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1.1 1.1 WASTEWATER-SEWER\APPROVE\Farrell—Replacement Well to Leaching-11-18-2024 RESOLUTION APPROVING GINNIE FARRELL'S APPLICATION FOR SANITARY SEWAGE DISPOSAL VARIANCES RESOLUTION NO.: 12024 INTRODUCED BY: WHO MOVED ITS ADOPTION SECONDED BY: WHEREAS, Ginnie Farrell (Applicant) filed an application for variances from provisions of the Town of Queensbury On-Site Sewage Disposal Ordinance, Chapter 136 to install a replacement on-site wastewater treatment system with the well to be located: 1. 55' from the neighbor's leaching system in lieu of the required 100' setback; and 2. 73'4"from the on-site leaching system in lieu of the required 100' setback; on property located at 11 Palmer Drive in the Town of Queensbury, and WHEREAS, the Town Clerk's Office published the Notice of Public Hearing in the Town's official newspaper and the Local Board of Health duly conducted a public hearing concerning the variance requests on Monday, November I P, 2024, and WHEREAS, the Town Clerk's Office has advised that it duly notified all property owners within 500 feet of the subject property, NOW, THEREFORE, BE IT RESOLVED,that 1. due to the nature of the variances, the Local Board of Health determines that the variances would not be materially detrimental to the purposes and objectives of this Ordinance or other adjoining properties nor otherwise conflict with the purpose and objectives of any Town plan or policy; and 2. the Local Board of Health finds that the granting of the variances is necessary for the reasonable use of the land and are the minimum variances which would alleviate the specific unnecessary hardship found by the Local Board of Health to affect the Applicant; and BE IT FURTHER, RESOLVED,that the Local Board of Health hereby approves the application of Ginnie Farrell for variances from the Sewage Disposal Ordinance to install a replacement on-site wastewater treatment system with the well to be located: 1. 55' from the neighbor's leaching system in lieu of the required 100' setback; and 2. 73'4"from the on-site leaching system in lieu of the required 100' setback; on property located at 11 Palmer Drive in the Town of Queensbury and bearing Tax Map No: 316.17- 1-9. Duly adopted this 18'h day of November, 2024,by the following vote: AYES NOES ABSENT: N W plot ELECTRICAL PANEL PRESSURE SWITCH 1 � � PRESSURE TANK F] PROPOSED WELL\\' CII f I= a � w z tl"g 316.17-1- IL Lands NJF of Garkk Trust (52fl9111) River (on) 98' - 0" +I- ELECTRIC FROM HOUSE V DW ASTM D2233 HIGH DENSITY POLYETHYLENE NOTE_ ROCK WELL MUST HAVE 50' OF STEEL HAVE 316-17-1- Lands NIF of Hickey & Garnsey 9 Palaver