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1.3 1.3 WASTEWATER-SEWER\SetPffHeinzelinan-Replacement Grinder Pump Force Main to House Line Well—Tank&Field Adjoining Parcel—8-7-2023 RESOLUTION SETTING PUBLIC HEARING ON SEWAGE DISPOSAL VARIANCE APPLICATION OF THOMAS HEINZELMAN RESOLUTION NO.: ,2023 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, Thomas Heinzelman has applied to the Local Board of Health for variances from Chapter 136 to install a new replacement onsite wastewater treatment system with its components to be located as follows: 1. Grinder Pump to be 3' from the house in lieu of the required 10' setback; 2. Grinder Pump to be 6' from the southerly property line in lieu of the required 10' setback; 3. Force Main to be 28' from the well in lieu of the required 50' setback; 4. Force Main to be 0' from the easterly property line in lieu of the required 10' setback; 5. Force Main to be 6' from the southerly property line in lieu of the required 10' setback; and 6. Septic Tank and Absorption Field to be located on the southerly adjoining parcel; on property located at 52 Reardon 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, August 21', 2023 at 7:00 p.m. at the Queensbury Activities Center, 742 Bay Road, Queensbury, to consider Thomas Heinzelman's sewage disposal variance application concerning property located at 52 Reardon Road in the Town of Queensbury (Tax Map No.: 289.7-1-19) 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 7t'day of August, 2023,by the following vote: AYES NOES ABSENT: NOTICES\SEWER\Heinzelman—Replacement Setbacks—8-21-2023 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, AUGUST 21ST, 2023 AT 7:00 P.M. AT THE QUEENSBURY ACTIVITIES CENTER, 742 BAY ROAD, QUEENSBURY TO CONSIDER AN APPLICATION BY THOMAS HEINZELMAN FOR SEWAGE DISPOSAL VARIANCES TO INSTALL A NEW REPLACEMENT ONSITE WASTEWATER TREATMENT SYSTEM WITH ITS COMPONENTS TO BE LOCATED AS FOLLOWS: 1. GRINDER PUMP TO BE 3' FROM THE HOUSE IN LIEU OF THE REQUIRED 10' SETBACK; 2. GRINDER PUMP TO BE 6' FROM THE SOUTHERLY PROPERTY LINE IN LIEU OF THE REQUIRED 10' SETBACK; 3. FORCE MAIN TO BE 28' FROM THE WELL IN LIEU OF THE REQUIRED 50' SETBACK; 4. FORCE MAIN TO BE 0' FROM THE EASTERLY PROPERTY LINE IN LIEU OF THE REQUIRED 10' SETBACK; 5. FORCE MAIN TO BE 6' FROM THE SOUTHERLY PROPERTY LINE IN LIEU OF THE REQUIRED 10' SETBACK; AND 6. SEPTIC TANK AND ABSORPTION FIELD TO BE LOCATED ON THE SOUTHERLY ADJOINING PARCEL; ON PROPERTY