EXTENSION0 GRADE WITH � I HOUSE. ALL ELECTRICAL WORK TO BE INSPECTED BY A „_-7 I -...f TMP RESISTANT C / A ER A CESS .. :. ... .. .. :'....,.: ...,.: :. .".:., :.•,f•. . - , -CERTIFIED R IF S IED ELECTRICAL INSPECTION AGENCY PRIOR Y RIO TO , .. .. ....... . . ._. .. .. .. :. ...: . v....._..-i i l ! I COVER (NON TRAFFIC AREASSTA " /\/.. ... ..•: : .. - - -- --! . ( ) RT UP OF PUMP STATION. I _ _ 12 WIN. COVER i..... .........COVER 12 MIN V R i .... DISTRIBUTION 80X - .. I : - . : , • OUTSIDE 0 0 _ . F D -BOX 1 / PER FOOT E-- . , - _., - MIN. aI 1 8 PER F00 ------- . - - - , -... _..: � :.... .... ..: ..! Iill 3 I i MIN _----' ---- ! �----: ! . SOP L E - - 4 USE BAFFLE - SEWER I UID LEVE :.....: : ::. .:: : .: LIQ L ENT SEWER I 1 1 2 USE SPEED LEVELERS TO -- ! : 1 I 2 MIN. , , : , . ; : : , � , ! s ASSURE OUTLETS , : ,. : .. . .. . . . .. .... .. . : , . S E E A R ALL L ARE AT WATERTIGHT LE V 4 _.. .:_ ._... : :. .. ..: : ..._.._.... .. ....._._.: , :_..... ... _.._ ,...._.... . . , . . . . :. FORCEMAIN _.... „ � <. 1 EXACTLY THE SAME ELEVATION ....-- & SEAL TYP. ..... I _ 2 MIN. DROP ! : . , . : _: _............ . ,... . _. MIN. BALL VALVE _ - - - - - - - - - - -- - ! ` _ 3_.MINIMUM._SEPARA-TGON-: ! --: : - ! : - - 4 PVC SDR 35 SOLID HEADER I :. ...! ! I _. .. - - ... - _.. _; : : - BETWEEN IN ; ::. ._; :. :...._; .._..._... _::.::....: ::..::.': :_:...... ....._.. i .. ..._.._. ... ..._ .. .....__..... ._..._..... ._........... .......... ............ .. - i. .... - -. A° O-ABSORPTION LATERALS . . . : .. _ : , _.... L..." TEJ .BOUNDAR.Y :CONIJtTtON T , I : i ALARM 3 ABOVE » , . __. .... . .._.... , ! : , O _. PUMP ON 1 8 PER F00 1 SLP _ SEPTIC TANK NOTES - , . , , ;.....--! : :... . .. ... :... LIQUID DEPTH -- - -- _-- -. _. - I I _ I - - -- - -- -ALL UNITS SHALL COMPLY WITH THE P .ON o ___.__ ___ __._! 30 -MIN. PUMP � , ,- --' `---- ' :--' ! ---"' - -- � ___-I ' ----: : !_- - -- , ----_� 1 1 2 SCH 40 PVC OR GALVANIZED :- 1 -: , .__-. - REQUIREMENTS OF T E E O K S TE : - - H NEW YORK TA ; ! ! � ' ' II " _ . ,< so MAXMAx. _ PUMP � I : ! , , , : ; ! - .rl I !..:.._...; : ,......._�: --.._.: __.._ _ ` :,:BOUNDARY. CONDITION- TATION NOTES. PIPING SIDE WET W t . . .: : : ---.: : . . , ; ' _ ° f IN WELL THROUGH WALL _....: . .......... . . .... ........._. _..._., . _......._, . .._..__.: : .. ........: . ....._: . .__... _, . ... ... : . ... .. ». DEPARTMENT OF HEALTH AND SHALL BE OF :..... .: : '.:_..........' :.........:.: : :._. . ' PUMP OFF SEAL ALL TANK OPENINGS WATERTIGHT. _..:...I _._._....: , ,_...._..: : :............: : .........! : :_... _._.. @ 52 MOTTLING PRECAST CONCRETEMANUFACTURED , 8 _ ( ) AS Y _._... _.......... . :............ : ..........: : .........._. , ..._...... _ _..... ! , s UNTO LOCATE SUCH I. ! , I ' N C THAT UNION ..._ . . .. ._.._.... ._.. UTOPIA ENTERPRISES REQUIVALENT. ! . T A0 _..! : ...... I . 