Drive o M= ASPHALT ORWEWAY N 87'AWX_ -- /2STY' wF. CAW A Er W.F. GARAGE Al S, A y 40'-W 315.17-1- Q W 5,099-61'. l 0,1i71+. woM SHED i a 316.17-1- r .4,g3*S.F w / 0.»32�.a � Q G — — m ar3ta"w WSW F R EXISTING WELL UNDER HOME S t 1 1 • 7C �t 2V -iV i.v - A' ` iP ; i sr'rea 316.17-1-1 AREA: 4,81�+S.F. r3.i 10crtAc. I WOOD i m � �sHM > * W 95.8V 3 316.17-1-yL Lards NIF of Garlick Trust (5209-111) Palaver Drive S wy. CAW 316.17-1-1L Lands NIF of Garlock Trust (5209-111) septic locatiOn 19 pabner Drive ive unknown — WELL CAP 0 J FINAL 6" STEEL LNG `0 `F�i.i -s r 50% EXPANSION AREA 316.17-1- Lands N1F of Garlick Trust (5209-111) Palmer Drive (off) H ��g M ffi9' 316.17-1- VL Lands NIF of Garlock Trist (52o9-107) Palaver Drive (off) SOIL DATA i SOIL TEST PERFORMED ON: IVE 11 PALMER DR NY 12804 4123 PRESOAK TEST. �23 PERC TEST: 91i ry DEEP TEST HOLE NO. 1: o" - 3": TOPSOIL 3" - 52": SILTY GRAVEL TOTAL DEPTH = ,C - 4"1 NO GROUNDWATER `DEEP TEST HOLE NO. 2: (r - 4": TOPSOIL 4" - 49": SILTY GRAVEL TOTAL DEPTH = 5' - V, NO GROUNDWATER PERCOLATION TEST NO. 1: 1" < 15 MINUTES PFRC.OLATION TEST NO. 2. 1" < 14 MINUTES DESIG14BASED ON CONVENTIONAL ABSORPTION DEEP TEST HOLE PERC TEST HOLE O PROPERTY LINE fl WATER WELL EXISTING CONTOUR .-'---" -- PROPOSE') COMM ,--- -�---- .� WOOD STE,KE SEPTIC TA_.__ r cT 1 1 r 1 oration Plan Not to Scale 1. SANITARY FACILITIES MAY BE CONSTRUCTED ONLY AFTER A WARREN COUNTY DEPARTMENT OF HEALTH (WCHD) "PERMIT TO CONSTRUCT" HAS BEEN ISSUED. 2. THESE FACILITIES SHALL NOT BE PLACED IN OPERATION UNITL A VVCHD "CERTIFICATE OF COMPLETION" HAS BEEN ISSUED. CONTACT THE DESIGNATED WCHD REPRESENTATIVE REGARDING THE PROCEDURES INVOLVED. 3. THERE SHALL BE NO DEVIATION FROM THE SEWAGE PLANS DURING CONSTRUCTION WITHOUT PRIOR APPROVAL OF A LICENSED DESIGN PROFESSIONAL (LDP IS AN ENGINEER, EXEMPT SURVEYOR, OR ARCHITECT, LICENSED TO PRACTICE IN THE STATE OF NEW YORK), AND THE WCHD. ANY SIGNIFICANT SEWAGE SYSTEM MODIFICATIONS MUST BE APPROVED IN WRITING PRIOR TO IMPLEMENTATION. 4. THIS SYSTEM IS DESIGNED FOR A (3) BEDROOM HOUSE. IT IS NOT DESIGNED TO ALLOW INSTALLATION OF A FOOD DISPOSER OR SPA TUB. 5. NO ROOF, FLOOR, COOLING SYSTEM, OR WATER SOFTENER BACKWASH DRAINS ARE TO BE CONNECTED TO THIS SYSTEM. ALL SUCH DISCHARGES ARE TO BE DIRECTED AWAY FROM THE ABSORPTION FIELD AS SHOWN ON THE PLANS. 6. PRIOR TO EXCAVATION, CONSULT THE UNDERGROUND FACILITIES PROTECTIVE ORGANIZATION. SEPTIC SYSTEM NOTES: 1. THE MATERIALS SPECIFIED ON THESE PLANS, OR EQUAL, MUST BE UTILIZED UNLESS ALTERNATES ARE ACCEPTED AND APPROVED IN WRITING BY A LDP AND THE WCHD. FOLLOW ALL MANUFACTURER'S INSTRUCTIONS FOR COMPONENT INSTALLATION. 