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1.01 1.1 SETPH.VAR\Leonardo-Leach System to Property Line—9-9-19 RESOLUTION SETTING PUBLIC HEARING ON SEWAGE DISPOSAL VARIANCE APPLICATION OF ADAM LEONARDO RESOLUTION NO.: ,2019 INTRODUCED BY: WHO MOVED ITS ADOPTION SECONDED BY: WHEREAS, the Queensbury Town Board serves as the Town's Local Board of Health and is authorized by Town Code Chapter 136 to issue variances from the Town's On-Site Sewage Disposal Ordinance,and WHEREAS, Adam Leonardo (Applicant) has applied to the Local Board of Health for a variance from Chapter 136 to install a leach system 5' from the property line in lieu of the required 10' setback on property located at 12 Hall Road Extension in the Town of Queensbury, NOW,THEREFORE, BE IT RESOLVED, that the Town of Queensbury's Local Board of Health will hold a public hearing on Monday, September 23rd, 2019 at 7:00 p.m. at the Queensbury Activities Center, 742 Bay Road, Queensbury, to consider Adam Leonardo's sewage disposal variance application concerning property located at 12 Hall Road Extension, Queensbury (Tax Map No.: 289.11-1-17) and at that time all interested persons will be heard, and BE IT FURTHER, RESOLVED, that the Local Board of Health authorizes and directs the Queensbury Town Clerk to publish the Notice of Public Hearing presented at this meeting and send a copy of the Notice to neighbors located within 500' of the applicant's property as required by law. Duly adopted this 9th day of September, 2019,by the following vote: AYES : NOES : ABSENT: SEWER\Leonardo—Leach to Property Line—9-23-19 NOTICE OF PUBLIC HEARING IN ACCORDANCE WITH TOWN OF QUEENSBURY ON-SITE SEWAGE DISPOSAL ORDINANCE CHAPTER 136, NOTICE IS HEREBY GIVEN THAT THE TOWN OF QUEENSBURY LOCAL BOARD OF HEALTH WILL CONDUCT A PUBLIC HEARING ON MONDAY, SEPTEMBER 23RD, 2019 AT 7:00 P.M. AT THE QUEENSBURY ACTIVITIES CENTER, 742 BAY ROAD, QUEENSBURY TO CONSIDER AN APPLICATION BY ADAM LEONARDO FOR A SEWAGE DISPOSAL VARIANCE TO INSTALL A LEACH SYSTEM 5' FROM THE PROPERTY LINE IN LIEU OF THE REQUIRED 10' SETBACK ON PROPERTY LOCATED AT 12 HALL ROAD EXTENSION IN THE TOWN OF QUEENSBURY, (TAX MAP NO.: 289.11-1-17). AT THIS PUBLIC HEARING ALL INTERESTED PERSONS WILL BE HEARD. PUBLICATION DATE: SEPTEMBER ,2019 CAROLINE H.BARBER TOWN CLERK TOWN OF QUEENSBURY ,� ri � :: : Onlyr 0 `�S 7 I ION- i` 1 Permit#: ` -0 = U �� ThWI of eeCIL rt t ' 11• j ; i AUG 2019 j i •Permit Fee: fJ i 742 Bay Road,Queensbury,NY 12804u i _ i P:518-761-8256 www< ueensbur j ne r,° s N Invoice#: I �2 L� s Yill DING & CODES _,a -� Approvals: Submittal: I original &8 copies of the completed application package Property Owner(s): �A i �`GN `ii. Ci Owner's Agent: Address: 1 LA../6-S 7Z2 >;? Address: Z. _.1 f--i e'/N 'Z iK� , /\l`( J-2 4, .