16 IN. :I. - MIN MU 2X WIDTH CAN- BE DISCONNECTED AND PUMP ! ' ! PROVIDE AND INSTALL UL .LISTED :PACKAGED I : .... LUME OF DOSE TO -PANEL � _!-. : ::_�_�- '!. - _ - MAXIMUM 4X WIDTH ° _ � REMOVED WITHOUT TANK ENTRY _. PUMP _ _.. P . GO TROL VISU NWITH . AL ALL STRUCTURES SHALL BE ACED 0 FIM E 80 GALLONS v _......... . ..._..........! . ............. . ........... _.. . ...._..... . .. ; , - I PL N R 8 A ° AUDIBLE .ALAR . .INS AL .. IMPL DE ! ,........ .: ,..._........ . .. . . \ M T L " S _ EX, MAND_ COMPACT SAND," OR GRAVEL BASE. WHERE REDUCING,TEE POINTED DOWNWARD WITH FLOAT SWITCHES - DOSE CONTROL-. PANEL INSIDE " HOUSE IN EXISTING SOIL CONDITIONS ARE UNSUITABLE, . ." 5®0 GALLON PRECAS 1 BALL VALVE THROTTLED TO. ALLOW PRESBY SYSTEM SAND ABSORPTION TRENCH 2 PRESBY AES °. ° . °. d :< a .< "' INSTALL INSIDE.PUMP PIT ACCESSIBLE,-LOCATION. G. ( ) CRUSHED STONE SHALL BE PLACED 'AS a' a CONCRETE PUMP."STATIO TRICKLE DRAIN BACK INTO WETWELL IN LOCATION-ACCESSIBLE TRENCHES @ 36 EACH. W/(2) LATERALS TREN . NECESSARY TO ACHIEVE A STABLE BASE. EXISTING 1,000 GALLON PRECAST CONCRETE BALL CHECK _.WITHOUT PIT ENTRY : INSTALL FLOAT SWITCHES TO POWER & -. CONTROL ,WIRING " TO . OF PRESBY-.AES PIPE PER TRENCH'"@ ,35' SEPTIC TANK VALVE .:CONTROLLER ." WITH ALARM t: IN HOUSE IN SEPTIC TANKS INSTALLED IN TRAFFIC ,AREAS OPERATE PUMP AND MAINTAIN . SHALL BE OF EXTRA HEAVY CONST UC770N GOULDS WE05H PUMP WITH r�MANUFACTURER'S R LEVELS.AS INDICATED ACCORDANCE DESIGNED.FOR H-20 WHEEL LOADING. ,I INSTRUCTIONS_-,ANO NATIONAL:: _ ELECTRIC _CODE_ Tr LSECTION N.E.C. R UIREMENTS. .HALL" W � � ALL JOINTS MUST BE SEALED WITH BUTYL" ( ) EQ NTS SEALANT. JOINTS -BELOW THE LIQUID LEVEL PUMP CONTROL AND FLOATj" LEVELS TO -BE MUST BE TESTED BEFORE BACKFILLING. SEPTIC TANK & PUMP STATION INSTALLED' TO PROVIDE_A 80 GALLON DOSE.- - NTS i " - EFFLUENT"PUMP TO BE.GOULDS PUMPS WE _ SERIES, MODEL WE05H SUBMERSIBLE EFFLUENT SEWN SEAM - I -PUMP .5.HP, 230 VOLT, 1PH 4"0 LOW VENT.ATTACHED I E . VERIFY'EXISTING, ELECTRICAL- SERVICE PRIOR TO „ VENT MANIFOLD _ 1 E PURCHASING PUMP. R AB AIR SPACE SKIMMER TABS SCREEN OPENING ALL ELECTRICAL-WORK TO BE,'INSPECTED 'BY A CERTIFIED :`ELECTRICAL INSPECTION AGENCY RIDGES i 3 EL W1 TH TOP PRIOR TO-START-UP OF PUMP• STATION. \ BOW EV 'i EL OF OFFSET ADAPTOR GEOTEXTILE SCUM N. TOPSOIL- - FABRIC � ” : \J v GEOTEXTILE ' 1 FIRE WRAP _ R • :__ 1. COARSE i EFFLUENT I FIBERS . I s{ ( { - _ AN LORI NTED - - SLOPE,, .:; ..:..:.::. ... _ 1 BIO-ACCELERATOR SLUDGE FIBER MAT FABRIC - _ I _ E VIRO S ADVANCED N OFFSET I EPTIC ADAPTOR - • - PIPE •- � YSTEM SAND:'•' is _ 8 ........::'.... ;: .. C _ C E R E T a RA - - L., ADVANCED V T �' a PIPE SECTION NTS ;VENT T,4IL - , NTs SCREEN VENT 1 E . _ . LBOW-LEVEL WITH TOP OPENINGS R - GEOTEXTILE . 