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1.3 1.3 WASTEWATER-SEWER\Set PFFAiello—Replacement with Absorption Field Toe of fill to Well and Lane—ETU—In APA-1-22-2024 RESOLUTION SETTING PUBLIC HEARING ON SEWAGE DISPOSAL VARIANCE APPLICATION OF AIELLO IRREVOCABLE FAMILY TRUST RESOLUTION NO.: 92024 INTRODUCED BY: WHO MOVED ITS ADOPTION SECONDED BY: WHEREAS, the Queensbury Town Board serves as the Town's Local Board of Health and is authorized by Town Code Chapter 136 to issue variances from the Town's On-Site Sewage Disposal Ordinance, and WHEREAS, Steve and MaryBeth Aiello, on behalf of the Aiello Irrevocable Family Trust, has applied to the Local Board of Health for variances from Chapter 136 to install a replacement onsite wastewater treatment system with its absorption field(toe of fill)to be located: 1. 61' from the well in lieu of the required 100' setback; 2. .5' from the easterly property line in lieu of the required 10' setback; and 3. 5' from the southerly property line in lieu of the required 10' setback; on property located at 6 Fishing Hole Loop,Pilot Knob in the Town of Queensbury, NOW, THEREFORE, BE IT RESOLVED, that the Town of Queensbury Local Board of Health will hold a public hearing on Monday, February 12t", 2024 at 7:00 p.m. at the Queensbury Activities Center, 742 Bay Road, Queensbury, to consider the Aiello Irrevocable Family Trust's sewage disposal variance application concerning property located at 6 Fishing Hole Loop,Pilot Knob in the Town of Queensbury(Tax Map No.: 227.18-1-12) and at that time all interested persons will be heard, and BE IT FURTHER, RESOLVED, that the Local Board of Health authorizes and directs the Queensbury Town Clerk to publish the Notice of Public Hearing presented at this meeting and send a copy of the Notice to neighbors located within 500 feet of the property as required by law. Duly adopted this 22nd day of January, 2024,by the following vote: AYES NOES ABSENT: 169 Haviland Road �. ► Queensbury, NY 12804 Hutchins Engineering PLLC Phone: (518) 745-0307 Fax: (518) 745-0308 January 17, 2024 Town of Queensbury Local Board of Health COV 742 Bay Road k Queensbury NY 12804 cs Re: Aiello irrevocable Family Trust CP - 6 Fishing Hole, Pilot Knob, Tax Map ID-- 227. 18-1 -10 Septic Variances for new Onsite Wastewater Treatment System Installation Dear Supervisor Strough & Board Members; This office represents the Aiello Family with respect to a replacement Onsite Wastewater Treatment Sytem (OSWTS) installation for their home at 6 Fishing Hole Loop on Pilot Knob. The parcel passed the town's property transfer inspection in 2019 and the absorption field is exhibiting signs of failure and a replacement system needs to be installed. Given the