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.5 1.5 WASTEWATER-SEWER\Set PHFDickaison Tzust Replacement System With Components and ETU to Lake Lane House—In APA-9-26-2022 RESOLUTION SETTING PUBLIC HEARING ON SEWAGE DISPOSAL VARIANCE APPLICATION OF LORRAINE W. DICKINSON TRUST RESOLUTION NO.: ,2022 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, the Lorraine W. Dickinson Trust has applied to the Local Board of Health for variances from 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 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, NOW, THEREFORE, BE IT RESOLVED, that the Town of Queensbury Local Board of Health will hold a public hearing on Monday, October 17t", 2022 at 7:00 p.m. at the Queensbury Activities Center, 742 Bay Road, Queensbury, to consider the Lorraine W. Dickinson Trust's sewage disposal variance application concerning property located at 113 Rockhurst Road in the Town of Queensbury (Tax Map No.: 227.9-1-7) 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 26t'day of September, 2022,by the following vote: AYES NOES ABSENT: 1.69,Haviland Road Queensbury, NY 12804 Hutchins Engineering . Phone:(518)745-0307 Fax: (518)745-0308 117 September 16, 2022 h PIEC_tNJE® Town of Queensbury, Local Board of Health SEA 1_ 02 742 Bay Roadu�EsBURY Queensbury, NY 12804 GIvKS OFFICE. CO cl' Re: Lorraine W. Dickinson Trust 113 Rockhurst Road, Queensbury o�C 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 Office Use only SEPTIC VARIANCE Permit#: APPLICATION Permit Fee:$ Tbs%n of CLrtirnshury - Invoice#: 742 Bay Road,Queensbury,NY 12804 P:518-761-8256 www.OueensburV.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 Fallsi 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-9L N turn right onto Cleverdale Road for 0.8.miles; right onto Rockhurst Rd Section 3: for 0.7 miles; parcel on left side LLaKe Water Supply Distance from `eN on property to septic system (if applicable) 75 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: No Neighboring Wells Section 6: Is the proposed system to be installed under a parking area? ❑Yes FO-1 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 � Section 8: List the names, parcel addresses, and tax map numbers Dfall adjoining property owners. You may obtain this � information from the Town ofQueensbun/s Assessor's Office: | | North Name ` Address 117RoCkhurst Road— Tax Map |O 2217 9-1-8 South Name John A. Swan Address 111RockhUrst Road Tax Map ID 227.9-1-6 East Name Carl Weiner Address Tax Map ID 227.9-1-9 West Name Lake George Address Tax Map |D Section 9: OWNER STATEMENT |/VVedohere6v relieve the TovvnofQueensburyfronn any liabilities on the p|unnbingand septic systennlocated at: J/We realize that putting the well, septic tank or leaching system less than the required 100 feet from the may increase the risk ofpollution. Owner—Print Name: Lorraine W Dickinson Trust Ovvmer--5ignatuneT Date: NEIGHBOR OR TENANT RELEASE STATEMENT 01app8cab6e\ I/We do hereby relieve the Town of Queensbury from any