- Phone#: -7 — C`% 7 - e. 712_. Phone#: Site Address: t 2, I4, -LL jc._ 1 j4T' Tax ID#: Z , i C C —17 Directions to Site: Distance from well on property to septic system (if applicable) 6 -z feet 0 Is it possible to install a conforming septic system on this property? Yes _ ___No If YES, please explain and attach a diagram: Does the proposed system meet setback requirements for distance from wells&septic systems on neighboring properties? 'X Yes No If NO, please explain: Is the proposed system to be installed under a parking area? Yes X No Section of the Sanitary Sewage Ordinance from which you are seeking the variance (i.e. leaching system will be 89 ft. from well in lieu of required 100 ft.): t r / Jr: ,L E,j—f (4 - t c ,`c am t !�i t r tL i r•ii.----- ` e i� / - &Jai ci- Tr- ?Covs p Iv ° Pr?vi 1-L1 Li 1-1:1= . T-RneC -z 4--,(_, cT ic.. , t/ii-re_f rrt-,.c c"6 ji'ice .4 -C rc..) P o 74-' L! ,-7' \ • .ff i wr 1 Septic Variance Application }J February 2018 , a List the names, parcel addresses, and tax map numbers of all adjoining property owners. You may obtain tax map numbers from the Assessor's Office as well as the names and addresses: 111 North Name !_. /y.2 iL "p-4 /LJ.1;2_t[t i NI C) ES'7 l-%E Address J0 /—/ 4e-4.- 12b &Nc> Tax Map ID Z4 , ii L/--IP South Name lid/fj?_c 412_6=i> / /t ( ce:L"_0-Z ( Address '21 r) i+A-tom t2 Lam: Tax Map ID Z j)c?, if --I —t( East Name /t-id SS iUr.j /sic,4 r6_;1-ram/ (Ze G-G- - Address 1 A- i 45 Tax Map ID szeci, I) --/-i2, West Name t- /A- ' ... Address -may • Tax Map ID OWNER STATEMENT I/We do hereby relieve the Town of Queensbury from any liabilities on the plumbing and septic system located at: S,b I/We realize that putting the well, septic tank or leaching system less than the required I U' feet from the -.Cc7'3Ac( may increase the risk of pollution. Owner—Print Name: Wil,z>G Date: crci lj.S'll •Owner—Signature: f --•---�. Date: 1j/e3/r7 NEIGHBOR OR TENANT RELEASE STATEMENT (if applicable) I/We do hereby relieve the Town of Queensbury from any liabilities on the plumbing and septic system located at: I/We realize that putting the septic tank or leaching system less than the required feet from the may increase the risk of pollution. Neighbor/Tenant—Print Name: Date: 0 Neighbor/Tenant-Signature: Date: Septic Variance Application February 2018 AUTHORIZATION AND SIGNATURE PAGE This page includes the Authorization to Act as Agent form, engineering fee disclosure, authorization for site visits, other permit responsibilities and agreement to provide documentation required. Complete the following if the OWNER is using an Agent: Owner's Name: Designates: as agent regarding the Septic Variance for Tax Map#: OWNER'S SIGNATURE: DATE: Engineering Fee Disclosure: Applications may be referred to the Town consulting engineer for review of septic design, storm drainage, etc. as determined by the Town Board of Health. Fees for engineering review services will be charged directly to the applicant. Authorization for Site Visits: By