parcel's size, layout and existing well location, it is not possible to install a compliant OSWTS upon the parcel, therefore several septic variances are requested from the board, which are itemized in the application and an Sheet S2 of the project plans. In order to maximize the separation distance to the existing well , it is proposed to construct the new absorption field over the southeasterly portion of the site, with the toes of fill along the southerly and easterly property lines. This layout will provide 61 -ft of separation to the existing well from the toe of fill , while the existing failed system is approximately 52-ft from the existing well. Due to these site restraints, it is proposed to install a Fujiclean ETU in-lieu of a traditional septic tank, which will provide pre-treatment of the wastewater, before the effluent is pumped to a new absorption bed installed in mound configuration. The new absorption bed will be elevated so that it meets the town's required 3-ft of vertical separation to groundwater. in addition , UV disinfection is proposed to be added to the well water supply to the home. Enclosed please find 9 sets of submission packages. We respectfully request that this item be placed upon the agenda of the next town board meeting. Please contact me with any questions that you may have. Thank you for your assistance with the project. Best Regards, Oe -------- - -- --- - --- Lucas W. Dobie, P. E. Associate/Partner — Design Engineer Enclosures C.c — Steve & Mary Beth Aiello .r SEPTIC VARIANCE ogee Use gnl,r Pertmt *- APPLICATION Permit Fee: $ Invoke #: 742 Bay Road, E2ueensbtwv, MY 12=4 Pc SIA-761-9256 www.gueensbunt.net Approvals: Submittal: 1 (one) original & 8 copies of the completed application package PLEASE PRINT LEGIBLY OAR TYPE, PLEASE INCLUDE AN EMAIL Section I.- contact Information: Aiello Irrevocable Family Trust Property owner(s): Steve & Mary Beth Aiello Owner's Agent: Hutchins Engineering PLLC Address: 6 Fishing Hole Loop, P.O. Box 14 Address: 169 Haviland Road Kattskill Bay, NY 12844 Queensbury, NY 12804 Phone #: 5118-409-3514 Steve Phone f: 518-745-0307 Email: homebased45(Mgmail.com Email: lwdobieohutchinsengineering.com Section 2• Site Information: Site Address: 6 Fishing Hole Loop Tax fD#: 227. 18-1 -10 Directions to site: Pilot Knob road, 113 mile north of Rt. 9L Section 3: Distance from well on property to septic system (if applicable) S1 feet Section 4• Is it possible to install a conforming septic system on this property? 0 Yes Q 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 proper pies' WYes ❑ No If No, please explain: Section 6: Is the proposed system to be installed under a parking, area? © Yes Q 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.): Setbacks - See Schedule on Plans Septic Variance Appki"tion Revised December 2021 J .q 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 Thomas Valentine Address 83C Pilot Knob Road Tax Map ID 227. 