liabilities on the plumbing and septic system located at: [/We realize that putting the well, septic tank or leaching system less than the required feet from the rnayinzreasethe risk ofpollution. Neighbor/Tenant--Print Name: Neighbor/Tenant-Signature: Date: Section 12:— 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:"6uaine W Dickinson.Tr_ust . Hutchins-Engineering PLLC Designates: as agent regarding the Septic Variance for Site Address: 1A-3-Rockhurst_Road _ Tax Map#: 227.9-1-7 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. AiLitt orizatibm o'r:Siie=Visits:�-By signing this page and submitting the application materials attached herein,the Owner,Applicant and.hisjherjtheir agent hereby authorize the Town Board of Health, building and code Enforcement Officers and Town Engineer to enter thesubject 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 iis.the applicant's responsibility to obtain any additional permits. Official=iVleetin Minates=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 thatthe 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-5IGIVATURE n. DATE: ` AGENT—PRINT NAME horilas:Hutc. 'ns, P E. AGENT—SIGNATURE: = DATE:', Septic Variance Application Revised December 2021 Lake George Sandy Bay a� s � O T- N u 5'± CIRF LAKE WATER SUPPLY 227.9-1-8 Lands NIF of Lambert's Landing LLC 8:5023 P:173 E 66.27' - EXISTING PUMP STATION TO BE REMOVED EXISTING ANTIQUATED SEPTICTANKTO SE REMOVED PROP. 4" PVC SCH-40 HOUSE SEWER Rail Fe ce N LAKEWATERxNTAKE -''T"� t ` APPROXIMATE LOCATION � 25" mlo k U 000 � - 1W P.L. SETBACK 1 d j Patio r - 32" He ock -WL- WL (j J( WL / WL WL o ! 2 ' Hemock I JV,/ 1 f ` Con rete fi FF=3f.02' house C 4-21 E (0 L � I I s'1 r I o 40 � �Il •� v ,a I A/C C 0V 'a 'Y ock FF=330.54' -� FF-32773' %- � r j f 227,9-1-7 co 113 Rockhurst Road 111 M Lands of i c m iteTV a Lorraine Dickinson / (\j a Q sn E 8:1161 P:58 4 o ' LAKE WATER I ',` y SU PLY f �fV 7S' � - 1 30 O S IEID TO SM ock �V kq,o ORE, € Area 114601. Sq. Feet 1/ 0.3 Acres iN l f i r � 1 FT 335 111 I / o - �s ( J 1 F y t pj / Concete FF=3 R! � jft t t 1! � � t•�'i a ,t�at�•t PROP.1.5 HOPE a € , t , i i :s € { i Z i € 1€ i \N, i t t €'•.5� �d }ittjt� �i i � `�j i t : \\\, FORCEMAIN PROVIDE 33 j(" T SURTALDEPTH ` t Batt ,1A�.�€ MOP. 40GAL PMY as ati' t ,�• €t• tj€ }. '€t4 itt %t � i. PACKAGED GRINDER j J tt �ttti E Tt`i'i1. PUMP STATION FF= 0.44' ite }ttt}sjit ;�'1'ii�t.i['is€iEi.€ti ;�.'•};1 tt =a} t :lt 4t` .ij}S €•'- S SS ttt €i y €S PROP. 4 PVC SCH-40 t .. }•tit 1 t t t•t i i� t 's i 11 HOUSE SEWER p € i4tt1 t i €� �S t t ..•l' Pu Huse zi t t t �' {{ } ; �; i I , i t{ t € �t t., } t � ;'} aj>, t BUNK j}1 i V VM Y fl t VON, t'' }1\ � '1, .€�{ t=, .�t t1 �, 11 1 i� ii��1 � �1t1t,s ttsil � t 1 d 1i� .{.�z t,. 111 ' sit t ;€; i_tl.a•> .t 1tt1.tttt V.. t. €€ {t• 1 � 't�� i �� �� � �iX i �V}'€ 1t 1,};t}•}i i t.,t'1 't t ` :its tl-it i aft€i � �•i a} t;i�l�ltt� c. •i � i tl�€t s.t�.._ t� }t1t t. L 1 0 }i .;i'i€�1'taiitt th t it ;l i} '; ''1l t:}'i€: ? t 1`t{tt f 91. ;5' Split it Fe t i.. �--� �� .. ,.. ,0tt��t�..