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1.3 1.3 WASTEWATER-SEWER\Set PH't Iaraden—Replacement—Components ETU Setbacks—APA—10-21-2024 RESOLUTION SETTING PUBLIC HEARING ON SEWAGE DISPOSAL VARIANCE APPLICATION OF KARA HARADEN 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, Kara Haraden has 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(toe of fill)to be located 0' from the easterly property line in lieu of the required 10' setback; 2. Absorption field(toe of fill)to be located in the right-of-way; 3. Absorption field (face of boulder wall) to be located 1' from the southerly property line in lieu of the required 10' setback; 4. Absorption field(face of boulder wall)to be located 14' from the residence in lieu of the required 20' setback; 5. Distribution Box to be located 8' from the southerly property line in lieu of the required 10' setback; and 6. Force main to be located 6' from the southerly property line in lieu of the required 10' setback; on property located at 124 Lake Parkway, Assembly Point 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 Kara Haraden's sewage disposal variance application concerning property located at 124 Lake Parkway, Assembly Point in the Town (Tax Map No.: 226.15-1-12) 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: � fF J Citiver SANDY . , . - BAY t f WARNER it(:` BAY LAKE GEORGE HARRi'S#_ BAY CTTC f ^rATTAA1 LOCATION MAP DRAWING LIST SURVEY S1 -TOPOGRAPHIC SURVEY ENGINEERING PLANS S2 - WASTEWATER SYSTEM PLAN S3 - WASTEWATER SYSTEM DETAILS Dig ®Safely, New York Cover Sheet Kara Haraden Replacement On -Site Wastewater Treatment System 124 Lake Parkway Assembly Point - Lake George Town of ueensbury Warren County -New York State Tax Map # 226.15-1-12 September 27, 2024 i CTTC I APATTIVU ------- NEIGHBORHOOD MAP 4 i� 1 WASTEWATER SYSTEM SETBACK REQUIREMENTS SEPTIC TANK - PROPERTY LINE: 10-FT - HOUSE: 10-FT - STREAM, LAKE, WATERCOURSE, WETLAND: 50-FT - WELL: 50-FT ABSORPTION FIELD (TOE OF FILL) - PROPERTY LINE: 10-FT - HOUSE: 20-FT - STREAM, LAKE, WATERCOURSE, WETLAND: 100-FT - WELL: 100-FT Issued for Variance Requests October 9, 2024 MAP REFERENCE: BASE MAP INFORMATION FROM "MAP OF A TOPOGRAPHIC SURVEY MADE FOR JEFF & KARA HARADEN," IN THE TOWN OF QUEENSBURY, WARREN COUNTY, NEW YORK. DATED AUGUST 9, 2024. PREPARED BY VAN DUSEN & STEVES LAND SURVEYORS. PLAN REFERENCE: NEIGHBORING WASTEWATER SYSTEM LOCATION AND HOUSE LOCATION FROM "SITE PLAN PREPARED FOR RICHARD D. CHASE," IN THE TOWN OF QUEENSBURY, WARREN COUNTY, NEW YORK. DATED MARCH 24, 2017 IAST REVISED JULY 26, 2018. PREPARED BY HUTCHINS ENGINEERING, PLLC. �1 an D u e.12 Steves Land Surveyors 189 Haviland Road Queensbury, New York 12804 (518) 792-8474 New York Lic. No. 50135 29-2234 