LOCATED AT 52 REARDON ROAD IN THE TOWN OF QUEENSBURY, (TAX MAP NO.: 289.7-1-19). TO OBTAIN FURTHER INFORMATION, ALL INTERESTED PERSONS MAY CONTACT THE QUEENSBURY TOWN CLERK'S OFFICE, 742 BAY ROAD, QUEENSBURY (518) 761-8234 OR VISIT ON LINE AT: WWW.QUEENSBURY.NET . AT THIS PUBLIC HEARING ALL INTERESTED PERSONS WILL BE HEARD. PUBLICATION DATE: AUGUST 2023 CAROLINE H.BARBER TOWN CLERK TOWN OF QUEENSBURY m o O� Bench mark m VanDu5en * Steve5 Capped Iron Rod Elelevatlon = 399.00 FT 6.51± To shore 1+ 4.0'± To shore Map Reference: Site Plan Showing Lands of Thomas W. and Linda P. Heinzelman Survey and Site Plan by: Charles T. Nacy Licensed Land Surveyor Dated March 15, 2004 Legend: IPF = iron Pipe Found '-01 = Utility Pole = Overhead Utility Wire o = V Corrugated Pipe Lands N/F of Peter & Michael Rozell B: 1175 P: 257 289.7-1-20 NOTES: I •) THIS MAP WAS PREPARED WITHOUT THE BENEFIT OF AN ABSTRACT OF TITLE OR AN UP TO DATE TITLE REPORT AND 15 THEREFORE SUBJECT TO ANY STATEMENT OF FACTS SHOWN THEREON. 2•) NO PROPERTY CORNERS WERE SET AS PART OF THIS SURVEY. 3.) PARCEL 15 SUBJECT TO ANY EASEMENTS OF RECORD. 4.) THI5 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. 5.) THIS MAP IS COPYRIGHT © 2019 VAN DU5EN * STEVES LAND SURVEYORS. UNAUTHORIZED ALTERATION OK ADDITION TO THIS DOCUMENT 15 VIOLATION OF SECTION 7209, SUBDIVISION 2, OF NEW YORK STATE EDUCATION LAW. G.) 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 KETRACEMENT OF PROPERTY LINES. 7.) UNDERGROUND UTILITIES, IF ANY, ARE NOT SHOWN HEREON. 8.) THE SURVEYED PARCEL 15 SUBJECT TO WHATEVER RIGHTS, TITLE OR INTEREST THE TOWN OF QUEENSBURY AND THE PEOPLE OF THE STATE OF NEW YOKK MAY HAVE TO MAINTAIN THE ROADS, AND TO WHATEVER RIGHTS, TITLE OR INTEREST THE TRAVELING PUBLIC MAY HAVE TO THE BED OF THE KOAD5. u I +1 1/1 O Crushed One Story Ui Stone Wood Frame j House Lands N/ F of Michael & Mary Rozell B: 5799 P:293 289.7-1-17 Dua S t e v e s Land Surveyors 169 Haviland Road Queensbury, New York 12804 (518) 792-8474 New York Lic. No. 50135 'UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAPDEARINGAUCEN5EDLAND 5URVEYOR55EAL15A VIOIAr ON OF SECTION 7209, 5UB-DIVI5ION 2, Of THE NEW YORK 5TATE EDUCATION LAW' ONLY COPIES PROM THE ORIGINAL OF THIS SURVE MARKED WITH AN ORIGINAL OF THE LAUD SURVEYORS SEAL SHALL BE CON51DERED TO BE VALID TRUE COPIES.' RDAN E THAT '15 5U CATION5INDICATED HEREON THI5 SURVEY WAS PREPARED IN ACCORDANCE WITH THE BYEX15TING CODE RK PRACTICE FOR LAND SURVEYORS ADOPTED BY THE NEW PORK STATE ASSOCIATION OP PROFESSIONAL LAND 5URVEYOR5. SAID CERTIPICATION5 SHALL RUN ONLY TO THE PERSON TOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING 1N5TITUTION U5TED HEREON, AND TO THE A551GNET5 Of THE LENDING IN5TITUTION.' 