€1 m� 91± IPF m N 79°00'00" W C1RS }}!`s O Cy') Shed +I \1A ° 227.9-1-6 2 LAKE WATER ill Rockhurst Road ` SUPPLY Lands NIF of John & Carolyn Swan 8:5107 P:35 WASTEWATER SYSTEM PLAN SCALE: 1 "-10' GRAPHIC SCALE 5 0 2.5 5 10 20 IN FEET f PROP. F10131as N CE-S ENHANCED TREATMENT UNIT PROP. V, PVC SCH-40 EFFLUENT SEWER .;zas., CIRF NM 17 1 2" Spruce ghed PROP.1000 GAL HEAVY WIN PRECAST CONCRETE EFFLUENT PUMP STATION WITH SALCOR W DISINFECTION 227.9-1-9 114 Rockhurst Road Lands of Carl & Michele Weiner 8:4226 P:265 LAKE WATER SUPPLY Fireplace PROP.13'W x 2NL CRUSHED STONE ASSORP'TION SED WITH (3) ROWS OF (3)- 34" WIDE TRAFFICRATED OPEN-SOTTOM GRAVELLESS CHAMBERS One Story Wood Frame douse Concrete VERTICAL DATUM NORTH ANERICAN VERTICAL DATUM OF 1929 (NGVD29) SITE LOCATION LOCATION MAP SEPTIC VARIANCE SUMMARY SITE sores DATA 1. ABSORPTION FIELD TO SHORELINE TEST pir 100 REQUIRED TP-1 - 811012022 BY TOM HUTCHINS, P.E. 4 P 75'PROPOS® 25' OF RELIEF REQUESTED 0-6' " - TOPSOIL 6-48 FINE & MEDIUM SAND WITH CONCRETE ON DEBRIS BRICKS ETC 2. ABSORPTION FIELD TO EASTERLY PROPERTY LINE ' 10' REQUIRED FROM PREVIOUS BUILDING. I' PROPOSED DEBRIS TO BE REMOVED 9' OF RELIEF REQUESTED NO BOUNDARY CONDITION TO 48" �I 3. FUN CLEAN ETU TO HOUSE 10' REQUIRED ;Playhouse' 4' PROPOSED 6' OF RELIEF REQUESTED 4. RIX CLEAN ETU TO PROPERTY LINE 10' REQUIRED 2.5' PROPOSED CAftZ'�`` Dig'4: 31 �tX� f I 7.5' OF RELIEF REQUESTED 5. GRINDER PUMP TO SHORELINE.- 51Y REQUIRED 33.Y PROPOSED =K + D 16.Y OF RELIEF REQUESTED 6. FORCEMAIN TO SHORELINE ` 50' REQUIRED 34' PROPOSED, 16' of RELIEF REQUESTED SITE LOCATION NEIGHBORHOOD MAP 7. FORCEIWN TO HOUSE 10' REQUIRED 1.5' PROPOSED 95' OF RELIEF REQUESTED 8. EFFLUENT SEWER TO HOUSE 10' ROPOSE D PRaIMINARY 6`PROPOSED 4' OF RELIEF REQUESTED 9. EFFLUENT SEWER TO PROPERTY LINE FOR REVIEW ONLY, 10' REQUIRED 5'PR NOT FOR CONSTRUCTION 5' OF RELIEF REQUESTED 10. EFFLUENT PUMP STATION TO HOUSE 10' REQUIRED 3'PROPOSED 7 OF RELIEF REQUESTED li. EFFLUENT PUMPsrATTON TO P1aaPetTY LINE 10'REQUIRED WASTEWATER SYSTEM SETBACK SCHEDULE 2'PROPOSED 7 OF RELIEF REQUESTED PROPERTY LINE WELL WATERLINE HOUSE LAKE GEORGE SEPTIC TANK PUMP STATION, FORCE 10, 50' 10, 10, 50' MAIN, EFFLUENT SEWER ABSORPTION FIELD 10, 100, 10, 20' 100, f V NC 35 Propane Tanks NM16 OO a � Stockade Fence 227.9-1-10 112 Rockhurst Road Lands NIF of Eric K Cottrell 8:1441 P:102 Garage LAKE WATER SUPPLY TAX MAP # 227.9-1-7 Dig Safely. New York ® c" "#am You Dig ® MA TM ft*Wed Time ■ CaMinu U0ft Reepawe 0 R.speat Tim 11 itrs ■ Dig rr c:o.. 8OO■962 � 9 voic 0 ISSUED FOR SEPTIC VARIANCES WWWh6-8 No. Revisions Date MAP REFERENCE: WASTEWATER SYSTEM PLAN BASE MAP INFORMATION FROM "MAP OF A SURVEY prepared for. MADE FOR JOHN AND DAVID DICKINSON, * IN THE Lorraine W Dickinson Trust TOWN OF QUEENSBURY, WARREN COUNTY, NEW YORK. DATED FEBRUARY 2, 2022. PREPARED BY- 113 RoCkilurSt Road �aim D us eo Town of Queensbury, County of Warren, State of New York v & Drawn: JRS/LKV Checked: GTH Scale: NOTED