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1.2 1.2 WASTEWATER-SEWER\SetMDAIartino-Replacement—Components—Setbacks-Parking Under Driveway-ETU-10-7-2024 RESOLUTION SETTING PUBLIC HEARING ON SEWAGE DISPOSAL VARIANCE APPLICATION OF DOMENICK DIMARTINO RESOLUTION NO.: ,2024 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, Domenick DiMartino (Applicant) has applied to the Local Board of Health for variances from Chapter 136 to install a replacement wastewater treatment system with certain of its components to be located as follows: 1. ETU/Pump Station to be located 22' from Applicant's well in lieu of the required 50' setback; 2. ETU/Pump Station to be located 41' from the Glen Lake Shoreline in lieu of the required 50' setback; 3. ETU/Pump Station to be located 2' from the structure to the east in lieu of the required 10' setback; 4. ETU/Pump Station to be located 6' from the structure to the south in lieu of the required 10' setback; 5. Force main to be located 1' from the north property line in lieu of the required 10' setback; 6. Absorption field to be located 55' from Applicant's well in lieu of the required 100' setback; 7. Absorption field to be located 54' from the Joiner property's well to the south in lieu of the required 100' setback; 8. Absorption field to be located 62' from the Birdsall, LLC property's well to the north in lieu of the required 100' setback; 9. Absorption field to be located 4' from the north property line in lieu of the required 10' setback; 10. Absorption field to be located 5' from the west property line in lieu of the required 10' setback; and 11. Absorption field to be installed under the driveway; on property located at 97 Birdsall 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, October 21", 2024 at 7:00 p.m. at the Queensbury Activities Center, 742 Bay Road, Queensbury, to consider Domenick DiMartino's sewage disposal variance application concerning property located at 97 Birdsall Road in the Town of Queensbury (Tax Map No.: 289.17-1-35) 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 7 h day of October, 2024,by the following vote: AYES NOES ABSENT: \\ PROP. HOUSE SEWER & DISCONNECT HOUSE SEWER TO PUMP STATION LANDS N/F OF MAGNETIC REACTION STATE ROUTE 149, LLC 289.17-1-1.2 UNDER PAVEMENT PROP. DIST. BOX DRY STACKED ONCRETE BLOCK RETAINING WALL- / 314" IPF EX. 1,000 GALLON POLYETHYLENE HOLDING TANK TO BE USED AS PUMP STATION PROP. FUIICLEAN CE-5 ENHANCED TREATMENT UNIT 112" IPF 5 lb o`oZ e f Pay o�.co�ti LANDS N/F OF BIRDSALL LLC G\ea( 289.17-1-34 �j Timber Walls Glen / dIL ake V Tie Line /-54'f Along Shore Q 314" IPF N49°25'15"W, 0.25' �y °o From Corner 112" IPF 0.58' Off Line �� +�� . sy.•�o �. sy�a' ° � Qaa� � 000s d �9�s \°�5 ale hti°c °d F° e�oG\eo�J< co Jae �e� Eat' %I0 21' \ � oeO�Pt�a •\gym � �\ �°��r a \ t� LANDS N/F OF MARGARET P. BERRRIG N REVOCABLE TRUST 289.17-1-36 d'G� IR \ s4• '�WFLL AT yv,�e &N 6o V .