18-1 -12 South Name D. Brooks Teele Revocable Trust Address 10 Fishing Hole Loop Tax Map ID 227. 18-1 -8 East Name D. Brooks Teele Revocable Trust Address Pilot Knob Road Tax Map ID 227. 18-1 -9 West Name Same as South Address Tax Map ID Section 9: OWNERSTATEMENT I/We do hereby relieve the Town of Queensbury from any liabilities on the plumbing and septic system located at: 6 Fishing Hole Lc. I/We realize that putting, the well, septic tank or leaching systemless than the required 100 feet from the well may increase the risk of pollution. Owner—Print Name: St & Marw0eth Ai011o Owner—signature: Date: 1/17I24 Section 10• hIEIGHBOR 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 systern less than the required feet from the may increase the risk of pollution. Neighbor,/Tenant—Print Name: Neigh bor/Tena nt-Sign ature: Date: Septic Variance Application Revised December 2021 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: Owners Name: Aiello Family Irrevocable Trust Designates: Hutchins Engineering F'LLG as agent regarding the Septic Variance for Site Address: 6 Fishing Hole Loop Tax Map #: 227. 18- 1 - 10 Engineering 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. Official Meeting 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: Stq & Marr Bjpth Aiello OWNER- SIGNATURE: r DATE: 1 /1 7/24 AGENT—PRINT NAME: LucasVALZIobie AGENT—SIGNATUR • DATE: 1 /17/24 Septic:Variance Application Revised December 2021 SITE PLAN INFO FROM PLAN REFERENCE 2 i I WASTEWATER INFO FROM PLAN REFERENCE 3 NEIGHBOR BLDG NEIGHBOR BLDG II HOLDING TANKS± PER PLAN REF. 2 NEIGHBOR CONC. BLDG n— — p, jMOUSE SEWER NN885''388''35"E � rLEACHING PTICTANK ' N85'38'35"E AREA OVED / 'fib N85.00'00"E 227.18-1-10 s.4 a � 6 FISHING HOLE LOOP G E a " LANDS N/F OF = co AIELLO FAMILY TRUST EXIST. 0.38-AC± DWELL O� 3-BEDRO `' 1 a p 227,18-1-8 1 m $ LANDS N/F 'cps TEELE REVOCABLE TRUST M e3 I � 'V € La W �900eO � 00,00 tDESTN R�Gy20000OF Rt _ FISHING HOLE L000000 •! �� ;"- s 02 oQ"E rl<< v I ,WET ' SETBAc10pf � , � — _ r K (W/W) 0.5 -_--_ -------------------- _ ----------------- ------227,18-1-8 ` LANDS N/F NEIGHBORING TEELE REVOCABLE TRUST DRIVE DETAILED WASTEWATER PLAN Scale: 1 " = 10' GRAPHIC SCALE WASTEWATER SYSTEM SETBACK REQUIREMENTS STREAM, LAKE, PROPERTY LINE HOUSE WATERCOURSE, WELL WETLAND SEPTIC TANK 10, 10' 50' 50' ABSORPTION FIELD 10, 20' 100' 100' (TOE OF FILL) 227.18-1-12 LANDS N/F VALENTINE & CELESTE II I�I i PROP. 500 L SEPTIC TANK' AS DUPLEX PUMP STATION E-5 ENHANCED REATMENT UNIT