Date: 81412022 S t e v e s 169 Havi►and Road Land Surveyors ALTERATION OF THIS DOCUMENT y EXCEPT BY A LICENSED Queensbury, NY 12804 292000-01 _S 1 189 Havaend Road QneenebM7, New York 1=" PROFESSIONAL ENGINEER IS A (518) 745-0307 Phone (518) M-"74 New York Lie. No. 5o155 VIOLATION OF NYS EDUCATION LAW. I Hutchins Engineering PLLC (518) 745-0308 Fax WASTEWATER SYSTEM DESIGN 3-BEDROOM RESIDENCE 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 PREIREA7MENT TANK - FUJICLEANMODEL CE-5 ETU. GRINDER PUMP STA7701V - 100 GAL PACKAGED POLYE7HYLENE BASIN GRINDER PUMP TO BE LIBERTY PROVORE PRG-100 SERIES, 22OV, 1 HP OR APPROVED EQUIVALENT, TO BE INSTALLED AT LAKESIDE BUNKROOM 07LUENT PUMP STATION - 1000 GAL PRECAST CONC?E7E, HEAVY DUTY W/bUPLEX AL7ERNA7ING PUMPS & DEMAND DOSING DESIGN APPLICA71ON RATE: 0.8 GPD/SF, BASED ON 6-7 MIN/IN PERCOLA77ON RATE (BLEND OF NA71VE & FILL SOILS) ABSORPTION BED AREA REO'D = (330 GPD)/(0.8 GPD/SF) = 413 SF 33X E.T.U. REDUC77ON AREA REQ'D = 277 SF SORPTION BED AREA PROVIDED = 13'x24' = 312 SF WITH THREE ROWS OF (3) H-20 34"W INFL7RATOR CHAMBERS WASTEWATER SYSTEM FILL MATERIAL NOTES AFTER REMOVING ORGANICS, TOPSOIL & DEBRIS, PLACE SYSTEM FILL OVER THE EN77RE AREA OF PROPOSED ABSORPTION 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 MINANCH AND NO ORGANICS OR OBJECTS OVER 3" IN SIZE. LESS THAN 1OX BY WEIGHT SHALL BE FINER THAN 0.05mm. AT LEAST 25Z OF THE MATERIAL BY WEIGHT SHALL BE IN 774E RANGE OF 0.50mm TO 2.Omm. LESS THAN 15% OF THE MATERIAL BY WEIGHT SHALL BE LARGER THAN A 1/2" SIEVE. ABSORPTION AREA SYSTEM FILL MATERIAL SHALL BE INSTALLED TO PROVIDE MINIMUM OF 3-FEET BETWEEN BOUNDARY CONDITION AND BOTTOM OF ABSORP7ION 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" LIFTS WITH TRACKED EQUIPMENT PRIOR TO INSTALLA71ON OF ABSORP77ON TRENCHES. INSTALLER It) NOIIFY ENGINEER OF PROPOSED SOURCE OF SYSTEM FILL MATERIAL PRIOR 70 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" HAMBER 1 )IMENTATIC CHAMBER SYSTEM INSTALLATION NOTES CONSTRUC71ON SHALL BE AS SHOWN ON THIS DRAWING AND IN ACCORDANCE WITH THE N.Y.S. DEPARTMENT OF HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS AND AS71W F481 INSTALLA77ON OF THERMOPLAS71C PIPE AND CORRUGATED TUBING IN SEP77C TANK LEACH FIELDS. AFTER PLACEMENT OF SYSTEM FILL AND EXCAVA77ON 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 CON77N000S GRADES WITHOUT SAGS, HUMPS, SEPARATED JOINTS, OR OTHER UNSUITABLE CONDITIONS. PIPE SHALL BE LAID WITH HOLES DOWN IN ALL CASES ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL AND DIVERT SURFACE RUNOFF AWAY FROM THE DISPOSAL FIELD. DO NOT USE HEAVY EQUIPMENT WITHIN THE ABSORPTION AREA AFTER PIPING HAS BEEN INSTALLED. THE WASTEWATER TREATMENT SYSTEM IS DESIGNED AND APPROVED BASED UPON THE INSTALLA77ON OF WATER CONSERVING FIXTURES AND A DESIGN FLOW OF 110 GPO PER BEDROOM. THE SYSTEM IS NOT DESIGNED TO ACCOMMODATE EXTREME WATER USE FIXTURES, SUCH AS JACUZZI-TYPE SPA TUBS OR WATER TREATMENT EQUIPMENT. THE INSTALLATION OF NON -CONSERVING WATER FIXTURES