IM Call Before You Dig Walt The Required Time 1111 Confirm Utility Response Respect The Marks Dig With Care 800.962-7962 www.digsafelyneviyork.com Map Reference (D Map of a Survey made for Elizabeth Veeder Dated: June 13, 1990 Last Revised: December 03, 1990 By: Van Dusen & Steves Land Surveyors Deed References O Elizabeth Veeder To Kara Haraden Dated: February 06, 2007 Recorded on: February 16, 2C Book:3195 Page:53 Elizabeth C. Adamson and Judith K. Adamson To Elizabeth C. Adamson and Judith K. Adamson, Trustees Dated: November 05, 2013 Recorded on: November 12, 20 Book:4890 Page:240 0 Richard D. Chase and Alice Chase To Richard D. Chase Dated: July 05, 2016 Recorded on: July 19, 2016 Book:5392 Page:7 Lake NOTES: I .) THIS M,-- WAS PREPARED WITHOUT THE I TITLE O< AN UP TO DATE TITLE REPORT Al ANY STA—EMENT OF FACTS SHOWN THERI 2.) PARCEL S SUBJECT TO ANY EASEMENTS 3.) THIS Mr' WAS PREPARED FROM AN ACTT ACCORD4NCE WITH THE EXISTING CODE ( NEW YC;,�K STATE ASSOCIATION OF PROF 4.) THIS MA' IS COPYRIGHT © 2024 VAN DL SURVEYORS. UNAUTHORIZED ALTERATIO DOCUM=NT IS VIOLATION OF SECTION 7e YORK S—ATE EDUCATION LAW. 5.) DIMENS DNS BETWEEN PROPERTY LINES P NEARES— HALF FOOT AND ARE FOR THE S INTERPR=TING THEIR CONFORMANCE WITF TO AID % THE ESTABLISHMENT OR KETRP 6.) CONTO[.RS SHOWN HEREON ARE KEFERE GECDET VERTICAL DATUM OF 1920 (N( 7.) UNDERG %C)UND UTIL(TIES, IF ANY, ARE NC 8.) THE SUF; EYED PARCEL IS SUBJECT TO W THE TOWN OF QUEENSBURY, TI- INTEKES,'LE OF THE STATE OF NEW YORK THE PEC ,',ND TO WHATEVER RIGHTS, TITLE KOADS.."AY HAVE TO THE BED OF THE KC PUBLIC Lands Now or Formerly of Richard D. Chase Book:5392 Page:7 22G. 1 5- I - 1 3 U.P. NM5 2 Legend IPF = Iron Pipe Found IRF = Iron Rod Found U.P. = Utility Pole = Overhead Utility Wire u = Wood Fence — x = Wire Fence = Chain Link Fence 0 o wCd Q� b O Z W a� �. P O O H Cd C;dcu a o a� Cr P4 4-1 C o Q) 0 � 0 � N P '7 a Date: August 09, 2024 Scale 1"=10' o E+ 10 0 O a co � I CQ O� x O� co CO 1-4 S-1 SHEET 1 OF 1 HARADEN D3493 DWG. NO. 24- 15G N N '-1-12 22G. ;K LLLU J3' REPUTED LAKE WATER SUPPLY ;7 y t� %• - f L ay a T i Y � LANDS N/F OF RICHARD CHASE 226.15-1-13 , " 120 LAKE PARKWAY � A Z vOo� I I I I I Oo Uj 0�0 I I O I L L I O „ 0 a� L J o _ 0 D 48 0 OO WASTEWATER�hoo� O O Ol o r— j SYSTEM AND HOUSE OO n O� PER PLAN REFERENCE U.P. NM5 o P J 1 O � O,- �� _ .j NEI :. GHBORING p I RESIDENCE 4 ' Y NEIGHBORING NEIGHBORING GARAGE DRIVEWAY E uL h Via. � M'j ;IDS Twin Oak ' nerat r �1/oodF 16"Maple 20"Hemlock — — _ 10' P,L. SETBACK - e Postc c"rERj ProPa�e 10'HOUSE SETBACK ' 6.0't at Gq Dock 20" Twin Cedar _Roof Overhang I I I t l 1I I Deck above dock I � I I I I 1 e I� ;I Dock +`f Slate Patio 1 Planter Planter 1 M i \ \ LOZ Hou E SETBACK covers 1 1 (TANKS) — AccessCovers/ I _ \ , Access Deck O ► / �� + 44" Pine.3►f i! o ' M �. 