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1.4 1.4 WASTEWATER-SEWER\Set PH\Dineen—Holding Tank&Property Line Setbacks-9-12-2022 RESOLUTION SETTING PUBLIC HEARING ON SEWAGE DISPOSAL VARIANCE APPLICATION OF GORDON DINEEN RESOLUTION NO.: ,2022 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, Gordon Dineen (Applicant) has applied to the Local Board of Health for variances from Chapter 136, §136-11 which requires applicants to obtain a variance for a holding tank system, as the Applicant wishes to install a holding tank system consisting of two (2) 1,250 gallon capacity precast concrete holding tanks for a total capacity of 2,500 gallons in lieu of the required total capacity of 3,500 gallons, and WHEREAS, the Applicant has also applied for additional variances from Chapter 136 to allow placement of the holding tank system: 1. 5' from the east property line instead of the required 10' setback; 2. 2' from the south property line instead of the required 10' setback; 3. 28.5' from the neighboring well instead of the required 50' setback; 4. 2'5" between the sewer force main and the south property line instead of the required 10' setback; and 5. 8' from the owner's well instead of the required 50' setback; on property located at 51 Fitzgerald Road in the Town of Queensbury, NOW, THEREFORE, BE IT RESOLVED, that the Town of Queensbury Local Board of Health will hold a public hearing on Monday, September 26t", 2022 at 7:00 p.m. at the Queensbury Activities Center, 742 Bay Road, Queensbury, to consider Gordon Dineen's sewage disposal variance application concerning property located at 51 Fitzgerald Road in the Town of Queensbury and bearing Tax Map No.: 289.14-1-2 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 feet of the property as required by law. Duly adopted this 12t'day of September, 2022,by the following vote: AYES NOES ABSENT: 169 Haviland Road Queensbury, NY' 12804 Hutchins Engineering PLLC Phone: (518)745-0307 Fax:(518)745-0308 September 7, 2022 CO Town of Queensbury Local Board of Health (D x 742 Bay Road Queensbury NY 12804 Cn Re: Gordon Dineen —51 Fitzgerald Road —Glen Lake Septic Variances Tax Map ID: 289.14-1-2 Dear Supervisor Strough,and Town Board Members: This office represents the Gordon Dineen with respect to a proposed holding tank system and associated septic variances for his home at 51 Fitzgerald Road on Glen Lake. Presently, the camp has an old wastewater system, which is a seepage pit beneath the camp in a crawl space. The existing seepage pit must be pumped out through a trap door in the floor of a closet and has need to be frequently pumped out over the last year. It is proposed to disconnect from the existing system and install a grinder pump in the crawl space and pump to a holding tank system in the parking area. The force main will be heat traced for the entire length as portions of the piping will be above grade due to the force main traversing several existing retaining walls and a steep slope to the proposed holding tank location. Given the site constraints and well location, it is not possible to install a compliant absorption field or holding tank system upon the parcel, therefore six variance requests to the Local Board of Health are requested for the project. These