10' MI 2» MIN OVER ADVANCED OF OFFSET ADAPTOR FIBER WRAP 2"-4" " ENVI O--SEPTIC PIPE N LOW VENT R ��!k LEVEL DISGUISED HR 2„ M R = �•=� ' ; � � , INS UBS IN OVE _ ti TOP OF'D-BOX RANDOMLY ORIENTED z FINAL GRADE -Zan FIBER MAT 3' MI r _ ADVANCED OFFSET -!' S�OP --`.•. ' = - \ ENVIRO-SEPTIC ADAPTOR -_ -- i PIPE ENVIR0 SEP77C -- -_ L__ __ �.__ r___ DISTRIBUTION PLACE WASHED PIPE BOX" PLACE WASHED » �. -STONE,AROUND STONE AROUND 4 "MAX INTO ELBOW OFFSET ADAPTOR E ELBOW SIDE VIEW I �4„O ; DRILL"SEVERAL 1 HOLES E W 90° LBO AT LOW POINT OF ELBOW TO PLAN VIEW DRAIN CONDENSATION.`LOW POINT, (i f MUST BE ABOVE SEASONAL HIGH ®f ° 'E NN TIL RAISH) LL) . � TI N WATER TABLE_ P } : � Nrs ! CO L /HI H VENT., TAILcc , N NrsUj Uj A spa ALTERATION.OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL ENGINEER IS A VIOLATION,OF NYS,EDUCATION LAW. a ISSUED FOR PERMIT 11123116 - o. I?.evisiorrs ®ate i WASTEWATER YTM TIL I prepared f®r: B Chad Gates Churchill Lane New ,I 15 �' Town of Queensbury, Warren County, NY ®call Before You Dig ; El Wait The Rewired Time j EI Confirm utility Response Drawn: JRS I Checked: GTH- I Scale:' NOTED I Date: 6/30/2016 El Respect The Marks ®Dig With Care 1.69 Hgviland Road 800-962 7962 Queensbury,” NY. 12804 r�(� rr�� www.digsafelynewyork.com (5.18) 745-0307 Phone 2'9 ®44—®1,—a��++.7G . . . . . .u.......,.w.w....,. W....,.. .,. . . . . . .. . . ....... . „ Hutchins Engineering 7455308 Faz .., .. � i ,�_:"�-,:%!1c, . .­ _i,._,�,1__:�-__�.:.I�_ I_�l. -Al!- I I�., _.,1.---­ ...- I � I � -, I __1 . - iI I_. I �_. . -I __ - - I - � �- - , - '- . ___ __. � � � .. __ I ,. - I . �r I I . - I�� ,_ � I � � - I �, I ­. �. - �I �_ I � �,I- I I . � � . � S I� I � � -� ­I 1, � I ­ I � I I I � . � , I I I � I � I ­ - I, I . I I . � - �_ - - . I I , I I . �, I I � , � I - I I . . I � .. I . .__ . � � � - I I . I S:,q, I- I � I I . 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NK: ��I- 2/8/j,7_.'_- -� _. - - - � - I � 1. , �. r , - 4 ­ � � , , - �. � 1 �REVISED SEPTICr-�TA . � - I I GROUNDWATER AND 4-FEET ,TO BEDROCK AND 1B6TTOM OF,ABSOf�PTION TRENCHES. ONLY SYSTEW FILL MA TERIAL SHALL BE INSTALLED � ­ � _ L . I - . I I , ' , � . , �.� - W LOdA 17ON TO.GRAVITY DISTRIBUTION � - _ - , � - I . I � . - . ­ � I . I . ". li I ­% - �_�, - � � - ...z - , .. I ,, 1,� I -� r . I ­ - ��'. ___ ,. r . - � � I - - �. ,- ­' '._ I � I , - I . .1. . ��:, i - . I - -1. �� ,I . . - L I . � . 0-20" :�­DARK BROWN SIL TY TOPSOIL I ; I I . INSTALLER To PROVIDE SIEVEANALYSIS FOR PRESBY. , b� I � � .: -. � ;, - ,�,�z . __ � ­ r ;�,:�� :,_ " �. z I -".. I I . �- � _ _ . - . . . � t�, � .� , I - , r � , . . � . � , � - I � _To DESIGN ENGINEER,PRIOR To , r_, I - . *... . ,,�i . __ ` � ,_ , ::� - �'j �. � r . I � - SAND , _�__ ! I -- . .:� - � . � ,­,_--,; �� -- I ' - :­ 1, , .1 � :i'.1 L:�_ : -1 _,:�- . . I � � ­ I I .1 � - - L I �I � SYSTEM .'' - I - -1 1� � �. -, .� -1 I- �i ,.:: ­::�,o � .­ �1� 1. � "1 1'/�j/i 6 ! 