2. PROPOSED SITE GRADING SHOWN ON THESE PLANS IS AN INTEGRAL PART OF THE WCHD PLAN APPROVAL. ANY CHANGES TO THE PROPOSED GRADING AFFECTING THE WASTEWATER ABSORPTION AREA IN ANY WAY SHALL BE APPROVED BY THE LDP AND THE WCHD PRIOR TO IMPLEMENTATION. 3. A LDP SHALL SUPERVISE SYSTEM INSTALLATION, CERTIFY THAT THE CONSTRUCTION FOLLOWED THE "AS -BUILT" PLAN, AND APPLY TO THE WCHD FOR A"CERTIFICATE OF APPROVED PLAN. FURNISH AN COMPLETION." 4. NO EXISTING OR PROPOSED WATER SUPPLY OR SEWER TREATMENT FACILITIES ARE LOCATED WITHIN 200 FEET OF THE BOUNDARIES OF THIS PROJECT EXCEPT AS SPECIFICALLY NOTED ON THE PLAN. 5. NO VEHICULAR SEWATRF.AiOAARTRAFFIC ESYSTEM EXCEPTflN SHAL-L AS SPWE E•'C FICALLALLY PROVIDED FOR ANANY D NOTED ©N THE COMPLETE PLAN. 6. A COPY OF THE AP -PROVED PLAN, E AND INCLUDITHE WCHD�� DIMENSIONS, SHALL 8E PROVIDED TO THE PURCHASER OF THE ABSORPTION BED PRnTPCT10N: ON SYSTEM IS TO BE RPTI 1. THE CONTRACTOR TO PRECLUDE DISTURBANC OR COMPL PROTECT THE AREA(S) ACTION OF TTHE HE NATURAL SO EXCEPT AS NEEDED TO CONSTRUCTEDON INSTALL DISTRIBUTION PIPING, T TAND O BE USED SPREADUN ORPMATERIAL STOCKPSOIL AND SEED. ILING NG OR STORAGE, EQUIPMENT DO NOT STRIPO R OVER THE AREA AND IT IS NO TOPSOIL FROM THE ABSORPTION AND REQUIRE EA. FAILIN RETESTING OFG TO FOLLOW ITHE IN -PLACE SONIL,S TOSNSURE THAT THEY SUSPENSION OF WCHD MEET THE REQUIRED SYSTEM DESIGN PARAMETERS. R�Qr, I9 RED INSPEt�TIONS: 1. SITE INSPECTIONS OF SANITARY FALITY AS ON RUC ON SHALL 8E CONDUCTED JOINTLY BY A LDP AND THE DESIGNATED WCHD REPRESENTATIVE A. DURING DESIGN, PRIOR TO PLAN APPROVAL -DEEP TEST PITS AND NATIVE SOIL PERCOLATION TESTING I.E. TANK, DISTRIBUTION BOX, JBUTION SYSTEM B. PRIOR TO BACKFPWING PUMP ORJONATER TSYSTEM, AND DURING PUMP OR SIPHON SYSTEM ABSORPTION FIELD , CALIBRATION C. AFTER FINAL GRADING AND SEEDING 1NDMDtTEP°fRTE�1! NOTI�S 1. WCHD ACCEPTANCE OF RESIDENTIAL WEELS SHALL BE BASED UPON THE FOLLOWING: A. WELL CONSTRUCTION IN ACCORDANCE WITH APPENDIX 5-B OF THE NEW YORK STATE SANITARY CODE B. A WELL LOG COMPLETED BY THE WELL DRILLER REGISTERED WITH THE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION C. A MINIMUM YIELD OF 5 GPM OOF HEALTH YIELD AND STORAGE IN ACCORDANCE WITH APPLICABLE NEW YORK STATE DEPARTMENT D. DISINFECTION, PRESSURE AND LEAK, TESTING OF THE WELL AND APPURTENANCES IN ACCORDANCE WITH THE CURRENT A~ PROCEDURES MPLE F THE WELL WATER FROM A SA E- A SATISFACTORY BACTERIOLOGICAL IOOLL GII ATEEXAMINATIONY AND �TTED TO TE i 11VARI2EN COUNTY HEALTH TESTED BY A NYS CERTIFIED DEPARTMENT. SITE NOTES: 1 _ TAX MAP ID. #316-17-1-10 2 ADJACENT SEPTIC SYSTEMS AND WELLS BEYOND 100 FEET OF SITE. REQUIRED SEPARAT*N DISTANCES FROM WASTEWATER SYSTEM COMPONENTS — TO STREAM, l AKTPROPERTY DRAINAGE SYSTEM WELL DWELLING SUCTION OR WATERCOURSE OR LINE DITCH COMPONENTS LINE WETLAND ABSORPTION 100' I MIN. 2V 19 20' FIELD (D) { NOTE: D. SEPARATION DISTANCES SHALL BE MEASURED FROM THE EDGE OF THE DESIGNATED ADDITIONAL USABLE AREA (I.E., RESERVE AREA), WHEN AVAILABLE. D RAF r� CW A lid '�'V!