requests are itemized on Sheet S2 of the project plans and consist of: 1,000 gallon capacity relief from the required 3,500 gallon holding tank requirement, 5 ft of relief from the east property line, 8 ft of relief from the south property line, 21.5 ft of relief from the neighboring well to the north, 7.5 ft of relief for the sewer force main from the south property line and 42 ft of relief from the owners well. It is our opinion that this proposed holding tank system is a vast improvement for the parcel and the neighborhood. We respectfully request that this application be placed upon the Local Board of Health's meeting agendas for the September meetings. Please contact me with any questions that you may have or if you would like to perform a site visit. Thank you for your assistance with the project. Best regards, Thomas R.Center Jr., P.E. Associate—Design Engineer Enclosures Hutchins Engineering PLLC SEPTIC VARIANCE Office Use Only Permit#: APPLICATION Permit Fee:$ To"M of QWnsbuzy Invoice#: 742 Bay Road,Queensbury,NY 12804 P:518-761-8256 www.gueensburV.net Approvals: Submittal: 1 (one) original &8 copies of the completed application package PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL Section 1: Contact Information: Property Owner(s): GORDON DINEEN . owner's Agent: HUTCHINS ENGINEERING Address: 51 FITZGERALD RD Address: 169 HAVILAND RD QUEENSBURY,NY QUEENSBURY, NY 12804 Phone#: 716-598-2750 Phone#: 518-796-2515 Email: DINEENGORD@GMAIL.COM Email: TCENTER36@YAHOO.COM Section 2: Site Information: Site Address: 51 FITZGERALD RD Tax ID#: 289.14-1-2 Directions to Site: ROUND POND ROAD TO MANN IS RD TO FITZGERALD RD Section 3: Distance from well on property to septic system (if applicable) 8 feet Section 4:' Is it possible to install a conforming septic system on this property? 0 Yes No If YES,please explain and attach a diagram: Section 5: Does the proposed system meet setback requirements for distance from wells&septic systems on neighboring properties? MYes RE No If NO, please explain: REQUEST 21.5'OF RELIEF FROM WELL TO THE NORTH Section 6: Is the proposed system to be installed under a parking area?' FE-1 Yes ❑ No Section 7: 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.): SEE HOLDING TANK PLAN FOR VARIANCE REQUESTS septic Variance Application Revised December 2021 Section 8: List the names, parcel addresses, and tax map numbers of all adjoining property owners. You may obtain this information from the Town of Queensbury's Assessor's Office: North Na I me -DOUGLAS & DEBRA PETROSKI i Address 53 FITZGERALD RD TaX Map ID 289.14-1-3 South Name DOUGLAS & DEBRA PETROSKI Address 49 FITZGERALD RD Tax Map ID 289.14-1-1 East Name NONE Address Tax Map ID West Name -NONE I Address Tax Map ID Section 9: OWNER STATEMENT I/We do hereby relieve the Town of Queensbury from any liabilities on the plumbing and septic system located at: 51 FITZGERA [/We realize that putting the well, septic tank or leaching system less than the required 50 feet from the WELL may increase the risk of pollution. Owner—Print Name: G0RQ_QN QINEEN Owner—Signatur,J: /114tV Date: 8/4/22 Section 10: NEIGHBOR OR TENANT RELEASE STATEMENT(if applicable) I/We do hereby re i lieve the Town of Queensbury from any liabilities on the plumbing