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1.4 1.4 WASTEWATER-SEWER\Set PHTlark—Replacement—Components ETU Setbacks—APA—10-21-2024 RESOLUTION SETTING PUBLIC HEARING ON SEWAGE DISPOSAL VARIANCE APPLICATION OF WILLIAM AND LYNN CLARK 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,William and Lynn Clark have applied to the Local Board of Health for variances from Chapter 136 to install a replacement enhanced treatment on-site wastewater treatment system with certain of its components to be installed as follows: 1. Absorption field to be located 75' from the Lake George shoreline in lieu of the required 100' setback; 2. Absorption field to be located 7' from the house in lieu of the required 20' setback; 3. Absorption field to be located 1' from the easterly property line in lieu of the required 10' setback; 4. Distribution Box to be located 7' from the easterly property line in lieu of the required 10' setback; 5. Force main to be located 8' from the easterly property line in lieu of the required 10' setback; and 6. Distribution Box to be located 82' from the Lake George shoreline line in lieu of the required 100' setback; on property located at 77 Rockhurst 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, November 4 h, 2024 at 7:00 p.m. at the Queensbury Activities Center, 742 Bay Road, Queensbury,to consider William and Lynn Clark's sewage disposal variance application concerning property located at 77 Rockhurst Road in the Town (Tax Map No.: 227.13-2-35) 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 21"day of October, 2024,by the following vote: AYES NOES ABSENT: REPUTED LAKE NEIGHBORING LANDS NIF OF WATER SUPPLY HOUSE DONALD DALEY 227.13.2.44 HOLDING TANKS LANDS NIF OF 76 ROCKHURST RD PER PLAN MATTHEW LUCAS REFERENCE 1 LANDS NIF OF 227.13.2-43 JOSEPH SHEEHAN REPUTED LAKE 78 ROCKHURST RD PROP. 15' x 50' PIPE -IN -STONE 227.13.2.42 WATER SUPPLY REPUTED LAKE ABSORPTION BED 80 ROCKHURST RD WATER SUPPLY 1/141TO ROP. 2" FORCEMAIN EXIST. OUTDOOR LIGHT POLE AND UNDERGROUND ELECTRICAL WHITE PINE TREES LINE TO BE RELOCATED BE UNTOUCHED R OCKHURST R OAD - - - - -- - - - - - - - - - S16008'40"W 79.59' - - 1 — — —e — — — — — — S*1-V6'WW-—SQ,70- — — - - - - NO WELLS VISIBLE I 8 1 SETBACK WITHIN 100' OF PT •1 VARIANCE I ABS. FIELD PT-2 REQ 'D NEIGHBORING ' EXISTING PARKING AREA r ^�lR7i�E 10' P.L. SETBACK (WASTEWATER) T �� LANDS NIF OF 8ROBERT PHOENIX u+� 1 227.13.2.34 75ROCKHURSTRD I _ SETBACK — -- ' 3 --------- ----J alp'+ 1 VARIANCE 7 W y m fn REPUTED LAKE ' REQ D 3 n l� WATER SUPPLY I FENCE Q 1 ly I IZ W Q WALKWAY .o in 10 W I I EXISTING I _:,)VEIGHBORING b GARAGE I GARAGE I h 4-BEDROOM -- —4 i — moo' SHORE RESIDENCE 1 SETBACK 4 d b I (TANK) --^ , , --- _ PROP. 4'0 PRECAST CONCRETE pg I I 1 MANHOLE BASE SECTION W 1 + 1 y WITH DUPLEX ALTERNATING DEPUMPS AND DEMAND DOSING W I � It g PROP. 4" PVC EFFLUENT SEWER �0p OF �5 ao5 o�p0�5p � y LANDS OF g6 O I J��J�S� f i WILLIAM C. & JEFFREY CLARK .to, �pA Z o��� 227.13 2 35 650 I 0.27± ACRES 77 ROCKHURST ROAD REPUTED LAKE I WATER SUPPLY LAKE WATER SUPPLY I 1 I I I 11 ■ IN a>' IN IN aEENEW IN IN asa>, N ■ "'a aaa MAP REFERENCE: 1. BASE MAP INFORMATION FROM "MAP OF A SURVEY OF LANDS TO BE CONVEYED BY JOHN C. ROHN TO L.W. CLARK," IN THE TOWN OF QUEENSBURY, WARREN COUNTY, NEW YORK, DATED OCTOBER 29, 1985. PREPARED BY COULTER & MCCORMACK LICENSED LAND SURVEYORS. 