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SEP-0583-2022 SEPTIC VARIANCE office use!only Permit#: W _ 6 'b`�o , - 7�d22- APPLICATION Permit Fee: - 7-own d4Xcncbury Invoice 742 Bay Road,Queensbury,NY 12804 P:518-761-8256 www.cl6een9b"urv:rie4 Approvals:i - Submittal: 1 (one) original &8 copies of the completed ap! ckage rF- PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE Q ,Section 1: SEP 19 2022 Contact Information: TOWN OF QUES Property Owner(s): Carl & Mph ple Welder Owner's Agent: H �� U y Address: P.O. Box 2516 Address:. 169 Haviland Road Briarcliff Manor, NY 10510 Queensbury, NY 12804 Phone#:(914).548-0.197548-0.197 Phone#: 518-745-0307 Email: Email: thutchins@�hutchinsengineering,com Section 2: I Site Information: Site Address: 114 Rockhurst Road Tax ID#: 22�,.9-1-9 Directions to site: from NY-9L N turn right onto Cleverdale Road for 0.8 miles; right onto Rockhurst Rd Section 3: for 0.7 miles; parcel on right side Lake Water Supply Distance from WeUon property to septic system(if applicable) 63 feet I Section 4: Is it possible to install a conforming septic system on this property? ❑Yes Q No If YES, please explain and attach a diagram::. Section 5• _ I I Does the proposed system meet setback requirements for distance from wells&septic systems on neighboring properties? QYes ❑ No If NO, please explain: No Neighboring Wells I Section 6: Is the proposed system to be installed under a parking area? Al Yes ❑ N' Section 7: Section of the Sanitary Sewage Ordinance from which you are seeking the variance(i.e. leaching system will be 89 ft. from well in lieu of required 100 ft.): Absorption field to Shoreline:63'proposed instead of requiretl 100'(37'of relief requested) Absorption Field to Westerly Property Line:1'proposed instead of required 10'(9'of relief requested) Septic variance Application Effluent Sewer Line to Westerly Property Line:4'proposed instead of 10'required(6'of relief requested) House Sewer Line to Westerly Property Line:4'proposed instead of 10'required(6'of relief requested) I I I Section 11: AUTHORIZATION AND SIGNATURE PAGE This page includes the Authorization to Act as Agent form, engineering fee disclosure, authorization for site visits, other permit responsibilities and agreement to provide documentation required. Complete the following if the OWNER is using an Agent: Owner's Name: Carl Weider Designates: Hutchins Engineering PLLC as agent regarding the Septic Variance for Site Address: 114 RoCkhurst Road Tax Map#: 227.9-1-9 EneineerinR Fee-Disclosure:.Applications may be referred to the Town consultiIng engineer for review of septic design,storm drainage,etc. as determined by the Town Board of Health. Fees for engineering review services will be charged directly to the applicant. Authorization for Site Visits By signing this page and submitting the applicati In materials attached herein, the Owner,Applicant and his/her/their agent hereby authorize the Town Board of Health, building and code Enforcement Officers and Town Engineer to enter the subject properties for the purpose of reviewing the application submitted. Please Note: Other permits may be required for construction or alteration actil ity subsequent to approval by the Town Board of Health. It is the applicant's responsibility to obtain any additional permits. Official Meeting Minute-s Disclosure: It is the practice of the Town Board of Health to have a designated stenographer tape record the proceedings of the meetings resulting from the application, and that the minutes transcribed from those tapes constitute the official record of all proceedings. If there is a discrepancy between such record and the handwritten minutes taken by the designated stenographer,the handwritten minutes shall be deemed the official record. i I,the undersigned, have thoroughly read and understand the instructions for submission; agree to the submission requirements and completed checklist: 1 OWNER—PRINT NAME: Carl W�@I/ller OWNER—SIGNATURE:��Ax U)64;� DATE: 09/15/22 AGENT—PRINT NAME: A i AGENT—SIGNATURE:- �--�. I DATE: Z Revised December 2021 Septic Variance Application i j 169 HaViland Road Queensbury, NY 12804 Hutchins Engineering j Phone: (518)745-0307 Fax: (518)745-0308 i i I I September 16, 2022 D E E OW E I Town of Queensbury, Local Board of Health SEP 19 2022 742 Bay Road Queensbury, NY 12804 TOWN OF QUEENSBURY BUILDING&CODES Re: Residence of Carl and Michele Weiner 114 Rockhurst Road, Queensbury Tax Map ID#: 227.9-1-9 Dear Supervisor Strough and Town Board Members: Attached please find a plan and application for septic variance to allow a replacement septic system to be installed for owners Carl and Michele Weiner at the above-referenced residence. We are seeking relief from property line setbacks as well as separation from the absorption field to the shoreline. The proposed treatment system will consist of a FujiClean CE-5 enhanced treatment unit and a 10'W x 30'L crushed stone absorption bed with two rows of four 34'' traffic rated Infiltrator H-20 chambers. Every effort has been made to provide a high-quality enhanced treatment system and minimize requested variances; We are seeking relief from the absorption field setback to shoreline (63' proposed instead of required 100'), the absorption field setback to westerly property line (1' proposed instead of required 10'), the effluent sewer line to westerly property line (4' prop losed instead of the required 10'), and the house sewer line to the westerly property line (4' proposed instead of the required 10 We respectfully request to be placed on the board schedule for the upcoming September 26 meeting. i Please contact me if you have any questions or if you require additioinal information. Best Regards, G. Thomas Hutchins, P.E. Cc: Carl and Michele Weiner i G.Thomas Hutchins,P.E. thutchins@hutchinsengineering.com i Split Rail Fence CIRF PROP.10'W x 3W'L CRUSHED STONE ABSORPTION BED WITH (2) ROWS OF (6)- 34" WIDE TRAWFIC RATED OPEN-BOYTOM GRAVELLESS CHAMBERS / . v a v� j qy V Concrete Drive `� v1V i,A EXIST CESSPOOL 22 7.9 -1- 7 TO BE REMOVED 113 Rockhurst ftoa-d- / Lands of Lorraine Dickinson 8:1161 P:58 LAKE WATER SUPPLY PROP. 4 PVC SCH-40 - HOUSE SEWER 2% MIN. SLOPE EXIST CESSPOOL - TO SE REMOVED U� �s 227.9-1-6 111 Rockhurst Road Lands MIF of John & Carolyn Swan 8:5107 P:35 LAKE WATER SUPPLY CIRS 4" PVC SCH-40 CLEAN-= TO GRADE mp ) Lands N/F of Lambert's Landing LLC 8:5023 P:173 227.9 -1- 8 LAKE WATER SUPPLY o NM17 O N. s CIRIF s�Q'�� S T 00 00" E s`'� CIRI= o ' 64.00' } 6*- Shed t ° \ { 1 2" Spruce SF SF � 1W P.L. SETBACK��`A► i0 5ri0 s . PROP. SEDIMENT - CONTROL FENCE 227.9 -1-�9 114 Rockhurst Ro\ad i 1 10 PT-1 28" He lock peck Lands of " j t �arl & Michele Weiner t 4 1 VERTICAL DATUM SR 8: 4226 P: 265 Area NORTH AMERZCAN VERTTCAL DATUM OF 1929 (NGVD29) 1415�8.2 Sq. Feet L r' 0. 