and septic system located at: 53 FITZGERALD RDI . [/We realize that putting the well, septic tank or leaching system less than the required 50 feet from the WELL i may increase the risk of pollution. Neighbor/Tenant—! Print Name: Neighbor/Tenant-Signature: Date: Septic Variance Application Revised December 2021 PLEASE ATTACH THE FOLLOWING TO YOUR APPLICATION: 1. A location map showing the site within the Town of Queensbury 2. A plot plan showing existing and proposed features of the property, including: a. Lot dimensions b. North arrow and scale: 1 inch=40 feet c. Location & dimensions of existing and proposed buildings, showing setback distances and uses d. Parking layout to scale (if applicable) e. Physical features (street,steep slopes, lakes,wetlands, etc.) f. Location of all wells and septic systems on neighboring properties g. Adjacent ownerships h. All properties within 500 feet A sample plot plan and location are shown below: .ri FV D 'Q4 MI crl/ 90 q=T Septic Variance Application Revised December 2021 ' 3 I Section 11• 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: GORDON DINEEN Designates; HUTCH INS ENGINEERING,Pf Lc as agent regarding the Septic Variance for Site Address: 51 FITGERALD ROAD Tax Map#: 269.14-1-2 i 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 ifor 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. i Please Note:Other permits may be required for construction or alteration activity subsequent to approval by the Town Board of Health. It its the applicant's responsibility to obtain any additional permits. Official Meeting Minutes Disclosure: It is the practice of the Town Board of Health to have a designated stenographer itape 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 I I,the undersigned, have thoroughly read and understand the instructions for submission;agree to the submission requirements and completed,checklist: i OWNER—PRINT NAME: CORD DINEEN i OWNER—SIGNATURE: r DATE. 08/04/22 I I C AGENT—PRINT NAME: aI Qtu. C:eZ47-eZ zyu rL 4:o f AGENT—SIGNATURE: ' /� ,, �r�-x ,�,,� �" DATE: 4Y 1 Septic Variance AppEication Revised December 2021 I ( � General Features The model 1H091 ("Indoor Station")grinder pump station is a complete unit that includes:the grinder pump,check voha..polyethylene tank, controls,and alarm pona|�The|HUS1 was designed specifically for novvhome oonotru��iun. ' ^ 81 gallons(344 liters)ufcapacity ~ On-slab or in-slab installation ^ Designed specifically for indoor installation in the mechanical room of the home The|HO91 uses E/Ona's"ho/dwired'"or"wired,"pump model where mcable connects the motor controls bz the level controls through watertight penetrations. Operational Information Motor 1 hp, 1.725 rpm,high torque, capacitor start,thermally protected, 120/24m<0O Hz. 1 phase lu&t Connections 4'inoh PVC socket weld Discharge Connections ' Pump discharge terminates in1.25'inuhNPT female thread.Can easily be adapted to 1.25-inch PVC pipe or any other material required by local codes. I)ixc6urgn 15gpmot0poig(0.95|poot0m) 11Qpmat40pmig(0.69|peat28m) 7.8gpmmt80peig(0.49|pmat56m) Accessories E/One requires that the Uni-Lotnd, E/Ona's own stainless steel check valve, be installed between the grinder pump station and the street main for added protection