OR EXTREME WATER USE FIXTURES IS CONTRARY TO THE APPROVAL OF THIS WASTEWATER TREATMENT SYSTEM. ROOF, F0077NG, 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. SEP77C TANK, PUMP STA71ON & ABSORP7ION 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 GR4VE'LLE5;S CHAMBER 0 - INFILTRATOR H-20 HIGH CAPACITY. P EN BOTTOM CHAMBERS TO BE HOUSE SEWER PIPE PIPING TO BE 4" SCH-40 PVC INSTALL WIlN 1/4" PER FOOT MINIMUM SLOPE EFFLUENT SEWER PIPE PIPING TO BE 4" SCH-40 PVC. INSTALL W11N 1/8" PER FOOT MINIMUM SLOPE. FORCEMAIN PIPING TO BE 2" SDR-26 PVC. MAINTAIN 3' MINIMUM COVER AND POST RVE DRAINBACK TO PUMP STATION. BED A ABSORPTION GGREG47F " " 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 SEPARA7ION FABRIC, 7ENCATE MIRAFl 140N OR EQUIVALENT Q FILL MATERIAL FILL MATERIAL TO BE GRANULAR LOAMY SAND AS DESCRIBED IN "FILL MATERIAL NOTES." TOPSOIL PLACE 4" MINIMUM TOPSOIL OVER ENTIRE ABSORPTION FIELD AREA. SEED AND ESTABLISH TURF. CHAMBER 2 AEROBIC CONTACT CHAM 3 TRA77ON CHAMBER AEROBIC A LM7ION 01* 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. 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 ALARM 3" ABOVE 'PUMP ON' & LAG PUMP ON ° FLOAT SWITCHES - PUMP ON INSTALL INSIDE PUMP PIT IN LOCA71ON ACCESSIBLE WITHOUT PIT ENTRY PUMP OFF VOLUME OF DOSE TO BE 80± GALLONS POLYETHYLENE EXTENSION & TAMPER RESISTANT COVER TRANSITION TO 4" PVC 1/4" PER FOOT MIN. SLOPE BALL CHECK VALVE 28" DIA. 40 GALLON POLYETHYLENE PUMP STA710N EXTERIOR WEATHERPROOF CONTROL PANEL, ALARM & WATER SHUT -DOWN RELAY, MOUNTED ON SIDE OF HOUSE, IN COORDINA71ON WITH OWNER. SEAL CONDUIT WEATHER7IGHT. ALL ELECTRICAL WORK TO BE INSPECTED BY A CERTIFIED ELECTRICAL INSPEC7ON AGENCY PRIOR TO START-UP OF PUMP STA710N. 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 WE'TWELL 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 NTS 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 W17H LOCAL AUDIO/VISUAL ALARM.. INSTALL POWER & CONTROL WIRING TO CONTROLLER WITH ALARM IN HOUSE IN ACCORDANCE WITH MANUFACTURER'S INSTRUC7IONS 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 PROVORE 380 SERIES, 115V, 1 HP OR APPROVED EQUIVALENT. VERIFY EXIS71NG ELECTRICAL SERVICE PRIOR TO PURCHASING PUMP. ALL ELECTRICAL WORK TO BE INSPECTED BY A CER7FIED ELECTRICAL INSPEC77ON AGENCY PRIOR TO START-UP OF PUMP STA710N. IW Z 13' BED WIDTH I IW 4' CHAMBER SPACING I o r4" ROADWAY • .• .......... _.._..... _............. .._.....---....... __... - -- }. - �• 8 •• 2 - - - - - - - - - ........-- -... k� - - -- --- r — } 12 24 I - ..__. �v ;... • •:'. •. •' . •EXCAVATE NA11 VE SOILS TO '• -1 L� � • . • r -..._ ; -- - }. • 5 TO THE _ _ E WEST OF -,". : • :'6" II - t ABSORPTION FIELD : : : ' ' -- -- — - - — D — } - - r ii • • ._-.... -___ ..... ..._..... - •. ............ _._... }'.•'.;•'.•'•'.;•'.;•'.;•'.•.••.EXCA•VAIENA7IVFSOILSANDDEBRlS.�O.••'.••.••.••..•.••'. •. •. - 3 BELOW ABSORPTION FIELD;.'.,. •'. :'• :'''• .'•'• . '•'. . ; •:: •:: •:: •: '• :.:•. - _._....