1; Acres o . f ` LAM WATER I 1I tM r 0 1 T` r ., rY 94 . , -� PROP. 4' PVC SCH-40 � EFFLUM SEWER PROP. 28'" POLY BASIN W 1RTSER FOR W UNIT t t I PROP. FU]ICLEAN CE 5 ENHANCED TREATMENT UNIT l 1 1 PROP. 4" PVC SC" - A , t C7 . HOUSE SEWER tIIi`s;i:{{. ii' ~` °:P:;.;,'L i;..••.. O i } ti 1 k ! {{. S _ 1 ♦=F=33Q~� '• iii tl � � 111 ` { { tt t {t;{ t°;� t, t } ` = i . � t"�� i" '? { l i .; •'�' •" " ", ''," •"�" 1 { { Y{ tt{;"{ ie{''t'1l'� r l 1 t t tt { t j l { i , ;'.: �'::: E7 :3' .+':: ... , PROP.4" PVCSCK4M tt I'. { { i A l tit { HOUSE SEWER e { ;. {•t {t s 1� I1111.1-3302t i�{{�t•'• t{��'1'{i�`it;i�. Retami 'Wall i' Lake George Sandy Bay I{ � 4i' jt S � �♦' � i y .328.0�}': (r ~ Come Walk .-` Covered 13.01±Dock: I Ramp i — :� • n � �Ole- 0. rW. : HOUSE SEWER I INV.1- 3315f 44" rl pl WL WL WL WL jj —j-- WL WL WL WL � 1 �LAKE WATERINTAt� It APPROXLMATE LOCATION Concrete �V 24" tiemlojck 30" Hemlock 1W P.L. SETBACK{lapA +1 Il oPropane Tanks +i I 12" He lock 1 NM 6 ° �' Lene-rat�o v Stockade Fencef Stockade Fence h r' _ N 79000' 00" W ° Nail Set in Root 10 0 �� ='tits{t4ttli`c{`{''' s 227"9-1-10 m 112 Rockhurst Road Lands N/F of } Eric K Cottrell LAKE WATER B:1441 P:102 SUPPLY WASTEWATER SYSTEM PLAN SCALE: 1-=10' GRAPHIC SCALE 5 0 2.5 5 10 20 IN FEET ) SEPTIC VARIANCE SUMMARY NYSDOH APPENDIX 75A WASTEWATER TREATMENT STANDARDS TABLE 2 SEPARATION REQUIREMENTS 1. ABSORPTION FIELD TO SHORELINE 100' REQUIRED 63' PROPOSED 37 OF RELIEF REQUESTED 2. ABSORPTION FIELD TO WESTERLY PROPERTY LINE 10' REQUIRED 1'PROPOSED 9' OF RELIEF REQUESTED 3. EFFLUENT SEWER LINE TO WESTERLY PROPERTY LINE 10' REQUIRED 4'PROPOSED 6' OF RELIEF REQUESTED 4. HOUSE SEWER LINE TO WESTERLY PROPERTY LINE 10' REQUIRED 4'PROPOSED 6' OF RELIEF REQUESTED SITE SOILS DATA TEST PIT TP-1 - 8110122 BY T. HUTCHINS, P.E. AREA OF PROP. ABSORP71ON FIELD 0-4" TOPSOIL/GRASS 4-60" MIXED SAND & CONCRETE & BRICK DEBRIS FROM OLD HOTEL NO BOUNDARY CONDITION ENCOUNTERED PERCOLATION TEST PT-1 - 8110122 BY: T. HUTCHINS, P.E. STABILIZED PERCOLA77ON RATE: 4 MIN11N IN BLENDED NA TA E AND FILL MATERIAL SITE LOCATION LOCATION MAP d SEP 19 2022 T WN DF QUEENSBURY G & CODES 227.9-1-9 SEP-0583-2022 Weiner, Carl & Michele 114 Rockhurst Rd Septic Variance/Alteration WASTEWATER SYSTEM SETBACK SCHEDULE PROPERTY LINE WELL WATERLINE HOUSE LAKE GEORGE SEPTIC TANK, PUMP STATION, FORCE MAIN, EFFLUENT SEWER 10, 50' 10, 10' 50' ABSORPTION FIELD 10, 100, 10, 20' 100, Dig INA Safely, New York ■ Call Before You Dig ■ Wait The Required Time ■ Confirm Utility Response ■ Respect The Marks ■ Dig With Care 800.962.7962 www.dlgsafelynewyorkAmm MAP REFERENCE: BASE MAP INFORMATION FROM "MAP OF A SURVEY MADE FOR CARL AND MICHELE WEINER,- IN THE TOWN OF QUEENSBURY, WARREN COUNTY, NEW YORK. DATED FEBRUARY 1, 2022. PREPARED BY.• 8, D u s e.0 Steves Land Surveyors ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL 169 HsvMmd Road Queensbury, New York 12804 ENGINEER IS A VIOLATION OF NYS (518) M-8474 Now York Uc. No. 50135 EDUCATION LAW. TAX MAP # 227.9-1-9 0 ISSUED FOR SEPTIC VARIANCES No. Revisions WASTEWATER SYSTEM PLAN prepared for. Carl & Michele Weiner 114 Rockhurst Road Town of Queensbury, County of Warren, State of New York Drawn: JRS11WD Checked: GTH I Scale: NOTED Date: 169 Haviland Road 911512022 Date Queensbury, NY 12804 292001-01-S 1 Hutchins Engineering PLLC (518) 745-0307 Phone g g (518) 745-0308 Fax ft ft WASTEWATER SYSTEM DESIGN 3-BEDROOM REsrDEnlcE WATER SAVING FIXTURES (1.6 GPF MAX. FLUSH, 3.0 GPM MAX. FAUCETS) DESIGN FLOW - 110 GPD/BEDROOM SYSTEM DESIGN FLOW - 330 GPD PRETREATMENT TANK - FUJICLEAN MODEL CE-5 E.T.U. DESIGN APPLICATION RATE: 0.8 GPD/SF, BASED ON 6-7 MIN/IN PERCOLATION RATE (BLEND OF NATIVE & FILL SOILS) ABSORPTION BED AREA REQ'D = (330 GPD)/(0.8 GPD/SF) = 413 SF 33X E.T.U. REDUCTION AREA REQ'D = 276 SF ABSORP10 BED AREA PROVIDED = 10'X3O' - 300 SF WITH 2 LATERALS OF 4 H2O CHAMBERS WASTEWATER SYSTEM FILL MATERIAL NOTES AFTER REMOVING ORGANICS TOPSOIL AND DEBRIS, PLACE SYSTEM FILL OVER THE EN71RE AREA OF PROPOSED ABSORPTION BED AND TAPER AREA. OABSORP71ON 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 25X OF THE MATERIAL BY WEIGHT SHALL BE IN THE RANGE OF 0.50mm TO 2.0mm. LESS THAN 157. OF THE MATERIAL BY WEIGHT SHALL BE LARGER THAN A 1/2" SIEVE ABSORPTION AREA SYSTEM FILL MATERIAL SHALL BE INSTALLED TO PROVIDE MINIMUM OF 3-FEET BETWEEN BOUNDARY CONDITION 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 1S TO BE MECHANICALLY STABILIZED IN 12" LIFTS WITH TRACKED EQUIPMENT PRIOR TO INSTALLA71ON OF ABSORPTION TRENCHES INSTALLER TO NOTIFY ENGINEER OF PROPOSED SOURCE OF SYSTEM FILL MATERIAL PRIOR TO TRANSPORTING TO SITE SYSTEM MATERIAL SPECIFICATIONS 34" WIDE OPEN -BOTTOM GRAVELLESS CHAMBER OPEN -BOTTOM CHAMBERS TO BE INFILTRATOR H-20 HIGH CAPACITY. HOUSE SEWER PIPE PIPING TO BE 4" SCH-40 PVC INSTALL WITH 1/4" PER FOOT MINIMUM SLOPE. EFFLUENT SEWER PIPE PIPING TO BE 4" SCH-40 PVC. INSTALL WITH 1/8" PER FOOT MINIMUM SLOPE. ABSORP7101V8ED AGGREGATE STONE IS TO BE 3/4" TO 1-1/2" WASHED CRUSHED STONE. FILTER FABRIC FILTER FABRIC TO BE 4.8 OZ/SY NON -WOVEN SEPARATION FABRIC, TENCATE MIRAFI 140N OR EQUIVALENT. STABILIZATION FABRIC STABILIZATION FABRIC TO BE WOVEN GE07EX71LE WITH POLYPROPYLENE YARNS, 7HRACE UNQ GTF-300 OR EQUIVALENT. FILL MATERIAL. FILL MATERIAL TO BE GRANULAR LOAMY SAND AS DESCRIBED IN "FILL MATERIAL NOTES " TOPSOIL PLACE 4" MINIMUM TOPSOIL OVER ENTIRE ABSORPTION FIELD AREA. SEED AND ESTABLISH TURFF, SYSTEM INSTALLATION NOTES CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING AND IN ACCORDANCE WITH THE N.YS DEPARTMENT OF HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS AND ASTM F481 INSTALLATION OF THERMOPLASTIC PIPE AND CORRUGATED TUBING IN SEP77C TANK LEACH FIELDS AFTER PLACEMENT OF SYSTEM FILL AND EXCAVA77ON OF 10' WIDE X 30' LONG ABSORPTION BED . TO THE DEPTHS 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 BE AS SHOWN, AND CARE SHALL BE EXERCISED TO AVOID INCLUSION OF FINE GRAINED SOILS AND WASTE MATERIAL IN THE STONE AND PIPE. THE PIPE SHOULD BE LAID AT THE GRADES INDICATED, MAINTAINING STRAIGHT CONTINUOUS GRADES WITHOUT SAGS, HUMPS, SEPARATED JOINTS, OR OTHER UNSUITABLE CONDITIONS PIPE SHALL BE LAID WI714 HOLES DOWN IN ALL CASES ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL AND DIVERT SURFACE RUNOFF AWAY FROM THE DISPOSAL FIELD. DO NOT USE HEAVY EQUIPMENT WITHIN 7HE ABSORPTION AREA AFTER PIPING HAS BEEN INSTALLED. THE WASTEWATER TREATMENT SYSTEM IS DESIGNED AND APPROVED BASED UPON 7HE INSTALLATION OF WATER CONSERVING FIXTURES AND A DESIGN FLOW OF 110 GPO PER BEDROOM. THE SYSTEM IS NOT DESIGNED TO ACCOMMODATE EXTREME WATER USE FIXTURES, SUCH AS JACUZZI-TYPE SPA TUBS OR WATER TREATMENT EQUIPMENT THE INSTAH A71ON OF NON -CONSERVING WATER FIXTURES OR EXTREME WATER USE FIXTURES IS CONTRARY TO THE APPROVAL OF THIS WASTEWATER TREATMENT SYSTEM. .ROOF, FOOTING, GARAGE, CELLAR AND SURFACE WATER DRAINAGE MUST BE EXCLUDED FROM THE WASTEWATER SYSTEM. CONSTRUCT DRAINAGE SWALE UPGRADE OF SYSTEM IN ORDER TO DIVERT SURFACE RUNOFF AROUND ABSORPTION FIELD. SEP77C TANK, PUMP STA17ON & ABSORPTION BED MUST BE INSPECTED BY TOWN OF QUEENSBURY BUILDING DEPAR7IMENT AND DESIGN ENGINEER PRIOR TO BACKFILL AND FINAL GRADING. IT IS 7HE RESPONSIBILITY OF THE CONTRACTOR TO IDENTIFY THE NECESSARY PAR7IES AND REQUEST INSPECTIONS 10'-0' 36" FENCE POST DRIVEN O.C. MAX MINIMUM 16" INTO GROUND [rGROUND S/LTSTOPEMBED IN 8" MIN. ...........:..........