against baokflovx Alarm panels are available with a variety of options,from basic monitoring to advanced notice uf service requirements. The Remote Sentry in ideal for installations where the alarm panel may bnhidden from view. N/V0050PO1 Rev 1H091 DISCHARGE COVER, HDPE 4 11' BALL VALVE, PVC 1; FPT CONNECTION INLET GATE VALVE 4' SOCKET WELD, PVC BASIN, HDPE TO 4/6 ALARMCABLE PANEL 1 ANTI-SIPHON/CHECK VALVE 35 in ASSEMBLY [898 mm 28 in (NORYL) (708mml ALARM IN-SLAB A BURIAL ON 19.4in DEPTH Ids [494mm 19 in OFF 14.4in 63 got [492 m [367mm 47 go] 11.9in [303mm 29 ii i 37 in 38 go[ 737 rn� 940 ml SEMI-POSITIVE DISPLACEMENT TYPE PUMP DIRECTLY DRIVEN BY A 1 HP MOTOR SGS 4-26-07 1/165 DR BY CHK'I) DATE ISSUE SCALE SEWER SYSTEMS son 1H091 STATION, DETAIL SHEET BASIN CAPACITY = 91 GALLONS NA0056P02 .r `l • SPECIFICATIONS THERMOSTATS&TIMERS Approvals With Retro-FM,control devices such as thermostats cCSAus approved(Canada and USA) and timers are not a requirement but a beneficial Q- "�' Internal waste(Grey and BlacN water certified accessory used to increase energy off ciency Internal potable water certified NSF/ANSI 61 It is important to understand that while self-regulating •�I/ 7 , Plumbing Specificationstechnology is very efficient;the heating cable can e������1 ylh►�J never completely turn off and as a result is always a C-.,�EST,1988 Certified for pressures up to 230 PSI minimal consumer of energy when powered(turned Tubular heater constructed of'h inch ID chemical on or plugged in directly).The addition of a thermostat • resistant HDPE or timer will duty-cycle the heating cable Wall thus e i Minimum pipe Inside diameter required for installation decreasing the energy consumed further, is 2 inch Depending on the application, In order to adapt to a variety of plumbing connections, combining insulation and a R m e the Retro-FM is suppled with a nonmetallic 1 inch male thermostatic control can threaded adapter ratting and a 1 inch FIP X 2 inch MIP �' increase energy savings by Internal _at Trachg System Large q o"� PVC reducing bushing. as much as BO°°/o. Water Supply • +i f Electrical Specifications Other control options Self-regulating/conductive polymer tubular heater such as simple switches, • Standard systems 5 watt/ft. controllers,ft.Q 5DF(10C),custom monitoring services and systems available by special request in 3 and z r automation systems ' ' = 8 watts/ft,@ 50F(10C) P can also be employed. 120 Volt models Consult Heat-Line 5 watUft.at 50°F(10°C),maximum length 230 ft,(70m) directly for control '' y GFC model-4 ft,(1.2 m)power supply lead with 27 option questions. G, milliamp GFCI plug-in device CS model-6 ft.(1.8 m),14 AWG SHOW supply INSULATION One extremely important feature of self-regulating cord for direct hard wire connection heating cables is the fact they can be thermally y 240 Volt models insulated without fear of overheating. 5 watt/lit,at 50°F(10°C),maximum length 540 ft. A thermally insulated pipe is not as susceptible to (165 m) freezing and erratic changes in the environment's GFC models-6 ft.(1.8 m)power supply lead with 27 temperature, "� w millamp GFCI plug-in device The Insulation creates greater thermal consistency CS models-6 ft.