PROP. 2 PVC SDR-26 ORCEMAIN, PROVIDE 'COVER & POSITIVE RAINBACK TO PUMP STA. 100' NV GH®0 wEL '� SE iB,q C, 20' WIDE 4CCE S ASL-MENC S/ = 22 ' waft" man -.. L NEIGHBOR��VG i' WASTEWATER INFO FROM WAS ys EVER ' PLAN REFERENCE 1 S 77.02700_L licOiNFIGURATION OP. 401, 500 SF ONE ABSORPTION BED, — I PRESSURE DISTRIBUTION, STALLED IN MOUND IN STABILIZED FILL PLAN REFERENCES: 1. WASTEWATER LOCATION FOR LANDS N/F OF TEALE TAKEN FROM: "REPLACEMENT SEPTIC SYSTEM DESIGN FOR D. BROOKS TEELE..." DATED MAY 31, 2001. PREPARED BY ENVIRONMENTAL DESIGN PARTNERSHIP, LLP. PERMIT NUMBER: 2001-358. 2. SITE PLAN FOR LANDS N/F OF VALENTINE & CELESTE TAKEN FROM: "MAP OF A SURVEY MADE FOR TOM VALENTINE AND JOHN CELSTE 83 PILOT KNOB ROAD..." DATED JANUARY 13, 2012, LAST REVISED AUGUST 1, 2012. TOWN OF QUEENSBURY ZBA PROJECT AV 44-2012. SEPTIC VARIANCE SUMMARY 1. ABSORPTION FIELD (TOE OF FILL) TO WELL 100' REQUIRED 61' PROPOSED FOR FILL 39' OF RELIEF REQUESTED 2. ABSORPTION FIELD (TOE OF FILL) TO EASTERLY PROPERTY LINE 10' REQUIRED .5' PROPOSED FOR FILL 9.5' OF RELIEF REQUESTED 3. ABSORPTION FIELD (TOE OF FILL) TO SOUTHERLY PROPERTY LINE 10' REQUIRED .5' PROPOSED FOR FILL 9.5' OF RELIEF REQUESTED U. V. DISINFECTION TO BE INSTALLED ON SUBJECT PARCEL WELL W1W SYSTEM INSTALLATION NOTES Site Location--� Location Map Site Location—/ Neighborhood Map • CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING AND IN ACCORDANCE WITH THE N.Y.S. DEPARTMENT OF HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS AND ASTM F481 INSTALLATION OF THERMOPLASTIC PIPE AND CORRUGATED TUBING IN SEPTIC TANK LEACH FIELDS. • AFTER EXCAVATION OF ABSORPTION BED AREA TO THE DEPTH REQUIRED, THE WALLS AND FLOOR SHALL BE CLEANED AND RAKED IN ORDER TO LOOSEN SMEARED SECTIONS OF BED. • PLACEMENT OF AGGREGATE SHALL BE AS SHOWN, AND CARE SHALL BE EXERCISED TO AVOID INCLUSION OF FINE GRAINED SOILS AND WASTE MATERIAL IN THE ABSORPTION BED. • THE PIPE AND STONE SHALL BE LAID AT THE GRADES INDICATED, MAINTAINING STRAIGHT CONTINUOUS GRADES WITHOUT SAGS, HUMPS, SEPARATED JOINTS, OR OTHER UNSUITABLE CONDITIONS. • 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 BED HAS BEEN INSTALLED. • THIS SYSTEM IS DESIGNED FOR WATER CONSERVING FIXTURES AND IS NOT DESIGNED TO ACCOMMODATE _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. MAP REFERENCES: BASE MAP INFORMATION FROM 1. MAP OF BOUNDARY LINE ADJUSTMENT FOR D.BROOKS TEELE AND MARY BETH JAMES AIELLO BY D.L. DICKINSON JANUARY 10, 2019 2. WARREN COUNTY GIS, AERIAL PHOTOGRAPHY, AND FIELD MEASUREMENTS. ALL LOCATIONS ARE APPROXIMATE CONTRACTOR TO FIELD VERIFY ALL SETBACKS PRIOR TO BEGINNING INSTALLATION. Dig 0 Safely. NewlYork p Call Before You Dig E] Wait The Required Time 0 Confirm Utility Response