� 'y '�— 1 IPF-or' � a ASP LT 7O ACE �.yd SU ACE N'y/ 90,TO d. ; _ \ WELL PROP. 20'Wx20'L CRUSHED STONE ABSORPTION BED WITH a� „r ASPHALT �9. A°o SURFACE ti (4) ROWS OF 2 - 34" WIDE TRAFFIC RATED OPEN -BOTTOM GRAVELLESS CHAMBERSAR 9es cjo�, 1-114WIPF 0 68' oo �G•�' \ G�etie �� ` 5461 os mod, G°� `�99�'P9l From Corner �O , A'f'> LANDS NIF OF % �' Fo STUART ALAN z�, 289.17-1-54 X �00 eke may 1 s \ O �!9 o y a WASTEWATER SYSTEM PLAN SC4LE. 1 "=15' GRAPHIC SCALE 15 0 8 15 30 60 (IN FEET) CONTRACTOR TO nELD VERIFY LOCATIONS AND DISTANCES THIS IS NOT A FIELD SURVEY. LANDS N/F OF DANIEL & KATHRYN GWINUP 289.17-1-37 C ��0��� \ ea \ SYSTEM INSTALLATION NOTES SEPTIC VARIANCE SUMMARY 1. ETU / PUMP STATION TO WELLS 50' REQUIRED 22' PROPOSED FROM OWN WELL 28' OF RELIEF REQUESTED 2. ETU / PUMP STATION TO LAKE 50' REQUIRED 41' FROM LAKE SHORELINE 9' OF RELIEF REQUESTED 3. ETU/ PUMP STATION TO STRUCTURE 10' REQUIRED 2' PROPOSED FROM STRUCTURE TO THE EAST 8' OF RELIEF REQUESTED 6' PROPOSED FROM STRUCTURE TO THE SOUTH 4' OF RELIEF REQUESTED 4. FORCE MAIN TO PROPERTY LINE 10' REQUIRED P PROPOSED FROM NORTH PROPERTY LINE 9' OF RELIEF REQUESTED 5. ABSORPTION FIELD TO WELLS 100' REQUIRED 55' FROM OWN WELL 45' OF RELIEF REQUESTED 54' FROM JOINER WELL TO THE SOUTH 46' OF RELIEF REQUESTED 62' FROM BIRDALL, LLC WELL TO THE NORTH 38' OF RELIEF REQUESTED 6. ABSORPTION FIELD TO PROPERTY LINES 10' REQUIRED 4' FROM NORTH PROPERTY LINE 6' OF RELIEF REQUESTED Y FROM WEST PROPERTY LINE 5' OF RELIEF REQUESTED Z ABSORPTION FIELD TO BE INSTALLED UNDER THE DRIVEWAY U.V. DISINFECTION TO BE INSTALLED ON JOINER, DIMARTINO & BIRDSALL, LLC PARCEL WELLS 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 EXCAVAITON OF THE ABSORPTION BED TO THE DEPTH REQUIRED, THE WALLS AND FLOOR OF THE BED SHALL BE CLEANED AND RAKED IN ORDER TO LOOSEN SMEARED SECTIONS OF TRENCH. PLACEMENT OF OPEN -BOTTOM GRAVELLESS CHAMBERS SHALL BE AS SHOWN, AND CARE SHALL BE EXERCISED TO AVOID INCLUSION OF FINE GRAINED SOILS AND WASTE MATERIAL IN THE ABSORPTION BED. OPEN -BOTTOM GRAVELLESS CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE CHAMBERS SHOULD BE LAID AS 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. 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 34" WIDE OPEN -BOTTOM GRAVELLESS CHAMBER OPEN -BOTTOM CHAMBERS TO BE INFILTRATOR H-20 HIGH CAPACITY. 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. FORCEMAIN PIPING TO BE 1-1/2" SDR-11 HDPE, OR SCHEDULE 40 PVC PRESSURE PIPE. PROVIDE POSITIVE DRAINBACK TO PUMP STATION. HOUSE SEWER PIPE PIPING TO BE 4" SDR-35 OR SCHEDULE 40 rVC. INSTALL WITH 1/4" PER FOOT MINIMUM SLOPE. MAP REFERENCE: �► 1® '® ` e r � fy t il" .m6 CMT I nr'ATrnAI LOCATION MAP WASTEWATER SYSTEM DESIGN 3-BEDROOM RESIDENCE DESIGN FLOW - 110 GPD/ROOM SYSTEM DESIGN FLOW - 330 GPD SEPTIC TANK - PROP. FUJICELAN CE-5 ENHANCED TREATMENT SYSTEM PUMP, STATION - EX. 1000 GALLON POLYETHYLENE PUMP TANK LEACH FIELD - SUB PARKING AREA ABSORPTION BED W/34" WIDE TRAFFIC RATED OPEN -BOTTOM GRAVELLESS CHAMBERS DESIGN PERCOLATION RATE = 1-5 MIN/IN APPLICATION RATE = 0.95 GPD/SF ABSORPTION AREA REQUIRED = 330 GPD/0.95 GPD/SF = 348 SF INSTALL 20'x20' ABSORPTION BED = 400 SF W/(4) LATERALS OF (2) INFILTRATOR H-20 CHAMBERS POTABLE WATER SUPPLY IS TO BE ON -SITE WELL STABILIZATION FABRIC 1. BASE MAP INFORMATION FROM "A4AP OF