(13 m),14 AWG SHOW throughout the pipe and increases the efficiency of the supply cord for direct hard wire Retro-FM system,When the warmth generated by the r:� ; connection heating cable system Is captured by insulation,the ` ` a� �w amount of energy consumed by the heating cable is vastly reduced. • •a . o It Is recommended that all new or exposed pipes are insulated. Depending on the application,combining insulation and a thermostatic oontrol s can increase energy savings by as much �,. as 80%. ' 4�yA C ABOUT Retro-FM° � '� APPLICATIONS r The Relro-FM heating cable system is a safe and Retro-FM is a job-ready,advanced internal self- Typical Rural Retra-FMiAppliaation A r Retr0-FN regulating tubular heating cable system that is used reliable solution for both metallic and non-metallic d for efficient and reliable pipe freeze protection of both pressurized water supply and sewage pipes, metallic and non-metallic pressurized septic and large 7i Applications include but not limited to: diameter polable water supply pipe applications, 4,. "Existing sewage,septic and effluent pipes Retro-FM is manufactured using.a.pre-determined Existing large diameter and high pressure length ofHeart-Line certified,self-regulating heating ` _ _ __ " cable,factory installed Inside a HDPE tube finished r'r� ,1 water supply with a proprietary fusion end-seal,The purpose of the For non-pressurized pipe systems such as sewage HDPE tube is to provide a barrier from fluids such as j Retro fM �'` i n drains and waste water drains refer to Heat-Line grey and black water,while providing extremely efficient into outlet y Retro-DWS. heal transfer,The HDPE tube also certifies the Retro- ' "° 2 inch st r loaitr For new or exposed pipes refer to Heat•Line 2-fah styrafoam ' ` &M card p FM PaladiNEXT systems,system to be used in high pressure systems up to 8M'board; r` 230PSI and potable water supply pipes. The Retro•FM system is supplied complete with a ; •, non-metallic 1 inch male threaded adapter fitting and a 1 inch FIP X 2 inch MIP PVC bushing to quickly interface Into most 2 inch FIP force main tee and wya ti litlings. '� Retro FM � i SELF-REGULATING TECHNOLOGY " as P Pvt 4Septic tank Retro-FM employs the unique and advanced performance of ,i self-regulating heating cable technology.Seti-regulation allows the heating cable to effectively increase heat and energy output to sections along its length which are cold and simuhanedusly INSTALLATION reduce heat and energy output to n� sections which are warm.Retro• `r To quickly interface with most force main tee and wye continuous flow through the entire channel.This allowsd FM gives you the peace of mind of fittings the Retro-FM system is supplied job-ready with the fluids to carve their way through large diameter reliable freeze protection without % a non-metallic I inch male threaded adapter fitting and pipes without having to install energy-expensive high the risk of burning out or over a 1 inch FIP X 2 inch MIP PVC bushing.This versatile watt density heat tapes. heating,Retro-FM has become an interface process of the Retro-FM makes the system essential product for home owners, A y Even in applications where the pipes are intended to be engineers and building maintenance suitable for installation in pipe diameters 2 inches and dry for short or extended periods