<__..__ .. I„� � FLOW �•,,� 8" MIN. z .. w 0� PSWECTIVEE SOIL BACKFlLL SECTION SEDIMENT CONTROL FENCE DETAIL NTS STANDARD SPECIFICATIONS FOR SILT FENCE ROADWAY Z 4" MIN. TOPSOIL, SEED, MULCH & 10' BED WIDTH ESTABLISH TURF W 8" MIN. I7EM-4 GRAVEL 4 ( r 4" 4' CHAMBER SPACINGT_ SUBBASE COURSE 34" CHAMBER WIDTH INFILTRATOR H-20 CHAMBER SECTION 36' FENCE POST NTS SILT STOP EMBED IN GROUND 8" MIN. UNDISTURBED GROUND - SENSITIVE AREAS TO BE PROTECTED BY SILT FENCE MAYBE NEED DEFINITION TO BE REINFORCED BY USING HEAVY WIRE FENCING FOR ADDED A TEMPORARY BARRIER OF GE07EX71LE FABRIC INSTALLED ON THE CONTOUR ACROSS SUPPORT. A SLOPE TO INTERCEPT SEDIMENT LADEN RUNOFF FROM SMALL DRAINAGE AREAS OF - WHERE THE ENDS OF THE SILT FENCE COME TOGETHER, THE TWO DISTURBED SOILS ENDS SHALL BE OVERLAPPED, ROLLED TOGETHER AND STAPLED PURPOSE 70 PREVENT SEDIMENT BYPASS AT 7HESE CONNECTIONS TO REDUCE RUNOFF VELOCITY & TO EFFECT DEPOSITION OF TRANSPORTED SEDIMENT FABRIC MATERIAL CRITERIA LOAD. GRAB TENSILE STRENG7H : 90 LBS ASTW 01682 ELONGATION AT FAILURE: 50% ASIM D1682 APPLICATION :CONSTRUCTION SPECIFICATIONS - MAXIMUM ALLOWABLE SLOPE LENGTHS CONTRIBUTING RUNOFF TO THE FENCE 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE PLACED ON A SLOPE: POSTS WITH WIRE 71ES OR STAPLES. POST SHALL BE STEEL 1:2 SLOPE (50%) 25 FT EITHER "r OR 'U" TYPE OR HARDWOOD. 1:3 SLOPE (33%) 50 FT 2 FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE 1:4 SLOPE (25%) 75 FT FENCE WITH 71ES SPACED EVERY 24" AT TOP AND MID SECTION. 1:5 SLOPE OR LESS 100 FT FENCE SHALL BE WOVEN WIRE, 6' MAX. MESH OPENING. - MAXIMUM DRAINAGE AREA FOR OVERLAND FLOW SHALL NOT EXCEED 1/4 ACRE 3 WHEN TWO SEC71ONS OF FILTER CL07H ADJOIN EACH OTHER PER 100 FEET OF FENCE WITH MAXIMUM PONDING DEP7H OF 1.5 FEET. 7HEY SHALL BE OVER -LAPPED BY 6-INCHES AND FOLDED. FILTER CLOTH SHALL BE E17HER FILTER X, MIRAFI 10OX, - EROSION WILL OCCUR AS SHEET EROSION. STABILINKA T140N OR APPROVED EQUIVALENT. - CONCENTRATED WATER FLOW SHALL NOT BE DIRECTED TO FENCE. 4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE OR DESIGN CRITERIA APPROVED EQUIVALENT. - ALL SILT FENCES SHALL BE PLACED AS CLOSE TO THE DISTURBED AREAS AS 5 MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL POSSIBLE, WIN A MINIMUM OF 10 FEET FROM 7HE TOE OF A SLOPE. THE AREA REMOVED WHEN "BULGES' DEVELOP IN 7HE SILT FENCE. BEYOND THE FENCE MUST BE UNDISTURBED OR STABILIZED. IMBER HT U 75" EFFECTIVE LENGTH INFILTRATOR H-20 CHAMBER PROFILE NTS INSTALL POLYETHYLENE EXTENSION TO GRADE WITH TAMPER RESISTANT ACCESS COVER (NON -TRAFFIC AREAS) 1/4" PER FOOT 2" MIN. SLOPE 4" PVC SCH-40 HOUSE SEWER CHAMBER I ICHAMBER 2 SEDIMENTATION OBIC CONTACT CHAMBER TRA770N CHAMBER 59' RUR47ION 16" CHAMBER HEIGHT SALCOR UV I ELECTRICAL JUNCTION BOX WITH INDICATORS I AND ALARM CONTACTS j GROUND LEVEL DISINFECTION UNIT DISiNFEC7ION SUB — ASSEMBLY HANDLE { - i FOR II REMOVAL i I I SUPPORT I FRAME & —•. GASKET 4" PIPE 1 TREATMENT j PLANT i TEDEFFLUENT EFLUENT I F�.NFEC f UV LAMP/ & QUARTZ TUBE I i TEFLON COVER A A SECTION A -A i i I NOTE: NOT ALL DIMENSIONS TO SCALE I --UV LAMP & i 4 \ TEEFL�ON COVBEER I --SUPPORT FRAME AND GASKET _ INSTALL POLYE7HYLENE EXTENSION - TO GRADE WITH TAMPER RESISTANT ACCESS COVER (NON -TRAFFIC AREAS) INSTALL SALCOR ULTRAVIOLET TREATMENT UNIT 1/8" PER FOOT MIN, SLOPE 4" PVC SCH-40 EFFLUENT 28" DIA. POLY BASIN, 100 GAL SALCOR UV DISINFECTION UNIT NTS 1/8" PER FOOT MIN. SLOPE 4" PVC SCH-40 EFFLUENT SEWER TO INFILTRATOR CHAMBERS FUJI CLEAN USA MODEL CE-5 ENHANCED TREATMENT UNIT MAINTENANCE CONTRACT NOTE FUJI CLEAN ENHANCED TREATMENT UNIT & UV VESSEL DETAIL A MAINTENANCE AND SERVICE CONTRACT BETWEEN SYSTEM NTS OWNER AND MANUFACTURER'S REPRESENTATIVE IS REQUIRED FOR SEMI-ANNUAL INSPECTION AND SERVICE OF THE FUJICLEAN CE-5 ENHANCED TREATMENT UNIT. TAX MAP # 22Z9-1-9 WASTEWATER SYSTEM SETBACK SCHEDULE PROPERTY LINE WELL WATERLINE HOUSE LAKE GEORGE SEP77C TANK PUMP STATION, FORCE MAIN, EFFLUENT SEWER 10, 50' 10, 10, 50' ABSORPTION FIELD 10, 100, 10, 20' 100, Dig (Safely. New/.York ■ Call Daiwa You Dig ■ Wait The Required Time ■ Confirm Utility Response ■ Respect The Marks ■ Dig With Care 800-962-7962 www.dig"fotynewywk.com t i SEPTIC DISPOSAL PERMIT Office Use Only - APPLICATION' Permit#: � — C���3-2022— Town vi otOjiec bin• O -- - Permit Fee:$ g5' FCT 21 2022O Invoice#: ��ZZ 742 Bay Road,Queensbury,NY i�D 2, 2 Z P:518-761-8256 www.queensbury:npeiit; Septic Variance? i Flood Zone?rw, Wetlands?�a Reviewed B Project Location: 114 ROCKHURST ROAD Tax Map#: 227.9-1-9 RESIDENCE INFORMATION: Year Built Gallons #of bedrooms: X gallons per =total daily flow per day bedroom Garbage Grinder Yes No 1980 or older 150 Installed? (choose one) ❑ x❑ 1981-1991 130 Spa or Hot Tub Yes No 1992-Present 110 3 • 110 330 Installed? (choose one) ❑ x❑ I PARCEL INFORMATION:_ Topography Flat Rolling ❑ Steep Slope % Slope Soil Nature Sand ❑ Loam ❑ Clay 0 Other, explain: Groundwater At what depth? >60" Bedrock/Impervious material At what depth? >6011 Domestic Water Supply ❑ Municipal ❑ Well Lake (if well or lake, water supply from any septic system absorption is ft.) Percolation Test Rate: 6-7 per minute per inch (test to be completed by a licensed engineer/architect) PROPOSED SYSTEM INFORMATION: Tank size E.T.U. gallons (min. size 1,000 gallons, add 250 gallons for each garbage cylinder or spa/hot tub System Absorption_field w/#2 stone Total length ft.; Eac,h Trench ft. Seepage Pit w/#3 stone; How many: ; Size: Alternative System Bed or other type: 10x30 WITH CHAMBERS Holding Tank System Total required capacity? ; tank size ; #of tanks Septic Application Revised July 2022 TOWN OF QL'IEENSBURY 742 Bay Road, Queensbury, NY. 12804-5902 Septic System Checklist LPlan to scale Received Deep hole perc test results from engineer/Architect if applicable(Town Approved Engineers and Architects;June 30 to April 15 Town Engineer for unapproved Engineers and Architects) �-QAII wells on property and adjacent properties shown Water line shown Municipal or well 10'separation to any part of system / Setback to property lines show 10'or more for any part of system ? �Septic tank and pump stations 10'from foundation 50'from any well/lake/wetland 10'from any waterline Septic tank to foundation crawl space/slab on grade,grade in crawl space must be above top of septic tank for 0',Separation required(field verification required) Septic