'L. - I � � 1 -44" - LIGHT YELLOW-BROWN SILT, SANDY.'SIL T, ­ .,l , - 1� , : - ,_,��,,,,,,, ISSUED ,FOR- ER : . , 1,� 0 ' MI T ' � :, :� :,�! C. THROUGHOUT THE WASTEWATER FIELD AREA AND TAPER�AREAS.. :1 , - ­ . __, , I . : . _ � � i, i; :��';LL , ,-- ,_�':_���: -: I � I tr - - -i . . i ._ . �,L , � , � . _t I I 1 20 , I � I I .� 1 : _�: : 19 , I - � - � �, I "I ­ � I - � ­ � � � ­ I � ­ I : _ -� , .� I 11 i , � , � :_ 1-1 h t . �­_ I -� 1. I I . -::1, I I I I �__ � I��_- ­ - . .�,�,_ .1. .-L 11:�,�� ­ - ..� . �' 1:r,I 1,i r.� � � .1 - iz '. . I, - . . I - .1, .. �: I � . I _.� - I � � I . I I I 1 . � � . - -!, - T � -1 - "-- I I . I . . I � . � I � TRANSPORTING SAND TO 774E SITE. , i t 1, �:;,:.. � - � - '� .1", -1,�-'I� --,_- ­,�-:.f-,, �: � � :- -i� �--' .�.;� - .�, �� - . - 11 GANIC MA TTER , I ��. . . & BOULDERS � . - . � i ." _., .- -­,­ - ' � ,�, ��,'�-:_�� . .` ­� -_� _,:� ,1. . -r,, 1:�, � I I ,­_I ` "I `r,,� �'It'� j;_- . ­ . . � WASTEWATER SYSTEM FILL" MATERIAL SHALL BE CAREFULLY SELECTED CLEAN, BANK RUN SAND, FREE OF TOPSOIL, OR � � COBBLES I � . ­ . r . . � I - ­ I .- I � . _..,�,%"._-_,,!-.,, , - I . . � �� . . � - � �� � . ��� - �� : I I ­­ I :_ - - I- � " , .�:,. , , 1 :, � -, I - -,T,: " - - , � � ��� t -� . . I . . I I I . � � � � � . . . ­ , . . I . . - .1, 0. �I . .r� - ­ -1 I ��z ­:: ��,�1-��e iy�s�qn,s._r" I I ��., : : ,: f � L 1. ­ Qc e - - .,�,' - I � .I � � �� E� 'MtH r - ' � . � � � 11 � , I - .- � ' . . 1 . 1. I .."L.L � 4 1 1_ � C I - ,� _,�__�_i_`:, N �,,I ,:��� �. ','���".I"':"_1. . . - - , - _. � . I � - � I ­ - I . - � ­ li 44-55 , - -LIGHT BROWN SANDY SILT; GRAY & DARK � � - .� � ­ � � � .i , 1. I -�...- lb ,__� _',�,� � � 1. 1 . � - ..�rll.I,'':� , __ , -_ _� ,-�! ,,�,�'_,, -� . , - " ­` _� - : ­ _:­ �: - _­_� ,_�� - ' -, r � , , , _-1 ,_:_ � � - . OR DEBRIS AND CONTAINING NO STONES LARGER THAN 3-INCH , NO A #100 SIEVE AND NOMOREL � . I . � - _L: � � O ," ; - - - , � : - - , I - , �­'. 1 1 - . . - --. � , � � � � � I I . . r . I �, � r. .. . I..� � I - r i . I I I I - r I -��- I� . ,,,,�-�7--'�J;4�.,,�," I I I.- , _7 -� ,�r,p - � :::�,�����,:,'-:.",�, ,;�:i�,,�,`-�-`��",-,-,.-,,,-,�%',t-I ,1� , -.-, � ."r_�.:-,. ;_ �., ,-, r -­ " ..- ": .. ` 1., - �� �-- , - �� - . - � I � I I - I . � L r - .I . - � � - � I - _ � , I , ....j I�, L I -'._L­' ­, -� , , � -;_ �� I.1. � � 11 � �­ ­I - -� - , , '. - " ,� . . , I I I _ � .117- � .1, ­ I 1- 11.1,,�-, ,, ,_ -,,-_� - � , , L - �� ,�� I I � � ' � . I , I I I � I : I . . I I � :��,_- - . -,-�_ - - - .�"' '�, i. , -.: .� � � �:� -, , . I -- �,'::: -�'I, - 1%11�i."- I ,I, t, I . - , - .- .-- -�, _�, rr � - I - . 00 SIEVE. , � I � i - r I . � _� � _ _ - I INCLUSIONS_COBBLES,&�BOULDERS. - ,. .