of time,the Relro-FM greater, presents no-danger of overheating or malting the pips, professionals to provide safe , The Retro-FM system will easily push inside most pipes making it suitable for all metal and non-metal pipes 1, l and reliable freeze protection in for distances up to 150 feet(46m)and in some oases which may not always contain liquids. �� specialized applications. greater.For distances greater than 150 it.46m the y • g ' 9 ( 1 Retro•FM can be used as a system to prevent freezing ;+y� Retro-FM can be drawn in with a plumbing/electrical or as a precautionary system to use only if a freeze-upp i fish tape or rope, occurs,The Retro.'FM is a fully serviceable product, } In large diameter pipe applications,Retro-FM is If a blockage occurs,the entire heat system can be " designed to provide a meltwater path,thus allowing removed and re-installed. ' r` A 4' A" GRAVEL PARKING AREA 2" SDR 24" - 4" PVC '...L ..-•. FORCE MAIN DIFFUSER , MIN. SLOPE 1/4" PER FOOT 16" f 12" CLEAN SAND, GRAVEL OR 3/4-1-1/2" STONE GLEX Tic Line Cl RF 5 N �o A o, 70 IN 37053' 50" W 16.67' .75 � X � O N 44017' 10" W 32.20 - HEAVY DUTY CAST IRON FRAME AND COVER RISER AS REQUIRED 24' MIN. COVER MAXIMUM LIQUID LEVEL MAINTAIN 2" MINIMUM DROP IN INVERTS BETWEEN INLET & OUTLET PIPES 40 /� i � \ ':6 X, 0. GRAVEL PARKING AREA HEAVY DUTY CAST IRON FRAME AND COVER RISER AS REQUIRED 24" MIN. COVER CONNECTOR PIPE INSTALLED LEVEL 4 PVC MAXIMUM LIQUID LEVEL INSTALL FLOAT SWITCHES TO a. OPERATE ALARM PANEL AT INDICATED LEVELS. INSTALL FLOAT SWITCHES WHERE ACCESSIBLE THRU RISER TO GRADE. L 1,250 GALLON PRECAST CONCRETE H2O LOADING HOLDING TANK 12" CLEAN SAND, GRAVEL OR 3/4-1-1/2" STONE HOLDING TANKS IN SERIES DETAIL SCALE: NIS Lands N/F of Douglas M & Debra L Petroski Revovable Trust B:5916 P:89 289.14-1-3 Lands N/F of `'TRAMC NK A Douglas M & Debra L HOLDING TA Petroski Re vo vabl e Trust B : 5916 P : 89 289.14-1-1 WASTEWATER SYSTEM SETBACK REQUIREMENTS PROPERTY STREAM, LAK& LINE HOUSE WATERCOURS& WELL WETLAND HOLDING TANK(S) 10' 10' 50' 50' / HOLDING TANKS PLAN / S 26 ° 29 ' 20 " E SCALE: 1 "--10' / 13 . 25 ' GRAPHIC SCALE ( IN FEET ) CONTRACTOR TO FIELD VERIFY LOCATIONS AND DISTANCES N 63030'40" E 15.59' Well Casing N 26029'40" W NG 28 33.00 ' EXTERIOR WEATHERPROOF JUNCTION BOX (IF NECESSARY). SEAL CONDUIT GAS TIGHT. INSTALL CONTROL PANEL IN HOUSE TANK NOTES ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK STATE DEPARTMENT OF HEALTH AND SHALL BE OF PRECAST CONCRETE AS MANUFACTURED BY UTOPIA ENTERPRISES OR EQUIVALENT. ALL STRUCTURES SHALL BE PLACED ON FIRM, COMPACT SAND OR GRAVEL BASE. WHERE EXISTING SOIL 85% CAPACITY 95% CAPACITY CONDITIONS ARE UNSUITABLE, CRUSHED STONE SHALL BE (2,125 GAL) (2,375 GAL) PLACED AS NECESSARY TO ACHIEVE A STABLE BASE. TANK HIGH LEVEL WARNING/SHUT DOWN YELLOW LIGHT ON ALARM ON SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL BE OF EXTRA HEAVY CONSTRUCTION DESIGNED FOR H-20 WHEEL LOADING. ALL JOINTS MUST BE SEALED WITH BUTYL SEALANT. JOINTS BELOW THE LIQUID LEVEL MUST BE TESTED BEFORE BACKFILLING. USE CAUTION TO ASSURE RISER EXTENSIONS ARE WATERTIGHT. WASTEWATER SYSTEM DESIGN 3—BEDROOM DESIGN WATER SAVING FIXTURES — REPLACE EXIST. FIXTURES AS NEEDED (1.6 GPF MAX. FLUSH, 3.0 GPM MAX. FAUCETS) DESIGN FLOW — 110 GPD/BEDROOM SYSTEM DESIGN FLOW — 330 GPD HOLDING TANK DESIGN TOWN OF QUEENSBURY HOLDING TANK VOLUME REQUIRED: 3,500 GAL — §136-11 B.