10' P.L- SETBACK (WASTEWATER) Maple 1 apT �= 28" Oak Chain Lick Fence 30" le trr (venr2 a 133.07' FI "T" Metal Post "T" etal Post v b 8't To Mean High Water N 87°51' " W Wire Fence EXIST, SEPTIC TANK & X PROP. 4" PVC BUILDING SEWER PUMP STATION TO BE EXIST, EFFLUENT SEWER MAP REFERENCE: BASE MAP INFORMATION FROM "MAP OF A TOPOGRAPHIC SURVEY MADE FOR JEFF & KARA HARADEN," IN THE TOWN OF QUEENSBURY, WARREN COUNTY, NEW YORK. DATED AUGUST 9, 2024. PREPARED BY VAN DUSEN & S' LVES LAND SURVEYORS. WASTEWATER SYSTEM PLAN REFERENU77ON FROM "SITE PLAN NORTHERLY NEIGHBORING CHASE," IN THE TOWN OF NTY, NEW YORK, DATED II REVISED DULY 26, 2018. IffZNG, PLLC, Bar 20" ABANDONED & REMOVED 12" Maple TO BE ABANDONED AND O 2" Beech REMOVED AS NEEDED PROP. 1,500 GAL DUAL -COMPARTMENT 26" Maple PRECAST CONCRETE WITH ANTI -FLOAT PROP. 2" PVC FORCEMAIN BASE EXTENSIONS SEPTIC TANK 12" Maple PROP. 4'0 PRECAST CONCRETE REPUTED LAKE MANHOLE PUMP STATION WITH DUPLEX PUMPS WATER SUPPLY LANDS N/F OF PROP. 4" PVC EFFLUENT SEWER NEIGHBORING WASTEWATER SYSTEM PER TOWN OF QUEENSBURY BUILDING & ZONING DEPARTMENT PERMIT #: 89-793 DATED; OCTOBER 6,1989 ADAMSON REVOCABLE TRUST 226.15-1-11 128 LAKE PARKWAY LOCATION OF FIVE -ON TRENCHES AT APPROX WOW LONG EACH 6` VACANT LAND LANDS N/F OF OTYOKWA INC. 226.15-1-38 LAKE &BAY PARKWAY RELOCATE EXIST. WALKWAY 'o b H U COORDINATE GRADING WITHIN RIGHT OF WAY WITH THE TOWN OF QUEENSBURY HIGHWAY DEPARTMENT EXIST. ABSORPTION AREA TO BE REMOVED PROP. SHALLOW ENHANCED TREATMENT ABSORPTION FIELD; (2) 4'W TRENCHES AT 40 LF & 10 MODULES EACH OF ELIEN GSF PROP. NATURAL BOULDER RETAINING WALL TO CONTAIN ABSORPTION FIELD WASTEWATER SYSTEM PLAN SCALE: 1 "=10' GRAPHIC SCALE 10 0 5 10 20 A (IN FEET) CONTRACTOR TO FIELD VERIFY LOCATIONS AND DISTANCES. SANDY BAY LAKE; u.kWARNER * BAY GEORGE HARRIS BAY h nil CTrC I ^.-ATT^A# LULA IIUIV MAP 1VCJ UnDVXr1Vvu P►AF SITE SOILS DATA TEST PIT TP-1-11512024 LUCAS W. DOBIE, P.E. 04' - TOPSOIL 4-48" - BROWN SANDY LOAM ROOTS TO 24" NO GROUNDWATER EVIDENCE TO 48" BOUNDARY CONDITION @ 24" PROVIDE 36" VERTICAL SEPARATION TO BOUNDARY CONDITION PERCOLATION TEST PT-1 - 11512024 LUCAS W. DOBIE, P.E. STABILIZED PERCOLATION RATE: 4:30 MIN/INCH VARIANCE SUMMARY REQUEST FOR THE TOWN OF QUEENSBURY 1. ABSORPTION FIELD (TOE OF FILL) TO EASTERLY PROPERTY LINE - 10' REQ'D, 0' PROP, 10' OF RELIEF REQUESTED 2. ABSORPTION FIELD TOE OF FILL INTO THE RIGHT OF WAY 3. ABSORPTION FIELD (FACE OF BOULDER WALL) TO SOUTHERLY PROPERTY LINE - 10' REQ'D, 1' PROP, 9' OF RELIEF REQUESTED 4. ABSORPTION FIELD (FACE OF BOULDER WALL) TO RESIDENCE - 20' REQ'D, 14' PROP, W OF RELIEF REQUESTED 5. DISTRIBUTION BOX TO SOUTHERLY PROPERTY LINE - 10' REQ'D, 8' PROP, 2' OF RELIEF REQUESTED 6. FORCEMAIN TO SOUTHERLY PROPERTY LINE - 10' REQ'D, 6' PROP, 4' OF RELIEF REQUESTED WASTEWATER SYSTEM SETBACK REQUIREMENTS STREAM, LAKE, PROPERTY LINE HOUSE WATERCOURSE, WELL WETLAND SEPTIC TANK 10' 10' 50' 50' ABSORPTION FIELD 10' 20' 100' 100' (TOE OF FILL) Dig Safely. New ®York IM Call Before You Dig EM Wait The Required Time IM Confirm Utility Response El Respect The Marks 0 Dig With Care 800.962-7962 www.digsatelyneviyark.com w LLJ or LW Q � o Lo ct Or �L W �z ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW. Hutchins Engineering PLLC 169 Haviland Road Queensbury, NY 12804 (518) 745-0307 Phone (518) 745.0308 Fax G. THOMAS HUTCH►NS, P.E. THOMAS R. CENTER, JR. P.E. LUCAS W. DOBIE, P.E. TAX MAP # 226.15.1.12 WASTEWATER SYSTEM PLAN prepared for: Kara Haraden 124 Lake Parkway Assembly Point Town of Queensbury County of Warren State of New York Drawn: NKB Checked: LWD Scale: +" = 10' Date: 912712024 922344142 Y WASTEWATER SYSTEM DESIGN 4-BEDROOM RESIDENCE WATER SAVING FIXTURES (1.6 GPF MAX. FLUSH, 2.5 GPM MAX. FAUCETS. REPLACE EXISTING FIXTURES AS NECESSARY) DESIGN FLOW - 110 GPD/BEDROOM SYSTEM DESIGN FLOW - 440 GPD SEPTIC TANK - PROPOSED 1,500 GALLON DUAL -COMPARTMENT PRECAST CONCRETE WITH ANTI -FLOAT BASE EXTENSIONS PUMP STATION - PROPOSED 4-FT DIAMETER PRECAST CONCRETE MANHOLE WITH DUPLEX PUMPS LEACH FIELD - EUEN ABSORPTION TRENCHES DESIGN PERCOLATION RATE = 6-7 MIN/IN 4' WIDE TRENCH LENGTH REQUIRED = 80 LF 20 EUEN MODULES REQUIRED (PER EUEN NEW YORK DESIGN & INSTALLATION MANUAL) PROVIDE 2 TRENCHES @ 40 LF 80 LF TOTAL PROVIDED TEN EUEN MODULES REQUIRED PER TRENCH LENGTH OF AES PROVIDED = 2 ROWS @ 10 MODULES 20 MODULES TOTAL PROVIDED POTABLE WATER SUPPLY IS LAKE WATER MAINTAIN 10' SETBACK TO WATERLINE FROM WASTEWATER COMPONENTS 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 THE MANUFACTURER EUEN CORPORATION INSTRUCTIONS. AFTER EXCAVATION OF ABSORPTION TRENCHES TO THE DEPTHS REQUIRED, THE WALLS AND FLOOR OF EACH TRENCH SHALL BE CLEANED AND RAKED IN ORDER TO LOOSEN SMEARED SECTIONS OF TRENCH. PLACEMENT OF CONCRETE SAND, EUEN GSF UNITS AND FILTER FABRIC SHALL BE AS SHOWN, AND CARE SHALL BE EXERCISED TO AVOID INCLUSION OF FINE GRAINED SOILS AND WASTE MATERIAL IN THE STONE ABSORPTION BED. DISPOSAL FIELD SHALL BE GRADED TO SHED RAINFALL AWAY FROM THE DISPOSAL FIELD. DO NOT USE HEAVY EQUIPMENT WITHIN THE ABSORPTION AREA AFTER ABSORPTION SYSTEM HAS BEEN INSTALLED. THIS SYSTEM IS DESIGNED FOR WATER CONSERVING FIXTURES. ROOF, FOOTING, GARAGE, CELLAR AND SURFACE WATER DRAINAGE MUST BE EXCLUDED FROM THE WASTEWATER SYSTEM. WASTEWATER SYSTEM FILL MATERIAL NOTES AFTER REMOVING ORGANICS & TOPSOIL, PLACE SYSTEM FILL OVER THE ENTIRE AREA OF PROPOSED