-.T _ � - , � . "� . . � __ - - -11- 1-1 --- I � __ ­-- __ __­_-­" -- ­-_ ­__-.,-__ ----­ _ _____ ­ ­ _ , . -- ,?,�"I 111�L� ,�. I :­ . I r �,..i �_ ,; �� , I - . � r ,, . , . I ­ I - � - -1 . - -1 - - - -11 1-1. - . . I - � . _ -, , I � I—- �_ ��_ . - . - ; ­�. - _­­� ;_� � � - _.1 - � - , . r I . ­ � - - � � � . ,,�o � . I . , �­. . � I THAN 5Z PASSING A �#2 , . � r I- � � - I ­ . - � � - - .1 .. . �� I I I ­ . I � - .1 . . I z - `; � �� , � � , .. I � �_ __ - i,,, , .,� 1,�,� �,_�,�­ - . . - - . I � . -1. r ­. - ­ I ­ 11 ­ I . - . � � . I � - I - . � � I � . I - . . ­ !_7-��,��,-_��;­0'_,-,*!�,.-, - , I ­ -� , , , , , - I - . . � I , , � � ­ , . . .� . . 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I I I . . ­� - 1:'�'� '`r ",��:r�`_,­.'f L�'_.' I'' "-t, , � .,� � � � - � `5 , -- , � � 1, � � L� �v �: i. � ,,;;� I - � , -, -, , � WASTEWATER SYSTEM SETBACK.SCHEDULE , � , - .. SYSTEM FILL To BE LOAMY SAND FILL .WITH IN-PLACE STABILIZED PERCOLA77ON RATE OF 3-5 MINUTES PER INCH ­. . 'L.��:� � � . . � . � � ; "T.,,_� ­-I!" .. I 1. � , L, ,z� :���i�� �__ � - ,:: , - . . .11 - I � � � I . I I I 1. � - - � I � . - -0 � .11 . "I � --:1 -:,�`­&`, � � '�_':'j_ -, rZ I�,;;-;�,�r,�,�_,�,,_., ,,�,�, I�-I 1-1 i�,� _,��Oibp&6d f&. 7,,,,:�,��_�,��,,, �_7��'r� �­-_.'�'�:ii' 7� ",- `-'- `-', � �I . I . J�'�� "'�,I - __ I I A .1 '�_�_,� _ ,�_ ,� I � '­�� , � , � ,� 11 I . , , - 1�.A.z' .­. I I I � � I ,�, � . . . -t- '. . - - - ,- - _1 I � . � , . . � .1 .. ,"�_.­_-",7� �,�,-,�, 7 'r ­,,� -1, � . . � - , I I - 7. , , , - � I � - . �" 1��.,�� - 1�- �, I ��,- �ii, , , 1� � �_­� �-::-,,, " �: - ,�-,,.-i':-, -�,­--- I _� ,� - ,I_- . : , - ., � � , ,k�­.:- I C '' . - . r - - i,��i ,- r 1. i � 1. 17 ...i.� : - �,- ,-: , - . - -�� ­ - I � , ­ ',' , �;,�,"�;-_ - , l:t .3�, ,:,tiL"��.�,� - , �- ,__�, _,---',�,,_--_-,-_�-,, I . I �:_ - -, :�_ I r I . - � � � I - . � �­_ , ,.�' "�,:.,---, - . , _ _,1 ,�",:��,,�,��,�,.�,,�,.":."-.-, ­,':,,,,�.-ia',�-,,-_-� �,- � z � LARGER THAN 3-INCHES. FILL TO BE STABILIZED IN 6" LIFTS t6:REQUIRED GRADES PRI T RESBY ABSORPTION. r . . � I 1. I � MOTTLING�@,52,:� - . � - , I ... I I . , . � . -1, 1. - '��,__,_� �.� .. ,� .:_.. 1- , , "-,,. . . __ , _t_! ­,�,2 1�1 I - � . - � I . . - � ,, . � , i, , . ­ .- - __ - I � .11 . I . ,-:-.� I ',-., , I � - I ,�,, ­-�, -��`�.' . '_ ­ ,��: :1 ,,-,t: � - - � - I ., , 9 - . . I � .- � � I � . � - . . I .- - . . � , - I - :'."- - ::'�: ,­.�­,'�,11 _ ' -�� �F!��*�'." I � % ,i � ,.,,_,r,.�ii,�"-,, , ,,.r_-�_; .., :� .. : - I �': - : � -- ''� � - � PROPERTY LINE WELLS -� ,HOUSE � : - .. * `_""�'."�"".-i, _­- ",�,� ', __ . ,�� I � � ­ ­ � I � . � I - � :, : , - _­ ­ ­ :� . ': . �] - ��:_:,',-,-�,;.,,.,�., 4 �'�1�11-, - h' d G 't "' _,_:n�-I," : -, ,; . I . � . I ­ i I � -THE EDGE -PF � �� -1 I -1 I- . �, - - . . ­ - - _�, , - - � � ­ , - -3' HORIZONTALLY 'FROM I . � I ­ � I � � I . . 1 - I , __ _ , - t --- � ..- I -1-1, ", ,i_ _- -�,i � � ,-, ,,,C a a es -- ,���� . 1, ­­ - - I � TOPSOIL L LA YER SHALL EXTEND THE -TRENCHES. 