signing this page and submitting the application materials attached herein,the Owner, Applicant and his/her/their agent hereby authorize the Town Board of Health, building and code . Enforcement Officers and Town Engineer to enter the subject properties for the purpose of reviewing the application submitted. Please Note: Other permits may be required for construction or alteration activity subsequent to approval by the Town Board of Health. It is the applicant's responsibility to obtain any additional permits. Officiatial Meeting Minutes Disclosure: It is the practice of the Town Board of Health to have a designated stenographer tape record the proceedings of the meetings resulting from the application, and that the minutes transcribed from those tapes constitute the official record of all proceedings. If there is a discrepancy between such record and the handwritten minutes taken by the designated stenographer, the handwritten minutes shall be deemed the official record. I, the undersigned, have thoroughly read and understand the instructions for submission; agree to the submission requirements and completed checklist: OWNER—PRINT NAME: 4t,,. 1L,i Ve _.�_. DATE: i OWNER—SIGNATURE: � `. . _--- � AGENT—PRINT NAME: `r AGENT—SIGNATURE: DATE: Septic Variance Application February 2018 WELL y_ -�- WATER ELEV. 71.1 / D E C E Cl 4,m/ E GLEN LAKE 722 AUG 21 2019 12" C.I.R.F.\ ) TREE l \\ .a ,�(�, �`` G�pN �84.0 FRAMETORY CAMP �Il`�WiNI OF QJEENSBLJRY v�j72.6 \1 S P L -i�:.H DING& r,(�0ES p6 NG Ci s � :. Cp 32 / E 1I LANDS N/F OF \ NCRf p\�3 / ay P " 'SZON �`�\ ` _� MARILYN G. MATRICCINO ESTATE 72.3 10" _�' ,� -86- BK. 966. PG. 224 �2 .S TAX ID: 289.11-1-18 72.3 !� ,14`3.11" I STREET No. 10 C.LR.F. 86.2 O 32" � \lI PINE ?1�201 all - / VC 96.3 �A(\\ STONE WALL I / / of l I I / ,� �: �� CONCH ��'- t3 r_ I /1° tic 44' `�O � ��L�SIFPS � X87.8 X73.8 73.5 \� 24" �� �O PINE a FROPO$E i (,4 90 %74- �6 TORY \\ � ' 206.2 ' \^ X91.1 LANDS N F OF 2��16' I I \\�,� 6.2RAErIC�AMP ADAM J. LEONARDO & wooDEO ` s _ �� 912 l5,) - ',r3)• -,.° \2 Q' yq REBECCA LEONARDO \ 19®0 \ f C SURVEY NOTES: TAX ID:902,289.11G-1��7 AREA X ;,; p ��N\Y�' M//y t \ (SENT) SURVEY STREET No. 12 n� `\ / j` 1.BOUNDARY EVIDENCE AND PLANIMETRIC INFORMATION / q' ?s /1� °' /ST 96.0 AREA = 9,484f SF d Foz �c ONf�' SHOWN HEREON WAS COMPILED FROM AN ACTUAL FIELD 88-J U Spa �p� 5 f eFaP / 1Y� SURVEY CONDUCTED BY ADVANCE ENGINEERING& 0.22f ACRES ) 75.5 X/ / a / rn \ TIC F/�f �F TOGE Edl I R WITH A�RhIGGHT 0 X9 .5 SURVEYING,PLLC ON MARCH 20,2019 AND REFLECTS (AREA IS TO THE SHORE / / N�1" Sao - 1 1�� AY FOR INGRESS AND VISIBLE CONDITIONS EXISTING ON THAT OCCASION. 0° 06'1 ., �. O f, 'T y / `_� STONE LANDS N/F OF / / ' 1 w K __fir ;:• ALL EIS, FOR VEHICULAR OR - C.LR.F. 2 TAX MAP DESIGNATION: 289.11 -1 -17. MMARKRETHE D.M CURRY& 46.3 WAREAO �6,516. es.