tank sized for number of bedrooms and add 250 gals for Jacuzzi tubs/garbage grinder each I Leech Field 20'from foundation 100'from any well 10'from water line nnLtyyjj i Aseepage pit 150'from well 50'from septic tank ti,Seepage Pits 3-times diameter apart Septic tank and pump stations over 30 gallons 50'from watercourse or wetland'z- distance from bottom of trench or system 24"to bedrock or mott nD6-mr",, hin 1000'of Lake George Leech field 100'from watercourse or wetland 2. - 1'- •,�-= 1" -oe of mound or bottom of retaining wall 10'from property line 100'from well 20'from Foundation Provide Engineer/Architect stamp for bed or design systems pLDepartment of Health Approval for all mobile home park new systems Flood Plain requirements . t! 2'above established flood elevation to bottom of system Y1 All tanks anchored or 2'above flood elevation vo,aooA an anent f` RESOLUTION APPROVING CARL AND MICHELE WEINER'S APPLICATION FOR SANITARY SEWAGE DISPOSAL VARIANCES RESOLUTION NO.: BOH 82,2022 INTRODUCED BY: Mr. Timothy McNulty 227.9-1 9 SEP-0583-2022 WHO MOVED ITS ADOPTION Weiner,, ' arl & Michele SECONDED BY: Mr.Anthony Metivier 114 Rockhurst Rd Septic Variance/Alteration WHEREAS, Carl and Michele Weiner (Applicants) filed an application for variances from provisions of the Town of Queensbury On-Site Sewage Disposal Ordinance, Chapter 136 to install a replacement septic system with the: i 1. Absorption field to be located 63' from the shoreline j in lieu of the required 100' i setback; 2. Absorption field to be located 1' from the westerly property line in lieu of the required 10' setback; 3. Effluent Sewer Line to be located 4' from the westerly property line in lieu of the required 10' setback; and 4. House Sewer Line to be located 4' from the westerl i property line in lieu of the required 10' setback; on property located at 114 Rockhurst Road 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, October 17t',2022, 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 Applicants; and BE IT FURTHER, RESOLVED, that the Local Board of Health hereby approves the application of Carl and Michele Weiner for variances from the Sewage Disposal Ordinance to install a replacement septic system with the: 1. Absorption field to be located 63' from the shoreline I in lieu of the required 100' setback; 2. Absorption field to be located 1' from the westerly ,property line in lieu of the required 10' setback; 3. Effluent Sewer Line to be located 4' from the westerly property line in lieu of the required 10' setback; and 4. House Sewer Line to be located 4' from the westerly property line in lieu of the required 10' setback; on property located at 114 Rockhurst Road in the Town of Queensbury and bearing Tax Map No: 227.9-1-9, and BE IT FURTHER, RESOLVED, that the Enhanced Treatment Unit (ETU) shall be maintained by the property owner in accordance with the manufacturer's recommendations for the life of the system, and BE IT FURTHER, RESOLVED, that the Town Board authorizes and directs the Town Clerk to forward by certified mail a certified copy of this Resolution to the Adirondack Park Agency for its review, and BE IT FURTHER, RESOLVED, that this approval Resolution shall not be effective until 30 days after such notice to the Adirondack Park Agency and shall be subject to review by the Adirondack Park Agency during such period. Duly adopted this 17fl'day of October,2022,by the following Vote: AYES : Mr. Ferone,Mr. McNulty,Mr. Strough,Mr. Metivier NOES : None ABSENT: Mr. Freer S Split Rail Fence CIRF PROP.1WW x 30'LCRUSHED STONE ABSORP'T10% BED WITH (2) ROWS OF (6)- 34" WIDETRAFFIC RATED OPEN -BOTTOM GRAVELLESS CHAMBERS / fI I One Story Wood ll Frame douse A/C .1. V Concrete Drive d , j 'el, 4 EXIST CESSPOOL 227.9 -1- 7 To BE REMOVED 113 Rockhurst RlfaV- r Lands of Lorraine Dickinson B:1161 P:58 LAKE WATER SUPPLY PROP. W, PVC SCH-40 - HOUSE SEWER 2% MIN. SLOPE EXIST CESSPOOL - TO BE REMOVED U� 22 7.9 -1- 6 CI R5 111 Rockhurst Road Lands NIF of John & Carolyn Swan 8:5107 P:35 LAKE WATER SUPPLY 4" PVC SCH-40 CLEAN-01T[ TO GRADE (TYP ) O 1 1 1 1 4' Lands NIF of Lambert's Landing LLC B:5023 P:173 227.9 -1- 8 LAKE WATER SUPPLY o NM 17 O _o CIRF S 7V00'00° E 64.00, 6 ± � Shed NI 12" Spruce SF SF 1W P.L. SETBACK p 5H0 \ 3AB5 S14 Q.p t s PROP. SEDIMENT CONTROLFENCE t 227.9-1� i 114 Rockhurst Road '3} 1W PTA ' n Lands of 25" Hemlock Cfr1 & Michele Weirder 1 l VERTICAL DATUM B:4226 P:265 NORTH AMERICAN VERTICAL DATUM OF 1929 (NGVD29) Area " 14158.2 Sq. Feet L 0. 34 Acres 1 L WATER a� k 0 � Fireplace- Lake r ` ' E PROP.4"' PVC SCH-40� EFFWEliT SEWER 1 - '~ PROP. 28" POLY BASIN V11MERFORUVUNTT Georae 4`Playhouse: N PROP. FU]ICLEAN CE-5 i I ENHANCED TREATMENT U%V l � } t PRP.4" P4CSCH-48 Sandy NOvsE SEWER � � � � �, {: Bay ;jib j S 't�'�! sf '`: " ` I i X \'X\-\X 0 i i?\ '. t ��t i 'A\ � � � �� ' � � °' , , , :..::::: _�.: ,. � � � PROP. 4 PVC SCH-40 VOMSEWER 1 t St Retamm Imall 32,b 44' Comte Waa V� <I �;:::: � -:: ' ��::.:, ::'.�:•:.::::::::�:.','�:. ;.•,�:.:::-;R; -- --- `_' .,. { � � � I Covered - 13.f7 Dock l !- O Ramp ilf oro k Shed PROP. 4'° PVC SGH-40 o ... '.......... DER t `} INV,1=3315i t w� -=- w< w< w� 44") pl wl wL wL wL - F 33,E �- —;- V' , t j 14" Mapfe LAI�WATERINTAKE APPROXIMATE LOCATION Concrete 24" Hemlock • Y , _\,_ _ _ _ _ � � � 30 Hemlock f 10' P L. SETBACK oPropane Tanks \ 1 2" He lock 1 1 NM 6 0 \ enerato Stockade Fence/ � Stockade Fence t \ �s N 79000'00" W Na11 Set in Root 10'± ch o' °',` 227.9-1-10 �� m } 112 Rockhurst Road � Lands NIF of 10A GaraqeEric K Cottrell LAKE WATER 8:1441 P:102 WASTEWATER SYSTEMPLAN SCALE: 1 "=10' GRAPHIC SCALE 5 0 2.5 5 10 20 ( IN FEET SUPPLY SEPTIC VARIANCE SUMMARY NYSDOH APPENDD(75 A WASTEWATER TREATMENT STANDARDS TABLE 2 SEPARATION REQUIREMENTS 1. ABSORPTION FIELD TO SHORELINE 100' REQUIRED 63'PROPOSED 37OF RELIEF REQUESTED 2. ABSORPTION FIELD TO WESTERLY PROPERTY LINE 10' REQUIRED 1'PROPOSED 9' OF RELIEF REQUESTED 3. EFFLUENT SEWER LINE TO WESTERLY PROPERTY LINE 10' REQUIRED 4'PROPOSED 6' OF RELIEF REQUESTED 4. HOUSE SEWER LINE TO WESTERLY PROPERTY LINE 10' REQUIRED 4'PROPOSED 6' OF RELIEF REQUESTED SITE SOILS DATA TEST PIT TP-1 - 8110122 BY.