(2) INSTALL (2) 1,250 GAL H2O TRAFFIC RATED PRECAST CONCRETE TANKS IN SERIES Z500 GAL TOTAL TO BE PROVIDED REQUEST VARIANCE FOR LESS THAN THE REQUIRED 3,500 GAL POTABLE WATER SUPPLY IS GLEN LAKE — MAINTAIN 50' MINIMUM SETBACK TO HOLDING TANKS — RELAY TO BE INSTALLED ON WATER PUMP CIRCUIT TO SHUT DOWN WATER SUPPLY TO HOUSE WHEN ACTIVATED BY WARNING/SHUT DOWN ALARM ON PANEL HOLDING TANK ALARM NOTES ALARM PANEL CONTROLS SHALL BE SJE RHOMBUS TANK ALERT DUO ALARM SYSTEM OR EQUIVALENT, AND PROVIDE THE FOLLOWING MONITORING AND CONTROL FUNCTIONS. WHEN LEVEL OF TANK REACHES 85% CAPACITY, ALARM WILL INDICATE "TANK HIGH LEVEL" WITH A YELLOW LIGHT ON ALARM PANEL. WHEN LEVEL OF TANK REACHES 95% CAPACITY, AUDIBLE ALARM WILL SOUND AND RED LIGHT WILL FLASH, INDICATING "TANK SHUTOFF LEVEL". ELECTRICAL INTERLOCK SHALL BE INSTALLED TO DISABLE WATER SUPPLY UPON REACHING "TANK SHUTOFF LEVEL". SYSTEM WILL RESET AFTER HOLDING TANKS ARE PUMPED DOWN TO BELOW THE ACTUATION LEVEL OF "TANK HIGH LEVEL" ALARM. AN ELECTRICAL INSPECTION BY A CERTIFIED ELECTRICAL INSPECTION AGENCY IS REQUIRED AFTER INSTALLATION. ELECTRICAL INSPECTION SEAL IS TO BE AFFIXED TO ALARM CONTROL PANEL. VARIANCE SUMMARY THE FOLLOWING RELIEF IS REQUESTED FROM THE TOWN OF QUEENSBURY CHAPTER 136 SEWERS AND SEWAGE DISPOSAL: HOLDING TANK INSTALLATION — §136-11 A. MINIMUM HOLDING TANK CAPACITY FOR 3 BEDROOMS — 3,500 GALLONS REQUIRED, — INSTALL TWO 1250 GAT. TANKS (2500 GAL. TOTAL) WASTEWATER HOLDING TANKS 1,000 GAL. CAPACITY RELIEF REQUESTED HORIZONTAL SEPARATION DISTANCES — §136-9 D. — EAST PROPERTY LINE SETBACK — 10' REQUIRED, 5' PROPOSED — 5' OF RELIEF REQUESTED — SOUTH PROPERTY LINE SETBACK — 10' REQUIRED, 2' PROPOSED — 8' OF RELIEF REQUESTED — NEIGHBORING WELL SETBACK — 50' REQUIRED, 28.5' PROPOSED — 21.5' OF RELIEF REQUESTED — SEWER FORCE MAIN TO PROPERTY LINE SETBACK — 10' REQUIRED, 2.5" PROPOSED — Z5' OF RELIEF REQUESTED — WELL SETBACK — 50' REQUIRED, 8.0' PROPOSED — 42.0" OF RELIEF REQUESTED WASTEWATER SYSTEM SETBACK SCHEDULE PROPERTY LINE WELLS HOUSE SUNLAKE HOLDING TANK 10, 50' 50' 10' SYSTEM MATERIAL SPECIFICATIONS BACKFILL MATERIAL S 6" o 4O " W BACKFILL TO BE GRANULAR SAND BACKFILL MATERIAL WITH NO y1i ASV PARTICLES GREATER THAN 1 ". 4-6" 59 ' FORCEMAIN / PIPING TO BE 2" SDR-11 HDPE, PROVIDE 3' MIN. COVER WHERE POSSIBLE. FORCE MAIN SHALL BE HEAT TRACED W/ HEATLINE --� _ RETRO-FM HOUSE SEWER PIPE PIPING TO BE 4" SDR-35 OR SCH-40 PVC. INSTALL NTH 114" MAP REFERENCE: PER FOOT MINIMUM SLOPE. HOLDING TANK CONNECTOR PIPE BASE MAP INFORMATION FROM "MAP OF A " TOPOGRAPHIC SURVEY MADE FOR GORDON M. PIPING TO BE 4 SDR-35 OR SCH-40 PVC. INSTALL LEVEL DINEEN," IN THE TOWN OF QUEENSBURY, WARREN Bin COUNTY, NEW YORK. DATED MAY 10, 2022. PREPARED BY SITE LOCATION --*' LOCATION MAP H091 DISCHARGE COVER, HDPE 1"' BALL VALVE, PVC 14 FPT CONNECTION INLET GATE VALVE 4" SOCKET WELD, PVC BASIN, HDPE TO ALARM PANEL 14/6 CABLE ANTI-SIPHON/CHECK VALVE 2.210 ASSEMBLY 28 n (NORYL [708inml ALARM IN-S AB BUR AL ON 19.4 n DEP H [494 nm 19 ir OFF 14.4 n 63 Id [492 mm [3671 rim 47 ial 11.9i 29 in [30 mm 37 in 38 gal 737 m 940 m SEMI -POSITIVE DISPLACEMENT TYPE