�GW/TIpf yq X/' f= __:�q�-O DES TWELVEESFEET IN �D ��\O100.OBENT) 3.THE OFFSETS OR DIMENSIONS SHOWN HEREON,FROM BK. 5831, PG. 194 w 1SAON >BA9.43902, PG. 24 �O�PROPERTY LINES TO BUILDINGS ARE FOR BUILDING TAX ID: 289.11-1-16 X89.a GUY/ -`: " r� REFERENCE AND LOCATION AND ARE NOT INTENDED TO STREET No. 20 f77• t _;} , /; / j f 3 pir 4 j ,00 ,pc� MONUMENT THE PROPERTY LINES OR TO GUIDE THE !' 1_ 73' OQ0 <11 ERECTION OF FENCES,ADDITIONAL STRUCTURES,OR ANY POSSIBLE o � o ,:, _-, f ' '/ $' 1 OTHER IMPROVEMENT. WELL o, i p't� /sT Q'g� ��O�•�• ��\ )C97.7 sE--- PG1VE� 1�9(j0 4.SUBJECT TO ALL RIGHTS,EASEMENTS,COVENANTS AND U.POLE / o° / �q((� 3$' V I.R.F. RESTRICTIONS OF RECORD. NM 45_1 ( / / nUR��` Nr r� (BENT) j / i WOODED ( (iy�4`7[ 0 SAT ` 5.THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF AN r ��O AREA �� 4 �B�P SPTHEREFO E SUBJECTT OF TO ANTITLE EASEMENTS,TITLE COVENAEPORT NNTS. PERC TEST (PT#I): TEST PIT (TP#I): ,I I -„pFAJ 99 RESTRICTIONS OR STATE OF FACTS THAT AN 96.2 0 C.I.R.F. UP-TO-DATE ABSTRACT OF TITLE WOULD DISCLOSE. 30" DEEP 6' MEDIUM TO COARSE, BROWN .10 � 6" / 15 MN - 00 SEC 6. TOPOGRAPHIC INFORMATION SHOWN HEREON WAS SANDY GRAVEL WITH 4" TO I COMPILED FROM AN ACTUAL FIELD SURVEY CONDUCTED 6" / 15 MIN - 30 SEC 6" COBBLES. 98.3 BY ADVANCE ENGINEERING&SURVEYING,PLLC ON 6° / 17 MIN - 00 SEC I X LANDS N/F OF MARCH 20,2019 AND REFLECTS VISIBLE CONDITIONS I.P,F. MISSION AND MONTCALM RE LLC EXISTING ON THAT OCCASION. 6" / 18 MIN - 00 SEC / - / / 5347.28911-1G. 7912.1 7. ELEVATIONS Basin ON AN ASSUMED DATUM. 18 MIN 00 SEC TAX ID DATUM. BARBER ROAD 8. NORTH ORIENTATION BASED ON MAP REF.NO.1. DESIGN CRITERIA - PURAFLO 9. UNDERGROUND UTILITIES SHOWN HEREON ARE BASED ON MAP REFERENCE: NOTE: 4 BEDROOM RESIDENCE UTRJTY EVIDENCE VISIBLE AT GROUND SURFACE AND AVAILABLE RECORD DRAWINGS AND ARE SUBJECT TO 1. MAP OF A SURVEY MADE FOR ADAM J.&REBECCA LEONARDO, ALL OTHER WELLS ARE MORE THAN FIELD VERIFICATION BY EXCAVATION. UTILITIES SHOWN TOWN OF OUEENSBURY,WARREN COUNTY,NEW YORK,DATED 100 FEET FROM THE PROPOSED DAILY DESIGN FLOW: 110 GALLONS/DAY/BEDROOM DO NOT PURPORT TO CONSTITUTE DR REPRESENT ALL OCTOBER 19,2009,LAST REVISED OCTOBER 30,20D9,AS UTIUTIES THAT MAY EXIST UPON OR ADJACENT TO THE PREPARED BY VAN DUSEN&STEVES LAND SURVEYORS. WASTEWATER SYSTEM. DAILY FLOW RATE: 110 GALLONS/DAY X 4 BEDROOMS = 440 GPD SURVEYED PREMISES. NO. REVISION DATE © U N A U T H 0 R I Z E D Design of: COPYRIGHT 2019 A L T E R A T I O N O R I�,���T�(/''{{����1111 j�11���'�lj�ryj��11��I1��(j'�ryT�//''�T ,eQ BMW, SITE PLAN ADVANCE ENGINEERING & ADDITION TO A SURVEY �� r �y�LL\V1J Jd 1(JI11Idd4L1V W YVl\��� A ISSUED FOR REVIEW 7.1D.19 SURVEYING, PLLC ALL MAP BEARING A /y LANDS KNOWN AS RIGHTS RESERVED. LICENSED LAND U N A U T H O R I Z E D SURVEYOR'S SEAL IS A DUPLICATION IS A VIOLATION OF SECTION , ;l f; - °�G CONSULTING IN- STREET No. 12 HALL ROAD EXTENSION B REVISED PER TOWN COMMENTS 8.6.19 7209. SUB-DIVISION 2, r j VIOLATION O F OF THE NEW YORK ! to 7( APPLICABLE LAWS. STATE EDUCATION LAW. <° CIVIL&ENVIRONMENTAL ENGINEERING I Low of the ORIGINAL OF THIS t is o violation of the ONLY COPIES FROM THE F -', `� .