- T. HUTCHINS, P.E. AREA OF PROP. ABSORP7ION FIELD 0-4" TOPSOIL/GRASS 4-60" MIXED SAND & CONCRETE & BRICK DEBRIS FROM OLD H07EL NO BOUNDARY COND171ON ENCOUNTERED PERCOLATION TEST PT-1 - 8110122 BY T. HUTCHINS; P.E. STABIL aED PERCOLAT ION RA 7E 4 MIN17N IN BLENDED NA77VE AND FILL MATERIAL SITE LOCATION TOWN OF QUEENSBURY BUILDING & 2E�r-TReviewed By Date: TOWN OF QUEENSBURY BUILDING DEPARTMENT Based on our limited examination, compliance with our comments shall not be construed as indicating the plans and spepfications are in full compliance with the Building Codes of New York State. LOCATION MAP 227.9-1-9 SEP-0583-2022 Weiner, Carl & Michele 114 Rockhurst Rd Septic Variance/Alteration FILE COPY NEIGHBORHOOD MAP '--SITE LOCATION WASTEWATER SYSTEM SETBACK SCHEDULE PROPERTY LINE WELL WATERLINE HOUSE LAKE GEORGE SEPTIC TANK PUMP STATION, FORCE MAIN, EFFLUENT SEWER 10, 50' 10' 10, 50' ABSORPTION FIELD 10, 100 10, 20' 100, TAX MAP # 227.9-1-9 Dig Safely. New/.York ■ Call Before You Dig ■ Wait The PAKpd ed Time 0 Confirm Utlllty Response ■ Respect The Clarks ® Dig With Care 800-962-7962 1 ADDED APPROVAL RESOLUTION (SHEET S3) - ISSUED FOR PERMIT 1012012022 0 ISSUED FOR SEPTIC VARIANCES 911512022 wwwAigsafslynewyork.00m No. Revisions Dote WASTEWATER SYSTEM PLAN prepared for. Carl & Michele Weiner - - 114 Rockhurst Road . oN E VWV y MAP REFERENCE. NS HIJ BASE MAP INFORMATION FROM "MAP OF A SURVEY ��,0�' FOR CARL AND MICHELE WEINER, 0 IN THE TOWN OF QUEENSBURY, WARREN COUNTY, NEW c7 YORK. DATED FEBRUARY 1, 2022. PREPARED BY: U n Du. s h 0, e Steves Land Surveyors 159 Havilmd Road Queensbury, New York IN" (518) M-8474 New York Uc. Nc. 50135 - ���� O67 "A `�� ��'- ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL ENGINEER JIS A VIOLATION OF NYS EDUCATION LAW. Town of Queensbury, County of Warren, State of New York Drawn: JRS/LWD Checked. GTH Scale: NOTED Date: 81412022 169 Haviland Road Queensbury, NY 12804 292001-01-S1 (518) 745-0307 Phone Hutchins Engineering PLLC (518) 745-0308 Fax WASTEWATER SYSTEM DESIGN SYSTEM INSTALLATION NOTES 3-BEDROOMRESULNU WATER SAVING FIXTURES (1.6 GPF MAX. FLUSH, 3.0 GPM MAX. FAUCETS) DESIGN FLOW - 110 GPD/BEDROOM SYSTEM DESIGN FLOW - 330 GPD PRETREATMENT TANK - FUJICLEAN MODEL CE-5 ETU. DESIGN APPLICATION RATE: 0.8 GPD/SF, BASED ON 6-7 MIN/IN PERCOLATION RATE (BLEND OF NATIVE & FILL SOILS) ABSORPTION BED AREA REQ'D = (330 GPD)/(0.8 GPD/SF) = 413 SF 33% E.T.U. REDUCTION AREA REQ'D = 276 SF ABSORPTION BED AREA PROWDED = 10 z30' = 300 SF W►TH 2 LATERALS OF 4 H2O CHAMBERS WASTEWATER SYSTEM FILL MATERIAL NOTES AFTER REMOVING ORGANICS TOPSOIL AND DEBRIS, 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" 1N 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 1/2" SIEVE ABSORPTION AREA SYSTEM FILL MATERIAL SHALL BE INSTALLED TO PROVIDE MINIMUM OF 3-FEET BETWEEN BOUNDARY CONDITION 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 SYSTEM MATERIAL SPECIFICATIONS 34" WIDE OPEN -BOTTOM GRAVELLESS CHAMBER OPEN -BOTTOM CHAMBERS TO BE INFILTRATOR H-20 HIGH CAPACITY. HOUSE SEWER PIPE PIPING TO BE 4" SCH-40 PVC. INSTALL WITH 1/4" PER FOOT MINIMUM SLOPE. EFFLUENT SEWER PIPE PIPING TO BE 4" SCH-40 PVC. INSTALL WITH 1/8" PER FOOT MINIMUM SLOPE. ABSORPTION BED AGGREGATE STONE IS TO BE 3/4" TO 1-1/2" WASHED CRUSHED STONE. FILTER FABRIC FILTER FABRIC TO BE 4.8 OZ/SY NON -WOVEN SEPARATION FABRIC, TENCATE MIRAFI 140N OR EQUIVALENT. STABILIZATION FABRIC STABILIZA71ON FABRIC TO BE WOVEN GEOTEX77LE KITH POLYPROPYLENE YARNS, THRACE LINQ GTF--300 OR EQUIVALENT. FILL MATERIAL FILL MATERIAL TO BE GRANULAR LOAMY SAND AS DESCRIBED IN "FILL MATERIAL NOTES." TOPSOIL PLACE 4" MINIMUM TOPSOIL OVER ENTIRE ABSORPTION FIELD AREA. SEED AND ESTABLISH TURF. 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 PLACEMENT OF SYSTEM FILL AND EXCAVATION OF 10' WIDE X 30' LONG ABSORPTION BED TO THE DEPTHS 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 BE AS SHOWN, AND CARE SHALL BE EXERCISED TO AVOID INCLUSION OF FINE GRAINED SOILS AND WASTE MATERIAL IN THE STONE AND PIPE. THE PIPE SHOULD BE LAID AT THE GRADES INDICATED, MAINTAINING STRAIGHT CONTINUOUS GRADES WITHOUT SAGS, HUMPS, SEPARATED JOINTS, OR OTHER UNSUITABLE CONDITIONS PIPE SHALL BE LAID WITH HOLES DOWN IN ALL CASES 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 AFTERPIPING HAS BEEN INSTALLED. THE WASTEWATER TREATMENT SYSTEM IS DESIGNED AND APPROVED BASED 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 TUBS OR WATER TREATMENT EQUIPMENT. THE INSTALLATION OF NON -CONSERVING WATER FIXTURES OR EXTREME WATER USE FIXTURES IS CONTRARY TO THE APPROVAL OF THIS WASTEWATER TREATMENT SYSTEM. ROOF, F0071NG, GARAGE, CELLAR AND SURFACE WATER DRAINAGE MUST BE 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 TOWN OF QUEENSBURY BUILDING DEPARTMENT AND DESIGN ENGINEER PRIOR TO BACKFTLL AND FINAL GRADING. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO IDENTIFY THE NECESSARY PARTIES AND REQUEST INSPECTIONS 10'-0" 0. C. MAX. 36" FENCE POST DRIVEN MINIMUM 16" INTO GROUND -SILT STOP EMBED IN GROUND 8" MIN. _ ...: ..._....... ... .... M 8 MIN. ,0 SECTION p� ptBZSpECnVE�SOIL BACKF7LL cam' SEDIMENT CONTROL FENCE DETAIL NTS .STANMRD _SPFrTFTr.ATTONS FOR SILT FENCE DEFINITION A TEMPORARY BARRIER OF GE07EX71LE FABRIC INSTALLED ON THE CONTOUR ACROSS A SLOPE TO INTERCEPT SEDIMENT LADEN RUNOFF FROM SMALL DRAINAGE AREAS OF DISTURBED SOILS PURPOSE TO REDUCE RUNOFF VELOCITY & TO EFFECT DEPOS17ION OF TRANSPORTED SEDIMENT LOAD. APPLICATION - MAXIMUM ALLOWABLE SLOPE LENGTHS CONTR16UIING RUNOFF TO THE FENCE PLACED ON A SLOPE: 1:2 SLOPE (50%) 25 FT 1:3 SLOPE (33%) 50 FT 1:4 SLOPE (25%) 75 FT 1:5 SLOPE OR LESS 100 FT - MAXIMUM DRAINAGE AREA FOR OVERLAND FLOW SHALL NOT EXCEED 1/4 ACRE PER 100 FEET OF FENCE WITH MAXIMUM PONDING DEPTH OF 1.5 FEET. - EROSION WILL OCCUR AS SHEET EROSION. - CONCENTRATED WATER FLOW SHALL NOT BE DIRECTED TO FENCE. DESIGN CRITERIA - ALL SILT FENCES SHALL BE PLACED AS CLOSE TO 714E DISTURBED AREAS AS POSSIBLE, W714 A MINIMUM OF 10 FEET FROM 714E TOE OF A SLOPE. THE AREA BEYOND 714E FENCE MUST BE UNDISTURBED OR STABILIZED. ROADWAY 4" WOVEN STABILIZATION --J ABSORPTION BED ROAD FABRIC STONE AGGREGATE J 10' BED WIDTH 4' CHAMBER SPACING INFILTRATOR H-20 CHAMBER PER PLAN ABSORPTION FIELD SECTION NTS Ak 34" CHAMBER WIDTH INFILTRATOR H-20 CHAMBER SECTION 36' FENCE POST NTS SILT STOP EMBED IN GROUND 8" MIN. UNDISTURBED GROUND — JtNJI11Vt AKtAJ IV t7t t'KVIt(:ItU d1 JILT ttNl.t MAIGC IYCCU TO BE REINFORCED BY USING HEAVY WIRE FENCING FOR ADDED SUPPORT. - NMERE THE ENDS OF THE SILT FENCE COME TOGETHER, THE TWO ENDS SHALL BE OVERLAPPED, ROLLED TOGETHER AND STAPLED TO PREVENT SEDIMENT BYPASS AT THESE CONNECTIONS FABRIC MATERIAL CRITERIA GRAB TENSILE STRENGTH: 90 LBS AS7M 01682 ELONGA71ON AT FAILURE: 50% ASTM 01682 CONSTRUCTION SPECTRCATIONS 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OR STAPLES POST SHALL BE STEEL EITHER Or OR "U" TYPE OR HARDWOOD. 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED EVERY 24' AT TOP AND MID SECTION. FENCE SHALL BE WOVEN WIRE, 6" MAX. MESH OPENING J. WHEN TWO SEC77ONS OF FILTER CL07H ADJOIN EACH OTHER THEY SHALL BE OVER -LAPPED BY 6-INCHES AND FOLDED. FILTER CL07H SHALL BE EITHER FILTER X, MIRAFI IOOX, STABILINKA T14ON OR APPROVED EQUIVALENT. 4. PREFABRICATED UN175 SHALL BE GEOFAB, ENVIROFENCE OR APPROVED EQUIVALENT. 