1: , . ... -_­_�.�­­ 111; ­ . � - � , :I`-�,e,--,:,,:t_ : I V � � � - . TRENCHES. FILL MATERIAL, INCLUDING A 4" , - I I I � -1 -TO 53" -_. I . � I i - - �­ " " ' ' - ,�:`�,�, --, �i� -'z ` - � � ,,,,,?�,,,,� � I ­ . . . . - , ROOTS I � I . - . -, ,�I.:, 11, W � _­��. ,� � - _�, ­ _­­ -, 71 - _, . I . 1. , . � . "i ,Z� '­�,- . � t-"t�il-". "`�,4�,'_".��,-.,,�l, - I ��.��j I ,:,:, � �., ., " ;i 11 I 11 � �_L` ,-'N_:- :---,- . , - 0 - . , , '' - ,. ,.,Ir,-,,,,,-, ., ­ � I ­ � � I :, : ,� W ., -, . _1�- -�,­ 1! -- - , - ­ , -- � - � I­, -1­1_­it1_ i I ,-* %D- ­�,�t- � . - - � � -, 11 I '_ � I . � I - I . - . v_�� � -r I I : * _ � I :'_"-�f,­ "______,f ;��i�, " . I I I - I I ­ . � r I - - - -_��,:, _­-11 �% .- , "­­_ ��:, ,- ,: _�: , � I—- , -, �, -, , ��, -1 - � - 211_1�� �: _­:"" ,_ - ,-I � i. � � . . -, - I - . - I - � -- ,r-. ­­­ -�;." �" - ., ­ - ,...�_ _ , ; ..q _" I ._.. , , � I . . - . , - .7 1 1 - - , '. � ., `I-I ...,.�� I­�I - I I I . I - - _ - . . � . r �, _ I I I I . r .� , - - . . . . � � , , - . 'v_- �i , - ��. , 1�-;-, ­',�­­-­ -1 I - r �'�,', 1__� 1: _.I I . � � - ,- , � � _� � , - ' - I � L ,`:, ,'�-,,.%�-,'%,-ki�:.-z,,�: -��,,�,-.1-,��,'� -� I -:,-,i � , ,.-__­'__,' , , ... I .-..- I .1 - 2, ­": I r L - I � . . _. . I . . , - �1.QF-� - _"__1, . I � .. � � � I -_ . , _ . _�',-,,,;r I , ­ ''--",." -, , ­ � - , , , , " ,", " � V � 11. - � - ,L I . . � r � � ' ' MAP REFE . _ _ T ­""6 Que6 F " -,1 - � I � . . � r . � I I _ _.� __,� !:�, ­ I - I � I I­ .. I I .. I-, � � I I , I . I lo,. , . ioo, . :, �20' . , : ., , , __ _''. - � ,�� - I . . � a I : . - I . . I., I� � I I I I ­_ : "� � � -MINIMUM VER17CAL SEPARA77ON TO �- ABSORPTION FIELD . , I � . ,� � - C - - - -j ! -- , -- � �� - ­ ,� _�t, ,,,;,��,��­-_�, _ �_ ,_� . . I, � _. �`I �_; - " `- M� - � . SEPTIC TANK � - _ _:I't , ! ,� -t . � 1,1 - - ""I 5 Ch urchl . � - , - ' � -1 � 1 .50' " __.,__.- , ; �� I. - I � ­ � . I I I � I i:!, �i : I I , . �, . 1 , , � : � ­ � . I - ­ .1 I � I I . � � _. 10, , ­io, - I , I : - , : � j �� � _ � . . I I r ­ , �_�: I I � I � I . . � I I I � TAPER THE FILL AREA PER PLAN. ; I - I : i � I - . I I � �. I 1,��_If'��"':'_'__� "__r:i"_-' , . I I � I I I � . 1 �. I � �I ,, � I BOUNDARY CONDIRON @,52" - �t��, � � - " , ,� . -1 - - . M 01 1. �� ­ . ­ , I I . � I I 1 - I . - ­ -�,-�-",i; :."_,_,,___ - , � - - , -,-" -I I � FSafel I � � I I _ , '1_.,-_ . Ig r A � I '' " TRANSPORTING TO SITE. I r I I- PROWDE ,36.0 o � I . I � I� - � ­ - ­�'-'. � , , ,, UWri f , , , ir n r.,_- ­ I -- . �- I . ­ . y � I . � I I I . ­ ���!"� - ,,�,�, , � I I ,, " I "", ­ I. _. %_ ;..-, -, : ,,�.- - - -PROPO I I . I . - I . . . 'r, ­, t� �� , i,;�_ , ,.. , -'1- , �'. . � . - � I - OF� stD 'sdURCE 6F�4A � WA TER SYSTEM ILL MATERIAL-PRIOR _ , I � .- � I . - . I,r , � :�-�: -t ,_ �, ­_�� -,,,;�� -r,77 i - - . STE TO . - � � . I - :_-, - BASE - -MAPPING .,'IN .