1 Map of a Topographic Survey made for Thomas and Linda H e i n z e l m a n Town of Queensbury, Warren County, New York 1 2 08/01 /23 PROPOSED EASEMENT 1 01 /13/20 PROPOSED HOUSE NO. DATE DESCRIPTION Catch Basin UP NM4-1 UP NYrG Date: September 10, 2019 Scale 1 "=20' S-1 SHEET I OF I Heinzelman C3345 DWG. NO. 1 9-1 29 �Z +a a3 N Goy./-1-ID1�IZ) WASTEWATER SYSTEM DESIGN f—EXTERIOR WEATHERPROOF CONTROL PANEL, ALARM & WATER SHUT -DOWN RELAY, MOUNTED ON SIDE OF APPROXIMATE POLYETHYLENE EXTENSION TO GRADE HOUSE, IN COORDINATION WITH OWNER. SEAL CONDUIT FINISHED GRADE WITH TAMPER RESISTANT ACCESS COVER WEATHERTIGHT. ALL ELECTRICAL WORK TO BE INSPECTED 2" HDPE GRINDER PUMP FORCE MAIN 2" MIN. DROP BY A CERTIFIED ELECTRICAL INSPECTION AGENCY PRIOR BETWEEN INVERTS TO START-UP OF PUMP STATION. 12" MIN. OUTLET BAFFLE POLYETHYLENE EXTENSION & REDUCER TO CONNECT COVER 4" SANITARY TEE TAMPER RESISTANT COVER PUMP STATION NOTES HDPE GRINDER PUMP W/4" PVC TAILPIECE 1C MIN. FORCE MAIN COVER FINISHED GRADE FINISHED GRADE PRE —ASSEMBLED RESIDENTIAL GRINDER PUMP STATION TO ° < ° ° a BE LIBERTY PROVORE 380. " 4 PVC SDR-35 2" DISTRIBUTION BOX 2" HOPE SOR-11 4" PVC SDR_ FORCEMAIN, PROVIDE SEAL ALL TANK OPENINGS WATERTIGHT. INLET 6" MIN' 3' MIN. BURIAL &POSITIVE a LIQUID LEVEL OUTLET 2" MIN. 1/4" PER FOOT TO PUMP STATION DRAINBACK PROVIDE AND INSTALL UL LISTED PACKAGED PUMP CONTROL MIN. SLOPE MIN. SLOPE _ PANEL WITH VISUAL AND AUDIBLE ALARM. INSTALL SIMPLEX, 1/3 1/8' PER FOOT BAFFLE DEMAND DOSE CONTROL PANEL ON THE SIDE OF HOUSE IN ° 16" 4"H x18"W SLOT, DEPTH 18" NEW 4" PVC HOUSE SEWER COORDINATION WITH OWNER. (2) 4" OF OUTLET MIN. USE SPEED LEVELERS TO PROVIDE HIGH —ALARM FLOAT AND WATER SHUT—OFF. WATERTIGHT SLEEVE AND SEAL (TYP) "ELBOWS — OR 6 ELBOW INVERT ASSURE ALL OUTLETS ARE AT — EXACTLY THE SAME ELEVATION 2" SCH-40 PVC PIPING INSIDE RELAY TO BE INSTALLED ON WATER PUMP CIRCUIT TO SHUT PROPOSED 1250 GAL 4 k WET WELL THROUGH BASIN WALL DOWN LAKE WATER SUPPLY TO HOUSE WHEN ACTIVATED BY DUAL COMPARTMENT W Z Q o � � 4" PVC SDR-35 SOLID HEADER REDUCING TEE POINTED DOWNWARD HIGH -ALARM FLOAT WARNING/SHUT DOWN ALARM ON PANEL PRECAST CONCRETE o ° 0 60-757OF 25-40% OF TO PERFORATED TRENCH PIPING, WITH 