A TOPOGRAPHIC .,EOTEXTTLE WITH POLYPROPYLENE SURVEY MADE FOR DOMENIC & K STABILIZATION FABRIC TO BE WOVEN HIGHWAY C IN THE TOWN of QUEENSBURY, `WAR EN P. COUNTDIMARY, 1NEW YARNS, THRACE LINQ GTF-300 OR EQUIVALENT. YORK. DATED DECEMBER 31, 20 WARREN COUNTY, NEW DUSEN & STEVES LAND SURVEYORS. PREPARED BY VAN SEPARATION FABRIC 'EXPLESEPARATION FABRIC, TC 2. EASTERLY NEIGHBOR PROPERTY.' STABILIZATION FABRIC TO BE NON -WOVEN GEOI "SURVEY LANDS OF STEVEN JOIN INFORMATION FROM BERRIGAN REVOCABLE TRUST," -R & THE MARGARET P. MARAFI 140N OR EQUIVALENT. QUEENSBURY, WARREN COUNTY, � IN THE TOWN OF 28, 2024. PREPARED BY GIL,EW YORK. DATED MAY SURVEYOR, PLLC.. _RY VANGUILDER LAND WASTEWATER SYSTEM SETBACK REQUIREMENTS PROPERTY LINE HOUSE STREAM, LAKE, WATERCOURSE, WETLAND WELL SEPTIC TANK 10' 10' 50' 50' ABSORPION FIELD 10' 20' 100' 100' Dig % Safely. Newyork ■ Call Before You Dig ■ Walt The Required Time ■ Confirm Utility Response N Respect The Marks Dig WNh Care 800.962.7962 www.digsafe"viyork.com 04 v o ° ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW. Hutchins Engineering PLLC 169 HaWland Road Queensbury, NY 12004 (518) 745.0307 Phone (518) 745.0300 Fax G. THOMAS HUTCHINS, P.E. THOMAS R. CENTER, JR. P.E. LUCAS W. DOBIE, P.E. TAX MAP # 289.17.1.35 wasrEwarER SYSTEM PLAN prepared for: Domenkk DiMartino 97 Birdsall Road Town of Queensbury County of Warren State of New York Drawn: H" I Cheoked: TRC Scale: 1"- 15 Date: 9/3/1024 292349.01.51 1/4" PER FOOT MIN. SLOPE ABSORPTION BED AGGREGATE Dnl VCTLJVI chic, c,VTCh1C1nh1 NSF-40 ENHANCED TREATMENT UNIT TANK FUJICLEAN CE5 FLOAT SWITCHES - INSTALL INSIDE PUMP PIT IN LOCATION ACCESSIBLE WITHOUT PIT ENTRY EXTERIOR WEATHERPROOF JUNC71ON BOX (IF NECESSARY). SEAL CONDUIT GAS TIGHT. INSTALL CONTROL PANEL IN HOUSE. ALL ELECTRICAL WORK TO BE INSPECTED BY A CERTIFIED ELECTRICAL INSPECTION AGENCY PRIOR TO START-UP OF PUMP STATION. POLYETHYLENE EXTENSION 1000 GALLON POLYETHYLENE PUMP STATION FUJICLEAN ETU STATION DETAIL INSTALL FLOAT SWITCHES TO NTS OPERATE PUMP AND MAINTAIN LEVELS AS INDICATED 18" MINIMUM D.O. T. GRAVEL 1 1/2" TOP COURSE ASPHALT 2' BINDER COURSE ASPHALT GRANULAR SUBBASE COURSE NYS DOT SECT. 304. TYPE 2 OR 4 COMPACTED TO 95X STD. PROCTOR STARI117ATTnN nmr.Rin 6" ARoVF SYSEMM SToNF_ FROM DISTRIBUTION BOX rurrirnAmD wx rwaR PR 12" MIN. GRAVEL BASE COURSE CHAMBER PER PLAN ABSORPTION FIELD SECTION NTS FILTER FABRIC MIRAFI 14ON OR EQUAL ,�--34" CHAMBER W1D1H--�I' INFILTRATOR H-20 IMBER HT PUMP STATION DETAIL NTS SYSTEM INSTALLATION NOTES 7RANSI TION TO 4" OUTSIDE OF D-BOX 1-1/2" SCH-40 PVC PIPING INSIDE WET WELL THROUGH WALL REDUCING TEE POINTED DOWNWARD WITH 1 " BALL VALVE THROTTLED TO ALLOW TRICKLE DRAIN BACK INTO WETWELL UNION - LOCATE SUCH THAT UNION CAN BE DISCONNECTED AND PUMP REMOVED WITHOUT TANK ENTRY BALL CHECK VALVE GOULDS WE05H PUMP CONSTRUC71ON 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 THE ABSORPTION BED TO THE DEPTH REQUIRED, THE WALLS AND FLOOR OF THE BED SHALL BE CLEANED AND RAKED IN ORDER TO LOOSEN SMEARED SECTIONS OF TRENCH. PLACEMENT OF OPEN -BOTTOM GRAVELLESS CHAMBERS SHALL BE AS SHOWN, AND CARE SHALL BE EXERCISED TO AVOID INCLUSION OF FINE GRAINED SOILS AND WASTE MATERIAL IN THE ABSORPTION BED. OPEN -BOTTOM GRAVELLESS CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTALLA71ON INSTRUCTIONS. THE CHAMBERS SHOULD BE LAID AS 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. 