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SEP-0582-2022 Office Use Only;,.: SEPTIC,;VARIANCE: p - Permit#: c�C:-t ✓82-�Z2- APPLICATION Permit Fee: Town of Qgmcnsbury I - Invoice#: 742 Bay Road,Queensbury,NY 12804 P:518-761-8256 www.gueensbury.net Approvals: Submittal: 1 (one) original & 8 copies of the completed application package PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL Section 1: Contact Information: Property Owner's): Lorraine W Dickinson Trust Owner's agent: Hutchins Engineering PLLC Address: 239 Vaughn Road Address: 169 Haviland Road Hudson Falls, NY 12839 Queensbury, NY 12804 Phone#: Phone#: 518-745-0307 Email: Email: thutchins@hutchinsengineering.com Section 2: Site Information: Site Address: 113 Rockhurst Road Tax ID#: 227.9-1-7 Directions to site: from NY-91- N turn right onto Cleverdale Road for 0.8 miles right onto Rockhurs1M for 0.7 miles; parcel on left side D E Ou" E 9 W Section 3: Lace water supply SEP 1 2022 Distance from Q on property to septic system (if applicable) 75 y fe t Section 4: TOWN OF QUEENSBIIf1Y Is it possible to install a conforming septic system on this property? ❑Yes o BUILDING&CODES If YES, please explain and attach a diagram: Section 5: Does the proposed system meet setback requirements for distance from wells&septic systems on neighboring properties? *Yes ❑ No If NO, please explain: No Neighboring Wells Section 6: Is the proposed system to be installed under a parking area? ❑Yes No 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.): See Attached Variance Summary Septic variance Application Revised December 2021 l i Section 8: i List the names, parcel addresses, and tax map numbers of all adjoining property owners, You may obtain this information from the Town of Queensbury's Assessor's Office: North Name Lamberts Landing LLC - Address 117 Rockhurst Road Tax Map ID 2217.9-1-8 South Name . John A. Swan Address 111 Rockhurst Road Tax Map ID 227.9-1-6 East Name Carl Weiner Address 114 Rockhurst Road Tax Map ID 227.9-1-9 West Name Lake George Address Tax Map ID Section 9• OWNER STATEMENT Me,do,hereby;relieve the Town of Queensbury from any liabilities on the plumbing and septic system located at: 113 Rockhurst Rd ` . I/We realize that putting the well, septic tank or leaching system less than the required feet from the Lake Water Supply may increase the risk of pollution. Owner—Print Name: Lorraine W Dickinson Trust Owner—Signature: Date: Section 10: NEIGHBOR OR TENANT RELEASE STATEMENT(if applicable) I/We do hereby relieve the Town of Queensbury from any liabilities on the plumbing and septic system located at: . I/We realize that putting the well, septic tank or leaching system less than the required feet from the _may increase the risk of pollution. Neighbor/Tenant—Print Name: Neighbor/Tenant-Signature: Date: Septic Variance Application Revised December 2021 ,Y 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: I orral.ne W Dickinson Trust Hutchins Engineering PLLC Designates: as agent regarding the Septic Variance for Site Address: 1-1_3_Rockhurst_Road Tax Map #: 227.9 1-7 Errgineerinp, Fee Disclosure:--Applications may be referred to the Town consulting 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 application 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 activity subsequent to approval by the Town Board of Health. It is the applicant's responsibility to obtain any additional permits. OfficiahMeeting Minutes-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,the undersigned, have thoroughly read and understand the instructions for submission;agree to the submission requirements and completed checklist: OWNER—PRINT NAME: Lorraine W Dickinson Trust _ OWNER—SIGNATURE: DATE: a AGENT—PRINT NAME :G homas Hutc 'ns, R—E AGENT—SIGNATURE: - DATE: 'Septic Variance Application Revised December 2021 169 Haviland Road Queensbury, NY 12804 Hutchins Engineering Phone: (518)745-0307 `_. Fax: (518)745-0308 September 16, 2022 DE � �K Town of Queensbury, Local Board of Health 742 Bay Road SEP 1Queensbury, NY 12804TOWN OF QRe: Lorraine W. Dickinson Trust BUILDING 113 Rockhurst Road, Queensbury Tax Map ID#: 227.9-1-7 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 the Lorraine W. Dickinson Trust, John Dickson, trustee, at the above- referenced residence. The proposed treatment system will consist of a FujiClean CE-5 enhanced treatment unit, 100- gallon polyethylene basin grinder pump, a 1,000 gallon precast concrete, heavy duty effluent pump station, and a 13'W x 241 crushed stone absorption bed with three rows of three 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 (75' proposed instead of required 100'), the absorption field setback to easterly property line (1' proposed instead of required 10'), Fuji Clean ETU to house (4' proposed instead of the required 10'), Fuji Clean ETU to property line (2.5' proposed instead of the required 10'), grinder pump to shoreline (33.5' proposed instead of the required 50'), forcemain to shoreline (34' proposed instead of the required 50'), forcemain to house (1.5' proposed instead of the required 10'), the effluent sewer line to house (6' proposed instead of the required 10'), the effluent sewer line to property line (5' proposed instead of the required 10'), the effluent pump station to house (3' proposed instead of the required 10'), and the effluent pump station to the property line (2' proposed instead of the required 10'). We respectfully request to be placed on the board schedule for the upcoming September 26 meeting. Please contact me if you have any questions or if you require additional information. Best Regards, G. Thomas Hutchins, P.E. Cc: John Dickinson, Trustee of Lorraine W. Trust G.Thomas Hutchins, P.E. thutchins@hutchinsengineering.com eorge LAKE W ATER INTAKE APPROXIMATE LOCATION FF 335.5± PROP.1.5" HOPE FORCEMAIN, PROVIDE T BURIAL DEPTH PROP. 40 GAL POLY PACKAGED GRINDER PUMP STATION PROP. W, PVC SCH-40 HOUSE SEWER LAKE WATER 227.9.1-8 SUPPLY Lands N/F of Lambert's Landing LLC 8:5023 P:173 6. c. I . v - I - V LAKE WATER 111 Rockhurst Road SUPPLY Lands N/F of John & Carolyn Swan B:5107 P:35 WASTEWATER SYSTEM PLAN