PUMP DIRECTLY DRIVEN BY A 1 HP MOTOR SGS 4-26-07 - 1/16 DR BY CHK'D DATE ISSUE SCALE SEWER SYSTEMS IH091 STATION, DETAIL SHEET BASIN CAPACITY = 91 GALLONS NA0056P02 Dig PrAp Safely. New/,York ■ call Before You Dig ■ wait The Ra"hvd Tines ■ Confirm tltllity Response ■ Respect The Marks ■ Dig wuh Cans 800.962.7962 www.dlgssfNynsvrjorCc m E-ONE IHO91 GRINDER PUMP DETAIL SCALE. NTS TAX MAP # 289.14-1-2 Legend IPF = Iron Pipe Found CIRF = Capped Iran Rod Found C-Q) = Utility Pole - - - - '- = Overhead Utility Wire GLEN LAKE ` N 37053'50" W 1. 16.67' OXf. 9 N 44'17'10" W _ 32,20' NOTES: I •) THIS MAP WAS PREPARED WITHOUT THE BENEFIT OF AN ABSTRACT OF TITLE OR AN UP TO DATE TITLE REPORT AND IS THEREFORE SUBJECT TO ANY STATEMENT OF FACTS SHOWN THEREON. 2.) PARCEL 15 SUBJECT TO ANY EASEMENTS OF RECORD. 3.) THIS MAP WAS PREPARED FROM AN ACTUAL FIELD SURVEY MADE IN ACCORDANCE WITH THE EXISTING CODE OF PRACTICE ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. 4.) THIS MAP IS COPYRIGHT © 2022 VAN DUSEN t STEVES LAND SURVEYORS. UNAUTHORIZED ALTERATION OR ADDITION TO THIS DOCUMENT IS VIOLATION OF SECTION 7209, SUBDIVISION 2, OF NEW YORK STATE EDUCATION LAW. 5.) DIMENSIONS BETWEEN PROPERTY LINES AND STRUCTURES ARE TO THE NEAREST HALF FOOT AND ARE FOR THE SOLE PURPOSE OF INTERPRETING THEIR CONFORMANCE WITH ZONING AND NOT INTENDED TO AID IN THE ESTABLISHMENT OR RETRACEMENT OF PROPERTY LINES. G.) UNDERGROUND UTILITIES, IF ANY, ARE NOT SHOWN HEREON. 7.) CONTOURS SHOWN HEREON ARE REFERENCED TO AN ASSUMED DATUM. D u s e Steve s Land Surveyors 169 Haviland Road Queensbury, New York 12804 518) 792-8474 New York Lic. No. 50135 Tie Line N G9°29' 10" E C1 51.13' S N, / _ O\e t0 o /b Lands N/F of Douglas M & Debra L Petroski Revovable Trust 8:5916 P:89 269.14-1-1 *UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY NAP BEARING A LICENSED LAND SURVEYORS SEAL, IS A MOLA71ON OF SECTION 7209. SUB -DIVISION 2, OF THE NEW YORK STATE EDUCATION LAW.' 'ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WI7H VE AN ORIGINAL OF THE LAND SURYORS SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES.' "CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. SAID CERTIFICA71ONS SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE 717U COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION USTED HEREON, AND TO THE ASSIGNEES OF THE UMNO INSTITUTION.' h 0y' cIN J; IPF Lands N/F of Douglas M & Debra L Petroski Revovable Trust B:5916 P:89 289.14-1-3 N 63030'40" E 15.59' Well Ca5mg NG 28 O Metal .c.. /. Cover cy / Crushed StoO'd'. �e y� &L9 S 26029'20" E 13.25' Well C351ncj t N 26029'40" W 33.00' S 63°30'40" W 15.59' Barn Map of a Topographic Survey made for Gordon M. Dineen Town of Queenebury, Warren County, New York 289.14-1-2 IPF Map References 1 Map of a Survey made for David G. LaPointe Dated: August 5, 1987 By: Van Dusan & Steves Land Surveyors 2 Map of a Survey made for Douglas M & Debra L. Petroski Dated: November 27, 1996 By: Van Dusen & Stoves Land Surveyors Deed Reference Gordon M. Dineen To Gordon M. Dineen and Alexandra L. Dineen Dated: September 1, 2010 Recorded on: November 12, 2010 As Instrument #: 2010-00007723 NO. I DATE IPF DESCRIPTION lia-tei May 10, 2022 Scale 1`=20, S-1 SHEET 1 OF 1 Dineen DWG. NO. 22-090 C3747 n 03 N