1" BALL VALVE THROTTLED TO SEPTIC TANK a M `D TANK VOLUME TANK VOLUME 1/8" PER FOOT MIN SLOPE ALLOW TRICKLE DRAIN BACK INTO INSTALL POWER & CONTROL WIRING TO CONTROLLER WITH INLET BAFFLE WETWELL ALARM IN HOUSE IN ACCORDANCE WITH MANUFACTURER'S 4" SANITARY TEE SEPTIC TANK NOTES BALL VALVE INSTRUCTIONS AND NATIONAL ELECTRIC CODE (N.E.C.) W/4" PVC TAILPIECE MINIMUM 2X WIDTH ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK BALL CHECK VALVE UNION - LOCATE SUCH THAT REQUIREMENTS. MAXIMUM 4X WIDTH STATE DEPARTMENT OF HEALTH APPENDIX 75-A AND SHALL BE OF UNION CAN BE DISCONNECTED AND I I PRECAST CONCRETE PUMP REMOVED WITHOUT TANK PUMP CONTROL AND FLOAT LEVEL TO BE INSTALLED TO p ° ° ° ENTRY PROVIDE A 60 GALLON DOSE (30 GAL TO FIELD, 30 GAL ° ° ° ° ° e ALL STRUCTURES SHALL BE PLACED ON FIRM, COMPACT SAND OR GRAVEL FORCEMAIN VOLUME) BASE. WHERE EXISTING SOIL CONDITIONS ARE UNSUITABLE, CRUSHED 100 GALLON NORMAL LIQUID LEVEL± STONE SHALL BE PLACED AS NECESSARY TO ACHIEVE A STABLE BASE POLYETHYLENE PUMP STATION SIMPLEX GRINDER PUMP GRINDER PUMP TO BE LIBERTY PROVORE PRG-IOTA, SEPTIC TANK DETAIL SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL BE OF EXTRA HEAVY 115V, 1 HP, 30 GPM 0 25-FT TDH. NTS CONSTRUCTION DESIGNED FOR H-20 WHEEL LOADING. VERIFY EXISTING ELECTRICAL SERVICE PRIOR TO PURCHASING ALL JOINTS MUST BE SEALED WITH BUM SEALANT. JOINTS BELOW THE PUMP.SSEMBLED LIQUID LEVEL MUST BE TESTED BEFORE BACKFILLING. PRE -ASSEMBLED RESIDENTIAL GRINDER PUMP DETAIL ALL ELECTRICAL WORK TO BE INSPECTED BY A CERTIFIED NTS ELECTRICAL INSPECTION AGENCY PRIOR TO START-UP OF PUMP STATION. 8-16" SAND COVER 2" STONE COVER 5' PIPE SPACING OVER PIPE PITCH PI TCH 15' BED WIDTH ...... ...... .< 7 y r ✓ L y — 6 MIN STONE BELOW PIPE _.... .... EXISTING ORGANIC MATERIAL �--- 15'x30' STONE ABSORPTION BED \-- 4" PVC PERFORATED LATERAL TO BE REMOVED PRIOR TO TO BE INSTALLED AFTER FILL INSTALLED LEVEL, PLACING FILL MATERIAL PLACEMENT AND STABILIZATION IN BED CONFIGURATION WITH MANIFOLDED ENDS ABSORPTION FIELD SECTION SCALE. 1 "=2' FILTER FABRIC MIRAFI 140N OR EQUAL 2.5' TO EDGE OF BED 3/4"-1-1/2" WASHED CRUSHED STONE 4" MINIMUM TOPSOIL ON ENTIRE FILL AREA, SEED & ESTABLISH TURF I LIMI T 15' °" r. rr�r�r. ° Try r.. i� . • rrr. � � � 0' 30' v ABSORPTION BED PLAN SCALE. 