`_ ' - ­" ' I � , I I - - -1 ,�;_� I �, � " 1, 17 i �%� I I�, � -.�_ F � . �, ., � � , - � r5t - INSTALLER TO NOTIFY ENGINEER.. � - . � 1. � I I . - . � . - I . � � . ­ - ,. �.,, FROM �_ . ' ' - ,: - . -1 , % jimmi - . ewPAYork � I � - I : BOUNDARY COND177ON I I . . , _­ I � tON ­ - '-,-r . - r � - _' - ­ . �� �!_ ' _ ' . I � I - I - - �� * ." I �. � - � ,r, 1. I � TH -1* � _­ ­­.�- � .�.r.,t,L, I it . , � - I . .. . 11 . , . I � I :� COUNTY - " �'­ - ' ' ,Drawn: JRS I - ,,_, .. I : � . ", I � . Checkidd:,G �� . = . �11 . � ­ � " I I . -11 � I I , :�: " �,��� ­i - � - 2�' %, "�"' - �---'-," "'I"- - ,1'-'20 - I . - . . I I I ­r � I I - � r 1. I � I .11 I � . .�i*_ WARREN -; -AERIAL',` �� ,� _- - -6,,;T-i ' � � � . . I '11; � . I � 1� � _ - . � ,-,- - r_7777�77r-D -, - N', OF PRESBY:ABSORPTION TRENCHES TO,VERIFY THA T FILL MA TERIAL ,,, - I r � ,,,. ­ I I � � �.. . PERCOLATION TEST MUST BE PERFORMED PRIOR I TO I I NSTALLATIO '. � . . I %&; . I � ,�! 1 . S,�al�. . . I � , ate.- (:� � . 1 I �:_ , " 1 � �I r "I . . . - . . , �, �r . r I , I I ­�,. ' -,.- 0E ­ _ � 1. ­ , I., ''F_'. .F r �A", I � - � _�� -__;. - -;' ­" L'- 2'­�' - .��_ ! �_-� r . EI Call Before You Dig I . I . � 1 �� 1, � I ­ I - __ �;� � I � - ­ � . 11- 1 . ­_­ I . . I _­ . . . . I I MEETS THE DESIGN CRITER I � � I ��_ . � " - I � I I " r . 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COVER 4 MINIMUM TOPSOIL ENTIRE ABSORPTION FIELD AREA, • , BUSH TURF �•� • _ SEED AND `'- �' is 12 MIN. COVER . . „; , 1 4 PER \ / R FOOT a : 118” / I f . ,f -: . a PER FOOT / rDISTRIBUTION B \ t - i , MIN. SLOPE \ -- - - - - _ - MIN. SLOPE .. . . ..:�' - - 3 ..—. i 1 i _ - I . ! 4 HODS _ i E SEWER ++ __ ... ...... ., . , . .. _.. . , ! I e _. EFFLUENT E I UID LEVEL 4 EFL ENT S WER I _� - . . ... . . ,. • , ( . ': - LQ PVC S0 _. , ! r r - _ ,.. PVC SDR 35 OR SCH 40. I ---f : ,-- I . i . I ! .. ! : -- - — : t : - - - - -- - w - ! __� _ " __ ! tom .- .® I :I BAFFLE - �, I , I i ° MIN. - - -- — WATERTIGHT SLEEVE 18 i . , ! ! WATERT 16 � _...... , _..... : : I . f, USE SPEED LEVELERS & SEAL TYP. �.I MIN. , ( ET EAT _ I I _ .. - --- — -- b LL OUTL S AR -- - URE A - ! . . CTLY .THE SAME ELEVATION _... , . _..... _. .._ ! . . : . : . ! I. -- ,_, - - - N. DROP ___ . .__. _..._.__ �_� I 2 MI . ! ' r ! ! ___ , __ _. ", _ a INVERTS � : ,..'.,.:.... , , BETWEEN INV :3_ MINIMUM =SEPARA T: ,N '- - - ___ t DER , ._._.. . _.. : . _.. . :--- ! , . ! ,: . a PVC SDR -35 SOLID EA - '' ' 4 V - _ CO 1710 T ON FIELD, 1 8 flU DAR.Y Nq � , - . : 0 13SORP 1 IEL I -- -_ , OOT SLOPE P ER ,F MIN , 1 DEPTH l LIQUID , -- I I... . . — 30 MIN. , . . . , _.. . _..... . .. I-- I . . --- i - BOUNDARY, CONDITION MAX. _ ! I TANK NO TES - EPT C { ----- ! . „ MOTTLING) t 1Y .WITH THE REQUIREMENTS OF,. THE NEW YORK STATE .. , : ............ : ....: � i S SHALL COMP , ....... , , , , . I : E . ! , i L..: ' , . a � ALL UNITS (s�.52 ( ;....: , ST CONCRETE AS ' S ALL BE . OF PRECA . LTH - AND H "':DEPARTMENT OF HEA ! , - DEP I , i ; ; ; ° f : I........... : . OR U VALENT. . ., MANUFACTURED BY UTOPIA ENTERPRISES EO 1 _........ . , . _ ! :.. MANUFACT RE _. _. . . -, _. . _. ' I MINIMUM 2X WIDTH r I , GRAVEL BASE: _. .. ; .....! : ,.. MAXIMUM 4X WIDTH ALL STRUCTURES ,SHALL BE PLACED ON FIRM, COMPACT SAND„ OR ' ! ' TONS ARE UNSUITABLE CRUSHED . STONE .SHALL BE PRESBY_:SYSTEM SAND— ABSORPTION ;TRENCH, (2) PRESBY AES WHERE :EXISTING SOIL CONDITIONS , _. PLACED AS NECESSARY TO ACHIEVE A STABLE BASE. - ES x;36' EACH W/(2) LATERALS NCH @ 35' OF S P( TRE NC > PE PER ' 4 a - OF EXTRA HEAVY TRENCH PRESBY. AE TR - ° ._ a SEPTIC TANKS -INSTALLED IN TRAFFIC AREAS SHALL BE ° }} a CONSTRUCTION DESIGNED FOR H-20 WHEEL LOADING. C TANK - . PROPOSED i 000 GAL: PRECAST CONCRETE SEPTI, , P _ P - - `. _WITH BUTYL SEALANT, JOINTS BELOW ;THE. LIQUID -SHALLOW 1V lSECTION - �k ALL JOINTS MUST BE _SEALED -. - _ LEVEL MUST BE TESTED BEFORE BACKFILLING. NTS i4 L1 SEPTIC7�i4 _ IN TS SEWN SEAM ` 4"0 LOW VENT ATTACHED i T - AIR SPACE 0 VENT MANIFOLD SKIMMER TABS SCREEN OPENING , .. _ IDG �.RI ELBOW LEVEL WITH TOP — .+-1ffen .+•tiv ..-. -4 A � OF OFFSETDAPTOR 11 4" MIN,N TOPSOIL SCUM GEOTEXTILE , FABRIC -- 1 GEOTEXTILE ' _ - FIBER WRAP :.2 :LEVE COARSE EFFLUENT FIBERS t. t . -- RANDOMLY ORIENTED - - SLOPE;.;:`:..:` ': FIBER MAT ii BIO ACCELERATOR SLUDGE = ADVANCED - ; OFFSET FABRIC ENVIR - 0 SEPTIC 1 �.. I T : -ADAP OR . . . _. i PIPE �• .. .. S - _ „ G STEM SAND I !µ! O a. 4C F P _ C - L T : E - RA , _ t ' VAGI 1/I TISECTIO • VENT DET.,611L NTS N TS - ELBOW.LEVEL Wl TH ,TOP .,� . . OF OFFSET 'ADAPTOR - , ALTERATION OF THIS DOCUMENT EXCEPT BY•A LICENSED PROFESSIONAL , a - . 2'-4" �'--:�-r . T WRAPENGINEER IS A VIOLATION-:OF,NYS EDUCATION LAW. - FIBER --' lj LEVEL _ _ Sig RANDOMLY # ' I ' ORIENTED, „,a.. � FI BER MAT k rn { I,- -- NE = OFFSET F. ADVANCED I O 17' - LOCATION TO GRAVITY DISTRIBUTION 2/8/ -- --- - - P U 1 REVISED .SEPTIC TANK, . ENV S �� P5 ''•,r IRO EPTIC � _ A PIPE _- W. /�� ��' ''' ADAPTOR f i i l a d W p ISSUED ,FOR ,PERMIT 11123116 - -- i w No. R,evistons . Date 4„ MAX X INTO :r OFFSET ADAPTOR IDE VIEW qq IVa vim+ i aJ prepared- for - ossa .. 90'.ELBOW O - - , P - PLAN VIEW. pR0 � _ ChadG etas ED r hill Lane RAISE I TAIL sChu C ANT . u�i -wd OUl1�/� . � �- rren C - s Tawn of.Queensb .�New York . ®Call Before You Dig ' Drgwn: JRS Checked GTH J Scdle: NOTED I Date 6/30/2016 E9 Wait The Required Time a, ®Confirm UtilityResponse - p I _ nd Road . ®Respect The Marks Queensbury, Have a la. ury, NY:: 12804, Dig with care Queensb (518) 745 `0307_`Phone 291044- E3 ®� " 2 _0308 F Hutchins Engineering (518) 745 ax ® , = www.digsafelynewyork.com m www.dl safel ® co 9 Y wy , 6 �1,.e�A aa2iuto ��,N�'i61, � ,.. )➢ „�,.:, -. , ,- ,