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. PUMP STATION NOTES PROVIDE AND INSTALL UL LISTED PACKAGED PUMP CONTROL PANEL WITH VISUAL AND AUDIBLE ALARM. INSTALL DUPLEX, DEMAND DOSE CONTROL PANEL INSIDE HOUSE IN ACCESSIBLE LOCATION. INSTALL POWER & CONTROL WIRING TO CONTROLLER WITH ALARM IN HOUSE IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND NATIONAL ELECTRIC CODE (N.E.C.) REQUIREMENTS. PUMP CONTROL AND FLOAT LEVELS TO BE INSTALLED TO PROVIDE A 50 GALLON DOSE. EFFLUENT PUMPS TO BE GOULDS PUMPS WE SERIES, MODEL WE05H SUBMERSIBLE EFFLUENT PUMP .5 HP, 230 VOLT, 1PH OR APPROVED EQUIVALENT VERIFY EXISTING ELECTRICAL SERVICE PRIOR TO PURCHASING PUMP. ALL ELECTRICAL WORK TO BE INSPECTED BY A CERTIFIED ELECTRICAL INSPECTION AGENCY PRIOR TO START-UP OF PUMP STATION. SYSTEM MATERIAL SPECIFICATIONS 34" WIDE OPEN -BOTTOM GRAVELLESS CHAMBER OPEN -BOTTOM CHAMBERS TO BE INFILTRATOR H-20 HIGH CAPACITY. 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. FORCEMAIN PIPING TO BE 1-112" SDR-11 HOPE, OR Sf RON. DULE 40 PVC PRESSURE PIPE. PROVIDE POSITIVE DRAINBACK TO PUMP ST40 PVC. INSTALL WITH 1/4" PER FOOT HOUSE SEWER PIPE PIPING TO BE 4" SDR-35 OR SCHEDULE MINIMUM SLOPE. 'AY GEOTEXTILE WITH POLYPROPYLENE STABILIZATION FABRIC .ENT. STABILIZATION FABRIC GTF 300 OR EQUBE wOVEN GVAV YARNS, THRACE LINQ GEOTEXXESEPARATION FABRIC, TC ---. �.nr%Tr ASPHALT PAVEMENT BAFFLE USE SPEED LEVELERS TO ASSURE ALL OUTLETS ARE AT EXACTLY THE SAME ELEVA71ON 4" PVC SDR-35 SOLID HEADER TO ABSORPTION LATERALS, 1/8" PER FOOT MIN SLOPE 4" INLE PIPE,,. l INLET / BAFFLE 1 RECIRCULATION PIPE' FLOW OPENING (TYP.�-/ SCUM BAFFLE B TRAFFIC -RATED CAST IRON MANHOLE COVER 30" INSIDE DIAMETER CONCRETE RISER RING INSTALL 2" RIGID POLYSTYRENE INSULATION BOARD OVER DISTRIBUTION BOX RECIRCULATION AIR LIFT PUMP -DISINFECTION CYLINDER (OPTIONAL) -4A" OUTLET PIPE © EFFL LIEN T O AIR LIFT PUMP FLOW BAFFLE B-j 3/4" AIR INTAKE (CLEANING OPENING) PLAN VIEW 20" AC E0 6me -9 - Fy on ��`I���II�lr13/7r7P1• IV OJWAUZI •.SEMEN .. ACCESS COVER YID) 3INFECTION 'UNDER (OP SECTION A -A VIEW SECTION B-B VIEW FUJICLEAN CE-5 ETU DETAILS NTS 1' ACCESS COVER OW OPENING )ARD TYPE )NTACT MEDIA CIRCULATION R LIFT PUMP -ROBIC MEDIA -RATION ASSEMBLY Dig I Safely. New ,York ■ Call Before You Dig ■ Walt The Required Time ■ Confirm Utility Response ■ Respect The Marks ® Dig With Care 800.962.7962 www.dlgsatW"ewyork.com IN ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW. Hutchins Engineering PLLC 169 Havlland Road Queensbury, NY 12804 (518) 745.0307 Phone (518) 745.0300 fax G. THOMAS HUTCHINS, P.E. THOMAS R. CENTER, JR. P.E. LUCAS W. DOBIE, P.E. TAX MAP # 289.17.1.35 WASTEWATER SYSTEM DETAILS prepared for: Domenick DiMartino 97 Birdsall Road Town of Queensbury County of Warren State of New York Drawn. HKS Checked. TRC Scale; 1' - 15 Date: 913) Y4 94142