-qTF-DESIGN - CONVENTIONAL ABSORPTION BED SYSTEM of: NFJ�; 98495`- SHEET 1 OF 2 •7 L �; raw ■— — - — - - _- FARRELL R SIDENUt HATE EN COUNTY HEALTH APPROVAL. TAX MAP ID. Town of QUEENSSURY Tax Map #316.17-1-10 {part of) REV: - WARREN i 11 PALMER DRIVE i QUEENSBURY, NY 12804 s COUNTY OF WARREN TOWN OF QUEENSBURY Scale: AS NOTED Issue Date: 1IV41124 ENGINEERING P.L-L-C- MARRA g 363 Schodack Drive Castleton, NY 12033 Office: (518) 732-4971 Cell: {518) 4fi1-8781 WNWW.INARRAEIdGINEERING.COM Proyect No.: XXX 3 Udell Detail _- - tom' D Not to Scale GRADE -- 24" DIA. OPNG. 24" DIA. PRECAST CAP r 4" OUTLET • - - `� TEE , — -- LIQUID LEVEL = 4"! NLET' BAFFLE � + I BAFFLE � M j f f i { (WIDTH = 5' - 8') � � ` - 3" MINIMUM CLEAN SAND OR PEA GRAVEL OR 5" MINIMUM 1000 GALLON CAPACITY OF WASHED AGGREGATE SEAMLESS SEPTIC TANK 3/4"- 1-1/2" GRIMM BUILDING MATERIALS CO., INC. PHONE - (518) 272-1100 W W W.GRIMMBLDG.COM -OR- APPROVED EQUAL 1 Septic Tank Schematic "'ISSDZi Nat to scale 20" , REM01,a COVET BAFFEI 4" INLE OUTLETS 'EAL UNUSED HOLE VITH A S-85 SEAL (4) tV Q r NUSED; TO BE =ALED N k- iv 04 i CLEAN SAND, PEA GRAVEL OR Mu c r = I �-- AGGREGATE (3/4" - 1-1/2'1 5 OUTLET DB GRIMM BUILDING MATERIALS CO., INC. PHONE - (518) 272-1100 Fax - (518) 272-0229 PRECAST CONCRETE DIVISION 96 ALBANY AVENUE PO BOX 157 GREEN ISLAND - TROY, NEW YORK 12181 WWW.GRIMMBLDG.COM -OR- THE FORT MILLER CO. INC. WWW.FORTMILLER.COM -OR- APPROVED EQUAL 2 Distribution Box Detail f NOTES: 1 _ INVERT ELEVATIONS OF ALL OUTLET PIPES MUST BE EQUAL USE OF FLOW EQUALIZATION DEVICES IS REQUIRED. 2. THE SLOPE OF OUTLET PIPES (HEADER PIPES) BETWEEN THE DISTRIBUTION BOX AND DISTRIBUTOR LATERALS SHOULD BE AT LEAST 1/32" PER FOOT. 3. BAFFLE REQUIRED FOR ALL. 4. PIPE JOINTS TO BE SEALED WITH ASPHALTIC MATERIAL OR EQUAL. 5. THE PIPE FROM THE SEPTIC TANK TO THE DISTRIBUTOR BOX INLET, SLOPED AT LEAST 1/8" PER FOOT - GRAVITY. 6. BAFFLE CAN BE BUILT IN OR A PIPE ELBOW OR TEE rr). 7. THE BOXES SHALL BE INSTALLED IN CONFORMANCE WITH MANUFACTURER'S INSTRUCTIONS. IV - 0" +I - MIN r W-Ir — x x. MIN 101, - 0" —t— 4' TRAP AND — CLEANOUT 4" SOLID PVC SCH 40 - ASTM 2665 PITCH 114" PER FT MIN. t PROPOSED 1000 —' GALLON SEPTIC TANK final View \SSD2' 1/16" =1'-0" 5 SS© SeOn �A A 1/2" = T-W CALCULATIONS FLOW RATE FOR 3 BEDROOM HOME = 330 GPD (110 GPD PER BEDROOM x 3 BEDROOMS) SYSTEM PARAMETERS 4" SOLID PVC 4" SOLID PVC HEADERS SCH 40 - ASTM 2665 ASTM 2729 OR F810 OR SDR-35 PITCH 1116" PER FT MIN. PITCH 1/8" PER FT MIN. F.F.E. 101' - 0" +/- 1. VERIFY ELEVATION PRIOR TO SLEEVE INSTALLATION. 