SCALE: 1 "--10' GRAPHIC SCALE 5 0 2.5 5 10 20 ( IN FEET ) PROP. FWICLEAN CE-S ENHANCED TREATMENT UNIT PROP. low GAL HEAVY WIN PRECAST CONCRETE EFFWENT PUMP STATION WITH SALCOR UV DISINFECTION 227.9-1-9 114 Rockhurst Road Lands of Carl & Michele Weiner B:4226 P:265 LAKE WATER SUPPLY Stockade Fence VERTICAL DATUM NORTH AMERMAN VERTICAL DATUM! OF 1929 (NOVD29) SEPTIC VARIANCE SUMMARY 1. ABSORPTION FIELD TO SHORELINE I 00'REQUIRED 75' PROPOSED 25' OF RELIEF REQUESTED 2. ABSORPTION FIELD TO EASTERLY PROPERTY LINE 10' REQUIRED i'PROPOSED 9' OF RELIEF REQUESTED 3. Fuff CLEAN ETU TO HOUSE 10' REQUIRED 4'PROPOSED 6' OF RELIEF REQUESTED 4. Rar CLEAN ETU TO PROPERTY LINE 10' REQUIRED 2.5' PROPOSED 7.5' OF RELIEF REQUESTED 5. GRINDER PUMP TO SHORELINE 50' REQUIRED 33.5' PROPOSED 16.5' OF RELIEF REQUESTED 6. FORCEMAIN TO SHORELINE 50' REQUIRED 34'PROPOSED 16' OF RELIEF REQUESTED 7. FORCEMAIN TO HOUSE 10' REQUIRED 1.5' PROPOSED 8.5' OF RELIEF REQUESTED & EFFLUENT SEWER TO HOUSE 10' REQUIRED 6'PROPOSED 4' OF RELIEF REQUESTED 9. EFFLUENT SEWER TO PROPERTY LINE 10' REQUIRED 5'PROPOSED Y OF RELIEF REQUESTED 10. EFFLUENT PUMP STATION TO HOUSE 10' REQUIRED 3'PROPOSED 7 OF RELIEF REQUESTED 11. EFFLUENT PUMP STATION TO PROPERTY LINE 10' REQUIRED 2'PROPOSED 7 OF RELIEF REQUESTED MAP REFERENCE: 227.9 -1-10 BASE MAP INFORMATION FROM "MAP OF A SURVEY 112 Rockhurst Road LAKE WATER MADE FOR JOHN AND DAWD DICKINSON," IN THE Lands N/F of SUPPLY TOWN OF QUEENSBURY, WARREN COUNTY, NEW Eric K Cottrell YORK. DATED FEBRUARY 2, 2022. PREPARED BY B:1441 P:102 an Du s e,# Steves Land Surveyors 169 Hadland Road Queemb=7, Now York 12804 (518) 792-8474 New York Lie. No. 50135 INS SITE LOCATION LOCATION MAP .SITE SOILS DATA TEST PIT TP-1 - 811012022 BY TOM HUTCHINS, P.E. 0-6" - TOPSOIL 6-48" FINE & MEDIUM SAND WITH CONCRETE DEBRIS, BRICKS, ETC. FROM PREVIOUS BUILDING. DEBRIS TO BE REMOVED NO BOUNDARY CONDITION TO 48" SITE LOCA NEIGHBORHOOD MAP PRELIMINARY, FOR REVIEW ONLY, f SE1, is r0 OF eu� NGUEENSEU & Op0ESRY NOT FOR CONSTRUCTION FILE COPY WASTEWATER SYSTEM SETBACK SCHEDULE PROPERTY LINE WELL WATERLINE HOUSE LAKE GEORGE SEP77C TANK, PUMP STATION, FORCE 10, 50' 10, 10, 50' MAIN, EFFLUENT SEWER ABSORPTION FIELD 10, 100, 10, 20' 100, Dig 'Safely. NewPffork E Call Before You Mg ® Wait The Required Time ® confirm Utility Response N Respect The Marks M Dig With Care 800-962-7962 www.digsafe"wyork.com ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW. TAX MAP # 22Z9-1-7 227.9-1-7 SEP-0582-2022 Lorraine Dickinson Trust 113 Rockhurst Rd Septic Variance/Alteration 0 ISSUED FOR SEPTIC VARIANCES No. Revisions WASTEWATER SYSTEM PLAN prepared for: Lorraine W Dickinson Trust 113 Rockhurst Road Town of Queensbury, County of Warren, State of New York Drawn: JRS/LWD Checked: GTH Scale: NOTED Date: 169 Haviland Road Date Queensbury, NY 12804 29200o_O1_c�7l Hutchins Engineering PLLC (51s) 745-0307 Phone 9 9 (518) 745-0308 Fax WASTEWATER SYSTEM DESIGN 3-BEDROOM RESIDENCE DESIGN BASIS WATER SAWNGI FIXTURES (1.6 GPF MAX. FLUSH, 3.0 GPM MAX. FAUCETS) DESIGN FLOW - 110 GPD/BEDROOM SYSTEM DESIGN FLOW - 330 GPD PRETREATMENT TANK - FZUafAN MODEL CE-5 E.T.U. GRINDER PUMP STATION - 100 GAL PACKAGED POLYETHYLENE BASIN GRINDER PUMP TO BE LIBERTY PROVE PRG-100 SERIES, 22OV, 1 HP OR APPROVED EQUIVALENT, TO BE INSTALLED AT LAKESIDE BUNKROOM EFFLUENT PUMP STATION - 1000 GAL PRECAST CONCRETE, HEAVY DUTY WIDUPLEX ALTERNATING PUMPS & DEMAND DOSING DESIGN APPLICA71ON RATE: 0.8 GPD/SF, BASED ON 6-7 MIN/IN PERCOLATION RATE (BLEND OF NA71VE & FILL SOILS) ABSORPTION BED AREA REQ'D = (330 GPD)/(0.8 GPD/SF) = 413 SF 33% E.T.U. REDUC71ON AREA REQ'D = 277 SF ABSORPTION BED AREA PROVIDED = 13'x24' = 312 SF WITH THREE ROWS OF (3) H-20 34-W INFILTRATOR CHAMBERS WASTEWATER SYSTEM FILL MATERIAL NOTES AFTER REMOVING ORGANICS, TOPSOIL & DEBRIS, PLACE SYSTEM FILL OVER THE EN77RE AREA OF PROPOSED ABSORP7ION 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 1N THE RANGE OF 0.50mm TO 2.0mm. LESS THAN 15% OF THE MATERIAL BY WEIGHT SHALL BE LARGER THAN A 1/2- SIEVE. ABSORP7ION 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 ABSORP7ION BED AREA AND TAPER AREAS ABSORP7ION AREA SYSTEM FILL MATERIAL IS TO BE MECHANICALLY STABILIZED IN 12" LIM NTH TRACKED EQUIPMENT PRIOR TO INSTALLA71ON OF ABSORPTION TRENCHES INSTALLER TO NOTIFY ENGINEER OF PROPOSED SOURCE OF SYSTEM FILL MATERIAL PRIOR TO TRANSPORTING 70 SITE INSTALL POLYETHYLENE EXTENSION TO GRADE 107H TAMPER RESISTANT ACCESS COVER (NON -TRAFFIC AREAS) 1/4- PER FOOT MIN. SLOPE 4" PVC SCH-40 HOUSE SEWER 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 7HERMOPLAS71C PIPE AND CORRUGATED TUBING IN SEPTIC TANK LEACH FIELDS. AFTER PLACEMENT OF SYSTEM FILL AND EXCAVATION OF 13' 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 NTH 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 774E ABSORP7ION AREA AFTER PIPING HAS BEEN INSTALLED. THE WASTEWATER TREATMENT SYSTEM IS DESIGNED AND APPROVED BASED UPON THE INSTALLA77ON OF WATER CONSERVING FIXTURES AND A DESIGN FLOW OF 110 GPO PER BEDROOM. 774E SYSTEM IS NOT DESIGNED TO ACCOMMODATE EXTREME WATER USE FIXTURES, SUCH AS JACUZZI-TYPE SPA TUBS OR WATER TREATMENT EQUIPMENT. 774E 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 ABSORP7ION 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 774E CONTRACTOR TO IDENTIFY THE NECESSARY PARTIES AND REQUEST INSPECTIONS. SYSTEM MATERIAL SPECIFICATIONS 34" WIDE OPEN -BOTTOM GRAVRLESS 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 W17H 1/8- PER FOOT MINIMUM SLOPE FORCBWN PIPING TO BE 2" SDR-26 PVC. MAINTAIN 3' MINIMUM COVER AND POSITIVE DRAINBACK TO PUMP STATION. 