ABSORPTION BED AND TAPER AREA. "ABSORPTION AREA SYSTEM FILL" MATERIAL SHALL BE CAREFULLY SELECTED SAND OR SANDY LOAM WITH IN -PLACE PERCOLATION RATE OF 3-6 MIN/INCH AND NO ORGANICS OR OBJECTS OVER 3" IN SIZE. LESS THAN 10% BY WEIGHT SHALL BE FINER THAN 0.05mm. AT LEAST 25% OF THE MATERIAL BY WEIGHT SHALL BE IN THE RANGE OF 0.50mm TO 2.Omm. LESS THAN 15% OF THE MATERIAL BY WEIGHT SHALL BE LARGER THAN A 112 " SIEVE. ABSORPTION AREA SYSTEM FILL MATERIAL SHALL BE INSTALLED TO PROVIDE MINIMUM OF 3-FEET BETWEEN SEASONAL HIGH GROUNDWATER (60" FROM NATIVE GRADE AT TP-1)) AND BOTTOM OF ABSORPTION BED. ONLY SYSTEM FILL MATERIAL SHALL BE INSTALLED THROUGHOUT THE ABSORPTION BED AREA AND TAPER AREAS. ABSORPTION AREA SYSTEM FILL MATERIAL IS TO BE MECHANICALLY STABILIZED IN 12" LIFTS WITH TRACKED EQUIPMENT PRIOR TO INSTALLATION OF ABSORPTION TRENCHES. INSTALLER TO NOTIFY ENGINEER OF PROPOSED SOURCE OF SYSTEM FILL MATERIAL PRIOR TO TRANSPORTING TO SITE. SHALLOW ABSORPTION FIELD NOTES THIS DESIGN UTILIZES 4-FT WIDE EUEN GSF MODULES, INSTALLED IN SHALLOW TRENCH CONFIGURATION, IN STABILIZED FILL, WITH BOTTOM OF TRENCH MINIMUM OF 6-INCHES ABOVE EXISTING GRADE TO PROVIDE 3-FT MINIMUM OF VERTICAL SEPARATION TO THE BOUNDARY CONDITION (24-INCHES) REMOVE EXISTING ORGANIC MATERIAL AND TOPSOIL. TOP 12-INCHES OF NATIVE LOAMY SOIL TO BE TILLED OR TURNED PRIOR TO PLACING SYSTEM FILL. USE TRACKED EQUIPMENT FOR ALL WORK IN ABSORPTION FIELD AREA. STEP EACH TRENCH 0.25-FT TO FOLLOW EXISTING GRADE. ASTM C33 SAND SPECIFICATION SIEVE PERCENT PASSING 318" (9.5-mm) 100% No. 4 (4.75-mm) 95-1007. No. 8 (2.36-mm) 80-1007. No. 16 (1.18-mm) 50-85% No. 30 (600-µm) 25-607 No. 50 (300-µm) 5-307. No. 100 (150-µm) 0-107. No. 200 (75-µm) 0-39 (MUST BE OBTAINED BY WASHING) 4" MIN. TOPSOIL, ESTABLISH TURF 4" SDR-35 PVC PERFORATED PIPE GEO-TEXTILE COVER WASHED CONCRETE SAND CONFORMING TO NYSDOT SPECIFICATION 703-07 IN -DRAIN UNIT HOLES @ 5&7 O'CLOCK 4' MIN SA BETWEEN LA � DETAILED EUEN ABSORPTION TRENCH SECTION SCALE: NTS ' EXISTING PROPERTY LINE ' LOCATION PER MAP REF. 337 _ SYSTEM FILL MATERIAL• 4 MIN. TOPSOIL ON ENTIRE FILL 337 „ FILL MATERIAL NOTES AREA; SEED AND ESTA BLISH ABLISH TURF 336 _ _ ....... _.._ _ _ _ _ 336 EASTERN PLANE OF HOUSE 5' MIN. 8't MIN. TRENCH SPACING EXISTING GRADE EXISTING STONE WALL EAST TO REMAIN 335 __ . _._ _.__.__ _. .. _ ___ �_ __ r _ _ - _..._ _. __ _ _ _ . ___ _. ___. __ __ _____. _ _ ...... _ _---__-. _ .. _-. .. 335 16'f ASPHALT RIGHT OF WAY 34';_._. _ .. _.... _ . _.. _ NATURAL BOULDER _._._. ----- _. _ ... _ _.. 334 RETAINING WALL 333 ' 1MIN. ABOVE 332 APPROXIMATE EXISTING EXISTING GRADE - _ NATIVE GRADE _.._.. ___ _ . _.... __. _ .. _._ _ __ MIN. mm 331 WEST SEPARATION 330 _� _ _ _ _ __ _ T 8 NDARY O OU _....... _ _ .. 