2. ADDITIONAL BASE MAP INFORMATION FROM WARREN COUNTY GIS, AERIAL PHOTOGRAPHY, AND FIELD MEASUREMENTS. LOCATIONS ARE APPROXIMATE. CONTRACTOR TO FIELD VERIFY ALL SETBACKS PRIOR TO BEGINNING INSTALLATION, PLAN REFERENCE: HOLDING TANK INFORMATION FROM, 1. NEIGHBORINnNKS PLAN & DETAIL PREPARED FOR DONALD "HOLDING T Y PAONESS, IN THE TOWN OF QUEENSBURY, NTY, NEW YORK. DATED AUGUST8, 2023. LAST DALEY & LL';UST 17, 2023, PREPARED BY HUTCHINS WARREN CO: PLLC. BOATHOUSE / DOCK PORCH VARIANCE REQ'D 1 132'± ALONG SHORELINE . s�� ■_ " LAKE SANDY GEORGE BAY WASTEWATER SYSTEM PLAN SCALE: 1" = 10' GRAPHIC SCALE 10 0 5 10 20 40 (IN FEET) CONTRACTOR TO FIELD VERIFY LOCATIONS AND DISTANCES. THIS IS NOT A FIELD SURVEY. EXIST. CESSPOOL ABSORPTION AREA TO BE ABANDONED AND REMOVED PROP. FU7ICLEAN MODEL CEN-5 ENHANCED TREATMENT UNIT EXIST. EFFLUENT SEWER TO BE REMOVED PROP. 6" 0 CLEANOUT PROP. 4" PVC HOUSE SEWER TO BE CONNECTED TO EXISTING HOUSE SEWER EXIST. SEPTIC TANK TO BE ABANDONED AND REMOVED EXIST. HOUSE SEWER TO BE INSPECTED AND IF SUITABLE, CONNECTED TO NEW HOUSE SEWER SETBACK VARIANCE SUMMARY 1. ABSORPTION FIELD TO SHORELINE 100REQUIRED 75' PROPOSED 25' OF RELIEF REQUESTED 2. ABSORPTION FIELD TO HOUSE 20' REQUIRED 7'PROPOSED 13' OF RELIEF REQUESTED 3. ABSORPTION FIELD TO EASTERLY PROPERTY LINE 10' REQUIRED V PROPOSED 9' OF RELIEF REQUESTED 4. DISTRIBUTION BOX TO EASTERLY PROPERTY LINE 10' REQUIRED 7'PROPOSED X OF RELIEr REQUESTED --EASTERLY PROPERTY LINE 10' REQUIREt. 8'PROPOSEG REQUESTED 2' OF RELIEI BOX TO SHORELINE 6. DISTRIBUTION D 100' REQUIRE:) 82' PROPOSE.'F REQUESTED 18' OF RELF MONESSUM DEEP HOLE TEST PIT NOTE: DUE TO THE UNKOWN LOCATIONS OF THE POTENTIAL UNDERGROUND UTILITIES, IT IS PROPOSED TO EXCAVATE A DEEP SOILS TEST AT THE TIME OF INITIAL SITE WORK TO VERIFY THAT THE 3' MINIMUM OF VERTICAL SEPARATION FROM THE BOTTOM OF THE NEW ABSORPTION BED TO THE GROUNDWATER TABLE WILL BE MET. SITE SOILS DATA PERCOLATION TESTS PT-1-101312024 LUCAS W. DOBIE, P.E. 0-3" - TOPSOIL 3-18" - MEDIUM BROWN SANDY LOAM STABILIZED PERCOLATION RATE: 11:00 MIN/INCH PT-2-101312024 LUCAS W. DOBIE, P.E. 0-3" - TOPSOIL 3-18" - BROWN SANDY LOAM WITH GRAVEL STABILIZED PERCOLATION RATE: 9:30 MIN/INCH WASTEWATER SYSTEM DESIGN 4-BEDROOM RESIDENCE WATER SAVING FIXTURES (1.6 GPF MAX. FLUSH, 2.5 GPM MAX. FAUCETS) DESIGN FLOW - 110 GPD/BEDROOM SYSTEM DESIGN FLOW - 440 GPD PRETREATMENT TANK - FUJICLEAN MODEL CEN-5 E.T.U. EFFLUENT PUMP STATION - 4-FT DIAMETER PRECAST CONCRETE MANHOLE BASE SECTION