-^ .,/ �, LAND SURVEYING&DEVELOPMENT TOWN OF QUEENSBURY Educotion ,,1 i pa Stott of New York, for SURVEY MARKED WITH , ,ft J t COMMERCIAL AND RESIDENTIAL COUNTY OF WARREN NEW YORK any person, unless he is AN ORIGINAL OF THE `" t f!'J acting under the direction LAND SURVEYOR'S 1. " a _ is of a Licensed Professional EMBOSSED SEAL SHALL Y 11 HERBERT DRIVE, LATHAM, N.Y. 12110 SCALE: 1"=20' DATE: MAY 29, 2019 Engineer, to alter this BE CONSIDERED VALID document in any woy. TRUE c 0 P I E S. NICHOLAS COSTA, P.E. PHONE: (518) 698-3772 E-MAIL- ncostape@gmail.com SHEET 1 OF 4 18067-SITE i A Notes: (External) Manifold 1)ALL PIPING AND FITTINGS MUST BE A Connection Piece MINIMUM SCHEDULE 40 REATED Union with A orifice plate A FIRST RELEASE 6/1/12 CONNECTION DETAIL R- OESDipTpR GATE 4106 Bernau Avenue-Greensboro,NC 27407 Phone 336-547-9338 Fax 336-547-8559 www.bnm-us.com PLAN VIEW ©Copyright Bord na M6na Enviromental Products U.S.Inc. 'copyright and ownership of this drawing Is vested In Bord na N6na Environmental Products U.S.l-,whose prior written consent Is required for Its use,reproduction or for publication to any third party.All rights reserved by the law of copyright and by International copyright con eentlam are reserved to Bard'rw H6na E Amnmentai Products U.S. Inc.and may be protected by court proceedings for damages and/or InTunrtbns and msts.' SECTION VIEW A Pmlect PURAFLO PEAT FIBER BIOFILTER Client CLIENT Drawing Title MODULE GRID DETAIL Date Scale(A3) Drawn by Checked by Approved by 6/1/12 N/S AIVI P] P] L­,j Status FOR APPROVAL ❑ Dwg.No. PLANNING 0 FOR CONSTRUCITON❑ TENDER ❑ AS BUILT ❑ PURAFLO-02 ELEVATION VIEW END VIEW NO. REVISION DATE © U N A U T H 0 R I Z E 0 Design Of DETAILS COPYRIGHT 2019 ALTERATION OR DETAIL.1 ADVANCE ENGINEERING do ADDITION TO A SURVEY ADVA /'m INRM Q� (1lmi�nT('1 11{9 V A ISSUED FOR REVIEW 7.10.19 SURVEYING, PLLC ALL MAP BEARING A v IYl�31l1NVIL1 liPddlY1VVlI111LLid8d811LLLL U a Y\ViR�rrJj�lWVi j'jI81A1/ RIGHTS RESERVED. LICENSED LAND t LANDS KNOWN AS SURVEYOR'S SEAL IS A U N A I T H O R I Z E O VIOLATION OF SECTION 8 REVISED PER TOWN COMMENTS B.6.19 DUPLICATION IS A 7209. SUB—DIVISION 2, fi� y� o,�` CONSULTING IN— STREET No. 12 HALL ROAD EXTENSION VIOLATION OF �,� �� C { APPLICABLE LAWS. OF THE NEW Y O R I< .. r 3 � CIVIL&ENVIRONMENTAL ENGINEERING STATE EDUCATION LAW. It is a violation of the ONLY COPIES FROM THE x Q LAND SURVEYING&DEVELOPMENT TOWN OF QUEENSBURY Education Law of the ORIGINAL OF THIS Pa State New Y. for SURVEY MARKED WITH any person, unless he is AN ORIGINAL OF THE COMMERCIAL AND RESIDENTIAL COUNTY OF WARREN NEW YORK acting under the direction LAND SURVEYOR'S T/ of a Licensed Professional EMBOSSED SEAL SHALL