Respect The Marks 0 Dig With Care 800-962.7962 www.digsafelynewyork.com ABSORPTION FIELD NOTES THIS DESIGN UTILIZES STANDARD PIPE -IN -STONE ABSORPTION BED INSTALLED IN MOUND CONFIGURATION. CUT ALL TREES, STUMPS AND OTHER VEGETATION AT GRADE AND REMOVE. REMOVE STUMPS AND EXISTING TOPSOIL AND ORGANIC MATERIAL FROM SURFACE PRIOR TO PLACING FILL. USE TRACKED EQUIPMENT FOR ALL WORK IN ABSORPTION FIELD AREA. CONSTRUCT DRAINAGE SWALE UPGRADIENT OF SYSTEM IN ORDER TO DIVERT SURFACE RUNOFF AROUND ABSORPTION FIELD. BOTTOM OF BED INSTALLATION ELEVATION = 18" MIN. ABOVE EXISTING GRADE (PROVIDE 36" OF VERTICAL SEPARATION FROM BOTTOM OF STONE TO BOUNDARY CONDITION (SEASONAL HIGH GROUNDWATER, 18" DEPTH). REMOVE ORGANICS, TOPSOIL AND TURN TOP 2-FT OF NATIVE SOILS PRIOR TO PLACING SYSTEM FILL. INSPECTION REQUIREMENTS FILL PLACEMENT TO BE INSPECTED BY DESIGN ENGINEER AFTER STABILIZATION AND GRADES HAVE BEEN ESTABLISHED, PRIOR TO INSTALLING THE ABSORPTION BED. SEPTIC TANK, PUMP STATION, PIPING, ABSORPTION FIELD COMPONENTS TO BE INSPECTED BY THE TOWN OF QUEENSBURY BUILDING DEPARTMENT & DESIGN ENGINEER PRIOR TO BACKFILL PRELIMINARY, FOR REVIEW ONLY, NOT FOR CONSTRUCTION TAX MAP # 227.18-1-10 WASTEWATER SYSTEM DESIGN SITE SOILS DATA 3-BEDROOM RESIDENCE TEST PITS WATER SAVING FIXTURES TP-1 - 1210712023 BY L.W. DOBIE, P.E. (1.6 GPF MAX. FLUSH, 3.0 GPM MAX. FAUCETS) AREA OF PROPOSED ABSORPTION FIELD DESIGN FLOW - 110 GPD/BEDROOM - 0-4" TOPSOIL &GRASS SYSTEM DESIGN FLOW - 330 GPD 4-28" - BROWN FINE SAND, TRACE SILT PRETREATMENT TANK - FUJICLEAN CE-5 ETU GROUNDWATER @ 18" PUMP STATION - 500 GAL PRECAST CONCRETE WITH DUPLEX PUMPS BOUNDARY CONDITION @ 18" AND PRESSURE DISTRIBUTION PROVIDE 36" VERTICAL SEPARATION TO BOUNDARY CONDITION - PRETRETMENT TANK TO HAVE ANTI -FLOATATION POURED CONCRETE RING WITH BOTTOM OF ABSORPTION BED - PUMP TANK TO HAVE ANTI -FLOATATION BASE EXTENSIONS (BOTTOM OF STONE) LEACH FIELD - MOUND W/PRESSURE DISTRIBUTION STONE ABSORPTION BED PERCOLATION TEST ABSORPTION BED AREA REQ'D = (330 GPD)/(0.7 GPD/SF) = 472 SF PT-1 - 1210712023 BY L.W. DOBIE, P.E. - APPENDIX 75-A, TABLE 5 STABILIZED PERCOLATION RATE: - UP TO A 10-MIN PERCOLATION RATE IN NEW SYSTEM FILL MAT'L 22 MINUTES PER INCH ABSORPTION BED AREA TO BE PROVIDED = 500 SF, 40' TOTAL LENGTH PT-2 - 1210712023 BY L.W. DOBIE, P.E. WIDTH OF EAST END: 15, WIDTH OF WEST END: 10' STABILIZED PERCOLATION RATE: 28 MINUTES PER INCH MOUND BASAL AREA REQ'D = (330 GPD) / (0.6 GPD/SF) = 550 SF - APPENDIX 75-A, TABLE 4B - 21-30 MIN/IN PERCOLATION RATE FOR NATIVE SOILS (0.6 GPD/SF APPLICATION RATE) MOUND DIMENSIONS TOP OF MOUND: EAST. 18' SOUTH: 46' WEST. 13' NORTH: 47' = 852 SF (BED WITH 3' ALL AROUND TO TOP OF MOUND) TOTAL BASAL AREA PROVIDED = 1773 