2. A MAX. OF 12" OF EARTH IS TO BE PLACED OVER SEPTIC TANK. AI i i1-01 - (EXTENT OF FIELD) iv " H 40 PVC _ =` — PERFORATED Lu TO S - — — — — DISTRIBUTORS— — in '' w v; o o�LL to , + O Fs—- __- z i In N DIST_ BOX _ _..` - — — — — — -- — — — �' _ uj o F- Q w Fs NON -PERFORATED — — — - _ — -- — — — — PIPE 2T-0 i14 2'-6" MIN MIN =' f 4 Tile Fief Schematic ,,SSD2`- 1" =19-T DESIGN PARAMETERS: 3-BEDROOM HOUSE; 1000 GALLON SEPTIC TANK; (5) OUTLET DISTRIBUTION BOX; AND (4) LATERALS AT 27' - 0" 20'-0" -- TOP SOIL MOUNDED FOR SETTLING tV Z EARTH BACKFILL Z � a z G eta - (j" o CROSS SECTIONAL VIEW PERMEABLE GEOTEXTILE, UNTREATED BUILDING PAPER OR 4" HAY 1 STRAW -- DISTRIBUTOR — PIPE `'-- 4" MIN ID GROUND WATER, BEDROCK OR IMPERVIOUS LAYER TOP SOIL MOUNDED FOR SETTLING PERFORATION r— JOINT � a ' Jj a >• a- o a o 0 o a o 0 0 4 e y }t SLOPE 1/16" -1 /32" PER FOOT ��— CRUSHED STONE 314"-1-1/2" WASHED GRAVEL SPACING OF ABSORPTION TRENCH PIPE =8'OC BETWEEN TRENCH SIDE WALLS =VOC SOIL BACKFILL DISTRIBUTOR LATERAL 20' - fl MAX f 1 r '-6"MI 5'-0"MAX 5'-0"MAX 5'-0"MAX '-6"MI /USABLE SOIL (1-30 MIN / #NCH ;' rx f PERCOLATION) - m Z BEDROCK, GROUND WATER OR 4— z IMPERMEABLE STRATA PERMEABLE GEOTEXT#LE, =V UNTREATED BUILDING 04 8°% SLOPE MAX PAPER, OR 4" HAY OR STRAW fi_ Abspq*n Bed System ��•' NOTES: 1. A BED SYSTEM MAY BE BUILT IN SOILS WITH A PERCOLATION RATE BETWEEN ONE (1) AND 30 MINUTES PER INCH. 2. A BED SHALL NOT BE BUILT WHERE THE SOIL EVALUATION INDICATES SILTY LOAM, CLAY LOAM, OR CLAY. 3. SLOPE OF SITE SHALL NOT EXCEED EIGHT (8) PERCENT. 4. BED SYSTEMS ARE MORE PRACTICAL ON SITES THAT ARE LONG AND NARROW WITH A MINIMAL SLOPE. 5. PRESSURE DISTRIBUTION IS REQUIRED FOR THE INSTALLATION OF AN ABSORPTION BED SYSTEM. 6. THE LOCAL AUTHORITY HAVING JURISDICTION MAY ALLOW THE USE OF SIPHON DOSING ON SPECIFIC SITES. 7. DISTRIBUTOR LATERALS AND BED BOTTOM SHALL BE LEVEL. 8. THE REQUIRED BED BOTTOM AREA SHALL BE CALCULATED FROM THE APPLICATION RATES SHOWN. i SEWAGE SYSTEM DESIGN - CONVENTIONAL ABSORPTION BED SYSTEM REV: DATE s I WARREN COUNTY HEALTH APPROVAL SHEET 2 OF 2 FARRELL RESIDENCE TAX MAP ID. Town of QUEENSBURY Tax Map #316.17-1-10 (part of) 11 PALMER DRIVE QUEENSBURY, NY 12804 -- -__ _-- -_- . TOWN OF QUEENSBURY COUNTY OF WARREN Issue Date: 10M4124 Scale: AS NOTED MARRA ENGINEERING P"L.L,O. 363 Schodack Drive Casileeton, NY 12033 Office: (518) 732-4971 Cell: (518) 461-8761 WWW.MARRAENGINEERING.COM Proiect No.: XXX