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE. IMBER HT 4" MIN. TOPSOIL, SEED, MULCH & ESTABLISH TURF -8" MIN. I7EM-4 GRAVEL SUBBASE COURSE OEM AI E h�I MEME ME11 =1Ia�1• ��= =1�z =1�z� =��-1 1m,=A—m B —,ME —1---M�1B-- —1MEN =11� =11 111E 111111111 111111111 = 1 75' EFFECTIVE LENGTH INFILTRATOR H-20 CHAMBER PROFILE NTS INSTALL POLYETHYLENE EXTENSION TO GRADE WITH TAMPER RESISTANT ACCESS COVER (NON -TRAFFIC AREAS) 1/4" PER FOOT 2" MIN. SLOPE 4" PVC SCH-40 HOUSE SEWER CHAMBER 1 SEDIMENTATION CHAMBER 59" CHAMBER 2 AEROBIC CONTACT MA77ON CHAMBER SA L COR UV DISINFECTION UNIT ELECTRICAL JUNCTION BOX W17H INDICATORS - AND ALARM CONTACTS LEVEL 4' PIPE TREATMENT PLANT EFFLUENT V SECTION A -A III INSTALL POLYETHYLENE EXTENSION TO GRADE WITH TAMPER RESISTANT ACCESS COVER (NON -TRAFFIC AREAS) INSTALL SALCOR ULTRAVIOLET TREATMENT UNIT 1/8" PER FOOT MIN. SLOPE 4" PVC SCH-40 EFFLUENT 28" DIA. POLY BASIN, 100 GAL DISINFECTION SUB - ASSEMBLY HANDLE FOR REMOVAL SUPPORT FRAME & - - GASKET UV LAMP QUARTZ BE & TEFLON COVER N07E: NOT ALL DIMENSIONS TO SCALE SALCOR UV DISINFECTION UNIT NTS 31.5" 1/8" PER FOOT MIN. SLOPE 4" PVC SCH-40 EFFLUENT SEWER TO INFILTRATOR CHAMBERS FUJI CLEAN USA MODEL CE-5 ENHANCED TREATMENT UNIT MAINTENANCE CONTRACT NOTE FUJI CLEAN ENHANCED TREATMENT UNIT & UV VESSEL DETAIL A MAINTENANCE AND SERVICE CONTRACT BETWEEN SYSTEM NTS OWNER AND MANUFACTURER'S REPRESENTATIVE IS REQUIRED FOR SEMI-ANNUAL INSPECTION AND SERVICE OF THE FUJICLEAN CE-5 ENHANCED TREATMENT UNIT. WASTEWATER SYSTEM SETBACK SCHEDULE PROPERTY LINE WELL WATERLINE HOUSE LAKE GEORGE SEPTIC TANK, PUMP STATION, FORCE MAIN, EFFLUENT SEWER 10, 50' 10, 10, SO' ABSORPTION FIELD 10, 100, 10, 20' 100, Dig (Safely. New/,York ■ Cali Before You Dig 0 Wait The Required Time E Confirm Utility Response N Respect The Marks ® Dig With Care 800-962.7%2 www.digeafe"wyork.com TAX MAP # 227.9-1-9 TOWN OF OUEENSBURY LOCAL BOARD OF HEALTH APPROVAL RESOLUTION - BOH 82, 2022 RESOLUTION APPROVING CARL AND'NUCHELE WEINER'S NOW, THEREFORE, BE 1T BE TT FURTHER, APPLICATION FOR SANITARY SEWAGE DISPOSAL VARIANCES I RESOLVED, that RESOLVED, that the Enhanced Treatment Unit (ETU} shall be maintained by the property RESOLUTION NO.: BOii 82, 2Q22 owner in accordance with the manufacturer's recommendations for the life of the system, and 1. due to the nature of the variances, the Local Board of Health determines that the INTRODUCED BY: Mr. Timothy McNulty WHO MOVED ITS ADOPTION variances would not be materially detrimental to the purposes and objectives of this BE IT FURTHER, Ordinance or other adjoining properties nor otherwise conflict with the purpose and SECONDED BY: Mr. Anthony Metivier objectives of any Town plan or policy, and RESOLVED, that the Town Board authorizes and directs the Town Clerk to forward by 2. the Local Board. of Health finds that the. granting of the variances is necessary for the certified mail a certified copy of this Resolution to the Adirondack Park Agency for its review, and WHEREAS, Carl and Michele Weiner (Applicants) filed an application for variances from reasonable use of the land and are the minimum variances which would alleviate the provisions of the Town of Queensbury On -Site Sewage Disposal Ordinance, Chapter 136 to install specific unnecessary hardship found by the Local Board of Health to affect the BE IT FURTHER, a replacement septic system with the: Applicants; and RESOLVED, that this approval Resolution shall not be effective until 30 days after such 1. Absorption field to be located 63' from the shoreline in lieu of the required 100' BE IT FURTHER, notice to the Adirondack Park Agency and shall be subject to review by the Adirondack Park setback, Agency during such period. 2. Absorption field to be located I' from the westerly property line in lieu of the RESOLVED, that the Local Board of Health hereby approves the application of Carl and required10' setback; Michele Weiner for variances from the Sewage Disposal Ordinance to install a replacement septic Duly adopted this I day of October, 2022, by the following vote: 3. Effluent Sewer Line to be bated 4' from the westerlyproperty line in lieu of the P P�3' � systemwith the: AYES : Mr. Feroie, Mr. McNulty, Mr. Strough, Mr. Metivier required' 10' setback; and 4. House Sewer Line to be located 4' from the westerly property line in lieu of the 1. Absorption field to be located 63' from the shoreline in lieu of the required 100' NOES :None required 10' setback; setback; ABSENT: Mr. Freer 2. Absorption field to be located V from the westerly property line in lieu of the on property located at 114 Rockhurst Road in the Town of Queensbury, and required 10' setback; !� BM �� Tom Ct�c of the Tom of tltreerebtitx WarrenCaft b 3. Effluent Sewer Line to be located 4' from the westerly property line in lieu of the New ft do hft ce* that i have iompamd the wish the WHEREAS the Town Clerk's Office published the Notice of Public in the Town's P H8 � required l0' setback' and forreping above d a W _ '� �d� Q o9� t n Board of the Toum Board of the Towm of Que�sbory !� on e 1 -I+h day of official newspaper and the Local Board of Health duly conducted a public hearing concerning the 4. House Sewer Line to be located 4' from the westerly property line in lieu of the ft.4Djp i 1- - 2022 at whlch a brio was pm9W and ttiat the same is a cowl irans#t twatrorn and of the whole odpfiat thereat variance requests on Monday, October 17a`, 2022, and required 10' setback, IN Wti M MR , t bw pereto set my hand W the SEAL. at sold Town r ,2022 WHEREAS, the Town Clerk's Office has advised that it duly notified all property owners on property located at 114 Rockhurst Road in the Town of Queensbury and bearing Tax Map No: within 500 feet of the subject property, 227.9-1-9, and '$Memm twatrY TAX MAP # 22Z9-1-9 Dig 'p'F' Safely. New York ® Call Before You Dig ■ Wait The Required Time ■ Confirm Utility Response ® Respect The Marks ■ Dig With Care 800-962-7962 www.dig"feWmwyork.com D Split Rail Fence CIRF NEW 10'W x 3WL CRUSHED —� STONE ABSORPTION BED W1T►i (2) ROWS OF (6)- 34" WIDE TRAFFIC RATED OPEN -BOTTOM GRAVELLESS CHAMBERS I One Story Wood Frame House A/C }g J �7 Concrete- Drive <i 227.9-1-7 113 Rockhurst R-oa"d— Lands of Lorraine Dickinson B:1161 P: 58 LAKE WATER SUPPLY " NEVd 4" PVC SCH-40 - HOUSE SEWER 2% MIN. SLOPE C) Lands N/F of Lambert's Landing LLC 8:5023 P:173 LAKE WATER 227.9-1-8 SUPPLY CIRF NM17 _� °`� S 79'00'00" E s'c*�, N � p CIRF _ = ,64.00' 6'' Shed 12" Spruce 63 All)ABS E4. t o SIN N 227.9-1-�9 1 —" -10' I � ' 114 Rockhurst Road 28" He lock "' PT-1 ® � � Lands of � Deck r .a Carl 8c Michele Weinbr ' _ VERTICAL DATUM TP-1 Z °0 B: 4226 P: 265;?� NORTH AMERICAN VERITCAL DATUM OF 1929 (NGVD29) c AArea 1415` 6.2 Sq. Feet 0.N Acres I I I F , � I (n LANK WATER I 0.) SOPPLY t 0 y � 1 o ; = 4i O Fireplac I ; - v_ ] NEW 4" PVC SCH-40 EFFLUENT SEWER y; NEW 28" POLY BASIN 4� W I RISER FOR UV UNIT �Playhous- I NEW NORWECO ` d� ENHANCED TREATMENT UNIT j NEW V1 PVC SCH-40 HOUSE SEWER r• t 6 y t ' 1 i � ✓^"� � � Y � t i F 4 € ; } t t i 1 ; % III i ;;Ii Si fF 332.99ke �J ' �,= j A a ._. ? 21 ii}S i?'t i .. '. G F :. 