W/DUPLEX ALTERNATING PUMPS & DEMAND DOSING DESIGN APPLICATION RATE: 0.6 GPD/SF, BASED ON 11-15 MIN/IN PERCOLATION RATE ABSORPTION BED AREA REQ'D = (440 GPD)/(0.6 GPD/SF) = 734 SF ABSORPTION BED AREA TO BE PROVIDED = 15'x50' = 750 SF 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 SCHEDULE 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 MIRAF1140N OR EQUIVALENT. FORCEMAIN PIPING TO BE 2" PVC SCHEDULE 40, PROVIDE POSITIVE DRAINBACK TO PUMP STATION. HOUSE SEWER PIPE PIPING TO BE 4" SDR-35 OR SCHEDULE 40 PVC. INSTALL WI - .H 114" PER FOOT MINIMUM SLOPE. TOPSOIL PLACE 4" MINIMUM TOPSOIL OVER ENTIRE BACKFILL AREA. -'EED, MULCH, AND ESTABLISH TURF. LAKE GEORGE r SANDY' y SAYS I��1 »¢ �} HARRIS WARNER BAY r BAY j 1 '✓ CTTF I nrATUTAI - w i. An m LULA I IUIV MAP SANDY BAY BAY -4 L i J� cT= i nrATMAI - NEIGHBORHOOD MAP PRELIMINARY, FOR REVIEW ONLY, NOT FOR CONSTRUCTION SYSTEM INSTALLATION NOTES Dig ® Safely. ewPAlYork Call Before You Dig IS Wait The Required Time ED Confirm Utility Response Respect The Marks El Dig With Care 800-962.7962 www.digsafelynewyork.com o � O o CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING AND IN ACCORDANCE WITH THE N.Y.S. DEPARTMENT OF HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS ALTERATION OF THIS DOCUMENT EXCEPT BY AND ASTM F481 INSTALLATION OF THERMOPLASTIC PIPE AND CORRUGATED A LICENSED PROFESSIONAL ENGINEER IS A TUBING IN SEPTIC TANK LEACH FIELDS. VIOLATION OF NYS EDUCATION LAW. AFTER EXCAVATION OF 15' WIDE X 50' LONG ABSORPTION BED TO THE DEPTH REQUIRED, THE WALLS AND FLOOR SHALL BE CLEANED AND RAKED IN ORDER TO LOOSEN SMEARED AREAS OF SOIL. PLACEMENT OF CRUSHED STONE, PERFORATED PIPE AND FILTER FABRIC SHALL Hutchins BE AS SHOWN, AND CARE SHALL BE EXERCISED TO AVOID INCLUSION OF FINE Engineering GRAINED SOILS AND WASTE MATERIAL IN THE STONE AND PIPE. PLLC THE PIPE SHOULD BE LAID AT THE GRADES INDICATED, MAINTAINING STRAIGHT CONTINUOUS GRADES WITHOUT SAGS, HUMPS, SEPARATED JOINTS, 169 Haviland Road Queensbury, NY 12804 OR OTHER UNSUITABLE CONDITIONS. PIPE SHALL BE LAID WITH HOLES DOWN (518) 745.0307 Phone IN ALL CASES. (518) 745.0300 Fax ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL AND DIVERT G. THOMAS HUTCHINS, P.E. SURFACE RUNOFF AWAY FROM THE DISPOSAL FIELD. THOMAS R. CENTER, JR. P.E. LUCAS W. DOBIE, P.E. DO NOT USE HEAVY EQUIPMENT WITHIN THE ABSORPTION AREA AFTER PIPING HAS BEEN INSTALLED. THE WASTEWATER TREATMENT SYSTEM IS DESIGNED AND APPROVED BASED TAX MAP # 227.13.2-35 UPON THE INSTALLATION OF WATER CONSERVING FIXTURES AND A DESIGN FLOW OF 110 GPD PER BEDROOM. THE SYSTEM IS NOT DESIGNED TO ACCOMMODATE EXTREME WATER USE FIXTURES, SUCH AS JACUZZI-TYPE SPA wasrEwaTER TUBS OR WATER TREATMENT EQUIPMENT. THE INSTALLATION OF NON -CONSERVING WATER FIXTURES OR EXTREME WATER USE FIXTURES IS SYSTEM CONTRARY TO THE APPROVAL OF THIS WASTEWATER TREATMENT SYSTEM. ROOF, FOOTING, GARAGE, CELLAR AND SURFACE WATER DRAINAGE MUST BE PLAN EXCLUDED FROM THE WASTEWATER SYSTEM. CONSTRUCT DRAINAGE SWALE UPGRADE OF SYSTEM IN ORDER TO DIVERT SURFACE RUNOFF AROUND ABSORPTION FIELD. SEPTIC TANK, PUMP STATION & ABSORPTION BED MUST BE INSPECTED BY LOCAL BUILDING DEPARTMENT AND DESIGN ENGINEER PRIOR TO BACKFILL AND FINAL GRADING. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO IDENTIFY THE NECESSARY PARTIES AND REQUEST INSPECTIONS. WASTEWATER SYSTEM SETBACK REQUIREMENTS STREAM, LAKE, PROPERTY HOUSE WATERCOURSE, WELL LINE WETLAND SEPTIC TANK 10' 10' 50' S0' ABSORPTION FIELD 10' 1 20' 100' 100' prepared for: Lynn & William Clark 77 Rockhurst Road Town of Queensbury County of Warren State of New York prawn: HKB Checked: LWD "le: V = 10' Date: 911712024 2923704141 INSTALL POLYETHYLENE EXTENSION TO GRADE WITH TAMPER RESISTANT ACCESS COVER (NON -TRAFFIC AREAS) 1/4" PER FOOT MIN. SLOPE 4" PVC SCH-40 HOUSE SEWER MAINTENANCE CONTRACT NOTE A MAINTENANCE AND SERVICE CONTRACT BETWEEN SYSTEM OWNER AND MANUFACTURER'S REPRESENTATIVE IS REQUIRED FOR SEMI-ANNUAL INSPECTION AND SERVICE OF THE FUJICLEAN CEN-5 30" POLYETHYLENE EXTENSION TO GRADE WITH TAMPER RESISTANT ACCESS COVER BALL VALVE, ONE PER PUMP CHAIN ON EA. PUMP TO TOP OF TANK TO ALLOW FOR FUTURE PUMP REMOVAL WITHOUT ENTERING TAN -2" TEE JOINS TWO PUMP DISCHARGES INTO ONE FORCEMAIN d ENHANCED TREATMENT UNIT. PUMP OFF VOLUME OF DOSE 16" MIN. PER NOTE j FLOAT SWITCHES - ] INSTALL INSIDE PUMP ' PIT IN LOCATION ACCESSIBLE WITHOUT j PIT ENTRY FUJI CLEAN USA MODEL BALL CHECK VALVE NEW 4-FT DIAMETER CEN-5 ENHANCED DUPLEX (2) EFFLUENT PUMPS PRECAST CONCRETE TREATMENT UNIT MANHOLE BASE SECTION AS PUMP STATION FUJI CLEAN ENHANCED TREATMENT UNIT DETAIL PUMP STATION DETAIL INSTALL VALVES AND UNIONS \ SUCH THAT EITHER PUMP CAN BE ISOLATED AND REMOVED WITHOUT REQUIRING PIT ENTRY ° ° d 21, 4" PVC SCH-40 EFFLUENT SEWER CHAMBER 1 CHAMBER 2 MIN. SLOPE 1/8" PER FOOT SEDIMENTATION ANAEROBIC CONTACT CHAMBER 3 CHAMBER FZL TRATION CHAMBER AEROBIC CONTACT INSTALL FLOAT SWITCHES TO F. LTRATION CHAMBE OPERATE PUMP AND ° MAINTAIN LEVELS AS INDICATED ALARM/ LAG PUMP ON 59" 4r, d LEAD PUMP ON ° ° ed EXTERIOR WEATHERPROOF JUNCTION BOX (IF NECESSARY). SEAL CONDUIT GAS TIGHT. INSTALL CONTROL PANEL IN HOUSE. ALL ELECTRICAL WORK TO BE INSPECTED BY CERTIFIED ELECTRICAL INSPECTION AGENCY PRIOR TO START-UP OF PUMP STATION. 2" MIN. DROP DISTRIBUTION BOX F BETWEEN INVERTS TRANSITION TO 4" OUTSIDE OF D-BOX 2" MIN. CONCRETE BAFFLE :7EXA EVELERS TO ASSURE LL OUTLETS ARE AT E SAME ELEVATION4" PVC SDR-35 SOLID HEADER TO MANIFOLD PIPING 40 FORCEMAIN 1/8" PER FOOT MIN SLOPE PROVIDE 3' MIN. COVER & POSITIVE DRATO PUMP STATION CK PUMP STATION NOTES 2" SCH-40 PVC INSIDE SEAL ALL TANK OPENINGS WATERTIGHT. WET WELL THROUGH WALL PROVIDE AND INSTALL UL LISTED PACKAGED PUMP GATE VALVE CONTROL PANEL WITH VISUAL AND AUDIBLE ALARM. INSTALL DUPLEX, ALTERNATING, DEMAND CONTROL REDUCING TEE POINTED DOWNWARD PANEL INSIDE HOUSE IN ACCESSIBLE