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 SEPARA77ON FABRIC, TENCATE MIRAFI 140N OR EQUIVALENT. FILL MATERIAL FILL MATERIAL TO BE GRANULAR LOAMY SAND AS DESCRIBED IN "FILL MATERIAL NOTES - TOPSOIL PLACE 4" MINIMUM TOPSOIL OVER ENTIRE ABSORP71ON FIELD AREA. SEED AND ESTABLISH TURF. INSTALL POLYETHYLENE EXTENSION TO GRADE WITH TAMPER RESISTANT ACCESS COVER (NON -TRAFFIC AREAS) INSTALL SALCOR ULTRAVIOLET TREATMENT UNIT 2" 1/8" PER FOOT MIN. SLOPE 4' PVC SCH-40 EFFLUENT CHAMBER 1 CHAMBER 2 DIMENTA77ON A VAEROBIC CONTACT CHAM 3 CHAMBER TRATION CHAMBER AEROBIC ACT rRAnoN cH BER ALARM 3" ABOVE 'PUMP ON' & LAG PUMP ON 59" FLOAT SWITCHES — PUMP ON INSTALL INSIDE PUMP PIT IN LOCATION ACCESSIBLE WITHOUT PIT ENTRY PUMP OFF FUJI CLEAN USA MODEL CE-5 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 CE-5 ENHANCED TREATMENT UNIT. VOLUME OF DOSE TO BE 80± GALLONS ° e POLYETHYLENE EXTENSION & TAMPER RESISTANT COVER TRANSITION TO 4" PVC 1/4" PER FOOT MIN. SLOPE BALL CHECK VALVE 28" DIA. 40 GALLON POLYETHYLENE PUMP STATION EXTERIOR WEATHERPROOF CONTROL PANEL, ALARM & WATER SHUT -DOWN RELAY, MOUNTED ON SIDE OF HOUSE, IN COORDINATION WITH OWNER. SEAL CONDUIT WEATHER7IGHT ALL ELECTRICAL WORK TO BE INSPECTED BY A CERTIFIED ELECTRICAL INSPECTION AGENCY PRIOR TO START-UP OF PUMP STATION. 2" HDPE FORCEMAIN 2" SCH-40 PVC PIPING INSIDE WET WELL THROUGH BASIN WALL REDUCING TEE POINTED DOWNWARD WITH 1- BALL VALVE THROTTLED TO ALLOW TRICKLE DRAIN BACK INTO WETWELL BALL VALVE UNION - LOCATE SUCH THAT UNION CAN BE DISCONNECTED AND PUMP REMOVED WITHOUT TANK ENTRY NORMAL LIQUID LEVEL± SIMPLEX GRINDER PUMP GRINDER PUMP STATION DETAIL N7S 4" MIN. TOPSOIL, SEED, MULCH & ESTABLISH TURF 8" MIN. GRANULAR BACKFILL- PUMP STATION NOTES SEAL ALL TANK OPENINGS WATERTIGHT. PROVIDE AND INSTALL UL LISTED PACKAGED PUMP CONTROL PANEL WITH VISUAL AND AUDIBLE ALARM. INSTALL SIMPLEX, DEMAND DOSE CONTROL PANEL ON THE SIDE OF HOUSE IN COORDINATION WITH OWNER. PROVIDE HIGH —ALARM FLOAT WITH LOCAL AUDIO/VISUAL ALARM.. INSTALL POWER & CONTROL WIRING TO CONTROLLER WITH ALARM IN HOUSE 1N ACCORDANCE K17H MANUFACTURER'S INSTRUC71ONS AND NATIONAL ELECTRIC CODE (N.E.C.) REQUIREMENTS PUMP CONTROL AND FLOAT LEVEL TO BE INSTALLED TO PROVIDE A 15 GALLON DOSE. GRINDER PUMP PACKAGE TO BE LIBERTY PROVOKE 380 SERIES, 115V, I HP OR APPROVED EQUIVALENT. VERIFY EXISTING ELECTRICAL SERVICE PRIOR TO PURCHASING PUMP. ALL ELECTRICAL WORK TO BE INSPECTED BY A CERTIFIED ELECTRICAL INSPECTION AGENCY PRIOR TO START—UP OF PUMP STATION. 1 W ROADWAY z 13' BED WIDTH IW 4' CHAMBER SPACING I o r4" RE SYSTEM SAND FILL, J FILTER FABRIC J 4" PVC INTO END J INFILTRATOR H-20 —I STABILIZED IN 1-FT LIFTS, CAP OF CHAMBER CHAMBER PER PLAN PRIOR TO INSTALLING FIELD ABSORPTION FIELD SECTION INSTALL POLYETHYLENE EXTENSION TO GRADE WITH TAMPER RESISTANT ACCESS COVER (NON -TRAFFIC AREAS) INSTALL FLOAT SWITCHES TO OPERATE PUMP AND MAINTAIN LEVELS AS INDICATED BALL VAL VE INSTALL VALVES AND UNIONS SUCH THAT EITHER PUMP CAN BE ISOLATED AND REMOVED WITHOUT REQUIRING PIT ENTRY .O BALL CHECK VALVE -O FLOAT SWITCHES - INSTALL INSIDE PUMP PIT IN LOCA71ON ACCESSIBLE WITHOUT PIT ENTRY 16" MIN. d 1,000 GALLON PRECAST CONCRETE PUMP STA77ON FUJI CLEAN ENHANCED TREATMENT UNIT & PUMP STATION DETAIL NTS NIS ASSORP71ON BED STONE AGGREGATE SAL COR UV DISINFECTION UNIT ELECTRICAL JUNCTION BOX WITH INDICATORS - AND ALARM CONTACTS 4' PIPE--_,,� p�T WENT EFFLUENT CA SECTION A -A III � & Eli DISINFEC77ON SUB — ASSEMBLY HANDLE FOR REMOV4 SUPPORT FRAME & GASKET UV LAMP QUARTZ YUBE TEFLON COVER NOTE. • NOT ALL DIMENSIONS TO SCALE SALCOR UV DISINFECTION UNIT NTS MBER 4T 134" CHAMBER WIDTH INFILTRATOR H-20 CHAMBER SECTION NTS 75" EFFECTIVE LENGTH L INFILTRATOR H-20 CHAMBER PROFILE EXTERIOR WEATHERPROOF JUNCTION BOX NTS (IF NECESSARY). SEAL CONDUIT GAS 77GHT. INSTALL CONTROL PANEL IN HOUSE ALL ELECTRICAL WORK TO BE INSPECTED BY A CERTIFIED ELECTRICAL INSPEC71ON AGENCY PRIOR TO START-UP OF PUMP STATION. 2" MIN. DROP DISTRIBUTION BOX F BETWEEN INVERTS a° 7,00, v TRANSITION TO 4"--/,0, ° OUTSIDE OF D-BOX CONCRETE BAFFLE 20 MIN. USE SPEED LEVELERS TO ASSURE ° ALL OUTLETS ARE AT TAX MAP # 22Z9-1-7 EXACTLY THE SAME ELEVATION a 4" PVC SDR-35 SOLID HEADER TO MANIFOLD PIPING Dig 1/8- PER FOOT MIN SLOPE NeWISafelys murk 1-1/2- HDPE PUMP STATION NOTES E Call Before You Dig SDR-11 FORCEMAIN 0 Wait The Required Time ° SEAL ALL TANK OPENINGS WATERTIGHT. N Confirm fJBifty Response ° 2" SCH-40 PVC PIPING The N D g VAth CareMMarks INSIDE WET WELL THROUGH WALL PROVIDE AND INSTALL UL LISTED PACKAGED PUMP CONTROL 800-962-7962 PANEL W17H VISUAL AND AUDIBLE ALARM. INSTALL DUPLEX, 0 ISSUED FOR SEPTIC VARIANCES UNION - LOCATE SUCH THAT ALTERNATING, DEMAND DOSE CONTROL PANEL INSIDE HOUSE www.mgssfeiynewyork.com No. Revisions UNION CAN BE DISCONNECTED AND IN ACCESSIBLE LOCATION, SJE RHOMBUS IFS SINGLE PHASE PUMP REMOVED WITHOUT TANK DUPLEX DEMAND DOSE CONTROLLER. ENTRY WASTEWATER DETAIL REDUCING TEE POINTED DOWNWARD INSTALL POWER & CONTROL WIRING TO CONTROLLER 1417H prepared for WITH 1" BALL VALVE THROTTLED TO ALARM IN HOUSE IN ACCORDANCE WITH MANUFACTURER'S ALLOW TRICKLE DRAIN BACK INTO INSTRUCTIONS AND NATIONAL ELECTRIC CODE (N.E.C.) Lorraine W Dickinson Ti WETWELL REQUIREMENTS 113 ROCkilurst Road GOULDS WE05H EFFLUENT PUMP CONTROL AND FLOAT LEVELS TO BE INSTALLED TO Town of Queensbury, County of Warren, S1 PUMPS (DUPLEX) ALTERNATE PUMP DOSING AND TO PROVIDE AN 80 GAL DOSE Drawn: JRS/LWD Checked: GTH Scale: NOTED PUMPS TO BE GOULDS MODEL 3885, WE05H 230V, SINGLE PHASE; 35 GPM PUMP AT 30 FT TDH. ALTERATION OF THIS DOCUMENT 169 Havlland Roo EXCEPT BY A LICENSED abbhk., Queensbury, NY 12 VERIFY ELECTRICAL SERVICE PRIOR TO PURCHASING PUMP. PROFESSIONAL ENGINEER IS A ... _._-_ .-__ _ _w. . w (518) 745-0307 Ph 16" CHAMBER HEIGHT s RESOLUTION APPROVING LORRAINE W. DICKINSON TRUST'S APPLICATION FOR SANITARY SEWAGE DISPOSAL VARIANCES RESOLUTION NO.: BOH 81,2022 INTRODUCED BY: Mr.Anthony Metivier 227.9-1-7 SEP-0582-2022 WHO MOVED ITS ADOPTION Lorraine Dickinson Trust SECONDED BY: Mr. George Ferone 113 Rockhurst Rd Septic Variance/Alteration WHEREAS, the Lorraine W. Dickinson Trust(Applicant) 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: 1. Absorption field to be located 75' from the shoreline in lieu of the required 100' setback; 2. Absorption field to be located P from the easterly property line in lieu of the required 10' setback; 3. Fuji Clean ETU to be located 4' from the house in lieu of the required 10' setback; 4. Fuji Clean ETU to be located 2.5' from the property line in lieu of the required 10' setback; 5. Grinder Pump to be located 33.5' from the shoreline in lieu of the required 50' setback; 6. Force