330 CONDITION 329. _ _. _. ...._... _.... ._......... _. _. ____ ___ _ _ 4 @ 2 __ _ f INTO RIGHT 8 O G OF WAY _.. 329 BOUNDARY CONDITION FROM PROPERTY LINE TO COORDINATE GRADING WITHIN THE 328 - _._ .. _.. _ _ ... �.._. � __,_. _ �..... _ __� _. _ _ L �^ END OF FILL RIGHT OF WAY WITH THE TOWN OF _ 328 EXISTING NATIVE SOIL QUEENSBURY HIGHWAY DEPARTMENT ' 327 _.. __ 327 326 __ _ _ _ __ _ 326 RIP AND DECOMPACT 1'-6" INTO 4'W EUEN ABSORPTION TRENCHES, EXISTING COMPACTED SURFACE SOILS (2) TRENCHES @ 40 LF EACH WITH AND BLEND WITH GRANULAR FILL 10 EUEN MODULES PER TRENCH MATERIAL. MECHANICALLY STABILIZE WITH TRACKED EQUIPMENT POLYETHYLENE EXTENSION SEPTIC TANK NOTES TO GRADE WITH TAMPER RESISTANT ACCESS COVER ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK STATE DEPARTMENT OF HEALTH AND SHALL BE OF PRECAST CONCRETE AS 4" PVC -\ MANUFACTURED BY PALLETTE STONE CORP. OR TEE -BAFFLE EQUIVALENT. ALL STRUCTURES SHALL BE PLACED ON FIRM, 4" PVC SDR-35 COMPACT SAND OR GRAVEL BASE. WHERE EXISTING HOUSE SEWER SOIL CONDITIONS ARE UNSUITABLE, CRUSHED STONE INLET SHALL BE PLACED AS NECESSARY TO ACHIEVE A STABLE BASE. MIN. SLOPE 1/4" PER FOOT d ° SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL WATERTIGHT SLEEVE BE OF EXTRA HEAVY CONSTRUCTION DESIGNED FOR AND SEAL (TYP) ° H-20 WHEEL LOADING. ALL JOINTS MUST BE SEALED WITH BUTYL SEALANT. JOINTS BELOW THE LIQUID LEVEL MUST BE TESTED BEFORE BACKFILLING. 1,500 GALLON, 1-PIECE DUAL -COMPARTMENT PRECAST CONCRETE WITH ANTI -FLOAT 12" MIN. COVER 2" EUEN ABSORPTION TRENCH SECTION (MIDDLE OF FIELD) SCALE: 1" = 3' APPROXIMATE FINISH GRADE ° \ ,4 ° 6" MIN. F _ I 30" POLYETHYLENE EXTENSION - POLYETHYLENE EXTENSION TO GRADE WITH TAMPER TO GRADE WITH TAMPER RESISTANT ACCESS COVER RESISTANT ACCESS COVER BALL VALVE, ONE PER PUMP INSTALL VALVES AND UNIONS SUCH THAT EITHER PUMP CAN BE ISOLATED AND REMOVED WITHOUT REQUIRING PIT ENTRY FILTER 1/8" PER FOOT MIN. SLOPE d ° OUTLET 4" PVC SDR-35 EFFLUENT SEWER ° 4" PVC ° INSTALL FLOAT TEE -BAFFLE CHAIN ON EA. PUMP TO TOP OF TANK TO ALLOW FOR FUTURE PUMP REMOVAL WITHOUT ENTERING TANK 2" TEE JOINS TWO DISCHARGES INTO ONE FORCEMAIN EXTERIOR WEATHERPROOF JUNCTION 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. TRANSITION TO 4 12" MIN. COVER OUTSIDE OF D-BOX DISTRIBUTION BOX CONCRETE BAFFLE USE SPEED LEVELERS TO ASSURE ALL OUTLETS ARE AT EXACTLY THE SAME ELEVATION PROVIDE POSITIVE DRAINBACK TO PUMP STATION 2" PVC SCH-40 FORCEMAIN TO BE CONNECTED TO EXISTING FORCEMAIN — 2" SCH-40 PVC INSIDE BASE EXTENSIONS SEPTIC TANK SEPTIC TANK MINIMUM 2X WIDTH PUMP OFF VOLUME OF WET WELL THROUGH WALL MAXIMUM 4X WIDTH ° DOSE GATE VALVE FLOAT SWITCHES - 16" PER NOTE EXTERIOR OF TANKS TO BE Q ° ° INSTALL INSIDE PUMP PIT REDUCING TEE POINTED DOWNWARD WITH COATED WITH ASPHALT ° „ °° d IN LOCATION ACCESSIBLE d . ° EMERSION COATING d ° a a wrrunuT OTT FruTov 1 BALL VALVE THROTTLED TO ALLOW 16„ DUAL -COMPARTMENT - BAFFLE � i 1,500 GALLON, W Z 1-PIECE C DUAL -COMPARTMENT ; PRECAST CONCRETE WITH p� M b 60-75% OF TANK VOLUME ANTI -FLOAT BASE EXTENSIONS 1/3 DEPTH is" OF OUTLET MIN, INVERT 25-40% OF TANK VOLUME SWITCHES TO e OPERATE PUMP AND MAINTAIN LEVELS AS INDICATED ° d ALARM/ LAG PUMP ON 4" LEAD PUMP ON NEW 4-FT DIAfANHOLE BASE . 12" OF 314-1.112° BALL CHECK VALVE CONCRETE 1 PUMP STATION CRUSHED STONE DUPLEX (2) EFFLUENT PUMPS SECTION AS SEPTIC TAW SCALE: Nn DETAIL ION DETAIL PUMP STA 7 [: NTS SCA 2"MIN. 2"MIN. DROP BETWEEN INVERTS 8" IN ,F � R e s 1000 t F a y, t WASTEWATER SYSTEM MATERIAL SPECIFICATIONS HOUSE SEWER PIPE PIPING TO BE 4" SDR-35 OR SCH-40 PVC. INSTALL WITH 114" PER FOOT MINIMUM SLOPE. EFFLUENT SEWER PIPE PIPING TO BE 4" SDR-35 OR SCH-40 PVC. INSTALL WITH 118" PER FOOT MINIMUM SLOPE. FORCEMAIN PIPING TO BE 2" SCH-40 PVC. MAINTAIN 3' MINIMUM COVER AND POSITIVE DRAINBACK TO PUMP STATION. ABSORPTION BED AGGREGATE STONE IS TO BE 314" TO 1-112" WASHED CRUSHED STONE. FILTER FABRIC FILTER FABRIC TO BE 4.8 OZ/SY NON -WOVEN SEPARATION FABRIC, TENCATE MIRAFI 140N OR EQUIVALENT, FILL MATERIAL FILL MATERIAL TO BE GRANULAR LOAMY SAND AS DESCRIBED IN "WASTEWATER SYSTEM FILL MATERIAL NOTES." TOPSOIL PLACE 4" MINIMUM TOPSOIL OVER ENTIRE ABSORPTION FIELD AREA. SEED AND ESTABLISH TURF. 4" PVC SDR-35 SOLID HEADER TO PERFORATED ABSORPTION TRENCH PIPING, 1/8" PER FOOT MIN SLOPE PUMP STATION NOTES SEAL ALL TANK OPENINGS WATERTIGHT. PROVIDE AND INSTALL UL LISTED PACKAGED PUMP CONTROL PANEL WITH VISUAL AND AUDIBLE ALARM. INSTALL DUPLEX, ALTERNATING, DEMAND CONTROL PANEL INSIDE HOUSE IN ACCESSIBLE LOCATION. SJE-RHOMBUS IFS SERIES DUPLEX DEMAND DOSE. 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, MODEL 3885 WE03M SUBMERSIBLE EFFLUENT PUMP 1/3 HP, 115 VOLT, IPH / SINGLE PHASE,15 GPM @ 25' TDH WASTEWATER SYSTEM SETBACK REQUIREMENTS STREAM, LAKE, PROPERTY LINE HOUSE WATERCOURSE, WELL WETLAND SEPTIC TANK 10, 10, 50' S0' ABSORPTION FIELD 10, 20' 100' 100' (TOE OF FILL) Dig P Safely. New ®York ® Call Before You Dig M Wait The Required Time ® Confirm Utility Response IM Respect The Marks 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. =EAb6, Hutchins Engineering PLLC 169 Haviland Road Queensbury, NY 12804 (518) 745.0307 Phone (518) 745.0308 Fax G. THOMAS HUTCHINS, P.E. THOMAS R. CENTER, JR. P.E. LUCAS W. DOBIE, P.E. TAX MAP # 226.15-1-12 WASTEWATER SYSTEM DETAILS prepared for: Kara Haraden 124 Lake Parkway Assembly Point Town of Queensbury County of Warren State of New York Drawn. HKB lChecked. LWD Scale: NOTED Date: 912712024 92234-01-S3