LOCATION. WITH 1 BALL VALVE THROTTLED TO SJE-RHOMBUS IFS SERIES DUPLEX DEMAND DOSE. ALLOW TRICKLE DRAIN BACK INTO WETWELL INSTALL POWER & CONTROL WIRING TO CONTROLLER WITH ALARM IN HOUSE IN ACCORDANCE WITH UNION (2)- LOCATE SUCH THAT UNION MANUFACTURER'S INSTRUCTIONS AND NATIONAL CAN BE DISCONNECTED AND EACH ELECTRIC CODE (N.E.C.) REQUIREMENTS. PUMP REMOVED WITHOUT TANK ENTRY PUMP CONTROL AND FLOAT LEVELS TO BE INSTALLED TO PROVIDE A 60-GALLON DOSE. 12" OF 3/4-1-1/2" CRUSHED STONE EFFLUENT PUMPS TO BE GOULDS, MODEL 3885 WE03M SUBMERSIBLE EFFLUENT PUMP 1/3 HP, 115 VOLT, 1 PH / SINGLE PHASE, 15 GPM @ 25' TDH NTS NTS 1 4" MINIMUM TOPSOIL ON I ENTIRE BACKFILL AREA; EXISTING PROPERTY LINE I SEED AND ESTABLISH TURF APPROXIMAT EXISTING GRADE 15' BED WIDTH 1 MIN. 00, < CROWN CROWN---> 8-12" COVER / 12" STONE O 0 I , DEPTH I /I 3' MIN. SEPARATION TO BOUNDARY CONDITION 4" SDR-35 PVC PERFORATED _ 15'x50' CRUSHED STONE SAND BACKFILL MATERIAL AS LATERAL INSTALLED NEAR ABSORPTION BED FILTER FABRIC, TENCATE NEEDED TO ESTABLISH GRADES LEVEL, IN BED CONFIGURATION MIRAFI 140N OR EQUIVALENT ABSORPTION BED SECTION SCALE: 1" = 2' SCUM BAFFLE B T-1 4" 2'-101 2'-�1. 2'_ 4"-� ECIRCULATION AIR LIFT PUMP (� ISINFECTION CYLINDER (OPTIONAL) I " 1 4" INLET PIP •\ •� �' 4" OUTLET PIPE 4 4'-o-°A C Oo I �A c '--EFFLUENT INLET BAFFL O AIR LIFT PUMP �1 LOW BAFFLE 3/4" AIR INTAKE RECIRCULATION PIPE (CLEANING OPENING) B FLOW OPENING PLAN VIEW 2.5' TO EDGE OF BED 4" MINIMUM TOPSOIL ON ENTIRE BACKFILL AREA; SEED AND ESTABLISH TURF CHAMBER Volume (gal) 01 Sedimentation Chamber 277 Q Anaerobic Filtration Chamber 278 03 Aerobic Contact Filtration Chamber 127 Clarification Chamber 63 Q Disinfection Chamber 4 Total Volume 749 5' SPECIFICATIONS Anaerobic Media PP / PE Board Type Aerobic Media PVC / PP / PE Aerobic Media PP / PE Blower 2.8 cfm Tank FRP Piping PVC / PP / PE Access Covers Plastic / Cast Iron Disinfectant (Optional) Chlorine Tablets FUJI CLEAN CEN-5 ETU DETAILS NTS 45' OF PERFORATED PIPE +4BSORPTZON BED PROFILE SCALE: 1" = 3' SECTION A -A VIEW APPROXIMATE EXISTING GRADE NFECTION INDER (OPTIONAL) 01 2.5' TO EDGE OF BED 5' SECTION B-B VIEW COVER LING E IEDIA TION MP EDIA ASSEMBLY SCALE: 1" = 5' PRELIMINARY, FOR REVIEW ONLY, NOT FOR CONSTRUCTION WASTEWATER SYSTEM SETBACK REQUIREMENTS STREAM, LAKE, PROPERTY HOUSE WATERCOURSE, WELL LINE WETLAND SEPTIC TANK 10' 10' 50' 50' ABSORPTION FIELD 10' 20' 100' 100' Nig h04 Safely. e ®York Call Before You Dig IM Wait The Required Time E3 Confirm Utility Response E3 Respect The Marks EM Dig With Care 800.962-7962 www.digsafelynewyork.com ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW. Hutchins Engineering PLLC 169 Ha and 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 # 227.13.2.35 WASTEWATER SYSTEM DETAILS prepared for: Lynn & William Clark 77 Rockhurst Road Town of Queensbury County of Warren State of New York Draw,#: HKB I Checked: LWD Scalp; NOTED Date: 911712024 2370.01-S2