r 11 HERBERT DRIVE, LATHAM, N.Y. 12110 SCALE:AS SHOWN DATE: MAY 29,2019 Engineer, to alter this BE CONSIDERED VALID PHONE: (518) 698-3 document in any way. TRUE COPIES. NICHOLAS COSTA, P.E. 772 E—MAIL: ncostope@gmail.com SHEET 2 OF 4 18067—SITE I Notes: 1) BLUE CODED MODULES WITH WEEP HOLES AND ONE GREEN CODED MODULE WITH SAMPLING CHAMBER, DRAIN INTO A STONE PAD FOR FINAL TREATED EFFLUENT DISPOSAL 2) PAD DIMENSIONS CAN BE SELECTED TO MATCH SIT CONDITIONS AND MODULES CAN BE INSTALLED SIDE-BY-SIDE AS WELL AS END-TO-END A FIRST RELEASE 6/1/12 Force Main and Inlet Manifolds P.I. OESOwnaN DATE 4106 Bernau Avenue-Greensboro,NC 27407 Phone 336-547-9338 Fax 336-547-8559 www.bnm-us.com ©Copyright Bord na M6na Enviromental Products U.S.Inc. 'Copyright and 01mrsh3p of this drawing Is vested In Bend na Mdna E vlmmfentsl PmdJas US.Inc,wh.sa prior written consent Is mgWred for 1. c,mpmdu .or for .....radon to any thlyd Party.All rights reserved by the law of copyright and by intemadonai copyright cony Vom am reserved m Bond na Mdna EnNmemental Prodvas U.S. 1rC.and may be protected by court proceedings for damages and/or Injunctions,and costs.- Pm)eR PURAFLO PEAT FIBER BIOFILTER slant CLIENT Drawing Title TYPE A- PAD INSTALLATION Date Scale(A3) Drawn by Checked by Approved by 6/1/12 N/S A1W P7 P7 Status raft APPROVAL O Dwg.No. PLANNING 0 FOR CONSTRUCT1aN❑ TENDER O ASBd,LT o PURAFLO-05A N0. REVISION DATE © U N A U T H O R I Z E D / Design 0£ DETAILS COPYRIGHT 2019 ALTERATION OR ADDITION TO A SURVEY (j`�Ma 181RLLdd{LLIV W YVl\I1IlII1V RC ADVANCE ENGINEERING& "+ tLLl1L1 MAP BEARING A A ISSUED FOR REVIEW 7.1 D.19 SURVEYING, PLLC ALL L I C E N S E D LAND ' -tf RIGHTS RESERVED. f LANDS KNOWN AS SURVEYOR'S SEAL IS A UNAUTHORIZED 1 VIOLATION OF SECTION °�G CONSULTING IN- STREET No. 12 HALL ROAD EXTENSION r B REVISED PER TOWN COMMENTS 8,6,t9 DUPLICATION PLICATION Is A 7209. SUB—DIVISION z l ' ' a t APPLICABLE LAWSOLA TION F. " S !•, OF THE N E w YO R K CIVIL&ENVIRONMENTAL ENGINEERING STATE EDUCATION LAW c i It is a violation of the ONLY COPIES FROM THE -;,,f LAND SURVEYING&DEVELOPMENT Education Lew of the ORIGINAL OF THIS ..,4 n �, TOWN OF QUEENSBURY anyStalpe pe New rson. unless khefor SUVEY MARKED is ANRORIG ORIGINAL OF TIHE - COMMERCIAL AND RESIDENTIAL COUNTY OF WARREN NEW YORK acting under the direction LAND SURVEYOR'S of o Licensed Professional EMBOSSED SEAL SHALL V 11 HERBERT DRIVE, LATHAM, N.Y. 12110 SCALE: AS SHOWN DATE: MAY 29, 2019 Engineer, to alter this BE CONSIDERED VALID ' document in any way. T R U E C O P I E S NICHOLAS COSTA, P.E. PHONE: (518) 698-3772 E—MAIL ncostape®gmail.com SHEET 3 OF 4 18067—SITE Notes: 1) PUMP TANK MUST BE APPROVED BY THE STATE OR LOCAL REGULATORY AUTHORITY Control Panel w/ Programable 2) SIZING, DESIGN, CONSTRUCTION AND Timer and Alarm INSTALLATION MUST CONFORM TO APPLICABLE REGULATIONS 3) SOLENOID WILL BE INSTALLED FOR FIG Q 