Main to be located 34' from the shoreline in lieu of the required 50' setback; 7. Force Main to be located 1.5' from the house in lieu of the required 10' setback; 8. Effluent Sewer to be located 6' from the house in lieu of the required 10' setback; 9. Effluent Sewer to be located 5' from the property line in lieu of the required 10' setback; 10. Effluent Pump Station to be located 3' from the house in lieu of the required 10' setback; and 11. Effluent Pump Station to be located 2' from the property line in lieu of the required A 10' setback; on property located at 113 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 Applicant; and BE IT FURTHER, RESOLVED, that the Local Board of Health hereby approves the application of the Lorraine W. Dickinson Trust for variances from the Sewage Disposal Ordinance to install a replacement septic system with the: 1. Absorption field to be located 75' from the shoreline in lieu of the required 100' f, setback; 2. Absorption field to be located 1' from the easterly property line in lieu of the required 10' setback; 3. Fuji Clean ETU to be located 4' from the house in lieu of the required 10' setback; 4. Fuji Clean ETU to be located 2.5' from the property line in lieu of the required 10' setback; 5. Grinder Pump to be located 33.5' from the shoreline in lieu of the required 50' setback; 6. Force Main to be located 34' from the shoreline in lieu of the required 50' setback; 7. Force Main to be located 1.5' from the house in lieu of the required 10' setback; 8. Effluent Sewer to be located 6' from the house in lieu of the required 10' setback; 9. Effluent Sewer to be located 5' from the property line in lieu of the required 10' setback; 10. Effluent Pump Station to be located 3' from the house in lieu of the required 10' setback; and 11. Effluent Pump Station to be located 2' from the property line in lieu of the required 10' setback; on property located at 113 Rockhurst Road in the Town of Queensbury and bearing Tax Map No: 227.9-1-7, 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 Y r+r 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 17`h day of October,2022,by the following vote: AYES : Mr. Metivier,Mr. Ferone,Mr. McNulty,Mr. Strough NOES : None ABSENT: Mr.Freer SEPTIC DISPOSAL PERMIT Office Use Only APPLICATION Permit#:, �GP— e5t2_-Z0 2Z Town 0r(L1x6)'xh(!ry -Permit Fee:$ E Eril 1 pnp�oide#: D r 742 Bay Road,Queensbury,NY 12804 -2 P:518-761-8256 www.gueensbury' .net OCT 21 2 Septi Varl nce \(DON .2— 022 1 JU � ) 1. - t— Flood zone? No t— TOVVN77;:� I OF OL'EEM3BLIF!lWet ands? No Reviewed By: BUILMNIG & ( nn;p= _J Project Location: 113 ROCKHURST Tax Map#: 2-27.9-1-7 RESIDENCE INFORMATION: Year Built Gallons #of bedrooms: X gallons per =total daily flow I per day bedroom Garbage Grinder Yes No 1980 or older 150 Installed? (choose one) F1 Fx_1 1981-1991 130 Spa or Hot Tub Yes No 1992-Present' 110 3 110 330 Installed? (choose one) PARCEL INFORMATION: Topography ,Flat Rolling E] Steep Slope % Slope Soil Nature X Sand El Loam E] Clay E] Other, explain: Groundwater At what depth? >4811 Bedrock/Impervious material At what depth? >481.1 Domestic Water Supply 7 Municipal F-1 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.; Each Trench Seepage Pit w/#3 stone How many: Size: Alternative System Bed or other type: 13X24 WITH CHAMBERS. Holding Tank System Total required capacity? tank size # of tanks Septic Application Revised July 2022 CONTACT INFORMATION: PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL Applicant: Name(s): LORRAINE W,DICKINSON TRUST iJOHN DICKINSON) Mailing Address, C/S/Z: 239 VAUGHN ROAD,HUDSON FALLS,NY 12839 Cell Phone: 518-858-6017 Land Line: Email: johndickinson76@gmail.com • Primary Owner(s): Name(s): SAME AS APPLICANT Mailing Address, C/S/Z: Cell Phone: Land Line: Email: ❑ Check if all work will be performed by property owner only • Contractor: Contact Name(s): ELLWORTH&SON EXCAVATING INC, Contractor Trade: EXCAVATION&INSTALLATION Mailing Address, C/S/Z: 78 ELLSWORTH LN EXT„LAKE GEORGE,NY 12845 Cell Phone: Land Line: 518-792-9246 Email: "Workers' Comp documentation must be submitted with this-application" • Eneineer(s): Name(s): HUTCHINS ENGINEERING PLLC Mailing Address, C/S/Z: 169 HAVILAND ROAD Cell Phone: Land Line: 518-745-0307 Email: thutchins@hutchinsengineedng.com Contact Person for Compliance in regards to this project: CONTRACTOR AND/OR ENGINEER Cell Phone: Land Line: Email: Declaration: Any permit or approval granted which is based upon or is granted in reliance upon any material representation or failure to make a material fact or circumstance known by or on behalf of an applicant, shall be void. I have read the regulations and agree to abide by these and all requirements of the Town of Queensbury Sanitary Sewage Disposal Ordinance. PRINT NAME: / 1 1cF- fiV SIGNATURE: DATE: 1/22— Septic Application Revised July 2022 TOWN OF QUEENSBURY 742 Bay Road, Queensbuq, NY. 12804-5902 Septic System Checklist Plan 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) kt)All 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 r-2-�,t-AC VAC Z-- � 1\t Septic tank and pump stations 10'from foundation 50'from any well/lake/wetland 10' from any waterline,, ANeptic 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 Leech Field 20'from foundation 100'.from any well 10'from water line- ii�i- 1 �l4eepage pit 150'from well 50'from septic tank 144-Seepage Pits 3-times diameter apart Septic tank and pump stations over 30 gallons 50'from watercourse or wetland4. - distance from bottom of trench or system 2r to bedrock or mot in 1000'of Lake George 1 j Leech field 100'from watercourse or wetland )s 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 �MDepartment of Health Approval for all mobile home park new systems Flood Plain requirements k-02'above established flood elevation to bottom of system Lall tanks anchored or 2'above flood elevation Ao.AoaA eit s�n�t SERVICE CONTRACT FORTHE FUJI CLEAN TREATMENT TECHNOLOGY Ellsworth & Son Excavating, Inc. has been contracted by Fuji Clean USA and their Authorized Distributor to provide you with the first two years of service,maintenance,and operation as well as any warranty service should it be required. This contract has been paid in full on your behalf. This contract is provided in accordance vAth applicable state and local regulations. This contract,entered into between,Ellsworth &Son Excavating, Inc. and shall be binding upon both parties in accordance with the conditions and terms set forth below: Contract Date: ili f Term of Contract: 2 years Location of Technology: property address: 113 Rockhurst Road, Queensbury,NY 12804 Model: Funclean CC5 MaIrAenance and Other Services shall consist of: a. Inspection,Maintenance, and Operation: Service Provider agrees to inspect, maintain and operate the Fuji Clean treatment system per,the TN DEC and manufacturer's requirements.This includes but is not limited to the following: two service visits per year (6-month intervals), Service visits will include performance of operation and maintenance activities detailed in the Operation and Maintenance manual" - check the sludge depth to determine the need for I)Urnping; - inspection of the final effluent to determine proper operational performance;and - test the process parameters including but not limited to DO,pH,and turbidity to maintain proper operation, b. Service Calls" Service Provider will provide services calls within two business days, Service Provider will apply a charge for labor,travel time and shipping for any necessary replacement pails unless covered by the manufacturers warranty, c� Completed inspection form will be submitted to local and state authorities as required. d. Contract is transferable in the event of sale of the home. The owner of the system agrees to use the system as outlined in the owner's manual.The owner also understands that any abuse of the system may void the manufacturer's walTanty. Owner acknowledges that the following items can overtax the biological process of the system and shall avoid introducing dental floss, disposable diapers, kitty litter,sanitary napkins,tampons, cigarette butts, condoms and other items of similar nature. Owner acknowledges that the following can destroy the biological process and agrees to not introduce chemicals such as paints, varnishes,thinners, waste oils, photographic solutions, pesticides and excessive amounts of household chemicals into the system. The owner acknowledges that violation of these terms will void the manufacturer' wartgnty an be in v' I t' f state law. Homeowner: Date Service Provider,,,, Date {Authorized Agent) Please sign and return to the Service Provider whose name and address appear below: Ellsworth & Son Excavating, Inc 10302 State Route 149 Fort Ann, NY 12827 masnNG PUMP STATION LAKE WATER 227.9 -1- 8 TO BE REMOVED L SUPPLY Lands N/F of EXISTING ANTIQUATED Lambert's Landing LLC SEPTICTANKTO SE "MOVED 8:5023 P:173 PROP. 4" PVC SCH-40 Lake _ HouSESEWER O N -► IA cNc� 5 ± CIRF ° ' " E So PallFe ce ell r- 66.27' CIRF Geo e g LAKE WATERINTAKE / � p APPROlill LOCATION % 0 O 28" mlk f Sand 1 , 1W P.L SEM#%CK �► J' ! t Patio Bay l jJj 32" He ock WL WL - WL W 4L WL ' l _ ..... ..._uL WL I V I Z 1 2 "fie ock I v ° / LL Con rete C FF=3 .02' e / l ;v o hoUlse Y E / (.0 L 1 (�! �� c ` LL �, v -Z e ! J` h OI v *+ I A/C OV ck . 84- /q) I j __f I \ � FF=32�73' 227.9-1-7 a \ CD 113 Rockhurst Road I = crj f Lands of C �• ! n4c to vi cD Lorraine Dickinson , N I I QD 8:1161 P:58 C ! 1 Lr) �. �, LAKE TER I c / t\ I h SUPPOLY - . a_.... 1 f o •2: a �• q p Ov hss. Dock ty s �° ro sNo I� n RE, Area V� ° .t 114601 Sq. Feet _ / I� 0. 3 Acres ju I PROP. F1131CLEA1111, CE-S ENHANCED TREATMENT UNIT PROP. 4" PVC SCH-40 EFFLUENT SEWER f Jjj jJJ [t It1t I / ,4' ti0 • � i a t � i`} l � } �,� } i i'a Illjjj Con ete Q S PROP.1.5"HDPE t } ;i1';=i FORCEMAIN, PROVIDE ! 33•5- S 1 '' i } t 1 } } '} `} • s ; " }t . T BURIAL DEPTH D hed . " { 1 1 ; ; } ! 2 { 11j�t �",1is' PROP. 406ALPOLYj i"�4t}k='t}}fit}22}} y `{ 2'• i1}•i {}s`�111 �1 t 2 it { y}{{ii•y 4i}' PACKAGED GRINDER ! I i}{? j ' }i{,' `' i `} �i•}}t{1 t;4fki` t'-2} PUMP STATION FF= 0.44' I i ; 4 #} t Lt'•., 1 1 • { }.it 4 { t i't } i V�\�}}', i� }}' ,. #}2..-}E PROP.4 PVC SCH-40 {�t}-{f }}!" �'{} °} i •1�}.ii}� S 41z; }2}.52 i,S Pu H use p ► {•� i�1 4� } { •�} 1. }� HOUSE SEWER BUNK }f 1l{t � �`tt�l � �.• t s{ # i i } � � j} } \} � it, }. �}�� . � ' �SS j • } t.t �j •11., i y a s . :: I' i ei 2..{f.g t } } i.X} {}-i2E f}j }�LI)•1.�{}}�� }�}'� 1 i {� }t 21 !t0�,,V ch }• }'. }.��} tFt� ��"1 �kz i,- t. �l i 21� � ,2,� t s 1,'}t�}. { �t {• 1 91.95 ' Split it Fe e I } , i � ,.�, i � ` { ..;'� v }�� 1A'`, i } OO ----c- AL} 91± IPF m T N 79°00'00" W CIRS .t�'i�#':��.iis-�. { ° 227.9-1-6 '`{,',�t4=` `'F' ,;';i LAKE WATER 111 Rockhurst Road SUPPLY Lands N/F of John & Carolyn Swan B:5107 P:35 WASTEWATER SYSTEM PLAN SCALE: 1 "=10' GRAPHIC SCALE 5 0 2.5 5 10 20 ( IN FEET ) CIRF NM 1 7 Shed 1 2" Spruce PROP. IWO GAL HEAVY DUTY PRECAST CONCRETE EFFLUENT PUMP STATION WITH SALCOR UV DISINFECTION 227.9-1-9 114 Rockhurst Road Lands of Carl & Michele Weiner B:4226 P:265 LAKE WATER SUPPLY 227.9-1-10 112 Rockhurst Road Lands N/F of Eric K Cottrell 8:1441 P:102 A/C Fireplace PROP.13'W x 2WL CRUSHED STONE ABSORPTION BED WITH (3) ROWS OF (3)- 34" WIDETRAFFIC RATED OPEN -BOTTOM GRAVELLESS CHAMBERS One 5tory Wood Frame House Propane Tanks 00 a v Concrete a� 11 V C Stockade Fence Garage LAKE WATER SUPPLY 1� VERTICAL DATUM NORTH ANERICAN VERITCAL DATUM OF 1929 (NGVD29) SEPTIC VARIANCE SUMMARY 1. ABSORPTION FIELD TO SHORELINE 100' REQUIRED 75'PROPOSED 25' OF RELIEF REQUESTED 2. ABSORPTION FIELD TO EASTERLY PROPERTY LINE 10' REQUIRED P PROPOSED 9' OF RELIEF REQUESTED 3. FUJI CLEAN ETU TO HOUSE 10' REQUIRED :Playhouse', 4' PROPOSED 6OF RELIEF REQUESTED 4. FUJI CLEAN ETU TO PROPERTY LINE 10' REQUIRED Z.5' PROPOSED 7.5' OF RELIEF REQUESTED 5. GRINDER PUMP TO SHORELINE 50' REQUIRED 33.5' PROPOSED 16.5' OF RELIEF REQUESTED 6. FORC U44IN TO SHORELINE 50' REQUIRED 34'PROP06ED 16' OF RELIEF REQUESTED 7. FORCEMAM TO HOUSE - 10' REQUIRED 1.5' PROPOSED 8.5' OF RELIEF REQUESTED & EFFLUENT SEWER TO HOUSE 10' REQUIRED 6'PROPOSED 4' OF RELIEF REQUESTED 9. EFFLUENT SEWER TO PROPERTY LINE 10' REQUIRED 5'PROPOSED 5' OF RELIEF REQUESTED 10. EFFLUENT PUMP STATION TO HOUSE 10' REQUIRED 3'PROPOSED ` 7 OF RELIEF REQUESTED 11. EFFLUENT PUMP STATION TO PROPERTY LINE 10' REQUIRED 2'PROPOSED 7 OF RELIEF REQUESTED �I T+. k NO • & • 19 } M M 4 Ate! 'N TOWN OF QUEENSBURY BUILDING DEPARTMENT Based on our limited examination, compliance with our comments shall not be construed as indicating the plans and specifications are in New i with the Building Codes of j SITE LOCATION) NEIGHBORHOOD MAP FILE COPY 227.9-1-7 SEP-0582-2022 Lorraine Dickinson Trust 113 Rockhurst Rd Septic Variance/Alteration WASTEWATER SYSTEM SETBACK SCHEDULE PROPERTY LINE WELL WATERLINE HOUSE LAKE GEORGE SEPTIC TANK, PUMP STATION, FORCE 10, 50' 10, 10, 50' MAIN, EFFLUENT SEWER ABSORP77ON FIELD 10, 100' 10, 20' 100, Dig Safely. New York ■ Cali Before You Dig ■ Walt The Required Time ■ Confirm Utility Response TAX MAP # 227.9-1-7 ■ Respect The Marks ■ Dig VIM Caro 800.962■7962 1 ADDED APPROVAL RESOLUTION (SHEET S3) - ISSUED FOR PERMIT 1012012022 0 ISSUED FOR SEPTIC VARIANCES 911612022 www.digeafelymwyark.com No. Revisions Dote WASTEWATER SYSTEM PLAN prepared for. Lorraine W Dickinson Trust 113 Rockhurst Road Town of Queensbury, County of Warren, State of New York MAP REFERENCE: BASE MAP INFORMATION FROM "MAP OF A SURVEY MADE FOR JOHN AND DAWD DICKINSON," IN THE TOWN OF QUEENSBURY, WARREN COUNTY, NEW YORK, DATED FEBRUARY 2, 2022. PREPARED BY. an Du s e & Stever Land Surveyors 189 Havlland Road Queenabury, New York la" (518) 792-8474 New York Lie. No. 50135 �4F VV S E `_ �� N `_ �� ,Ig , s�o o a b AL•TER0 A E T EXCEPT BY A LICENSED FESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW. Drawn: JRS/LWD Checked: GTH Scale: NOTED Date: 81412022 169 HaWland Road Queensbury, NY 12804 (518) 745-0307 Phone Hutchins Engineering PLLC (518) 745-0308 Fax �"2000-0 � -� Y WASTEWATER SYSTEM DESIGN 3-BEDROOM RaIDENCE DESIGN BASIS 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. GRINDER PUMP STATION - 100 GAL PACKAGED POLYETHYLENE BASIN GRINDER PUMP TO BE LIBERTY PROVORE PRG-100 SERIES, 22OV, 1 HP OR APPROVED EQUIVALENT, TO BE INSTALLED AT LAKESIDE BUNKROOM EFFLUENT PUMP STATION - 1000 GAL PRECAST CONCRETE, HEAVY DUTY W/bUPLEX ALTERNATING PUMPS & DEMAND DOSING DESIGN APPLICATION RATE: 0.8 GPD/SF, BASED ON 6-7 MIN/IN PERCOLATION RATE (BLEND OF NA71VE & FILL SOILS) ABSORP7ION BED AREA REQ'D = (330 GPD)/(0.8 GPD/SF) = 413 SF 33% E T. U. REDUCTION AREA REQ'D = 277 SF ABSORP71ON Bm AREA PROVIDED = 13 z24' = 312 SF W17H THREE ROWS OF (3) H-20 34-W INFILTRATOR CHAMBERS WASTEWATER SYSTEM FILL MATERIAL NOTES AFTER REMOVING ORGANICS, TOPSOIL & DEBRIS, PLACE SYSTEM FILL OVER THE ENTIRE AREA OF PROPOSED ABSORP7ION BED AND TAPER AREA. "ABSORPTION AREA SYSTEM FILL" MATERIAL SHALL BE CAREFULLY SELECTED SAND OR SANDY LOAM WITH IN -PLACE PERCOLA71ON 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 2.0mm. 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 THROUG HOUT THE ABSORP77ON BED AREA AND TAPER AREAS. ABSORPTION AREA SYSTEM FILL MATERIAL IS 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 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 59- CHAMBER 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 THERMOPLAS71C PIPE AND CORRUGATED TUBING IN SEP77C TANK LEACH FIELDS AFTER PLACEMENT OF SYSTEM FILL AND EXCAVATION OF 13' MDEj X 30' LONG ABSORP7ION BED TO THE DEPTHS REQUIRED, THE WALLS AND FLOOR SHALL BE CLEANED AND RAKED W 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 07HER 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 GPD PER BEDROOM. THE SYSTEM 1S NOT DESIGNED TO ACCOMMODATE EXTREME WATER USE FIXTURES, SUCH AS JACUZZI-TYPE SPA TUBS OR WATER TREATMENT EQUIPMENT. THE INSTALLATION OF NON -CONSERVING WATER FIX77JRES 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 ABSORP7ION FIELD. SEPTIC TANK, PUMP STA71ON & ABSORP71ON BED MUST BE INSPECTED BY TOWN OF QUEENSBURY BUILDING DEPARTMENT AND DESIGN ENGINEER PRIOR TO BACKFILL AND FINAL GRADING. IT 1S THE RESPONSIBILITY OF THE ;CONTRACTOR TO IDENTIFY THE NECESSARY PARTIES AND REQUEST INSPECTIONS. SYSTEM MATERIAL SPECIFICATIONS 34" WIDE OPEN -807 TOM GRAVELLFZ 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. FORCEMAIN PIPING TO BE 2" SDR-26 PVC. MAINTAIN 3' MINIMUM COVER AND POSITIVE DRAINBACK TO PUMP STATION. 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, TENCATF MIRAFI 140N OR EQU IVALENT E FILL MATERIAL FILL MATERIAL TO BE GRANULAR LOAMY SAND AS DESCRIBED IN "FILL MATERIAL NOTES." TOPSOIL PLACE 4" MINIMUM TOPSOIL OVER EN71RE ABSORPTION FIELD AREA. SEED AND ESTABLISH TURF. 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 SEWER TER 2 CONTACT CIiAMB 3 CHAMBER AEROBIC CO TACT < - LTRATION BER FUJI CLEAN USA MODEL CE-5 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 CE-5 ENHANCED TREATMENT UNIT. ALARM 3" ABOVE ''PUMP ON' & LAG PUMP ON ° FLOAT SWTCHES - PUMP ON INSTALL INSIDE PUMP PIT IN LOCA77ON ACCESSIBLE 107HOUT PIT ENTRY PUMP OFF VOLUME OF DOSE TO BE 80± GALLONS POLYETHYLENE EXTENSION & TAMPER RESISTANT COVER 7RANS177ON TO 4" PVC 1/4" PER FOOT MIN. SLOPE 16" MIN. BALL CHECK VALVE 28" DIA. 40 GALLON POLYETHYLENE PUMP STATION EXTERIOR WEATHERPROOF CONTROL PANEL, ALARM & WATER SHUT -DOWN RELAY, MOUNTED ON SIDE OF HOUSE, IN COORDINATION WITH OWNER. SEAL CONDUIT WEATHER77GHT. ALL ELECTRICAL WORK TO BE INSPECTED BY A CERTIFIED ELECTRICAL INSPECTION AGENCY PRIOR TO START-UP OF PUMP STATION. 2" HDPE FORCEMAIN 2" SCH-40 PVC PIPING INSIDE WET WELL THROUGH BASIN WALL REDUCING TEE POINTED DOWNWARD WITH 1" BALL VALVE THROTTLED TO ALLOW TRICKLE DRAIN BACK INTO WETWELL UNION - LOCATE SUCH THAT UNION CAN BE DISCONNECTED AND PUMP REMOVED WITHOUT TANK ENTRY NORMAL LIQUID LEVEL± SIMPLEX GRINDER PUMP GRINDER PUMP STATION DETAIL NTS PUMP STATION NOTES SEAL ALL TANK OPENINGS WATERTIGHT. PROVIDE AND INSTALL UL LISTED PACKAGED PUMP CONTROL PANEL WITH VISUAL AND AUDIBLE ALARM. INSTALL SIMPLEX, DEMAND DOSE CONTROL PANEL ON THE SIDE OF HOUSE IN COORDINA71ON WITH OWNER. PROVIDE HIGH -ALARM FLOAT WITH LOCAL AUDIOVISUAL ALARM.. 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 LEVEL TO BE INSTALLED TO PROVIDE A 15 GALLON DOSE. GRINDER PUMP PACKAGE TO BE LIBERTY PROVOKE 380 SERIES, 115V, 1 HP OR APPROVED EQUIVALENT. VERIFY EXISTING ELECTRICAL SERVICE PRIOR TO PURCHASING PUMP. ALL ELECTRICAL WORK TO BE INSPECTED BY A CERTIFIED ELECTRICAL INSPECTION AGENCY PRIOR TO START-UP OF PUMP STA770N. 4" MIN. TOPSOIL, ( 4, ROADWAY SEED, MULCH & Z ESTABLISH TURF 13' BED WIDTH I �- 8- MIN. GRANULAR BACKFILL W 4' CHAMBER SPACINGT_ r 4" a - .. . . . . .. . . . . . . . . . . . . . . . . . . . . . . ..... . . . . . . . . N _ _ .._.... ;'• ,'•'. ... t�3 L . • .•�j��v��,--n n T-��,-. >�+-��>�-�,� .12 TIT ' :••;24 . . _ _ _. 5` - : r �: :• IN : •:' _ -'- _, _ ;••EXCAVATE NATIVE SOILS TO' . - 6-' 5 TO THE WEST OF -'. f . '. ABSORPTION FIELD .. - - r .. ...•..: ' . . . ' . . • . . ' � ' • ' • '' : �• �..•3B MIN : • _......; - ::._........__... 1. .. ..' ..' .;' .; .. EXCAVATE NATIVE SOILS AND DEBRIS:iO. ••: ,•:;': • : •: ,•: •: • : ,'' . ,'•: •'•'. ;• . ,•'. •'•`. ;•: ,'•'. •'• .. : •'•'.;' . •'.;''::':;'' .;'•: , .:•:SEPARATION : ;• _.._. 3' BELOW A T) FIELD '•': '• . '•': •': '' : '' . '• . '' : '• . '• : '': '•': '• : '•': '''.TO BOUNDARY '.'•....._:: - BSORP ON REPLACE.WLTN SYSTEM FILL . •. . •.• . .,•.• ., ., . •. •., •. •. . •. . •. •.••.;•.••..•.••. •. . •.;•..•.;•..•..•. •. •.. CONDI7TON:.•''' .... 1 . SYSTEM SAND FILL, FILTER FABRIC 4" PVC INTO END INFILTRATOR H-20 ABSORP71ON BED STABILIZED IN 1-FT LIFTS, CAP OF CHAMBER CHAMBER PER PLAN STONE AGGREGATE PRIOR TO INSTALLING FIELD ABSORPTION FIELD SECTION INSTALL POLYETHYLENE EXTENSION TO GRADE WITH TAMPER RESISTANT ACCESS COVER (NON -TRAFFIC AREAS) INSTALL FLOAT SWITCHES TO OPERATE PUMP AND MAINTAIN LEVELS AS INDICATED 4. BALL VALVE -- INSTALL VALVES AND UNIONS SUCH THAT EITHER PUMP CAN BE ISOLATED AND REMOVED WITHOUT REQUIRING PIT ENTRY BALL CHECK VALVE - , FLOAT SWITCHES - INSTALL INSIDE PUMP PIT IN LOCA71ON ACCESSIBLE WITHOUT PIT ENTRY 1,000 GALLON PRECAST CONCRETE PUMP STATION FUJI CLEAN ENHANCED TREATMENT UNIT & PUMP STATION DETAIL NTS NTS EXTERIOR WEATHERPROOF JUNCTION BOX (IF NECESSARY). SEAL CONDUIT GAS 77GHT. INSTALL CONTROL PANEL IN HOUSE ALL ELECTRICAL WORK TO BE INSPECTED BY A CERTIFIED ELECTRICAL INSPECTION AGENCY PRIOR TO START-UP OF PUMP STATION. 2" MIN. DROP DISTRIBUTION BOX F BETWEEN INVERTS SALCOR UV DISINFECTION UNIT ELECTRICAL JUNC71ON BOX NTH INDICATORS—., AND ALARM CONTACTS GROUND LEVEL DISINFECTION SUB - ASSEMBLY SALCOR UV DISINFECTION UNIT NTS 1— 34" CHAMBER QUID TH INFILTRATOR H-20 CHAMBER SECTION NTS iMBER HT 750 EFFECTIVE LENGTH I INFILTRATOR H-20 CHAMBER PROFILE NTS ° TRANSITION TO 4" OUTSIDE OF D-BOX CONCRETE BAFFLE 2" MIN. USE SPEED LEVELERS TO ASSU7AT ALL OUTLETS ARE TAX MAP # 22Z 9-1-7 EXACTLY THE SAME ELEVA71 SOLID HEADER"TOVMANIFOLD5PIPING Dig INSafely. 1/8- PER FOOT MIN SLOPE New/,York 1-1/2- HDPE PUMP STATION NOTES ■ Call Before You Dig SDR-11 FORCEMAIN ■ Wait The Required Time SEAL ALL TANK OPENINGS WATERTIGHT. ■ Confirm Utility Response 2" SCH-40 PVC PIPING 0 Respect The Marks 1 ADDED APPROVAL RESOLU77ON (SHEET S3) - ISSL INSIDE WET WELL THROUGH WALL PROVIDE AND INSTALL UL LISTED PACKAGED PUMP CONTROL ■Dig with Caro PANEL WITH VISUAL AND AUDIBLE ALARM. INSTALL DUPLEX, 800 962 7962 0 ISSUED FOR SEPTIC VARIANCES — UNION - LOCATE SUCH THAT ALTERNATING, DEMAND DOSE CONTROL PANEL INSIDE HOUSE aigsafelyrwwyork.com N o. Revisions UNION CAN BE DISCONNECTED AND IN ACCESSIBLE LOCATION, SJE RHOMBUS IFS SINGLE PHASE PUMP REMOVED WITHOUT TANK DUPLEX DEMAND DOSE CONTROLLER. N E I ENTRY �Ps WASTEWATER DETAIL REDUCING TEE POINTED DOWNWARD INSTALL POKER & CONTROL WIRING TO CONTROLLER WITH �Q` p� T for., WITH 1- BALL VALVE THROTTLED TO ALARM IN HOUSE IN ACCORDANCE WITH MANUFACTURERS �'� �� .� prepared ALLOW TRICKLE DRAIN BACK INTO INSTRUCTIONS AND NATIONAL ELECTRIC CODE (N.E.C) r CD � a � Lorraine W Dickinson T REQUIREMENTS. ! - �' WETWELL m z 113 Rockhurst Road GOODS WE05H EFFLUENT PUMP CONTROL AND FLOAT LEVELS TO BE. INSTALLED TO Town of Queensbury, County of Warren, S PUMPS (DUPLEX) ALTERNATE PUMP DOSING AND TO PROVIDE AN 80 GAL DOSE p 0678?9 i°RpF Drown: JRS/LWD Checked: GTH ScoJe: MOTEL PUMPS TO BE GOULDS MODEL 3885, WE05H 23OV, SINGLE PHASE, 35 GPM PUMP AT 30 FT TDH. een Havi, N Roc ALTERATION OF THIS DOCUMENT EXCEPT Quensbury, NY 1: VERIFY ELECTRICAL SERVICE PRIOR TO PURCHASING PUMP. BY A LICENSED PROFESSIONAL ENGINEER (518) 745-0307 Ph 16- CHAMBER HEIGHT TOWN OF OUEENSBURY LOCAL BOARD OF HEALTH APPROVAL RESOLUTION - BOH 81, 2022 10' setback; setback; BE TT FURTHER, 2. Absorption field to be located 1' from the easterly properly Line in lieu of the RESOLUTION APPROVING LORRAINE W. DICKINSON TRUST'S APPLICATION FOR SANITARY SEWAGE DISPOSAL VARIANCES on properly located at 113 Rockhurst Road in the Town of Queensbury, and required 10' setback; RESOLVED, that this approval Resolution shall not be effective until 30 days after such 3. Fuji Clean ETU to be located 4' from the house in lieu of the rewired 10' setback; notice to the Adirondack Park Agency and shall be subject to review by the Adirondack Park WHEREAS, the Town Clerk's Office published the Notice of Public Hearing in the Towns 4. Fuji Clean ETU to be located 2.5' from the property fine in lieu of the required 10' Agency during such perm. RESOLUTION NO.: BOH 8!, 2t12Z official newspaper and the Local Board of Health duly conducted a public hearing concerning the setback; INTRODUCED BY: Mr. Anthony Meiivier WHO MOVED ITS ADOPTION variance requests on Monday, October 170, 2022, and 5. Grinder Pump to be local 33.5' from the shoreline in lieu of the required 50' Duly adopted this 17` day of October, 2022, by the following vote: setback; SECONDED BY: Mr. George Ferone WHEREAS, the. Town Clerk's Office has advised that it duly notified all property owners 6. Force Main to be located 34, from the shoreline in lieu of the required 50' setback; AYES : W Metivier, Mr. Ferone, Mr. McNulty, Mr. Strough within 500 feet of the subject property, 7. Force Main to be located 1.5' from the house in lieu of the required 10' setback; NOES :None ` WHEREAS, the Lorraine W. Dickinson Trost (Applicant) filed an application for variances 8. Effluent Sewer to be located 6' from the house in lieu of the required 10' setback; ABSENT: Mr. Freer from provisions of the Town of Queensbury On -Site Sewage Disposal Ordinance, Chapter 136 to NOW, TEIEREFORE, BE IT 9. Effluent Sewer to be located 5' from the property line in lieu of the required 10' setback, install a replacement septic system with the: RESOLVED, that 10. Effluent Pump Station to be located 3' from the house in lieu. of the required 10' 1. Absorption field to be located 75, from the shoreline in lieu of the requires 100' 1. due to the nature of the variances, the Local Board of Health determines that the setback' and 11. Effluent Pump Station to be located 2' from the property line in lieu of the required _ l' 6* 00ft D VM Oak of the Tom of Oovdft qbt m wit setback; NewYotk do heft wftftihave comparedNfM tab IN variances would not be materially detrimental to the purposes and objectives of this 10' setback; odgitrdf rtotitates 9skd �0 al AladataS,(, !!•Y' moo 2. Absorption field to be looted F from die easterly property line in lieu of the Ordinance or other adjoining nor otherwise conflict with t and of a Town Board of the Toth � Ythe t"p't''" daf►a �tY properties purpose �, 0twhkb�aW=W8$ Ittatd&9iho required 10' setback; objectives of any Town plan or policy; and on property located at 113 Rockhurst Road in the Town of Queensbury and bearing Tax Map No: sane b a CWW i ptli rom xW of tle M" tdrW to ddk 3. Fuji Clean ETU to be located 4' fromthehouse in lieu of the required 14' setback; 2. the Local Board of Health fads that the granting of the variances is necessary for the 227.9-1-7, and W S' 1 htllre1 0 hand ate At. of ttetd?t�rt1 4. Fuji Clean ETU to be located 2.5' from the property line in lieu of the required 10' l�* dIVof . 22 reasonable use of the land and are the minimum variances which would alleviate the Wyk' specific unnecessary hardship found by the Local Board of Health to affect the BE TT FURTHER, $ r 5. Grinder Pump to be located 33.5' from the shoreline in lieu of the required 50' _ -i Y tPh!► Applicant; and 6. Force Main to be located 34' from the shoreline in lieu of the required 50' setback; RESOLVED, titer the Enhanced Treatment Unit shall be maintained b theproperty- (�T� Y - - Tartar of Mum" BE IT FtJR,THER, owner in accordance with -the manufacturer's recommendations for the life of the system, and 7. Force Main to be located 1.5' from the house in lieu of the required 10' setback; 8. Effluent Sewer to be located 6' from the house in lieu of the required 10' setback; RESOLVED, that the Local Board of Health hereby approves the application of the BE IT FURTHER, 9. Effluent Sewer to be located 5' from the property line in lieu of the required 10' Lorraine W Dickinson Trust for variances from the Sewage Disposal Ordinance to install a setback; replacement septic system with the: RESOLVED, that the Town Board authorizes and directs the Town Clerk to forward by 10. Effluent Pump Station to be located 3' from the house in lieu of the required 10' certified mail a certified copy of this Resolution to the Adirondack Park Agency for its review, and setback;and 1. Absorption field to be located 75' from the shoreline in lieu of the required 100' 11. Effluent Pump Station to be located 2' from the property line in lieu of the required TAX MAP # 22Z9-1-7 Dig ISafely, NewYork N Cali Before You Dag ® Wait The Required Time ® Confirm Utility Response M Respect The Marks N Dig With Caw 800-962■7962 1 ADDED APPROVAL RESOLUTION (SHEET S3) - ISSUED FOR PERMIT 1012012022 www.diguafe"wyork.com No. Revisions Date of NEW r APPROVAL RESOLUTIONS piWared for: �o co Lorraine W Dickinson Trust ul z 113 Rockhurst Road Town of Queensbury, County of Warren, State of New York os7a1 Ado Drawn: JRS/LWD Checked. CTH Scale: NOTED Dote: 8/4/2022 169 Haviland Road ALTERATION OF I DOCUMENT EXCEPT Queensbury, NY 12804 292000-0 —53 IS'A VIOLATION OA LICENSED FONYSSEDUCATIONENGINEER LAW. Hutchins Engineering PLLC ((51 745-0300 Phone g g (518) 745-0308 Fox FF 335.5± II C O r c NEW IS!, HOPE FORCERAIN ; NEW GRINDER PUMP STATION NEW 4" PVC ! Pu PH use HOUSE SEWER I 1 L' m ° g�± IPF m =o N LAKE WATER 227.9-1.8 SUPPLY Lands N/F of La►abert's Landing LLC 8:5023 P:173 NEW 4" PVC SCHAG HOUSE SEWER �-- 0 227.9-1-6 LAKE WATER 111 Rockhurst Road SUPPLY Lands N/F of John & Carolyn.Swan B:5107 P:35 WASTEWATER SYSTEM PLAN SCALE: 1 "-10' GRAPHIC SCALE 5 0 2.5 5 10 20 ( IN FEET ) NEW FU31CLVAN CEN-S ENHANCED TREATNENT UNIT CIRF NM 1 7 f W 11C, u 5' OF RELIEF REQUE51 EU Frame House 10. EFFLUENT PUMP STATION TO HOUSE 10' REQUIRED 3'PROPOSED T OF RELIEF REQUESTED 11. EFFLUENT PUMP STATION TO PROPERTY LINE 10' REQUIRED 2'PROPOSED IT OF RELIEF REQUESTED SEPTIC VARIANCE APPROVALS SEPTIC VARIANCES APPROVED BY THE TOWN OF QUEENSBURY LOCAL BOARD OF HEALTH ON OCTOBER 17, 2022 UNDER RESOLUTION BOH 81, 2022 RECORD DRAWING INSTALLATION DATE:11/8-15/2022 INSTALLED BY - ELLSWORTH AND SON EXCAVATING INC. TAX MAP # 227.9-1-7 Dig PSafely. n Tan NeW�Y01'1( } Propane ks ®�� You Db 3 RECORD DRAWING 11 18 2022 O� ■ Wan The R@*dre4 nme ' NM 6 a� �� 2 ADDED EXISTING ABSORPTION AREA PER APA REQUEST 0 1 20 2 �.. o Stockade fence °^ee ' � ' 0 Respect The Marks 1 ADDED APPROVAL RESOLUTION SHEET S3 - ISSUED FOR PERMIT 1012012022 ■ DIg With Can ( ) CIRS 8�'�2'7�2 0 ISSUED FOR SEP11C VARIANCES 9/16/2022 1 Revisions Date I. X. of N WASTEWATER SYSTEM PLAN . Gara6je MAP REFERENCE: �p 227.9 -1 10 BASE MAP INFORMATION FROM "MAP OF A SURVEY prepared for: 112 Rockhurst Road LAKE WATER MADE FOR JOHN AND DAWD DICKINSON," IN THE Lorraine W Dickinson Trust Lands N/F of TOWN OF QUEENSBURY, WARREN COUNTY, NEW + J SUPPL Y YORK. DATED FEBRUARY 2, 2022. PREPARED BY ,� 113 Rockhurst Road Eric K Cottrell w Town of Queensbury, County of Warren, State of New York B:1441 P:102 Yl Du S ��ES(a �` & OAg04 C. Np�-� Drawn: JRSI'LWD Checked: GTH Scale: 1 "--10' Date: 81412022 Steves 169 Haviland Road Land Surveyors ALTERATION OF THIS DOCUM C Queensbury, NY 12804 189 Havilmd Road Qaesnsb,", New York 1MM BY A LICENSED PROFESSIONAL GINEER (518) 745-0307 Phone 292000-01 -S 1 (818) 792-8474 New York Lie. No. 50,35 IS A VIOLATION OF NYS EDUCATION LAW. Hutchins Engineering PLLC (518) 745-0308 Fax