1 "=5' 'ROPOSED IISTRIBUTION BOX TRANSITION FORCE MAIN TO 4" PVC OUTSIDE OF D—BOX ABSORPTION FIELD NOTES THIS DESIGN UTILIZES A STANDARD PIPE -IN -STONE ABSORPTION BED INSTALLED IN STANDARD CONFIGURATION. CUT ALL TREES, STUMPS AND OTHER VEGETATION AT GRADE AND REMOVE. REMOVE STUMPS AND EXISTING ORGANIC MATERIAL FROM SURFACE PRIOR TO PLACING FILL. USE TRACKED EQUIPMENT FOR ALL WORK IN ABSORPTION FIELD AREA. CONSTRUCT DRAINAGE SWALE UPGRADE OF SYSTEM IN ORDER TO DIVERT SURFACE RUNOFF AROUND ABSORPTION FIELD. Dig '01. IrAISafely. New ®York Im Call Before You Dig IN Wait The Required Time Confirm Utility Response Respect The Marks 13 Dig With Care 800-962-7962 www.digsafelynewyork.com 3—BEDROOM DESIGN WATER SAVING FIXTURES (1.6 GPF MAX. FLUSH, 3.0 GPM MAX. FAUCETS) DESIGN FLOW — 110 GPD/BEDROOM SYSTEM DESIGN FLOW — 330 GPD SEPTIC TANK INSTALL NEW 1250 GAL PRECAST CONCRETE DUAL COMPARTMENT SEPTIC TANK AT ABSORPTION FIELD, TO BE SUPPLIED BY GRINDER PUMP STATION AT HOUSE LEACH FIELD — STANDARD PIPE —IN —STONE ABSORPTION BED DESIGN PERCOLATION RATE = 1-5 MIN/IN APPLICATION RATE = 0.95 GPD/SF ABSORPTION BED AREA REQUIRED = 348 SF 15'x3O' — 450 SF TOTAL TO BE PROVIDED POTABLE WATER SUPPLY TO BE EXISTING ON —SITE WELL —MAINTAIN 50' MINIMUM SEPARATION FROM SEPTIC TANK TO WELL —MAINTAIN 100' MINIMUM SEPARATION FROM ABSORPTION BED TO WELL W/W SYSTEM INSTALLATION NOTES • CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING AND IN ACCORDANCE WITH THE N.Y.S. DEPARTMENT OF HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS AND ASTM F481 INSTALLATION OF THERMOPLASTIC PIPE AND CORRUGATED TUBING IN SEPTIC TANK LEACH FIELDS. • AFTER EXCAVATION OF TRENCHES TO THE DEPTH REQUIRED, THE WALLS AND FLOOR OF EACH TRENCH SHALL BE CLEANED AND RAKED IN ORDER TO LOOSEN SMEARED SECTIONS OF TRENCH. • PLACEMENT OF AGGREGATE SHALL BE AS SHOWN, AND CARE SHALL BE EXERCISED TO AVOID INCLUSION OF FINE GRAINED SOILS AND WASTE MATERIAL IN THE ABSORPTION TRENCHES. • THE PIPE AND STONE SHALL BE LAID AT THE GRADES INDICATED, MAINTAINING STRAIGHT CONTINUOUS GRADES WITHOUT SAGS, HUMPS, SEPARATED JOINTS, OR OTHER UNSUITABLE CONDITIONS. • ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL AND DIVERT SURFACE RUNOFF AWAY FROM THE DISPOSAL FIELD. • DO NOT USE HEAVY EQUIPMENT WITHIN THE ABSORPTION AREA AFTER BED HAS BEEN INSTALLED. • THIS SYSTEM IS DESIGNED FOR WATER CONSERVING FIXTURES AND IS NOT DESIGNED TO ACCOMMODATE EXTREME WATER USE OR EXTREME ORGANIC LOADING DEVICES SUCH AS JACUZZI TYPE SPAS OR GARBAGE GRINDERS. • ROOF, FOOTING, GARAGE, CELLAR AND SURFACE WATER DRAINAGE MUST BE EXCLUDED FROM THE WASTEWATER SYSTEM. SYSTEM MATERIAL SPECIFICATIONS