90.00 Water-tight Riser w/Lid JNEC CODE MIN. WATER SUPPLY SHUT OFF ON HIGH WATER ALARM 24 MIN Union Disconnect A FIRST RELEASE 6/1/12 Followed by Ball Valve 5' MIN. act.. BESOMPTION BATE _17 Gravity Inlet from ST ,I--TRANSITION TO 2" HDPE SDR 17 FORCEMAIN // 4106 Bernau Avenue-Greensboro,NC 27407 Phone 336-547-9338 Fax 336-547-8559 Minimum 114 Day Storage Sch.40 PVC Force Main www.bnm-us.com Inv. In=85.90�T (Above High Water Alarm) 16 (to Puraf/o Peat Biofilters) (250 Gal.) Weep hole above ©Copyright Bord na Mona Enviromental Products U.S.Inc. 'Copyright and ownership or this drawing Is vested In Bard na Mdna EnNranmental Produns U.S.Inc,whose Prior written consent Is required for its use,repndudlon or for High Water Alarm Float Check Valve publication to any third Party.All rights reserved by the law of copyright and by International tnpynght conventions are reserved to Bard m Mdna EnNroaran tal Products U.S. 250 Gal. 16" (w/ Weep hole above) r Inc.and may be protected by court praMd�ngz far damages and/or In unabnz and casts.' Timer Enable Float P°)ect PURAFLO PEAT FIBER BIOFILTER 50 Gal.(Dose) 5" 23 Gal. FM client Low-water Cut-off Level .�. CLIENT 14" Vent Hole "--"—5'x5`ID Conc. Tank Drawing Title TYPICAL PUMP TANK DETAIL are Sole(A3) Drawn by Checked by Approved by Myers MES 50, z HP single phase, 115 6/1112 NIS A)W P3 P3 Volt, Submersible Effluent Pump(40 ADD BUOYANCY PROTECTION 5�n a FOR APPROVAL ❑ 0w9•No, gpm @ 40 FT TDH (Raised on Block) DEPENDING ON DEPTH TO GROUND DIAOM (3 FOR UILT UCIICN❑ TENDER ❑ ASBUILr ❑ PURAFLO-07A WATER . CONCRETE RING ANTI-FLOTATION TYPICAL PUMP TANK DETAIL NO. REVISION DATE © U N A U T H O R I Z E D Design Of. COPYRIGHT 2019 ALTERATION OR ._�.' DETAILS ADVANCE ENGINEERING & ADDITION TO A SURVEY �j��t�II7VL jl\T(Jll UddU11/'� Q [�(jn�� njj/ti A ISSUED FOR REVIEW 7.10.19 SURVEYING, PLLC ALL MAP B E A R I N C A L�LI/IY 1MN I0 WN JlNllf(` 11+116C LICENSED LAND •. LANDS KNOWN AS RIGHTS RESERVED. ? UNAUTHORIZED SURVEYOR'S SEAL IS A DUPLICATION IS A VIOLATION OF SECTION '. G,�` CONS�ULTINGIN- STREET No. 12 HALL ROAD EXTENSION B REVISED PER TOWN COMMENTS 8.6.19 7209. SUB—DIVISION 2 V I O L A T I O N O F OF THE NEW YORK k A P P L I C A B L E LAWS. �.� CIVIL&ENVIRONMENTAL ENGINEERING STATE EDUCATION LAW ,�-:, ;� � , It is a violation of the ONLY COPIES FROM THE Education Law of the ORIGINAL OF THIS o LAND SURVEYING&DEVELOPMENT TOWN OF QUEENSBURY State at New York, for SURVEY MARKED WITH any COMMERCIAL AND RESIDENTIAL COUNTY OF WARREN NEW YORK person, unless he is AN ORIGINAL OF THE _ acting under the direction LAND SURVEYOR'S of a Licensed Professional EMBOSSED SEAL SHALL Y ,` 11 HERBERT DRIVE, LATHAM, N.Y. 12110 SCALE:AS SHOWN DATE: MAY 29 2019 Engineer, to otter this 8E CONSIDERED VALID PHONE: (518) 698-3772 E-MAIL: ncostDpe�gmail.com SHEET 4 OF 4 18067—SITE a document n any way. TRUE COPIES. NIC HOLAS COSTA, P.E. L)