3 j:=. " NEW 4 PVC SCH-40 " HOUSE SEWER { Si c 1 1 "NA, F Retainincf Wall Lake George i= F2 SF i, i FF=328.04.0 Cone eW te alk < j < V. Covered 1 1 F S .��f: YYY ti tl I Dock ,"0, � r F�I 1 W I �"0 10 Ramp _ Shed \ . -1� I € I x° t S�I I 5 �; 01 y. ' 1 NEW 4" PVC SCH-40 t t a U HOUSE SEWER 44' IM�ape WL WL WL WL L WL I W WL WL WL 0 1 i � } 1F 1' � 4" apl LAKE WATERINTAKE I APPROXIMATE LOCATION Concrete `\' ( 24" Hem t � q o 30" Hemloc I 1 e» 4" PVCSCH-40 � ' 10' P.L. SETS G CLEAN-OUT\ �TOGRADE(T(P) Propane Tanks;. ,. �' _= 12" Helock ; 1 o enerato 2 F I 4 i i 4 Fy 1� 1F ii NM 6 @ �' Stockade Fern e Stockad Fence ry / / Q% 1 "". f +> � # 227.9-1-6 CIRS St 1 • N 79'00'00" W Nail Set in Root 10'f 111 Rockhurst Road 1 227.9-1-10 /o "� s Lands N/F of - i 1z 1 �; ' i1 �'ii� 112 Rockhurst Road John & Carolyn Swan y F,2 � � F � "'A, A Lands N/F of 8:5107 P:35 F. ���:` Garage Eric K Cottrell LAKE WATER B:1441 P:102 SUPPLY LAKE WATER SUPPLY WASTEWATER SYSTEM PLAN SCALE: 1 "=10' GRAPHIC SCALE 5 0 2.5 5 10 20 IN FEET ) SEPTIC VARIANCE SUMMARY NYSDOH APPENDIX 75 A WASTEWATER TREATMENT STANDARDS TABLE 2 SEPARATION REQUIREMENTS 1. ABSORPTION FIELD TO SHORELINE 100' REQUIRED 63'PROPOSED 37OF RELIEF REQUESTED 2. ABSORPTION FIELD TO WESTERLY PROPERTY LINE 10' REQUIRED 1'PROPOSED 9' OF RELIEF REQUESTED 3. EFFLUENT SEWER LINE TO WESTERLY PROPERTY LINE 10' REQUIRED 4'PROPOSED 6' OF RELIEF REQUESTED 4. HOUSE SEWER LINE TO WESTERLY PROPERTY LINE 10' REQUIRED 4'PROPOSED 6' OF RELIEF REQUESTED SITE SOILS DATA TEST PIT TP-1 - 8110122 BY: T. HUTCHINS, P.E. AREA OF PROP. ABSORPTION FIELD 0-4" TOPSOIL/GRASS 4-60" MIXED SAND & CONCRETE & BRICK DEBRIS FROM OLD H07EL NO BOUNDARY COND177ON ENCOUNTERED PERCOLATION TEST PT-1 - 8110122 BY: T. HUTCHINS, P.E. STABILIZED PERCOLA77ON RATE: 4 MIN/IN IN BLENDED NA77VE AND FILL MATERIAL SITE LOCATION LOCATION MAP RECORD DRAWING NOTE: A REPRESENTATIVE OF OUR OFFICE VISITED THE SITE DURING CONSTRUCTION AND IT IS MY OPINION THAT THE SYSTEM IS INSTALLED IN GENERAL CONFORMANCE WITH THE APPROVED PLAN AND THIS RECORD DRAWING FINAL SURFACE FINISHING AND TURF ESTABLISHMENT IS ONGOING. G. THOMAS HUTCHINS, P.E. 1112212022 Dig "Safely. New I York IfflCall Before You Dig ® Wt •Th R ' d T• T s Mr NEIGHBORHOOD MAP SITE LOCATION INSTALLATION DATE: 1112212022 INSTALLED BY - ELLSWORTH & SON EXCAVATING TAX MAP # 227.9-1-9 ai a equire ime ®Confirm Utility Response 2 RECORD DRAWING 1 ADDED APPROVAL RESOLUTION (SHEET S3) — ISSUED FOR PERMIT ®Respect The Marks ®Dig With Care 0 ISSUED FOR SEPTIC VARIANCES 8 0 0— 9 6 2— 7 9 6 2 www.digsafelynewyork.com No. Revisions WASTEWATER SYSTEM PLAN -c OF N MAP REFERENCE: BASE MAP INFORMATION FROM "MAP OF A SURVEY ��� ON prepared for. - MADE FOR CARL AND MICHELE WEINER, IN THE or Carl & Michele Weiner TOWN OF QUEENSBURY, WARREN COUNTY, NEW i r~ YORK. DATED FEBRUARY 1, 2022. PREPARED BY.- rnn 7'/,F 114 Rockhurst Road Town of Queensbury, County of Warren, State of New York it D u S e �w� ® o Drawn: JRS/LWD/WGC Checked: GTH Scale: NOTED Date: n ��vv e V e s eo � 6 �Qc, 79 169 Haviland Road T A s 1112312022 10 20 2022 911512022 Date 4=Zl L1Y°V@370Y'S ALTERATION OF T IS DOCUMENT EXCEPT Queensbury, NY 12804 292001-01 169 Haviland Road Queensbury, New York 12804 BY A LICENSED PROFESSIONAL ENGINEER (518) 745-0307 Phone -S1 (518) 792-6474 New York Lie. No. 50135 1IS A VIOLATION OF NYS EDUCATION LAW. Hutchins Engineering PLLC (518) 745-0308 Fax WASTEWATER SYSTEM DESIGN 3—BEDROOM RESIDENCE WATER SAVING FIXTURES (1.6 GPF MAX. FLUSH, 3.0 GPM MAX. FAUCETS) DESIGN FLOW — 110 GPD/BEDROOM SYSTEM DESIGN FLOW - 330 GPD PRETREATMENT TANK — FUJICLEAN MODEL CE-5 E.T.U. DESIGN APPLICATION RATE: 0.8 GPD/SF, BASED ON 6-7 MIN/IN PERCOLATION RATE (BLEND OF NATIVE & FILL SOILS) ABSORPTION BED AREA REQ'D = (330 GPD)/(0.8 GPD/SF) = 413 SF 339 E.T.U. REDUCTION AREA REQ'D = 276 SF ABSORPTION BED AREA PROVIDED = 10 z30' = 300 SF WITH 2 LATERALS OF 4 H2O CHAMBERS WASTEWATER SYSTEM FILL MATERIAL NOTES AFTER REMOVING ORGANICS TOPSOIL AND DEBRIS, 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 107. 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 151'. OF THE MATERIAL BY WEIGHT SHALL BE LARGER THAN A 1/2" SIEVE. ABSORPTION AREA SYSTEM FILL MATERIAL SHALL BE INSTALLED TO PROVIDE MINIMUM OF 3—FEET BETWEEN BOUNDARY CONDITION 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. SYSTEM MATERIAL SPECIFICATIONS 34" WIDE OPEN -BOTTOM GRAVELLESS CHAMBER OPEN —BOTTOM CHAMBERS TO BE INFILTRATOR H-20 HIGH CAPACITY. HOUSE SEWER PIPE PIPING TO BE 4" SCH-40 PVC. INSTALL WITH 114" PER FOOT MINIMUM SLOPE. EFFLUENT SEWER PIPE PIPING TO BE 4" SCH-40 PVC. INSTALL WITH 1/8" PER FOOT MINIMUM SLOPE. ABSORPTION BED AGGREGATE STONE IS TO BE 3/4" TO 1-1/2" WASHED CRUSHED STONE. FILTER FABRIC FILTER FABRIC TO BE 4.8 OZ/SY NON -WOVEN SEPARATION FABRIC, TENCATE MIRAFI 140N OR EQUIVALENT. STABILIZATION FABRIC STABILIZATION FABRIC TO BE WOVEN GEOTEXTILE WITH POLYPROPYLENE YARNS, THRACE L1NQ GTF-300 OR EQUIVALENT. FILL MATERIAL FILL MATERIAL TO BE GRANULAR LOAMY SAND AS DESCRIBED IN "FILL MATERIAL NOTES." TOPSOIL PLACE 4" MINIMUM TOPSOIL OVER ENTIRE ABSORPTION FIELD AREA. SEED AND ESTABLISH TURF. 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 PLACEMENT OF SYSTEM FILL AND EXCAVATION OF 10' WIDE X 30' LONG ABSORPTION BED TO THE DEPTHS 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 BE AS SHOWN, AND CARE SHALL BE EXERCISED TO AVOID INCLUSION OF FINE GRAINED SOILS AND WASTE MATERIAL IN THE STONE AND PIPE. THE PIPE SHOULD BE LAID AT THE GRADES INDICATED, MAINTAINING STRAIGHT CONTINUOUS GRADES WITHOUT SAGS, HUMPS, SEPARATED JOINTS, OR OTHER UNSUITABLE CONDITIONS. PIPE SHALL BE LAID WITH HOLES DOWN IN ALL CASES. 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 PIPING HAS BEEN INSTALLED. THE WASTEWATER TREATMENT SYSTEM IS DESIGNED AND APPROVED BASED UPON THE INSTALLATION OF WATER CONSERVING FIXTURES AND A DESIGN FLOW OF 110 GPO PER BEDROOM. THE SYSTEM IS NOT DESIGNED TO ACCOMMODATE EXTREME WATER USE FIXTURES, SUCH AS JACUZZI—TYPE SPA TUBS OR WATER TREATMENT EQUIPMENT THE INSTALLATION OF NON —CONSERVING WATER FIXTURES OR EXTREME WATER USE FIXTURES IS CONTRARY TO THE APPROVAL OF THIS WASTEWATER TREATMENT SYSTEM. ROOF, FOOTING, GARAGE, CELLAR AND SURFACE WATER DRAINAGE MUST BE 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 TOWN OF QUEENSBURY 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. 10'-0" 36" FENCE POST DRIVEN O.C. MAX. MINIMUM 16" INTO GROUND SILT STOP EMBED IN GROUND 8" MIN. STANDARD SPECIFICATIONS FOR SILT FENCE DEFINITION A TEMPORARY BARRIER OF GEOTEXTILE FABRIC INSTALLED ON THE CONTOUR ACROSS A SLOPE TO INTERCEPT SEDIMENT LADEN RUNOFF FROM SMALL DRAINAGE AREAS OF DISTURBED SOILS. PURPOSE TO REDUCE RUNOFF VELOCITY & TO EFFECT DEPOSITION OF TRANSPORTED SEDIMENT LOAD. APPLICATION — MAXIMUM ALLOWABLE SLOPE LENGTHS CONTRIBUTING RUNOFF TO THE FENCE PLACED ON A SLOPE. 