ABSORPTION BED AGGREGATE STONE IS TO BE 3/4" TO 1-1/2" WASHED CRUSHED STONE. EFFLUENT SEWER PIPE PIPING TO BE 4" SDR-35 OR SCH-40 PVC. INSTALL WITH 1/8" PER FOOT MINIMUM SLOPE FILTER FABRIC FILTER FABRIC TO BE 4.8 OZ/SY NON -WOVEN SEPARATION FABRIC, TENCATE MIRAFI 140N OR EQUIVALENT. HOUSE SEWER PIPE PIPING TO BE 4" SDR-35 OR SCHEDULE 40 PVC. INSTALL WITH 1/4" PER FOOT MINIMUM SLOPE. TOPSOIL PLACE 4" MINIMUM TOPSOIL OVER ENTIRE BACKFILL AREA. SEED, MULCH, AND ESTABLISH TURF. TAX MAP # 289.7-1-19 ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW. Dock Dock IPF', I " 5tohe Wall / I I ' I y urywell —_ ----7 \ �' ( I I co I I Q O u Anchor — 7� ACK W/ ) — n 100� CK / — + 10 P.L. ser6 ( �- SreA ' A5phalt Drivvay_- 0.5 - To shore I % ---f- - .� - GLE5V LAXE +I_ — J �� — -- —I- _ _ -- -- \ yisF 3/4' Y� E 3-� EDR CM E g� Exisr�ivG j / �j _ I I I Oul zN Q GARAGE $� WELD /� / ' n ' �� \ / PROP. 1250 GALLON �� �' ° 34 0 E / DUAL -COMPARTMENT i ul HWSE AS APPV D I + s 59 / / � i � / SEPTIC TANK / 1 \ I Stepsl I `NOT CONS'C.) I I _ 13�5'.45 i oo'WEc -" �- _ _ I _ _ / Area „�, "-' uy Anc i- PRECASTCONC. •�_J PROP. ?-HOLEC �-- /� o + Sq . Fee DIS ��o I ER p 26' �(09 7 + t rRleurroN Box \ t 0. 3 /_ Acres .....-.---..�- F nk t coNSTRv 4"10 nip,SETBAC WpP.L.DOGk-W �/ F _ • s o N O , ;�, s1aO 0 r FIa71 9 �co�,� `\s \�\ V V \\ A � �I,, ��', \�PlQ0\1i5• � '��:� � . III , FF 12.84Por F °1 ;F .,,.,.,r...a,-1 -► _ 1 ....--.FM � --. �: �' >�, '\ -.... 1 ►�I tiOneStoryoe.� j, � ,DOd �°r QVR..;o +EAK425 -Now 51dewaik o" ' / 1 dH�` - ,l I1 T �► I % 1 58. 5±O I I77 . NOTE: I r 7 / 78_ _�_� W/Wi Si289�NO WELLS ARE VISIBLE ® I I r Il I WITHIN 100'OFds No.Can �- Ir QR I� l PROP. ABS. FIELD I PT-11 I ' Fir /Pt I. �_ eter' R@ll -1 0 �w) / Bench mark VanDu5en * 5teve5 Capped Iron Rod Elevation = 399.00 FT 6. 5' ± To shore ro co 1+ a 0 �o s 0 i 0� 4.0'± To shore SITE SOILS DATA TEST PIT TP-1 - 7/10/2023 BY.• L.W. DOBIE, P.E. - HUTCHINS ENGINEERING 0-36" - ORANGE -BROWN FINE AND MEDIUM SAND, FEW COBBLES NO GROUNDWATER EVIDENCE PERCOLATION TEST PT-1 - 711012023 BY L.W. DOBIE, P.E. - HUTCHINS ENGINEERING STABILIZED PERCOLATION RATE. 2 MINUTES, 30 SECONDS PER INCH Dig ® Safely. New ®York Call Before You Dig 12 Walt The Requlred Time Confirm Utility Response IM Respect The Marks EN Dig With Care 800-962-7962 www.digsafelynewyork.com i SITE SOILS DATA PER ADDITIONAL PLAN REFERENCE 1 - PARCEL 289.7-1-16 TEST PIT TP-1 - 712412020 BY HUTCHINS ENGINEERING 0-6" - FINE SANDY FILL TOPSOIL 6-21 " - MEDIUM BROWN FINE SANDY LOAM, OLD FILL 21-46" - YELLOW -BROWN FINE AND VERY FINE SAND, FEW COBBLES 46-55" - LIGHT BROWN GRAVELLY SAND, 50% COBBLES AND BOULDERS NO GROUNDWATER EVIDENCE WASTEWATER REPLACEMENT PLAN SCALE. 