SF (AREA OF 3' FILL + 6' TAPERS ALL AROUND) - 6' MIN. TAPERS ON HIGH SIDE AND ENDS - 18" MIN. FILL BELOW ABSORPTION BED AREA AND NATIVE GRADE REMOVED SURFACE ORGANICS & TOPSOIL & TURN/TILL TOP 24" OF NATIVE SOIL BELOW BED AND TAPER AREAS DOSING 6' TAPER DOSING TO BE PRESSURE DISTRIBUTION VIA DUPLEX PUMP STATION, 19 GAL CAPACITY IN DISTRIBUTION PIPING ((3) LATERALS OF 2" PIPE ® 35, AND (1) LATERAL OF 2" PIPE AT 15', 2.5' 1 MAX 3 ON -CENTER, 0.16 GAL/LF PIPE VOLUME) SLOPE F—i! VOLUME OF DOSE TO BE 501 GALLONS ' AF POTABLE WATER SUPPLY IS EXISTING WELL ' - 50' MINIMUM SEPARATION BETWEEN WELL & ETU & PUMP STATION TO BE PROVIDED k - 700' SEPARATION BETWEEN WELL & ABSORPTION MOUND CANNOT BE MAINTAINED, BOUNDARY COQMITION WELL NOTE: UV TREATMENT I DISINFECTION TO BE INSTALLED ON SUBJECT PARCELS WELL WATER SUPPLY WASTEWATER 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 EFFLUENT FORCE MAIN PIPING TO BE 2" PVC SDR-26 OR SCH-40, PROVIDE POSITIVE DRAINBACK TO PUMP STATION FILTER FABRIC FILTER FABRIC TO BE 4.8 OZ/SY NON -WOVEN SEPARATION FABRIC, TENCATE MIRAFI 140N OR EQUIVALENT. SYSTEM FILL MATERIAL FILL MATERIAL TO BE GRANULAR SANDY LOAM MATERIAL WITH NO PARTICLES GREATER THAN 3" AS DESCRIBED IN "WASTEWATER SYSTEM FILL MATERIAL NOTES." TOPSOIL PLACE 4" MINIMUM TOPSOIL OVER ENTIRE ABSORPTION FIELD AREA. SEED, MULCH AND ESTABLISH TURF. 2" THREADED PLUG 2" 90' BEND 5/16" HOLES AT 4' O.C. FACING DOWNWARD WASTEWATER SYSTEM FILL MATERIAL NOTES AFTER REMOVING ORGANICS & TOPSOIL, PLACE SYSTEM FILL OVER THE ENTIRE AREA OF PROPOSED ABSORPTION BED AND TAPER AREA. "ABSORPTION AREA SYSTEM FILL" MATERIAL SHALL BE CAREFULLY SELECTED SAND, SANDY LOAM OR SANDY LOAMY GRAVEL WITH IN -PLACE PERCOLATION RATE OF 3-6 MIN/INCH AND NO ORGANICS OR OBJECTS OVER 3" IN SIZE. LESS THAN 10% BY WEIGHT SHALL BE FINER THAN 0.05mm. AT LEAST 25% OF THE MATERIAL BY WEIGHT SHALL BE IN THE RANGE OF 0.50mm TO 2.Omm. LESS THAN 15% OF THE MATERIAL BY WEIGHT SHALL BE LARGER THAN A 1/2" SIEVE. ABSORPTION AREA SYSTEM FILL MATERIAL SHALL BE INSTALLED TO PROVIDE MINIMUM OF 3-FEET BETWEEN BOUNDARY CONDITION (BEDROCK, CLAY OR SEASONAL HIGH GROUNDWATER) AND BOTTOM OF ABSORPTION BED. ONLY SYSTEM FILL MATERIAL SHALL BE INSTALLED THROUGHOUT THE ABSORPTION BED AREA AND TAPER AREAS. ABSORPTION AREA SYSTEM FILL MATERIAL IS TO BE MECHANICALLY STABILIZED IN 12" LIFTS WITH TRACKED EQUIPMENT PRIOR TO INSTALLATION OF ABSORPTION BED. INSTALLER TO NOTIFY ENGINEER OF PROPOSED SOURCE OF SYSTEM FILL MATERIAL PRIOR TO TRANSPORTING TO SITE A PERCOLATION TEST IS TO BE PERFORMED PRIOR TO INSTALLING ABSORPTION BED TO VERIFY IN -PLACE PERCOLATION RATE IS IN ACCORDANCE WITH FILL SPECIFICATIONS. DISTAL END CLEANOUT DETAIL SCALE: NTS 21' MIN. WIDTH OF TOP OF SYSTEM FILL 33' MIN. LENGTH OF TOP OF SYSTEM FILL 3' TO TOP 15' BED WIDTH (SEE PLAN) OF TAPER .— 4' TYP. PIPE SPACING 3't 12" MAX COVER o�J q o 471VF r,RanF 2" SCH-40 PVC DISTRIBUTION 3' TO TOP 6' TAPER OF TAPER 6" MIN.` COVER AT EDGE IOF MOUND 4" TOPSOIL ON ENTIRE FILL AREA, SEED AND ESTABLISH TURF x 18 ' > X i j ABOVE " MII STING 36" MIN. — ~' l l 8" STONE l BELOW PIPE SEPARATION TO GRADE j BOUNDARY CONDITION — TAPER AREA - MAXIMUM SLOPE 1: 3. THE WASTEWATER TREATMENT SYSTEM 1S DESIGNED AND APPROVED BASED UPON THE EXISTING ORGANICS TO - 12" OF 3/4-1 j"—I FILTER FABRIC_J ---2" PVC W/5/16" DRILLED \ SYSTEM FILL MATERIAL ALL AROUND BE REMOVED PRIOR WASHED CRUSHED STONE MIRAFI 140N OR EQUAL HOLES @ 4' O.C. AFTER REMOVING ORGANICS, INSTALLATION OF WATER CONSERVING FIXTURES AND A DESIGN FLOW OF 110 GPD PER TO PLACING FILL ABSORPTION BED OVER TOP OF STONE PRESSURE DISTRIBUTION -- BEDROOM. THE SYSTEM IS NOT DESIGNED TO ACCOMMODATE EXTREME WATER USE FIXTURES, SUCH AS JACUZZI-TYPE SPA TUBS OR WATER TREATMENT EQUIPMENT. THE SYSTEM IS NOT DESIGNED TO ACCOMODATE GARBAGE GRINDERS. THE INSTALLATION OF GARBAGE GRINDERS, NON -CONSERVING WATER FIXTURES OR EXTREME WATER USE FIXTURES IS CONTRARY TO THE APPROVAL OF THIS WASTEWATER TREATMENT SYSTEM E.T.U. NOTE DUE TO HIGH GROUNDWATER TABLE, THE E.T.U. SHALL HAVE A CONCRETE ANTI -FLOATATION COLLAR ALL AROUND, PER INSTALLATION MANUAL. TO PREVENT INSTALL POLYETHYLENE EXTENSION - FLOATATION. TO GRADE WITH TAMPER RESISTANT ACCESS COVER \ (NON -TRAFFIC AREAS) 114" PER FOOT MIN. SLOPE 2" 4" PVC SDR-35 HOUSE SEWER y 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. FUJICLEAN USA MODEL CE-5 ENHANCED TREATMENT UNIT EXCAVATION, PREPARATION, AND BACKFILL TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION MANUAL. LATERALS INSTALLED LEVEL TILL/TURN TOP 24 OF NATIVE MATERIAL PRIOR TO PLACING FILL EAST SIDE MOUND ABSORPTION FIELD SECTION SCALE: NTS 500 GAL PRECAST CONCRETE -- SEPTIC TANK W/EXTRA HEAVY DUTY TOP AS DUPLEX PUMP STATION TO BE DAMP-PROOF TAR COATED ON OUTSIDE BY CONTRACTOR 30" POLYETHYLENE EXTENSION TO GRADE WITH TAMPER RESISTANT ACCESS COVER CHAIN ON PUMP TO TOP OF TANK TO ALLOW FOR FUTURE PUMP REMOVAL WITHOUT ENTERING TANK 1/8" PER FOOT MIN. SLOPE n° BALL VALVE 4" PVC SDR-35 EFFLUENT SEWER INSTALL VALVES AND UNION SUCH THAT ,--CONCRETE ANTI -FLOTATION PUMP CAN BE COLLAR ALL AROUND PER ISOLATED AND C INSTALLATION MANUAL REMOVED WITHOUT REQUIRING PIT ENTRY Q ALARM/LAG PUMP ON 'PUMP - 6" ABOVE ON' PUMP ON VOLUME a OF DOSE PUMP OFF - 50 GALS FLOAT SWITCHES - INSTALL 12" MIN. INSIDE PUMP PIT IN a LOCATION ACCESSIBLE e ° WITHOUT PIT ENTRY ° a \ ♦ ° ° 12" OF 3/4-1-1 /2" —1 BALL CHECK VALVE —'1 PRECAST CONCRETE_' CRUSHED STONE ANTI -FLOATATION DUPLEX EFFLUENT PUMPS BASE EXTENSION GOULDS 3885 WE SERIES BY MANUFACTURER FUJICLEAN ETU & PUMP STATION DETAIL .� 2'-10 14" I 4" INLET PIPE-- / 4'- 4 INLET BAFFL i '--FLOW BAFFLE RECIRCULATION PIPE-'/ (CLEANING OPENING) B FLOW OPENING (TYP.)-' PLAN VIEW 20" ACCESS COVER 20" ACCESS COVER 24" ACCESS COVER-� (TYP) \ (TYP)(TYP) 7 ; H 11 ALSZ U 5_ n ,'S„ I U 4._4 4'-3» 2 x 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. �--- 2" SDR-26 PVC FORCEMAIN \'-- PROVIDE POSITIVE DRAINBACK TO PUMP STATION 2" SCH-40 PVC PIPING INSIDE WET WELL THROUGH WALL GATE VALVE 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 EACH PUMP REMOVED WITHOUT TANK ENTRY SCUM BAFFLE B -2'-7 RECIRCULATION �1 I AIR LIFT PUMP X 0 ISINFECTION \` . • - CYLINDER (OPTIONAL) /-4" OUTLET PIPE �.'I. 4A O X1 EFFLUENT AIR LIFT PUMP " AIR INTAKE DISINFECTION CYLINDER (OPTIONAL) II �Ik ICI \ 5 4'- 2„ 3 CHAMBER 0 Sedimentation Chamber Q2 Anaerobic Filtration Chamber Q3 Aerobic Contact Filtration Chamber 127 ® Clarification Chamber 63 © Disinfection Chamber 4 Total Volume 749 SPECIFICATIONS Anaerobic Media PP / PE Board Type Aerobic Media PVC / PP / PE Aerobic Media PP / PE Blower 2.8 cfm Tank FRP Piping PVC / PP / PE Access Covers Plastic / Cast Iron Disinfectant (Optional) Chlorine Tablets SECTION A -A VIEW SECTION B-B VIEW FUJICLEAN CE-5 ETU DETAILS NTS 'ACCESS COVER DW OPENING iARD TYPE )NTACT MEDIA CIRCULATION R LIFT PUMP ROBIC MEDIA RATION ASSEMBLY 2" SCH-40 PVC 1--8"0 LANDSCAPING IRRIGATION BOXES 2" SCH-40 SOLVENT WELD W/ 5/16" HOLES FORCEMAIN /TO GRADE OVER CLEANOUTS DRILLED AT 4' O.C., HOLES TO FACE DOWNWARD (6 O'CLOCK) IN ALL CASES i 40.3' - v 15' LENGTH \\ ol-- - OF P.D. PIPE A,CE 2.5' I �2" SCH-40 PVC ---IICI SOLID PIPE I � I J� 2.5' 35' LENGTH 15 "IIL OF P.D. PIPE \ 2.5' i I I I 10' j \ 2.5 j L \ 2.5' ! L— — — — — — — ------------------------------------------------------------------ ---_-J -- 40' ' WATER TIGHT DISTAL END LUW/RISER TO GRADEADE,, SEE DETAIL MnUND ABSnRPTTnN RFD PI AN 2" SDR-26 PVC P.D. MANIFOLD PUMP STATION NOTES SEAL ALL TANK OPENINGS WATERTIGHT. PROVIDE AND INSTALL UL LISTED PACKAGED PUMP CONTROL PANEL WITH VISUAL AND AUDIBLE ALARM. INSTALL DUPLEX, ALTERNATING, DEMAND DOSE CONTROL PANEL INSIDE HOUSE IN ACCESSIBLE LOCATION, SJE RHOMBUS IFS SINGLE PHASE DUPLEX DEMAND DOSE CONTROLLER. 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 PUMPS TO BE GOULDS MODEL 3885, WE05H 230V, SINGLE PHASE, 35 GPM PUMP AT 30 FT TDH. VERIFY ELECTRICAL SERVICE PRIOR TO PURCHASING PUMP. Dig Safely, NewOYork Call Before You Dig Wait The Required Time El Confirm Utility Response Respect The Marks El Dig With Care 800.962-7962 www.digsafelynewyork.com NTS PRELIMINARY, FOR REVIEW ONLY, NOT FOR CONSTRUCTION TAX MAP # 227.18-1-10 N TS