- REPLAC •. TH SYSTEM FILL :•. •. •. •. •. •:•. •. •. •. •. •. •. •. •. •. •. CONDITION. Y. �.: - - - _ ..:... . E �► _ - _ }. k:._.. ---- -- `_ ...... •.••.••.••. •: •' • : •; .:. � .ice j � � i' �. i •�1 �. � •i—'�i •i— i •i •i �� •ice �..�� �— — — — — — .— — SYSTEM SAND FILL, FILTER FABRIC 4" PVC INTO END INFILTRATOR H-20 ABSORP7ION BED STABILIZED IN 1-FT LIFTS, CAP OF CHAMBER CHAMBER PER PLAN STONE AGGREGATE PRIOR TO INSTALLING FIELD ABSORPTION FIELD SECTION NTS 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 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 LOCA77ON ACCESSIBLE WITHOUT PIT ENTRY 16" MIN. 1,000 GALLON PRECAST CONCRETE PUMP STA710N FUJI CLEAN ENHANCED TREATMENT UNIT & PUMP STATION DETAIL NIS 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 INSPEC71ON AGENCY PRIOR TO START-UP OF PUMP STATION. DISTRIBUTION BOX 2" MIN. DROP BETWEEN INVERTS SAL COR UV DISINFECTION UNIT ELECTRICAL JUNCTION BOX WITH INDICATORS — AND ALARM CONTACTS 4" PIPE--,-\ p�TMENT EFFLUENT r_AJ SECTION A -A III � & n HANDLE FOR REMOV4 SUPPORT FRAME & GASKET UV LAMP/ QUARTZ TUBE TEFLON COVER NOTE: NOT ALL DIMENSA D►SINFECnoN SUB - ASSEMBLY SALCOR UV DISINFECTION UNIT NTS �MBER 4T A 34" CHAMBER WIDTH INFILTRATOR H-2 0 0 CHAMBER SECTION NTS 75" EFFEC71VE LENGTH L INFILTRATOR H-20 CHAMBER PROFILE NTS ° _ TRANSITION TO 4" ° OUTSIDE OF D-BOX CONCRETE BAFFLE 2" MIN. USE SPEED LEVELERS TO ASSURE ALL OUTLETS ARE AT TAX MAP # 227.9-1-7 EXACTLY THE SAME ELEVA71ON 4" PVC SDR-35 SOLID HEADER TO MANIFOLD PIPING Dig PSafely. 1/8" PER FOOT MIN SLOPE NewlYork 1-1/2" HDPE PUMP STATION NOTES ■ Cal) ssfwo You as SDR-11 FORCEMAI N ■ wan The Inme ° SEAL ALL TANK OPENINGS WATERTIGHT. ■ Cam+ V�7I �P�e e 2" SCH-40 PVC PIPING ■ Regmm t TM Marks 8 Dig c wo INSIDE WET WELL THROUGH WALL PROVIDE AND INSTALL UL LISTED PACKAGED PUMP CONTROL 8OO.9GZ•T9G2 PANEL K17H VISUAL AND AUDIBLE ALARM. INSTALL DUPLEX, Q ISSUED FOR SEPTIC VARIANCES UNION - LOCATE SUCH THAT ALTERNATING, DEMAND DOSE CONTROL PANEL INSIDE HOUSE - www.a�fe�wyo.weom No. Revisions UNION CAN BE DISCONNECTED AND IN ACCESSIBLE LOCATION, SJE RHOMBUS IFS SINGLE PHASE PUMP REMOVED WITHOUT TANK DUPLEX DEMAND DOSE CONTROLLER. WASTEWATER DETAIL ENTRY REDUCING TEE POINTED DOWNWARD INSTALL POWER & CONTROL WIRING TO CONTROLLER WITH prepared re aced for. WITH 1" BALL VALVE THROTTLED TO ALARM IN HOUSE IN ACCORDANCE WITH MANUFACTURER'S ALLOW TRICKLE DRAIN BACK INTO INSTRUCTIONS AND NA770NAL ELECTRIC CODE (N.E.C.) Lorraine W Dickinson Ti WETWELL REQUIREMENTS 113 RockhUl� Road GOULDS WE05H EFFLUENT PUMP CONTROL AND FLOAT LEVELS TO BE INSTALLED TO Town of Queensbury, County of Warren, Sl PUMPS (DUPLEX) ALTERNATE PUMP DOSING AND TO PROVIDE AN 80 GAL DOSE Drown: JRS/LWD Checked: GTH Scale: NOTED PUMPS TO BE GOULDS MODEL 3885, WE05H 23OV, SINGLE PHASE, 169 Haviland Roc 35 GPM PUMP AT 30 FT TDH. ALTERATION OF THIS DOCUMENT Queensbury, NY 1' EXCEPT BY A LICENSED VERIFY ELECTRICAL SERVICE PRIOR TO PURCHASING PUMP. PROFESSIONAL ENGINEER IS A .. _ _l _ :- _ r- _ -� - _ _ __- - r,.. ,. (518) 745-0307 Ph 16" CHAMBER HEIGHT