1 "=10' GRAPHIC SCALE 10 0 5 10 20 40 ( IN FEET ) ADDITIONAL PLAN REFERENCE: 1. PARCEL 289.7-1-16 (58 REARDON ROAD, 2 PROPERTIES SOUTH), "WASTEWATER SYSTEM PLAN & DETAILS PREPARED FOR: HERBERT WASSEY, UNDER PROJECT 291429A" PREPARED BY HUTCHINS ENGINEERING, QUEENSBURY, NY. DATED: OCTOBER 17, 2019, RECORD DRAWING DATE AUGUST 26, 2020. PERCOLATION TEST 2. ORIGINAL HEINZELMAN PROJECT FOR TEAR -DOWN PT-1 - 712412020 BY HUTCHINS ENGINEERING AND REBUILD PROJECT WAS APPROVED BY THE STABILIZED PERCOLATION RATE. 4 MINUTE 20 SECONDS PER INCH TOWN OF QUEENSBURY ZONING BOARD OF APPEALS UNDER AV 5-2020 ON MAY 20, 2020 AND THE TOWN OF QUEENSBURY PLANNING BOARD UNDER SP 8-2020 ON MAY 27, 2020. THIS PROJECT'S APPROVAL WAS RENEWED ON APRIL 25, 2023 BY THE TOWN OF QUEENSBURY PLANNING BOARD, AND HAS NOT YET COMMENCED. MAP REFERENCES: 1. BASE SURVEY INFORMATION TAKEN FROM "MAP OF A TOPOGRAPHIC SURVEY MADE FOR THOMAS AND LINDA HEINZELMAN, " PREPARED VAN DUSEN & STEVES LAND SURVEYORS, QUEENSBURY, NY. DATED: SEPTEMBER 10, 2019, REVISED AUGUST 1, 2023 FOR SEPTIC EASEMENT. 2. EASTERLY NEIGHBORING SURVEY INFORMATION TAKEN FROM "MAP OF A SURVEY MADE FOR PETER ROZELL," PREPARED VAN DUSEN & STEVES LAND SURVEYORS, QUEENSBURY, NY. DATED: DECEMBER 20, 2006 3. NORTHERLY NEIGHBORING SURVEY INFORMATION TAKEN FROM "MAP OF A SURVEY MADE FOR CHARLES WILKISON" PREPARED VAN DUSEN & STEVES LAND SURVEYORS, QUEENSBURY, NY. DATED: JUNE 15, 1999, LAST REVISED: SEPTEMBER 24, 1999 4. ZONING BOARD OF APPEALS APPROVAL RESOLUTION & PLANNING BOARD APPROVAL RESOLUTION FROM "EXISTING COND177ONS PLAN PREPARED FOR THOMAS HEINZELMAN," PREPARED BY HUTCHINS ENGINEERING, QUEENSBURY, NY. DATED: DECEMBER 18, 2019 Wood name House SEPTIC VARIANCE SUMMARY - SETBACK RELIEF FROM NYSDOH APPENDIX 75-A REQUIREMENTS - • GRINDER PUMP TO HOUSE - 10' REQUIRED, 3' PROP. • GRINDER PUMP TO SOUTHERLY PROPERTY LINE -10' REQUIRED, 6' PROP. • FORCEMAIN TO WELL - 50' REQUIRED, 28` PROP. • FORCEMAIN TO EASTERLY PROPERTY LINE - 10' REQUIRED, 0' PROP. • FORCEMAIN TO SOUTHERLY PROPERTY LINE -10' REQUIRED, 6' PROP. • LOCATE THE PROPOSED SEPTIC TANK & ABSORPTION FIELD ON SOUTHERLY ADJOINING PARCEL TAX MAP # 289.7-1-19 ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW.