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SEP-0236-2023 SEPTIC VARIANCE Office Use Only Permit#: b -2023 APPLICATION Permit Fee:$ `t [p r �)hrN uc k Town of Qjicrnsbury 1 V Invoice#: 742 Bay Road,Queensbury,NY 12804 P:518-761-8256 www.queensburv.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): Katheryn & Daniel McMorrow Owner's Agent: Hutchins Engineering PLLC Address: 302 Westover Road Address: 169 Haviland Road Stamford, CT 06902 Queensbury, NY 12804 Phone#: �f�'6 g (r;:, `P o 518-745-0307 Email: thutchins@hutchinsengineering.com Section 2: SAY 0 �. Site Information: TOWN OF QUEENSBURY BUILDING & CODES Site Address: 366 Cleverdale Road Tax ID#: 226.12-1-62 Directions to Site: turn left onto Cleverdale Rd from NY-9LS. In 1.7 miles, residence on right Section 3: Distance from well on property to septic system (if applicable) 96.4(from Lake supply)feet Section 4: Is it possible to install a conforming septic system on this property? ❑Yes 0 No 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: Section 6: Is the proposed system to be installed under a parking area? ❑Yes ❑■ No It will be partially under walkway 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.): please see attachment for full list of requested variances Septic Variance Application Revised December 2021 Section 8: 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 Christopher Martin Address 370,372 Cleverdale Road Tax Map ID 226.12-1-61 — South Name Jeffrey A. Greenhouse Address 364 Cleverdale Road Tax Map ID 226.12-1-63 East Name Lake George Address Tax Map ID West Name Richard 0 Mead Revocable Trust Address 365 Cleverdale Road Tax Map ID 226.12-1-54 Section 9: OWNER STATEMENT I/We do hereby relieve the Town of Queensbury from any liabilities on the plumbing and septic system located at: 366 Cleverdale Rd. I/We realize that putting the well,septic tank or leaching system less than the required no feet from the Water Supply may increase the risk of pollution. Owner—Print Name: . .W3 0G /1C-(72::. Owner—Signature: /f/C%� r��. 7 e)� Date: 05/09/2023 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 169 Haviland Road Queensbury, NY 12804 Hutchins Engineering PLLC Phone: (518)745-0307 Fax: (518)745-0308 May 10, 2023 Town of Queensbury Local Board of Health 742 Bay Road Queensbury, NY 12804 Reference: Septic Variance Application Katheryn and Daniel McMorrow— 366 Cleverdale Road Parcel ID#226.12-1-62 Our office represents owners Katheryn and Daniel McMorrow in developing a replacement wastewater system for their residence at 366 Cleverdale Road. On July 25, 2016, this board approved a septic variance to allow replacement of the system on this property. Permits were issued; however, the installation was not completed at that time. The current proposal describes installation of a Fujiclean CE-5 enhanced treatment unit instead of the previously proposed enhanced treatment system. Requested variances are similar and described as follows: Absorption Field to Lake— 100' required, 96.4' proposed Absorption Field to North Property Line— 10' required, 3.9' proposed Absorption Field to Residence —20' required, 11.4' proposed ETU and Pump Station to South Property Line— 10' required, 3.8' proposed ETU and Pump Station to Residence—10' required, 4.7' proposed Effluent Force Main to Residence — 10' required, 3.7 proposed We respectfully request the McMorrow project be placed on the next available agenda to review proposed project. Please feel free to contact our office if additional information is required. Regards, G. Thomas Hutchins, P.E. a D ��°- h�y fly iI \7 BUILDIN f, G.Thomas Hutchins, P.E. IPF S ASPHALT DRIVE CRUSHED STONE PARKING AREA §136-9.D. - HORIZONTAL SEPARATION DISTANCES FROM WASTEWATER SOURCES: LAKE SETBACK - 100' REQ'D, 96.4' PROPOSED, 3.6' RELIEF REQUESTED SIDE SETBACK - 10' REQ'D, 3.9' PROPOSED, 6.1' RELIEF REQUESTED HOUSE SETBACK - 20' REQ'D, 11.4' PROPOSED, 8.6' RELIEF REQUESTED ENHANCED TREATMENT UNIT & PUMP STATION SIDE SETBACK - 10' REQ'D, 3.8' PROPOSED, 6.2' RELIEF REQUESTED HOUSE SETBACK - 10' REQ'D, 4.7' PROPOSED, 5.3' RELIEF REQUESTED EFFLUENT LINE TO D-BOX (FORCE MAIN) HOUSE SETBACK - 10' REQ'D, 3.7' PROPOSED, 6.3' RELIEF REQUESTED TEST PIT DATA TEST PITS TP-1 - 812312012 BY. HUTCHINS ENGINEERING WITNESSED BY THE CHAZEN COMPANIES 0-12" TOPSOIL 12-32" MEDIUM BROWN GRAVELLY FINE SAND WITH SILT & COBBLES & BOULDERS 32-52 REDDISH BROWN MEDIUM & FINE SAND WITH COBBLES & BOULDERS 52-75" MIXED SILTY SAND WITH SILT & SHALE FRAGMENTS, MOIST MOTTLING ® 54" PERCOLATION TEST PT-1 - 812312012 BY. HUTCHINS ENGINEERING STABILIZED PERCOLATION RATE. 6 MINUTES, 30 SECONDS PER INCH U LANDS N/F OF 'W MARTIN ~ 638 / 117 IRON ROD FOUND s,' W (WATER SUPPLY FROM LAKE ON LINE, f AN � ) NORTH OF AN ' RON PIPE FOUND H'� o " ' 5OUTIIEA5T CORNER 3 S88 32 00 E o 105.49' ' CONCRETE PROPOSED 2" FORCEMAIN REALIGNED STONE WALL & STAIRS N CONCRETE CUPS ON LINE 96.4' PROPOSED SEDIMENT CONTROL FENCE rawrv.ara+ . v�+va-a.ea.. ENHANCED TREATMENT UNIT EXISTING W/W SYSTEM TO BE PUMPED & STRUCTURE REMOVED rRVr4J.7CW -F -rMwv w Uuw W_ EFFLUENT SEWER PRECAST CONCRETE PUMP STATION W/DUPLEX PUMPS PROPOSED SEDIMENT CONTROL FENCE I WASTEWATER REPLACEMENT PLAN GRAPHIC SCALE SCALE: 1"=6' 3 0 1.5 3 6 12 ( IN FEET ) PREVIOUSLY ISSUED VARIANCE RESOLUTION Area 6859.0± sq. ft. 0.16 Acres LANDS N/F OF BENSON 1027 / 45 (WATER SUPPLY FROM LAKE GEORGE) official newspaper and the Local Board of Health duly conducted a public hearing rAnceraing tbe setback; RESOLUTION APPROVING KATHERYN AND DANIEL MCMORROW'S variance requests on Monday, July 25", 2016, and 3. Absorption area to be 11.4' from the dwelling instead of the required 20' setback; APPLICATION FOR SANITARY SEWAGE DISPOSAL VARIANCES 4. Septic ink and pump station to be 3.4' from the property line instead of the WHEREAS, the Town Clerk's Office has advised that it duly notified all property owners required 10' setback; RESOLUTION NO.:BOH 24, 2016 within 500 feet of the subject property, 5. Septic tank and pump station to be 4.7' from the dwelling instead ofthe required 10' INTRODUCED BY: Mr. Anthony Metivier setback and WHO MOVED ITS ADOPTION NOW, THEREFORE, BE IT 6. Effluent line to distribution box (force main) to be 3.7 from the dwelling instead of SECONDED BY: Mr. Brian Clements the required 10' setback and 9.7' from the property line instead of the required 10' RESOLVED, that setback; WHEREAS, Katheryn and Daniel McMarrow filed an application for variances fine provisions of the Town of Queembury On -Site Sewage Disposal Ordinance, Chapter 136 to replace 1. due to the aware of the variances, the Lx:al Board of Health determines that the on property located at 366 Cleverdale Road, Queensbruy and bearing Tax Map No.: 226.12-1-62, a failing wastewater system with three pumflo peat biofilter units, with a 12' x 28' 1.5' at- variances would not be materially detrimental or, the purposes and objectives of this and absorption bed as follows: Ordinance or other adjoining properties our otherwise conflict with the purpose and objectives ofany Town plan or policy, and BE IT FURTHER, 1. Absorption area to be 96.4' from Lake George instead of the required 100' setback and 2. the Local Board of Health finds that the granting of the variances is necessary for the RESOLVED, that the Town Board authorizes and directs the Town Clerk to forward by 2. Absorption was. to be 3.9' from the side property line instead of the required 10' reasonable use of the land and is the minimum variances which would alleviate the certified mail a certified copy of this Resolution to the Adimndack Park Agency for its review, and setback specific anaecessary hardship found by the Local Board of Health to affect the 3. Absorption area to be 11.4' from Ore dwelling instead of the required 20' setback applicants; and BE IT FURTHER 4. Septic tank and pump station to be 3.4' from the property line instead of the required 10' setback; BE IT FURTHER, RESOLVED, that this approval Resolution shall not be effective until 30 days after such 5. Septic tuck and pump station to be 4.7' from the dwelling instead ofhe required 10' notice to the Adirondack Park Agency and shall be subject many lawful action by the Adirondack setback and RESOLVED, that the Local Board of Health hereby approves the application of Katheryn Park Agency during such period- 6. Effluent line to distnbutiw box (force main) to be 3.7 from the dwelling instead of and Daniel McMomw, for variances fiom the Sewage Disposal Ordinance to replace a failing Duly adopted this 25m day of July, 2016, by fire following vote: the required 10' setback and 9.7' from the property line instead of the required 10' wastewater system with three puraflo peat bioflter units, with a 12' x 28'1.5' atone absorption bed setback; as follows: AYES Mr. Strougb, Mt. Metivier, Mr. Clements, NOES : None on property located at 366 Cleverdale Read, Queensbury, and 1. Absorption a a to be 96.4' from Lake George instead of the required 100' setlmck and ABSENT: Mr. VanNess, Mr. hish 2. Absorption area in be 3.9' from the side property line instead of the required 10' WHEREAS, the Town Clerk's Office published the Notice of Public Hearing in the Town% 2 3 SYSTEM MATERIAL SPECIFICATIONS HOUSE SEWER PIPE PIPING TO BE 4" SDR-35 OR SCH-40 PVC. INSTALL WITH 1/4" PER FOOT MINIMUM SLOPE. EFFLUENT SEWER PIPE PIPING TO BE 4" SDR-35 OR SCH-40 PVC. INSTALL WITH 1/8" PER FOOT MINIMUM SLOPE. FORCEMAIN PIPING TO BE 2" SDR-26 PVC OR SDR-9 HDPE. MAINTAIN 4' 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, TENCATE MIRAFI 140N OR EQUIVALENT. TOPSOIL PLACE 4" MINIMUM TOPSOIL OVER ENTIRE ABSORPTION FIELD AREA. SEED AND ESTABLISH TURF. 23.2 ' MEAN tilGll WATER- 320.20/ PREVIOUSLY APPROVED VARIANCE SUMMARY ABSORPTION FIELD §136-9.D. - HORIZONTAL SEPARATION DISTANCES FROM WASTEWATER SOURCES: LAKE SETBACK - 100' REQ'D, 96.4' PROPOSED, 3.6' RELIEF REQUESTED SIDE SETBACK - 10' REQ'D, 3.9' PROPOSED, 6.1' RELIEF REQUESTED HOUSE SETBACK - 20' REQ'D, 11.4' PROPOSED, &6' RELIEF REQUESTED SEPTIC TANK & PUMP STATION SIDE SETBACK - 10' REQ'D, 3.4' PROPOSED, 6.6' RELIEF REQUESTED HOUSE SETBACK - 10' REQ'D, 4.7' PROPOSED, 5.3' RELIEF REQUESTED EFFLUENT LINE TO D-BOX (FORCE MAIN) HOUSE SETBACK - 10' REQ'D, 3.7' PROPOSED, 6.3' RELIEF REQUESTED SIDE SETBACK - 10' REQ'D, 9.4' PROPOSED, 0.6' RELIEF REQUESTED Dig Safely. New York El Call Before You Dig E3 Wait The Required Time EM Confirm Utility Response III Respect The Marks ® Dig With Care 800■962■7962 www.digsafelyneviyork.com MAP REFERENCE: BASE INFORMATION FROM "MAP OF A SURVEY MADE FOR KATHERYN & DANIEL MCMORROW" DATED DECEMBER 6, 2011, PREPARED BY: 226.12-1-62 SEP-0236-2023 McMorrow, Daniel & Katheryn 366 Cleverdale Rd ' Septic Variance/Alteration I MEAN LOW WATER - 3 17.74 WASTEWATER SYSTEM DESIGN 3-BEDROOM RESIDENCE DESIGN FLOW - 110 GPD/BEDROOM SYSTEM DESIGN FLOW - 330 GPD SEPTIC TANK - FUJICLEAN ENHANCED TREATMENT UNIT CE-5 PUMP STATION - 1000 GAL PRECAST CONCRETE DESIGN APPLICATION RATE: .8 GPD/SF, BASED ON 6-7 MIN/IN PERCOLATION RATE ABSORP17ON BED AREA REQ'D = (330 GPD)/(.8 GPD/SF) = 413 SFL 331'. REDUCTION FOR E.T.U. = 277 SF REQ'D ABSORPTION BED AREA PROVIDED = 10'x28' = 280 SF POTABLE WATER SUPPLY IS LAKE WATER SUPPLY TAX MAP # 226.12-1-62 ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW. LOCATION MAP INSTALL POLYETHYLENE EXTENSION TO GRADE WITH TAMPER RESISTANT ACCESS COVER (NON —TRAFFIC AREAS) 114" PER FOOT MIN. SLOPE 4" HOUSE SEWER 59" 2" FUJICLEAN USA MODEL CE-5 ENHANCED TREATMENT UNIT EXCAVATION, PREPARATION, AND BACKFILL TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION MANUAL. INSTALL POLYETHYLENE EXTENSION TO GRADE WITH TAMPER RESISTANT ACCESS COVER (NON —TRAFFIC AREAS) 118" PER FOOT a MIN. SLOPE 4" EFFLUENT SEWER ALARM 3" ABOVE 'PUMP ON' & LAG PUMP ON PUMP ON FLOAT SWITCHES — INSTALL INSIDE PUMP PIT PUMP OFF IN LOCATION ACCESSIBLE WITHOUT PIT ENTRY VOLUME OF DOSE TO — LOCATED IN "PUMP STATION NOTES" INSTALL POLYETHYLENE EXTENSION TO GRADE WITH TAMPER RESISTANT ACCESS COVER (NON —TRAFFIC AREAS) INSTALL FLOAT SWI TCHES TO OPERATE PUMP AND MAINTAIN LEVELS AS INDICATED p 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 LOCATION ACCESSIBLE WITHOUT PIT ENTRY 16" MIN. ° a o 1,000 GALLON PRECAST CONCRETE PUMP STATION p d p _d 2" FORCEMAIN p / SEPTIC TANK & PUMP STATION DETAIL N TS EXTERIOR WEATHERPROOF JUNCTION BOX (IF NECESSARY). SEAL CONDUIT GAS TIGHT. INSTALL CONTROL PANEL IN HOUSE. ALL ELECTRICAL WORK TO BE INSPECTED BY A CERTIFIED ELECTRICAL INSPECTION AGENCY PRIOR TO START—UP OF PUMP STATION. TRANSITION TO 4" 12" MIN. COVER OUTSIDE OF D—BOX DISTRIBUTION BOX d `2" SCH-40 PVC PIPING INSIDE WET WELL THROUGH WALL UNION — LOCATE SUCH THAT UNION CAN BE DISCONNECTED AND ° PUMP REMOVED WITHOUT TANK ENTRY — REDUCING TEE POINTED DOWNWARD WITH 1" BALL VALVE THROTTLED TO ALLOW TRICKLE DRAIN BACK INTO WETWELL GOULDS WE03M EFFLUENT PUMPS (DUPLEX) 347 346 345 344 343 339 338 337 336 335 334 BAFFLE -' USE SPEED LEVELERS TO 2" MIN. ASSURE ALL OUTLETS ARE AT EXACTLY THE SAME ELEVATION 2" MIN. DROP BETWEEN INVERTS 4" PVC SDR-35 SOLID HEADER TO ABSORPTION LATERALS, 118" PER FOOT MIN SLOPE PUMP STATION NOTES SEAL ALL TANK OPENINGS WATERTIGHT. PROVIDE AND INSTALL UL LISTED PACKAGED PUMP CONTROL PANEL WITH VISUAL AND AUDIBLE ALARM. INSTALL DUPLEX, ALTERNATING, TIME DOSE CONTROL PANEL INSIDE HOUSE IN ACCESSIBLE LOCATIOV, SJE RHOMBUS IFS SINGLE PHASE DUPLEX TIME DEMAND CONTROLLER, WITH PUMP RUN TIME LOGGING. INSTALL POWER & CONTROL WIRING TO CONTROLLER WITH ALARM IN HOUSE IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND NATIONAL ELECTRIC CODE (N.EC.) REQUIREMENTS. PUMP CONTROL AND FLOAT LEVELS TO BE INSTALLED TO ALTERNA iE PUMP DOSING AND TO PROVIDE A 50 GAL DOSE, WITH 2 HOUR TIME DELAY BETWEEN DOSE PER PUMP. PUMPS TO BE GOULDS MODEL 3885, WE03M 23OV, SINGLE PHASE, 20 GPM PUMP AT 24 FT TDH. VERIFY ELECTRICAL SERVICE PRIOR TO PURCHASING PUMP. 10'-0„ 0. C. MAX. �117 PERSPECTI VE Z 0 N FLOW 36" FENCE POST 36" FENCE POST DRIVEN MINIMUM 16" INTO GROUND SILT STOP EMBED IN GROUND 8" MIN. SOIL BACKFILL SILT STOP EMBED IN GROUND 8" MIN. UNDISTURBED GROUND SECTION SEDIMENT CONTROL FENCE DETAIL NTS Dig Safely. New9York FILL MATERIAL NOTL AFTER REMOVING ORGANICS, EXC VATE FOR ABSORPTION BED, INSTALL ABSORPTION FIELD e'OMPONENTS AND PLACE SYSTEM FILL AS NEEDED TO PROVIDE THE REQUIRED BACKFILL GRADES AND TAPER AREAS• "SYSTEM FILL" MATERIAL SHALL BE CAREFULLY SELECTED SAND, SANDY LOAM OR SANDY LOAMY GRAVEL WITH IN —PLACE PERCOLATION RATE OF 3-5 MIN/INCH AND NO ORGANICS OR OBJECTS OVER 3" IN SIZE. LESS THAN 10% BY WEIGHT SHALL BE FINER THAN 0.05mm. AT LEAST 2590 OF THE MATERIAL BY WEIGHT SHALL BE IN THE RANGE OF 0.50mm TO 2.Omm. LESS THAN 15% OF THE MATERIAL BY WEIGHT SHALL BE LARGER THAN A 112" SIEVE. SYSTEM FILL MATERIAL IS TO BE MECHANICALLY STABILIZED IN 6" LIFTS. INSTALLER TO NOTIFY ENGINEER OF PROPOSED SOURCE OF SYSTEM FILL MATERIAL PRIOR TO TRANSPORTING TO SITE. MATERIAL REQUIRED TO PROVIDE COVER OF SEPTIC TANKS AND PUMP STATION MAY BE NATIVE MATERIAL OR OTHER MATERIAL WHICH IS NOT NECESSARILY SYSTEM FILL. SYSTEM INSTALLATION NOTES CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING AND IN ACCORDANCE WITH THE N.Y.S. DEPARTMENT OF HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS AND THE MANUFACTURER ANUA BORD NA MONA'S INSTRUCTIONS. AFTER EXCAVATION OF ABSORPTION BED TO THE DEPTHS REQUIRED, THE WALLS AND FLOOR OF EACH TRENCH SHALL BE CLEANED AND RAKED IN ORDER TO LOOSEN SMEARED SECTIONS OF TRENCH. PLACEMENT OF CRUSHED STONE, PURAFLO UNITS AND FILTER FABRIC SHALL BE AS SHOWN, AND CARE SHALL BE EXERCISED TO AVOID INCLUSION OF FINE GRAINED SOILS AND WASTE MATERIAL IN THE STONE ABSORPTION BED. DISPOSAL FIELD SHALL BE GRADED TO SHED RAINFALL AWAY FROM THE DISPOSAL FIELD. DO NOT USE HEAVY EQUIPMENT WITHIN THE ABSORPTION AREA AFTER ABSORPTION SYSTEM HAS BEEN INSTALLED. THIS SYSTEM IS DESIGNED FOR WATER CONSERVING FIXTURES AND IS NOT DESIGNED TO ACCOMODATE EXTREME WATER USE OR EXTREME ORGANIC LOADING DEVICES SUCH AS JACUZZI TYPE SPAS OR GARBAGE GRINDERS. ROOF, FOOTING, GARAGE, CELLAR AND SURFACE WATER DRAINAGE MUST BE EXCLUDED FROM THE WASTEWATER SYSTEM. TAX MAP # 226.12-1-62 ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW. Call Before You Dig ■ Wait The Required Time ■ Confirm Utility Response ■ Respect The Marks Dig With Care 800.962.7962 www.digsafelyneviyork.com .- ; SEPTIC DISPOSAL PERMIT Office Use Only APPLICATION Permit#: —P — b 2.?)!Q -20 2. Town ofQucensbury Permit Fee:$ Invoice#: , �2— Septic Variance? •t \rJ `ES-le 202o Flood Zone? We i . iw (4, Project Location:• 366 Cleverdale Road I- 1, I. --- Tax Map #: 226.12-1-62 • JUN 09 2023 RESIDENCE INFORMATION: TD1g�NZ G&CODES Y Year Built Gallons #of bedrooms: X gallons per =total daily f • per day bedroom Garbage Grinder Yes No 1980 or older 150 Installed? (choose one) ❑ 1981-1991 130 Spa or Hot Tub Yes No 1992-Present 110 3 110 330 Installed? (choose one) ❑ El PARCEL INFORMATION: Topography 0 Flat Rolling ❑■ Steep Slope 12 % Slope Soil Nature El Sand ❑ Loam ❑ Clay ❑ Other, explain: Groundwater At what depth? 54" Bedrock/Impervious material At what depth? >75" Domestic Water Supply ❑ Municipal ❑ Well *Lake (if well or lake, water supply from any septic system absorption is 96.4 • ft.) Percolation Test . Rate: 6:30 per minute per inch (test to be completed by a licensed engineer/architect) PROPOSED SYSTEM INFORMATION: Tank size gallons (min. size 1,000 gallons, add 250 gallons for each garbage cylinder or spa/hot tub Fuji Clean CE-5 enhanced treatment unit System Absorption field w/#2 stone Total length ft.; Each Trench ft. Seepage Pit w/#3 stone How many: ; Size: Alternative System Bed or other type: Absorption Bed: 11'x 29' • Holding Tank System Total required capacity? ; tank size ; # of tanks Septic Application Revised July 2022 LIN Ow� TOWN OF QUEENSBURY 742 Bay Road, Queensbury, NY. 12804-5902 Septic System Checklist (PS 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) iX All wells on property and adjacent properties shown Lily 41, l/tafr ff i if -s- 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 V riaSeptic tank and pump stations 10'from foundation, 50'from arr./well/lake/wetland, 10l'fro�nany waterline � p1 A (\/ASeptic 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 L ARLLeech Field 20'from foundation 100'from any well 10'from water line= liar)ov1/t,(�y)- - l k,__ _ •• kif Seepage pit 150'from well 50'from septic tank I Seepage Pits 3-times diameter apart t"-e5 Septic tank and pump stations over 30 gallons 50'from watercourse or wetland tra Distance from bottom of trench or system 24"to bedrock or mottling 36"within 1000'of Lake George -. 0 Leech field 100'from watercourse or wetland i6, y 1 4CS 0444 /L, 06-'/e441//-- -- Toe of mound or bottom of retaining wall 10'from property line, 100'from well, 20'from foundation -V Provide Engineer/Architect stamp for bed or design systems n 2 Department of Health Approval for all mobile home park new systems Flood Plain requirements N/" 2' above established flood elevation to bottom of system All tanks anchored or 2' above flood elevation 2.02� • RESOLUTION SETTING PUBLIC HEARING ON SEWAGE DISPOSAL VARIANCE APPLICATION OF KATHERYN AND DANIEL MCMORROW RESOLUTION NO.: BOH 31,2023 INTRODUCED BY: Mr.Anthony Metivier WHO MOVED ITS ADOPTION SECONDED BY: Mr.Harrison Freer WHEREAS, the Queensbury Town Board serves as the Town's Local Board of Health and is authorized by Town Code Chapter 136 to issue variances from the Town's On-Site Sewage Disposal Ordinance, and WHEREAS, Katheryn and Daniel McMorrow (Applicants) previously applied for and received approval from the Local Board of Health for variances from Chapter 136 to replace a failing wastewater system on their property located at 366 Cleverdale Road, Queensbury as delineated.in Resolution BOH 24,2016; however, the Applicants did not complete installation of the replacement wastewater system at that time, and WHEREAS, Applicants have resubmitted their application to'replace the wastewater system on their property by installation of a Fujiclean CE-5 Enhanced Treatment Unit (ETU) system with the requested variances, similar to those approved by Resolution BOH 24,2016, to be as follows: 1. Absorption field to be 96.4' from Lake George instead of the required 100' setback; and • 2. • Absorption field to be 3.9' from the north property line.instead of the required 10' setback; 3. Absorption field to be 11.4' from the residence instead of the required 20' setback; 4. ETU and Pump Station to be 3.8' from the south property line instead of the required 10' setback; 5. ETU and Pump Station to be. 4.7' from the residence instead of the required 10' setback; and 6. Effluent force main to be 3.7 from the residence instead of the required 10' setback; NOW,THEREFORE,BE IT RESOLVED, that the Town of Queensbury's Local Board of Health will hold a public hearing on Monday, June.5t',2023 at 7:00 p.m. at the Queensbury Activities Center, 742 Bay Road, Queensbury, to consider Katheryn and Daniel McMorrow's sewage disposal variance application concerning property located at 366 Cleverdale Road, Queensbury(Tax Map No.: 226.12-1-62)'and at that time all interested persons will be heard, and BE IT FURTHER, RESOLVED, that the Local Board of Health authorizes and directs the Queensbury Town Clerk to publish the Notice of Public Hearing presented at this meeting and send a copy of the Notice to neighbors located within 500' of the applicant's property as required by law. Duly adopted this 15th day of May, 2023,by the following vote: AYES : Mr. Freer, Mr. McNulty, Mr. Strough,Mr. Metivier NOES : None ABSENT: Mr. Ferone New York State 20 z3 Adirondack Park Agency KATHY HOCHUL BARBARA RICE Governor Executive Director June 12, 2023 • John O'Brien Director, Building & Codes Town of Queensbury 742 Bay Rd Queensbury, NY 12804 Re: LV2023-0050 Variance Application: McMorrow • Town Resolution: BOH33,2023 • Tax Map Number: 226.12-1-62 Dear John O'Brien: Adirondack Park Agency staff review of the above referenced variance determination has been completed. The applicant proposes to replace a failing on-site wastewater treatment system with an enhanced treatment unit. Relief is required from the Town for the following deficient setbacks: 1) Absorption field to mean high water mark(100 feet required, 96.4 feet proposed); • 2) Absorption field to north property line; 3) Absorption field to residence; • 4) ETU and Pump Station to south property line; 5) ETU and Pump Station to residence. Based on the information presented in the record; the Agency respects the findings of the Local Board of Health and no further review of this variance is required. • Thank you for your referral of this variance determination. • Sincerely, • • Robyn Burgess Principal Adirondack Park • Local Planning Assistance Specialist cc: John Strough, Supervisor, Town of Queensbury Craig Brown, Zoning Administrator, Town of Queensbury Caroline Barber, Town Clerk, Town of Queensbury • P.O.Box 99•1133 NYS Route 86•Ray Brook, NY 12977•Tel:(518)891-4050•www.apa.ny.gov _n,.. I• LOCATION MAP IPF I l +345,5 1 f -_ 3aya i O cop ' s Fx L cop I THERE/ SUPPLY ABSO, 6IRF ASPHALT DRIVE CRUSHED STONE PARKING AREA 10' P.L. SETBACK (WASTEWATER) �e COMPLIANT /i WASTEWATER m y' 3 ABSORPTION FIELD ENVELOPE Q ' LLJ 11'x29'x1' 'PROPOSED STONE ABSORPTION BED ' BASE EL. 339.0 yr h'Q o �3 Q' YI'BEDI z:a rAPEa SHED 338.8 LANDS N/F OF MARTIN 638 / 117 (WATER SUPPLY FROM LAKE GEORGE) °32'00"EE 105.49' CONCRETE CURB 0 96.4` REALIGNED STONE % PROPOSED SEDIMENT WALL & STAIRS CONTROL FENCE (0 2 STORY 338, WOOD FRAMED J < HOUSE W O u/d _4 `F`" � FM WALK %3 Ftil v A i - 10' P.L. SETBACK (WASTEWATER) REALIGNED STONE WALKWAY iRE NO KNOWN WATER 1-0 WELLS WITHIN 100' OF ' RPTION FIELD AREA. TREE CARVING TO BE RELOCATED ' of Q m W I�- ®I3 0 PROPOSED VARIANCE "I 1 SUMMARY ABSORPTION FIELD §136-9,D, - HORIZONTAL SEPARATION DISTANCES FROM WASTEWATER SOURCES: LAKE SETBACK - 100' REQ'D, 96.4' PROPOSED, 3.6' RELIEF REQUESTED SIDE SETBACK - 10' REQ'D, 3.9' PROPOSED, 6.1 ' RELIEF REQUESTED HOUSE SETBACK - 20' REQ'D, 11.4' PROPOSED, 8.6' RELIEF REQUESTED ENHANCED TREATMENT UNIT & PUMP STATION SIDE SETBACK - 10' REQ'D, 3.8' PROPOSED, 6.2' RELIEF REQUESTED HOUSE SETBACK - 10' REQ'D, 4.7' PROPOSED, 5.3' RELIEF REQUESTED EFFLUENT LINE TO D-BOX (FORCE MAIN) HOUSE SETBACK - 10' REQ'D, 3.7' PROPOSED, 6.3' RELIEF REQUESTED SrE .... TEST PIT DATA e � n TEST PITS s) l: ,y TP-1 - 812312012 BY. HUTCHINS ENGINEERING WITNESSED BY THE CHAZEN COMPANIES • 0-12" TOPSOIL A 16"t�ill i , 1 12-32" MEDIUM BROWN GRAVELLY FINE SAND WITH SILT & COBBLES & BOULDERS 32-52" REDDISH BROWN MEDIUM &FINE SAND WITH COBBLES & BOULDERS * 'r 52-15" MIXED SILTY SAND 21 WITH SILT & SHALE FRAGMENTS, MOIST r MOTTLING ® 54" � -•' PERCOLATION TEST PT-1 812312012 BY. HUTCHINS ENGINEERING > •�, STABILIZED PERCOLATION RATE: 6 MINUTES, 30 SECONDS PER INCH `t- , PROPOSED 4" wss f HOUSE SEWER j 9 36 COVERED PORCH s FS FM 3 MjJSFISF 33 M FM 3ot'y 00 STONE �SF `SF SF DECK WALK Area 6859.0± sq. ft. 0.16 Acres 77873-0-L PROPOSED 2" PROPOSED FUIICLEAN PROPOSED 4" PROPOSED 1000 GAOPOSED SEDIMENT FORCEMAIN ENHANCED TREATMENT EFFLUENT SEWER PRECAST CONCRETE CONTROL FENCE UNIT PUMP STATION LANDS N /F OF EXISTING W/W SYSTEM W/DUPLEX PUMPS ' BENSON TO BE PUMPED & ' 1027 / 45 STRUCTURE REMOVED (WATER SUPPLY FROM LAKE GEORGE) WASTEWATER REPLACEMENT PLAN GRAPHIC SCALE SCALE: 1 "= 6' 3 0 1.15 3 6 12 ( IN FEET ) VARIANCE APPROVAL RESOLUTION - JUNE 5, 2023 IRON ROD FOUND ON LINE, 0.38' NORTH OF AN IRON PIPE FOUND RESOLUTION APPROVING KATHERYNAND DANIELMCMORROW'S WHEREAS, the Town Clerk's Office bas advised that it duly notified all property owners setback; - Park Agency during such period. APPLICATION FOR SANITARY SEWAGE DISPOSAL VARIANCES witldn500feet ofthe sub'eupmperty, and 3. Absorption field an be 11,4' from the residence instead ofthe required 20' setback; - RESOLUTION NO.: ROH 33, 2023 4, ETU and Pump Station to be 3.8' here the such property line instead of the Duly adopted this 5'^ day of June, 2023, by the following vote: . WHEREAS, theA licanthassii tl modified the pp gh y proposed site ofUre filtration systemic required 10'setback, INTRODUCED BY: Mr. TimothyMcNulty ty cause a twen five t 2590 reduction m the septic bed aim instead of a thirty-three _ ty- Ire ( ) ppercent 5, ETU and Pump Station to be 4.7' @ore the residence instead of the required l0' AYES : Mr. Metivier, Mr. Ferore, Mr. McNulty, Mr. Stmugh - WHO MOVED ITS ADOPTION (3W.) reduction, setback; and NOES : Mr. Freer SECONDED BY: Mr. Anthony Metivier 6. Effluent force main to be 3.7 from the residence instead of the required 10' setback; ABSENT: None NOW, THEREFORE, BE IT WHEREAS, Katheryn and Daniel McMorrow (Applicators) previously applied for and on property located at 366 Clevardale Road, Queensbury and bearing Tax Map No, 226.12-1-62, I, Betty Marphy, Deputy Town, Clerk of the Town of Queensb WarrenNew RESOLVED, that and hereby certify that I have compared the foregoing with the original ion as listed above received approval from the Local Board of Health for variances from Town of Queensbury O-Site _ adopted at a regular meeting of the Town Bored of the Town of Queensbury held on the 5' day of Sews Disposal Ordinance, failing system on their property ga p Chapter 136 to replace - I. due to the nature of the variances, the Local Board of Health determines that the _ BE IT FMTHER, June, 2023 at which a quorum was present and that the same is a correct transcript therefrom and of thewhole original thereof to date, located at 366 Cleverdale Road, Queensbury as delineated in Resolution BOH 24;2016; however, a Resolution variances would net be material detrimental to the materially Purposes and objectives afthis � IN WITNESS THEREOF, I have hereto set my hand and the SEAL of said Town of Queensbury, the Applicants did not complete atallation ofthe re pp p c replacement wastewater system at that time, and Ordinaries or other adjoining properties nor otherwise conflict with the purpose and RESOLVED, that the variances are approved on the basis of the modified system design as this 6°i day ofJane, 2023. objectives ofmy Town plan or policy; and - set forth above, and ., WHCREAS, Applicants resubmitted their application to replace the wastewater system on 2. the Local Board ofIdeaith finds that the grouting of the variances is n .aaary fortire - - -,SEAL %- SIGNED: their -property byinstallamon of a Fujiclem CUS Enhanced Treatment Unit (ETU) system wish the reasonable use of the land and is the minimum variances which would alleviate the BE IT FURTHER, _ _m - - requested variances, similar to those approved by Resolution BOH 24,2016, as follows: specific moo-cary, hardship found by the Local Board of Health to affect the _ ep To Cl Dk _ er To a bury . applicants; and RESOLVED, that the ETU accordance shall be maintained by the property owners in with i. Absorption field to be 96.4' from Lake George instead ofthe required 100'setback; the manufacturer's recommendations for the life of the system, an and BE IT FURTHER, 2. Absorption field to be 3,9' from the north property line instead of the required 10' - - RE IT FURTHER, . setback; RESOLVED, that the Local Board of Health hereby approves the application of Katheryn 3, Absorption field in be i I A' from the residence instead ofthe requiredW setback; and Daniel McMoriow for variances from the Sawage Disposal Ordinance to replace the RESOLVED, that the Town Board authorizes snit directs the Town Clerk to forward by 4. ETU and Pump Station to be.3.8' from the south property line instead of the wastewater system on their property by installation of a Fujiclean CE-5 Erlmnced Treatment Unit certified mail a certified copy of this Resolutionto the Adrondack ParkAgency for its review, and required 10' setback; (ETU) system with the requested variances as follows: - - 5. ETU and Pump Station to be 4.7'from the residence instead ofthe requhed 10%and - BE IT FURTHER L Absorption field to be 96.4' from Lake George instead of the required 100' setback; . WHEREAS, the Town Clerk's Office published the Notice of Publio,Hearing in the Town's and - RESOLVED, that this approval Resolution shall not be effective until 30 days after such official newspaper and the Local Board of Health duty conducted a public hearing concerning the 2. Absorption field to be 3.9' from the north property, line instead of fhe required 10' notice to the Adirondack Park Agency and shall be subject to any lawful action by the Adirondack variance requests on Monday, Jane So° 2023, and - 2 3 4 SYSTEM MATERIAL SPECIFICATIONS HOUSE SEWER PIPE PIPING TO BE 4" SDR-35 OR SCH-40 PVC. INSTALL WITH 1/4" PER FOOT MINIMUM SLOPE. EFFLUENT SEWER PIPE PIPING TO BE 4" SDR-35 OR SCH-40 PVC. INSTALL WITH 1/8" PER FOOT MINIMUM SLOPE. FORCEMAIN PIPING TO BE 2" SDR-26 PVC OR SDR-9 HDPE. MAINTAIN 4' 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, TENCATE MIRAFI 140N OR EQUIVALENT. TOPSOIL PLACE 4" MINIMUM TOPSOIL OVER ENTIRE ABSORPTION FIELD AREA. SEED AND ESTABLISH TURF. SOUTHEAST CORNER CONCRETE i MEAN HIGH WATER - 320.20 MEAN LOW WATER - 317.74 FILE r0PY ►D vie SUN o 9 2023 rOLWN BU LDING &EENSBURY ODES WASTEWATER SYSTEM DESIGN (h W 3 N 3-BEDROOM RESIDENCE aa) 3 DESIGN FLOW - 110 GPD/BEDROOM n - C F+ SYSTEM DESIGN FLOW - 330 GPD < rD < -1 N SEPTIC TANK - FUJICLEAN ENHANCED TREATMENT UNIT CE-5 • F',+ PUMP STATION - 1000 GAL PRECAST CONCRETE n 01 *4 DESIGN DESIGN APPLICATION RATE: .8 GPD/SF, BASED ON D1 6-7 MIN/IN PERCOLATION RATE CL M ABSORPTION BED AREA REQ'D = (330 GPD)/(.8 GPD/SF) M = 413 SFL �p a 25% REDUCTION FOR E.T.U. = 310 SF REQ'D tu W `� °� ABSORPTION BED AREA PROVIDED = 11'T 9"V -319"fFQ U E E N S B U RY 01�r;��a��ea�r BUILDING & CODES DEPT. M � ` eGa o�y° ra ti�POTABLE WATER SUPPLY IS LAKE WA7E eV1ewed By. S Date: e5� 5 TAX MAP # 226.12-1-62 ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW. F N� aj0 A y 3 REVISED PER LOCAL BOARD OF HEALTH VARIANCE 6/6/23 C1 2 REVISED WASTEWATER SYSTEM DESIGN -REISSUED FOR SEPTIC VARIANCE 5110123 Cn 1 ADDED RESOLUTION - ISSUED FOR SEPTIC PERMIT 919/16 w 0 ISSUED FOR SEPTIC VARIANCE 7/6/16 o�9Q 06Z8 9 No. REVISIONS Date WASTEWATER REPLACEMENT PLAN J MAP REFERENC . � S' BASE INFORMATION FROM "MAP OF A SURVEY prepared for. MADE FOR KATHERYN & DANIEL MCMORROW" DATED DECEMBER 6, 2011, PREPARED BY. Kathe n &Daniel McMorrow Dig S a f e I Y. 366 Cleverdale Road New ® Y o r k 9,.1v D uts G j� Town of Queensbury, Warren County, NY Call Before You Dig ®Wait The Required Time S '� eves e S Drawn: LWD/JRS/WGC Checked: GTH Scale: 1"--6' Date: 712612012 Confirm Utility Response ®Respect The Marks Land Surveyors 169 Haviland Road � Dig With Care 800-962-7962 189 Heviland Read Queensbury, New York 12804 Queensbury, NY 12804 �+ (518) 745-0307 Phone 29574-®1 -�71 www.digsafelynewyork.com (518) 792-8474 New York Uc. No. 50135 Hutchins Engineering PLLC (518) 745-0308 Fox INSTALL POLYETHYLENE EXTENSION TO GRADE WITH TAMPER RESISTANT ACCESS COVER (NON —TRAFFIC AREAS) 1/4" PER FOOT MIN. SLOPE 4" HOUSE SEWER 2" 59" FUJICLEAN USA MODEL CE-5 ENHANCED TREATMENT UNIT EXCAVATION, PREPARATION, AND BACKFILL TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION MANUAL. 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. INSTALL POLYETHYLENE EXTENSION TO GRADE WITH TAMPER RESISTANT ACCESS COVER (NON —TRAFFIC AREAS) INSTALL POLYETHYLENE EXTENSION TO GRADE WITH TAMPER RESISTANT ACCESS COVER (NON —TRAFFIC AREAS) INSTALL FLOAT SWITCHES TO OPERATE PUMP AND MAINTAIN 1/8" PER FOOT LEVELS AS INDICATED MIN. SLOPE BALL VALVE 4" EFFLUENT SEWER INSTALL VALVES AND UNIONS SUCH THAT EITHER PUMP CAN BE a ISOLATED AND REMOVED WITHOUT REQUIRING PIT ENTRY ALARM 3" ABOVE 'PUMP ON' BALL CHECK VALVE & LAG PUMP ON PUMP ON .0 FLOAT SWITCHES — INSTALL INSIDE PUMP PIT FLOAT SWITCHES — a IN LOCATION ACCESSIBLE INSTALL INSIDE PUMP PIT PUMP OFF WITHOUT PIT ENTRY IN LOCATION ACCESSIBLE WITHOUT PIT ENTRY 16" MIN. VOLUME OF DOSE TO LOCATED IN "PUMP STATION NOTES" a o a a 1,000 GALLON PRECAST CONCRETE PUMP STA 77ON SEPTIC TANK & PUMP STATION DETAIL NTS EXTERIOR WEATHERPROOF JUNCTION BOX (IF NECESSARY). SEAL CONDUIT GAS TIGHT. INSTALL CONTROL PANEL IN HOUSE. ALL ELECTRICAL WORK TO BE INSPECTED BY A CERTIFIED ELECTRICAL INSPECTION AGENCY PRIOR TO START—UP OF PUMP STATION. TRANSITION TO 4" OUTSIDE OF D—BOX 2" FORCEMAIN '---2" SCH-40 PVC PIPING INSIDE WET WELL THROUGH WALL UNION — LOCATE SUCH THAT UNION CAN BE DISCONNECTED AND PUMP REMOVED WITHOUT TANK ENTRY REDUCING TEE POINTED DOWNWARD WITH 1" BALL VALVE THROTTLED TO ALLOW TRICKLE DRAIN BACK INTO WETWELL GOULDS WE03M EFFLUENT PUMPS (DUPLEX) 347 _.. _ ......_ _..._. __..._ _.._ _. _...... _ .........�_._.. ."_._..__.._.._.___— 347 12" MIN. COVER DISTRIBUTION BOX BAFFLE USE SPEED LEVELERS TO 2" MIN. ASSURE ALL OUTLETS ARE AT EXACTLY THE SAME ELEVATION 2" MIN. DROP BETWEEN INVERTS 4" PVC SDR-35 SOLID HEADER 7 TO ABSORPTION LATERALS, 118" PER FOOT MIN SLOPE PUMP STATION NOTES SEAL ALL TANK OPENINGS WATERTIGHT. PROVIDE AND INSTALL UL LISTED PACKAGED PUMP CONTROL PANEL WITH VISUAL AND AUDIBLE ALARM. INSTALL DUPLEX, ALTERNATING, 77ME DOSE CONTROL PANEL INSIDE HOUSE IN ACCESSIBLE LOCATION, SJE RHOMBUS IFS SINGLE PHASE DUPLEX TIME DEMAND CONTROLLER, WITH PUMP RUN 77ME LOGGING. INSTALL POWER & CONTROL WIRING TO CONTROLLER WITH ALARM IN HOUSE IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND NATIONAL ELECTRIC CODE (N.E.C.) REQUIREMENTS. PUMP CONTROL AND FLOAT LEVELS TO BE INSTALLED TO ALTERNATE PUMP DOSING AND TO PROVIDE A 50 GAL DOSE, WITH 2 HOUR TIME DELAY BETWEEN DOSE PER PUMP. PUMPS TO BE GOULDS MODEL 3885, WE03M 230V, SINGLE PHASE, 20 GPM PUMP AT 24 FT TDH. VERIFY ELECTRICAL SERVICE PRIOR TO PURCHASING PUMP. 0. C. MAX. L PERSPECTIVE 36" FENCE POST 36" FENCE POST DRIVEN MINIMUM 16" INTO GROUND SILT STOP EMBED IN GROUND 8" MIN. SOIL BACKFILL z_ SILT STOP EMBED IN o GROUND 8" MIN. N FLOW �� UNDISTURBED GROUND SECTION SEDIMENT CONTROL FENCE DETAIL NTS FILL MATERIAL NOTES AFTER REMOVING ORGANICS X AVATE FOR ABSORPTION BED, INSTALL ABSORPTION FIELD COMPONENTS AND PLACE SYSTEM FILL AS NEEDED TO PROVIDE THE REQUIRED BACKFILL GRADES AND TAPER AREAS. "SYSTEM FILL" MATERIAL SHALL BE CAREFULLY SELECTED SAND, SANDY LOAM OR SANDY LOAMY GRAVEL WITH IN —PLACE PERCOLATION RATE OF 3-5 MIN/INCH AND NO ORGANICS OR OBJECTS OVER 3" IN SIZE. LESS THAN 10% BY WEIGHT SHALL BE FINER THAN 0.05mm. AT LEAST 257 OF THE MATERIAL BY WEIGHT SHALL BE IN THE RANGE OF 0.50mm TO 2.Omm. LESS THAN 15% OF THE MATERIAL BY WEIGHT SHALL BE LARGER THAN A 112" SIEVE. SYSTEM FILL MATERIAL IS TO BE MECHANICALLY STABILIZED IN 6" LIFTS. INSTALLER TO NOTIFY ENGINEER OF PROPOSED SOURCE OF SYSTEM FILL MATERIAL PRIOR TO TRANSPORTING TO SITE. MATERIAL REQUIRED TO PROVIDE COVER OF SEPTIC TANKS AND PUMP STATION MAY BE NATIVE MATERIAL OR OTHER MATERIAL WHICH IS NOT NECESSARILY SYSTEM FILL. SYSTEM INSTALLATION NOTES CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING AND IN ACCORDANCE WITH THE N.Y.S. DEPARTMENT OF HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS AND THE MANUFACTURER ANUA BORD NA MONA'S INSTRUCTIONS. AFTER EXCAVATION OF ABSORPTION BED TO THE DEPTHS REQUIRED, THE WALLS AND FLOOR OF EACH TRENCH SHALL BE CLEANED AND RAKED IN ORDER TO LOOSEN SMEARED SECTIONS OF TRENCH.. PLACEMENT OF CRUSHED STONE, PURAFLO UNITS AND FILTER FABRIC SHALL BE AS SHOWN, AND CARE SHALL BE EXERCISED TO AVOID INCLUSION OF FINE GRAINED SOILS AND WASTE MATERIAL IN THE STONE ABSORPTION BED. DISPOSAL FIELD SHALL BE GRADED TO SHED RAINFALL AWAY FROM THE DISPOSAL FIELD. DO NOT USE HEAVY EQUIPMENT WITHIN THE ABSORPTION AREA AFTER ABSORPTION SYSTEM HAS BEEN INSTALLED. THIS SYSTEM IS DESIGNED FOR WATER CONSERVING FIXTURES AND IS NOT DESIGNED TO ACCOMODATE EXTREME WATER USE OR EXTREME ORGANIC LOADING DEVICES SUCH AS JACUZZI TYPE SPAS OR GARBAGE GRINDERS. ROOF, FOOTING, GARAGE, CELLAR AND SURFACE WATER DRAINAGE MUST BE EXCLUDED FROM THE WASTEWATER SYSTEM. TAX MAP # 226.12-1-62 ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW. 3 REVISED PER LOCAL BOARD OF HEALTH VARIANCE 616123 F N 2 REVISED WASTEWATER SYSTEM DESIGN —REISSUED FOR SEPTIC VARIANCE 5110123 �ooRS 1 ADDED RESOLUTION — ISSUED FOR SEPTIC PERMIT 919116 0 ISSUED FOR SEPTIC VARIANCE 716116 No. REVISIONS Date y `» WASTEWATER REPLACEMENT C DETAILS 0678 9 prepared for: IS 5 i Katheryn & Daniel W/Worrow Dig F'ScfelyY 366 Cleverdale Road II. New O r K Town of Queensbury, Warren County, NY Call Before You Dig Drawn: LWD/JRS/WGC Checked: GTH Scale: NOTED Date: 712612012 Wait The Required Time M Confirm Utility Response Respect The Marks 169 Haviland Road Dig With Care 800-962-7962 Queensbury, NY 12804 �+ Z95�T4-®�—�72 www.digsafeirewyork.com (518) 745-0307 Phone Hutchins Engineering PLLC (518) 745-0308 Fax RECORD DRAWING DIMENSIONS TABLE CORNER "A" CORNER "B" FUJIIN 10.9' 13.25' FUJI CENTER 12.5' 12.5' FUJI OUT 14' 12' PS IN RISER 17.5' 11.9, REALIGNED STONE WALKWAY THERE ARE NO KNOWN WATER SUPPLY WELLS WITHIN 100' OF ABSORPTION FIELD AREA. ®anoncFn 11AaTAA1r1= ABSORPTION FIELD §136-9.D. - HORIZONTAL SEPARATION DISTANCES FROM WASTEWATER SOURCES: LAKE SETBACK - 100' REQ'D, 96.4' PROPOSED, 3.6' RELIEF REQUESTED SIDE SETBACK - 10' REQ'D, 3.9' PROPOSED, 6.1' RELIEF REQUESTED HOUSE SETBACK - 20' REQ'D, 11.4' PROPOSED, 8.6' RELIEF REQUESTED ENHANCED TREATMENT UNIT & PUMP STATION SIDE SETBACK - 10' REQ'D, 3.8' PROPOSED, 6.2' RELIEF REQUESTED HOUSE SETBACK - 10' REQ'D, 4.7' PROPOSED, 5.3' RELIEF REQUESTED EFFLUENT LINE TO D-BOX (FORCE MAIN) HOUSE SETBACK - 10' REQ'D, 3.7' PROPOSED, 6.3' RELIEF REQUESTED .,..c...,,_.... . .,r ,o : sit TEST PIT DATA TEST PITS TP-1 8/23/2012 BY. HUTCHINS ENGINEERING �,� , � WITNESSED BY THE CHAZEN COMPANIES 0-12" TOPSOIL •€, rs 12-32 MEDIUM BROWN GRAVELLY FINE SAND • WITH SILT & COBBLES & BOULDERS « 32-52" REDDISH BROWN MEDIUM &FINE SAND 2s r �t� �,' ;�� WITH COBBLES & BOULDERS 52-75" MIXED SILTY SAND } °�` s •� `» WITH SILT & SHALE FRAGMENTS, MOIST MOTTLING @ 54" • �h , o� �: �: PERCOLATION TEST '= It PT-1 - 812312012 BY: HUTCHINS ENGINEERING STABILIZED PERCOLATION RATE: 6 MINUTES, 30 SECONDS PER INCH LOCATION MAP REALIGNED STONE N WALL & STAIRS { NEW 2UUU GAL PRECAST CONCRETE PUMP STATION W/DUPLEX PUMPS LANDS N/F OF MARTIN 638 / 117 (WATER SUPPLY FROM LAKE GEORGE) CONCRETE CURB ON LINE PROPOSED SEDIMENT CONTROL FENCE WASTEWATER REPLACEMENT PLAN SCALE: 1 "=6' PROPOSED SEDIMENT CONTROL FENCE i GRAPHIC SCALE 3 0 1.5 3 6 12 ( IN FEET ) 1 IRON ROD FOUND / ON LINE, 0.38' NORTh1 Of AN IRON PIPE FOUND 50LJT�'IEA5T CORNER 3 CONCRETE 1- I u 2^ 2 I I� 1 I I I 1 MEAN 11G 1 WATER - 320.20 1 I DECK 1 1 o MEAN LOW WATER - 317.74 LU LO ►.0 Area 6859.0± sq. ft. of BOAT HOUSE 0.16 Acres � I STONE STEPS WITH OVERHEAD NI DECK � I � I w oLLJ 1 � GE-'�R1GE 1- 1 z 1 O I I Q +I N F LANDS N/F OF I BENSON f� 1027 / 45 MEAN t11G1l WATER - 320.20 OCT '+ �� (WATER SUPPLY FROM LAKE GEORGE) MEAN LOW WATER - 3 17.74 TOWN OF QUEENSBURI BUILDING & CODES RECORD DRAWL Is�--0 -�� DRAWING VARIANCE APPROVAL RESOLUTION - JUNE 5, 2023 INSTALLATION DATE: 10111123 WASTEWATER SYSTEM DESIGN INSTALLED BY - CRANDALL EXCAVATING, INC. 3-BEDROOM RESIDENCE DES WHEREAS, the Town Clerk's Office has advised that it duly notified all owners - setback; Pads Agency during such period. RESOLUTION APPROVING KATHERYN AND DANIEL iMCMORROW'S property APPLICATION FOR SANITARY SEWAGE DISPOSAL VARIANCES within 500 tect of the subject property, and 3. Absorption field to be 11.4' from the residence instead of the required 20' setback; L ETU and Pump Station to be 3.8' from the south property line instead of the Duly adopted this 5" day of7une, 2023, by the following vote: RESOLUTION NO.: BOH 33, 2033 WHEREAS, the Applicant has slightly modified the proposed site ofthe filtration system to required 10' setback; - INTRODUCED BY: Mr. Timothy McNulty cause atwenty-fvc percent (75%) reduction m the septic bed size instead of a thirty-three percent 5. ETU and Pump Station to be 4.T from the residence instead of the required 10' AYES : Mr. Metwier, Mr. Feroac, Mr. McNulty, Mr. Strough WHO MOVED ITS ADOPTION 3% d (3 ) re uctioo, setback; and - NOES : Mc Freer SECONDED BY: Me A thony Metivier 6. Effluent force main to be 3.7 from the residence instead of the required 10' setback; ABSLYT: None _ NOW, THEREFORE, BE TT - - on property located at 366 Cleverdale Road, Queensbury and bearing Tax Map No.: 226.12-1-62, 1, Betty Murphy, Deputy To- Clerk of the Town of Queensbury, Warren County, New York, do WHEREAS, K ibmyn and Daniel McMorrow (Applicants) previously applied for and RESOLVED, that and - hereby certify that I have compared the foregoing with the original resolution as listed above received approval from the Local Beard o£Health for variances from To- of Queensbury OnSite adopted at a regular meeting of the Town Board of the Town of Queensbury held on the 5e day of Sewage Disposal Ordinance, Chapter 136 to replace a failing wastewater system on tier property I. due to the nature of the variances, the Local Board of Health determines that the BE IT FURTHER, June, 2023 at Ahich a quorum was present and that the same is a correct transcript therefrom and of the whole original thereof to date. located at 366 Cloverdale Road, Queensbury as delineated in Resolution BOH 24,20t6; however, variance s would not be materially detrimental to the purposes and objectives of this IN WITNESS THEREOF, I have hereto set my hand and the SEAL of said Town of Queensbury, this 6°i day ofJune, 2023. the Applicants did not complete installation of the replacement wastewater system at that time, and Ordinance or other adjoining properties nor otherwise conflict with the purpose and RESOLVED, that the variances are approved on the basis of the modified system design as objectives ofany Town plan or policy; and set forth above, and - - WHEREAS Applicants resubrmned their application to replace the wastewater system on 2. the Local Board of Health finds that the granting of the variances is nooleary, for the - SEAL ,- SIGNED:�.b, their property by instillation ofa FMlean CE-5 Evhanced Treatment Unit (EN) system with the reasonable use ofthe land and is the minimum variances which would alleviate the BEYT FURTHER, -.,B-especific unnecessary hardship found by the Local Board of Health to affect the To applicants; and RESOLVED, that the ETU shall be maintained by the property owners in accordance with 1. Absorption field to be 96.4' from Lake George instead of the required 100' setback; - the manufacturer's recommendations for the life of the system, an and - BEITFURTIIER, 2. Absorption field to be 3.9' from the north property line instead of the required 10' - BE I.I. FURTHER . setback; RESOLVED, that the Local Board of Health hereby- approves the application of Kather}ni 3. Absorprion field to be 11.4' from the residence instead ofthe required 20' setback; and Daniel McMom ex for variances from the Sewage Disposal Ordinance to replace the RESOLVED, that the Town Board authonzes and directs the Town Clerk to forward by 4. ETU and Pump Station to be 3.8' from the south property line instead of the y ins � wastewater system on their property b installation of a Fig ickam CE-5 Enhanced Treamhe at Unit certified mail a certified copy ofthis Resolution to the Adirondack Park Agency for its review, and required 10'setbaek; (PMsy� with the requested variances aafofinwa: 5. ETU and Pump Station to be 4 T from the residence instead of the required 10'; and BE TT FURTHER, 1. Abampdon field to be 96.4' Son Lake George instead of the required 100' setback; _ WHEREAS, the Town Clerk's Office published the Notice ofPabhc Hearing m the Town's and - RESOLVED, that this approval Resolution shall not be effective until 30 days after such official newspaper and the Local Board of Health duly conducted a public hearing concerning the 2. Absorption field to be 3.9- from the north property line instead of the required 10' notice to the Adirondack Park Agency and shall be subject W any lawful action by the Adirondack 7a .variance requests on Monday, June So, 2023, and - 2 3 4 n m z SYSTEM MATERIAL SPECIFICATIONS HOUSE SEWER PIPE PIPING TO BE 4" SDR-35 OR SCH-40 PVC. INSTALL WITH 1/4" PER FOOT MINIMUM SLOPE. EFFLUENT SEWER PIPE PIPING TO BE 4" SDR-35 OR SCH-40 PVC. INSTALL WITH 1/8" PER FOOT MINIMUM SLOPE. FORCEMAIN PIPING TO BE 2" SDR-26 PVC OR SDR-9 HDPE. MAINTAIN 4' 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, TENCATE MIRAFI 140N OR EQUIVALENT. TOPSOIL PLACE 4" MINIMUM TOPSOIL OVER ENTIRE ABSORPTION FIELD AREA. SEED AND ESTABLISH TURF. ION FLOW - 110 GPD/BEDROOM SYSTEM DESIGN FLOW - 330 GPD SEPTIC TANK - FUJICLEAN ENHANCED TREATMENT UNIT CE-5 PUMP STATION - 1000 GAL PRECAST CONCRETE DESIGN APPLICATION RATE: .8 GPD/SF, BASED ON RECORD DRAWING NOTE: 6-7 MIN/IN PERCOLATION RATE A REPRESENTATIVE OF OUR OFFICE VISITED THE SITE DURING CONSTRUCTION AND IT IS MY OPINION THAT ABSORPTION BED AREA REQ'D = (330 GPD)/(.8 GPD/SF) THE SYSTEM IS INSTALLED IN GENERAL CONFORMANCE WITH THE APPROVED PLAN AND THIS RECORD = 413 SFL DRAWING. FINAL SURFACE FINISHING AND TURF 25% REDUCTION FOR E.T.U. = 310 SF REQ'D ESTABLISHMENT IS ONGOING. G. THOMAS HUTCHINS, P.E. ABSORPTION BED AREA PROVIDED = 11'x29' = 319 SF ' 10/16/2023 POTABLE WATER SUPPLY IS LAKE WATER TAX MAP # 226.12-1-62 ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW. OOF S �� 4 RECORD DRAWING 101161202 3 REVISED PER LOCAL BOARD OF HEALTH VARIANCE 6 2 2 REVISED WASTEWATER SYSTEM DESIGN -REISSUED FOR SEPTIC VARIANCE 5110123 cn rr 1 ADDED RESOLUTION - ISSUED FOR SEPTIC PERMIT 9/9/16 O� 0 ISSUED FOR SEPTIC VARIANCE 7/6/16 No. REVISIONS Date oF�Ss78 MAPREFEREI�C WASTEWATER REPLACEMENT PLAN INFORMATIONBASE MAP OF A SURVEY prepared for: MADE FOR KATHERYN & DANIEL MCMORROW" DATED DECEMBER 6, 2011, PREPARED BY. Kafheryn & Daniel MCMOrrOW Dig Safely■ 366 Cleverdale Road New dYo rk ari D Ll S e� Town of Queensbury, Warren County, NY Call Before You Dig Wait Steve s "=6' 0 The Required Time Drawn: LWD/JRS/WGC Checked: GTH Scale: 1 Date: 7/26/2012 IM Confirm Utility Response E3 Respect The Marks Land Svirveyors 169 Haviland RoadEM DigWithCare 800-962.7962 189 Haviland Road Queensbury, New York 12804 Queensbury, NY 12804 (518) 7745-030 Phone ��++ 29574-®� -�7 www.digsafelyneviyork.com (518) 792-8474 New York 11c. No. 50135 Hutchins Engineering PLLC g g (518) 745-0308 Fax INSTALL POLYETHYLENE EXTENSION TO GRADE WITH TAMPER RESISTANT ACCESS COVER (NON —TRAFFIC AREAS) INSTALL POLYETHYLENE EXTENSION TO GRADE WITH TAMPER RESISTANT ACCESS COVER (NON —TRAFFIC AREAS) INSTALL POLYETHYLENE EXTENSION TO GRADE WITH TAMPER RESISTANT ACCESS COVER (NON -TRAFFIC AREAS) INSTALL FLOAT SWITCHES TO OPERATE PUMP AND MAINTAIN 114" PER FOOT 1E 8 PER FOOT LEVELS AS INDICATED MIN. SLOP ° 2" MIN. SLOPE 4" HOUSE SEWER BALL VALVE_ 4" EFFLUENT SEWER f INSTALL VALVES AND UNIONS SUCH THAT EITHER PUMP CAN BE ISOLATED AND REMOVED WITHOUT REQUIRING PIT ENTRY — ALARM 3" ABOVE 'PUMP ON' BALL CHECK VALVE --,,.I & LAG PUMP ON ° 59" FUJICLEAN USA MODEL CE-5 ENHANCED TREATMENT UNIT EXCAVATION, PREPARATION, AND BACKFILL TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION MANUAL. 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. 347 346 n17TVFWdV 345 344 343 342 341 340 339 338 337 336 335 334 EXTERIOR WEATHERPROOF JUNCTION BOX (IF NECESSARY). SEAL CONDUIT GAS TIGHT. INSTALL CONTROL PANEL IN HOUSE ALL ELECTRICAL WORK TO BE INSPECTED BY A CERTIFIED ELECTRICAL INSPECTION AGENCY PRIOR TO START—UP OF PUMP STATION. TRANSITION TO 4`-,12" MIN. COVER OUTSIDE OF D-BOX DISTRIBUTION BOX a ° � BAFFLE USE SPEED LEVELERS TO ASSURE ALL OUTLETS ARE AT 2" FORCEMAIN EXACTLY THE SAME ELEVATION PUMP ON FLOAT SWITCHES - FLOAT SWITCHES - INSTALL INSIDE PUMP PIT ° 2" SCH-40 PVC PIPING INSTALL INSIDE PUMP PIT IN LOCATION ACCESSIBLE INSIDE WET WELL THROUGH WALL IN LOCATION ACCESSIBLE PUMP OFF I WITHOUT PIT ENTRY � WITHOUT PIT ENTRY I UNION -LOCATE SUCH THAT 16" MIN. UNION CAN BE DISCONNECTED AND VOLUME OF DOSE TO ° PUMP REMOVED WITHOUT TANK LOCATED IN "PUMP STATION ENTRY NOTES" ° REDUCING TEE POINTED DOWNWARD ALLOW TRICKLE DRAIN BACK INTO WETWELL 1,000 GALLON PRECAST CONCRETE PUMP WITH 1" BALL VALVE THROTTLED TO STATION GOULDS WE03M EFFLUENT PUMPS (DUPLEX) ABSORPTION FIELD SECTION SCALE: 1 "=2' SEPTIC TANK & PUMP STATION DETAIL N TS 347 W1 t1911 343 342 — 341 340 rc k 338 334 4" PVC SDR-35 SOLID HEADER TO ABSORPTION LATERALS, 1/8" PER FOOT MIN SLOPE PUMP STATION NOTES SEAL ALL TANK OPENINGS WATERTIGHT. 2" MIN. 2" MIN. DROP BETWEEN INVERTS PROVIDE AND INSTALL UL LISTED PACKAGED PUMP CONTROL PANEL WITH VISUAL AND AUDIBLE ALARM. INSTALL DUPLEX, ALTERNATING, TIME DOSE CONTROL PANEL INSIDE HOUSE IN ACCESSIBLE LOCATION, SJE RHOMBUS IFS SINGLE PHASE DUPLEX TIME DEMAND CONTROLLER, WITH PUMP RUN TIME LOGGING. INSTALL POWER & CONTROL WIRING TO CONTROLLER WITH ALARM IN HOUSE IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND NATIONAL ELECTRIC CODE (N.EC.) REQUIREMENTS. PUMP CONTROL AND FLOAT LEVELS TO BE INSTALLED TO ALTERNATE PUMP DOSING AND TO PROVIDE A 50 GAL DOSE, WITH 2 HOUR TIME DELAY BETWEEN DOSE PER PUMP. PUMPS TO BE GOULDS MODEL 3885, WE03M 230V, SINGLE PHASE, 20 GPM PUMP AT 24 FT TDH. VERIFY ELECTRICAL SERVICE PRIOR TO PURCHASING PUMP. 10'-0" lle 0. C. MAX. 0 N FLOW z 7777' ' PERSPECTIVE 36" FENCE POST 36" FENCE POST DRIVEN MINIMUM 16" INTO GROUND SILT STOP EMBED IN GROUND 8" MIN. SOIL BACKFILL SILT STOP EMBED IN GROUND 8" MIN. UNDISTURBED GROUND SECTION SEDIMENT CONTROL FENCE DETAIL NTS Dig PlASafely New V York FILL MATERIAL NOTES AFTER REMOVING ORGANICS, EXCAVATE FOR ABSORPTION BED, INSTALL ABSORPTION FIELD COMPONENTS AND PLACE SYSTEM FILL AS NEEDED TO PROVIDE THE REQUIRED BACKFILL GRADES AND TAPER AREAS. "SYSTEM FILL" MATERIAL SHALL BE CAREFULLY SELECTED SAND, SANDY LOAM OR SANDY LOAMY GRAVEL WITH IN —PLACE PERCOLATION RATE OF 3-5 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 159' OF THE MATERIAL BY WEIGHT SHALL BE LARGER THAN A 1/2" SIEVE. SYSTEM FILL MATERIAL IS TO BE MECHANICALLY STABILIZED IN 6" LIFTS. INSTALLER TO NOTIFY ENGINEER OF PROPOSED SOURCE OF SYSTEM FILL MATERIAL PRIOR TO TRANSPORTING TO SITE. MATERIAL REQUIRED TO PROVIDE COVER OF SEPTIC TANKS AND PUMP STATION MAY BE NATIVE MATERIAL OR OTHER MATERIAL WHICH IS NOT NECESSARILY SYSTEM FILL. SYSTEM INSTALLATION NOTES CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING AND IN ACCORDANCE WITH THE N.Y.S. DEPARTMENT OF HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS AND THE MANUFACTURER ANUA BORD NA MONA'S INSTRUCTIONS. AFTER EXCAVATION OF ABSORPTION BED TO THE DEPTHS REQUIRED, THE WALLS AND FLOOR OF EACH TRENCH SHALL BE CLEANED AND RAKED IN ORDER TO LOOSEN SMEARED SECTIONS OF TRENCH. PLACEMENT OF CRUSHED STONE, PURAFLO UNITS AND FILTER FABRIC SHALL BE AS SHOWN, AND CARE SHALL BE EXERCISED TO AVOID INCLUSION OF FINE GRAINED SOILS AND WASTE MATERIAL IN THE STONE ABSORPTION BED. DISPOSAL FIELD SHALL BE GRADED TO SHED RAINFALL AWAY FROM THE DISPOSAL FIELD. DO NOT USE HEAVY EQUIPMENT WITHIN THE ABSORPTION AREA AFTER ABSORPTION SYSTEM HAS BEEN INSTALLED. THIS SYSTEM IS DESIGNED FOR WATER CONSERVING FIXTURES AND IS NOT DESIGNED TO ACCOMODATE EXTREME WATER USE OR EXTREME ORGANIC LOADING DEVICES SUCH AS JACUZZI TYPE SPAS OR GARBAGE GRINDERS. ROOF, FOOTING, GARAGE, CELLAR AND SURFACE WATER DRAINAGE MUST BE EXCLUDED FROM THE WASTEWATER SYSTEM. TAX MAP # 226.12-1-62 ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW. OCall Before You Dig E]Wait The Required Time [3Confirm Utility Response [3Respect The Marks p Dig With Care 800-962-7962 www.digsafelynewyork.com