1:2 SLOPE (507.) 25 FT 1:3 SLOPE (33%) 50 FT 1:4 SLOPE (259a) 75 FT 1:5 SLOPE OR LESS 100 FT — MAXIMUM DRAINAGE AREA FOR OVERLAND FLOW SHALL NOT EXCEED 1/4 ACRE PER 100 FEET OF FENCE WITH MAXIMUM PONDING DEPTH OF 1.5 FEET. — EROSION WILL OCCUR AS SHEET EROSION. — CONCENTRATED WATER FLOW SHALL NOT BE DIRECTED TO FENCE. DESIGN CRITERIA — ALL SILT FENCES SHALL BE PLACED AS CLOSE TO THE DISTURBED AREAS AS POSSIBLE, WITH A MINIMUM OF 10 FEET FROM THE TOE OF A SLOPE. THE AREA BEYOND THE FENCE MUST BE UNDISTURBED OR STABILIZED. ROADWAY 36" FENCE POST SILT STOP EMBED IN GROUND 8" MIN. UNDISTURBED GROUND wl — SENSITIVE AREAS TO BE PROTECTED BY SILT FENCE MAYBE NEED TO BE REINFORCED BY USING HEAVY WIRE FENCING FOR ADDED SUPPORT — WHERE THE ENDS OF THE SILT FENCE COME TOGETHER, THE TWO ENDS SHALL BE OVERLAPPED, ROLLED TOGETHER AND STAPLED TO PREVENT SEDIMENT BYPASS AT THESE CONNECTIONS. FABRIC MATERIAL CRITERIA GRAB TENSILE STRENGTH : 90 LBS ASTM D1682 ELONGATION AT FAILURE: 507. ASTM D1682 CONSTRUCTION SPECIFICATIONS 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OR STAPLES. POST SHALL BE STEEL EITHER "T" OR "U" TYPE OR HARDWOOD. 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED EVERY 24" AT TOP AND MID SECTION. FENCE SHALL BE WOVEN WIRE, 6" MAX. MESH OPENING. 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVER —LAPPED BY 6—INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER FILTER X, MIRAFI 100X, STABILINKA T140N OR APPROVED EQUIVALENT. 4. PREFABRICATED UNITS SHALL BE GEOFAB, ENWROFENCE OR APPROVED EQUIVALENT. 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE. —10' BED WIDTH- 4' CHAMBER SPACING 4" ABSORPTION FIELD SECTION NTS 34" CHAMBER WIDTH INFILTRATOR H-20 CHAMBER SECTION NTS IMBER HT 4" MIN. TOPSOIL, SEED, MULCH & ESTABLISH TURF -8" MIN. ITEM-4 GRAVEL SUBBASE COURSE 75" EFFECTIVE LENGTH INFILTRATOR H-20 CHAMBER PROFILE NTS 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 59" 2" CHAMBER 1 CHAMBER 2 SEDIMENTATION NAEROBIC CONTACT CHAMBER �,LTRAT[ON CHAMBER I�lrl�d�� l��L�1C�1_•� R�Ir1���L�7 ENHANCED TREATMENT UNIT 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 ENHANCED TREATMENT UNIT. AEROBIC C FILTRA71ON I INSTALL POLYETHYLENE EXTENSION TO GRADE WITH TAMPER RESISTANT ACCESS COVER (NON -TRAFFIC AREAS) INSTALL NORWECO ULTRAVIOLET TREATMENT UNIT 1/8" PER FOOT MIN. SLOPE 4" PVC SCH-40 EFFLUENT SEWER 28" DIA. POLY BASIN, 100 GAL NTS 31.5" 1/8" PER FOOT MIN. SLOPE 4" PVC SCH-40 EFFLUENT SEWER TO INFILTRATOR CHAMBERS FUJICLEAN ENHANCED TREATMENT UNIT & UV VESSEL DETAIL NTS wM10109 . &," EM Call Before You Dig Wait The Required Time Confirm Utility Response Respect The Marks Dig With Care 800-962-7962 www.digsafelynewyork.com TAX MAP # 227.9-1-9 RESOLUTION APPROVING CARL AND MICHELE WEINEWS NOW, THEREFORE, BE IT BE IT FURTHER, APPLICATION FOR SANITARY SEWAGE DISPOSAL VARIANCES RESOLVED, that RESOLVED, that the Enhanced Treatment Unit (ETU) shall be maintained by the property RESOLUTION NO.: BOH 82, 2022 owner in accordance with the manufacturer's recommendations for the Iife of the system, and 1. due to the nature of the variances, the Local Board of Health determines that the INTRODUCED BY: Mr. Timothy McNulty WHO MOVED ITS ADOPTION variances would not be materially detrimental to the purposes and objectives of this BE IT FURTHER, Ordinance or other adjoining properties nor otherwise conflict with the purpose and SECONDED BY: Mr. Anthony Metivier objectives of any Town plan or policy; and RESOLVED, that the Town Board authorizes and directs the Town Clerk to forward by 2. the Local Board of Health finds that the granting of the variances is necessary for the certified mail a certified copy of this Resolution to the Adirondack Park Agency for its review, and WHEREAS, Carl and Michele Weiner (Applicants) filed an application for variances from reasonable use of the land and are the minimum variances which would alleviate the provisions of the Town of Queensbury On -Site Sewage Disposal Ordinance, Chapter 136 to install specific unnecessary hardship found by the Local Board of Health to affect the BE IT FURTHER, a replacement septic system with the: Applicants; and RESOLVED, that this approval Resolution shall not be effective until 30 days after such 1. Absorption field to be located 63' from the shoreline in lieu of the required 100' BE IT FURTHER, notice to the Adirondack Park Agency and shall be subject to review by the Adirondack Park setback; Agency during such period. 2. Absorption field to be located 1' from the westerly property line in lieu of the RESOLVED, that the Local Board of Health hereby approves the application of Carl and required 10' setback, Michele Weiner for variances from the Sewage Disposal Ordinance to install a replacement septic Duly adopted this 17u' day of October, 2022, by the following vote: 3. Effluent Sewer Lane to be located 4' from the westerly property line in lieu of the system with the: AYES : Mr. Ferone, Mr. McNulty, Mr. Strough, Mr. Metivier required 10' setback; and 4. House Sewer Line to be located 4' from the westerly property line in lieu of the 1. Absorption field to be located 63' from the shoreline in lieu of the required 100' NOES :None required 10' setback; setback; ABSENT: Mr. Freer 2. Absorption field to be located V from the westerly property line in lieu of the on property located at 114 Rockhurst Road in the Town of Queensbury, and required 10' setback; 3. Effluent Sewer Line to be located 4' from the westerly property line in lieu of the r, Betty Murphy, Deputy Town Clerk of the Town of e Warren County, Hew York, do hereby certify that 1 have compared the fore g e foregoing with the WHEREAS, the Town Clerks Office published the Notice of Public Hearing in the Towns required 10' setback; and original resolution as rested above adopted at a ICLI ,rr meeting of the Town Board of the Town of Queensbury held on e 1 � day of official newspaper and the Local Board of Health duly conducted a public hearing concerning the 4. House Sewer Line to be located 4' from the westerly property line in lieu of the (DL+D(©{ eV— 2= at which a quorum was present and that the same is a correct transcript therefrom and of the whole original thereof variance requests on Monday, October 17cn , 2022, and required 10' setback; to date, 1N WITNESS THEREOF I lave hereto set my hand and the SEAT. of said Town of Queensbury; this 1gVh fiat of f cft)to .r , 2022 WHEREAS, the Town Clerk's Office has advised that it duly notified all property owners on property located at 114 Rockhurst Road in the Town of Queensbury and bearing Tax Map No: . - within 500 feet of the subject property, 227.9-1-9, and , SEAL SIGNM _ Betty Murphy Deputy Town lell t - TM Of QUee TAX MAP # 227.9-1-9 EM Call Before You Dig Wait The Required Time ® Confirm Utility Response • Respect The Marks ® Dig With Care 800-962-7962 www.digsafelynewyork.com