Loading...
1.2 1.2 SETPH.VAR\\Hayward - Well to Seepage Pits – 2-24-2020 RESOLUTION SETTING PUBLIC HEARING ON SEWAGE DISPOSAL VARIANCE APPLICATION OF BRIAN HAYWARD RESOLUTION NO.: ______________________________________________________, 2020 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, Brian Hayward (Applicant) has applied to the Local Board of Health for variances from Chapter 136 to install a new drilled well: 1. 65’ from a seepage pit on the parcel to the north in lieu of the required 150’ setback; and 2. 95’ from a seepage pit on the parcel to the south in lieu of the required 150’ setback; on property located at 5 Palmer Drive in the Town of Queensbury, NOW, THEREFORE, BE IT RESOLVED, that the Town of Queensbury’s Local Board of Health will hold a public hearing th on Monday, March 9, 2020 at 7:00 p.m. at the Queensbury Activities Center, 742 Bay Road, Queensbury, to consider Brian Hayward’s sewage disposal variance application concerning property located at 5 Palmer Drive, Queensbury (Tax Map No.: 316.17-1-4) 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. th Duly adopted this 24 day of February, 2020, by the following vote: AYES : NOES : ABSENT: Town of Queensbury Building & Codes Office Use Only SEPTIC VARIANCE APPLICATION Received: Tax Map ID: Submittal: 1 original&8 copies of the completed application package Permit No.: Permit Fee: $ Approvals: Owner BRIAN HAYWARD Owner's Agent HUTCHINS ENGINEERING,PLLC Address 21 STODDARD ST Address 169 HAVILAND ROAD GLENS FALLS,NY 12801 QUEENSBURY,NY 12804 Phone 518-796-6524 Phone 518-796-2515 Directions to Site: BIG BAY ROAD TO PALMER DRIVE -5 PALMER DRIVE Distance from well on property to septic system (if applicable) 100 feet Is it possible to install a conforming septic system on this property? ✓ Yes No If YES, please explain and attach diagram: SEE ATTACHED PLAN Does proposed system meet setback requirements for distance from wells &septic systems on neighboring properties? Yes ✓ No If NO,please explain: SEE ATTACHED PLAN Is proposed system to be installed over a parking area? Yes ✓ No Section of the Sanitary Sewage Ordinance from which you are seeking the variance: (example: leaching system will be 89 ft. from well in lieu of required 100 ft. separate distance): 136-7 A-REQUEST RELIEF OF 85 FT TO INSTALL A NEW DRILLED WELL 65 FT FROM A SEEPAGE PIT ON THE PARCEL TO THE NORTH WHERE 150 FT OF SEPARATION IS REQUIRED. 136-7 A-REQUEST RELEIF OF 55 FT TO INSTALL A NEW DRILLED WELL 95 FT FROM A SEEPAGE PIT ON THE PARCEL TO THE SOUTH WHERE 150 FT OF SEPARATION IS REQUIRED. f-EB 2 0 UtEEh1SBURY CLERICS QFFIGE 1201 Town of Queensbury Building&Codes Septic Variance Application } ' 518-761-8256 List the names, parcel addresses, and tax map numbers of all adjoining property owners. You may obtain tax map numbers from the Assessor's Office as well as the names and addresses: North Name LINDA LINTINI Address 3 PALMER DRIVE Tax Map ID 316.17-1-3 South Name: HARRY OTT Address 7 PALMER DRIVE Tax Map ID 316.17-1-5 East Name: J P GROSS PROPERTIES Address PALMER DRIVE/27 SILVER CIRCLE,QSBY,NY 12804 Tax Map ID 316.18-1-1 West Name: NONE Address Tax Map ID OWNER STATEMENT I, we do hereby relieve the Town of Queensbury from any liabilities on the plumbing and septic system located at: 5 PALMER DRIVE I, we realize that putting the well, septic tank, or leaching system less than the required 150 feet from the NEIGHBORING SEPTIC may increase risk of pollution. Owner-Print Name: BRIAN HAYWARD Owner-Signature: Date: 02/19/2020 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 septic tank or leaching system less than the required feet from the may increase risk of pollution. Neighbor or Tenant-Print Name: Neighbor or Tenant-Signature: Date: Town of Queensbury Building&Codes Septic Variance Application 518-761-8256 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: BRIAN HAYWARD Designates: HUCTHINS ENGINEERING as agent regarding Septic Variance for Tax Map ID: 316.17-1-4 OWNER'S SIGNATURE: Date: 02/19/2020 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 application, and that 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 the checklist. PRINT NAME OF OWNER: BRIAN HAYWARD SIGNATURE OF OWNER: i ,/ DATE: 02/19/2020 PRINT NAME OF AGENT: THOM NTER,PE HUTCHINS ENGINEERING SIGNATURE OF AGENT: • DATE: 02/19/2020 Town of Queensbury Building&Codes Septic Variance Application 518-761-8256 Short Environmental Assessment Form Part 1 -Project Information Instructions for Completing Part 1—Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1.You may also provide any additional information which you believe will be needed by or useful to the lead agency; attach additional pages as necessary to supplement any item. Part 1—Project and Sponsor Information BRIAN HAYWARD Name of Action or Project: HAYWARD WELL VARIANCE Project Location(describe,and attach a location map): 5 PALMER DRIVE,QUEENSBURY Brief Description of Proposed Action: INSTALL A NEW WELL LESS TAHN 150 FT FROM NEIGHBORING SEEPAGE PITS. Name of Applicant or Sponsor: Telephone: 518-796-6524 BRIAN HAYWARD E-Mail: Address: 21 STOODARD STREET City/PO: State: Zip Code: GLENS FALLS NY 12801 1. Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO YES administrative rule,or regulation? If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that ❑ may be affected in the municipality and proceed to Part 2. If no,continue to question 2. 2. Does the proposed action require a permit,approval or funding from any other government Agency? NO YES If Yes,list agency(s)name and permit or approval:TOQ BOH WELL VARIANCE ❑ ❑ 3. a.Total acreage of the site of the proposed action? 0.26 acres b.Total acreage to be physically disturbed? 0.26 acres c. Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 0.26 acres 4. Check all land uses that occur on,are adjoining or near the proposed action: 5. ❑Urban ❑ Rural(non-agriculture) ❑ Industrial ❑ Commercial © Residential(suburban) ❑Forest ❑ Agriculture ❑ Aquatic ❑ Other(Specify): ❑Parkland Page 1 of 3 5. Is the proposed action, NO YES N/A a. A permitted use under the zoning regulations? ❑ ❑� ❑ b. Consistent with the adopted comprehensive plan? ❑ El ❑ NO YES 6. Is the proposed action consistent with the predominant character of the existing built or natural landscape? El El 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES If Yes,identify: ❑ NO YES 8. a. Will the proposed action result in a substantial increase in traffic above present levels? ❑ ❑ b. Are public transportation services available at or near the site of the proposed action? El ❑ c. Are any pedestrian accommodations or bicycle routes available on or near the site of the proposed ❑� ❑ action? 9. Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: ❑ ❑✓ 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: PROPOSED NEW DRILLED WELL ❑ 11. Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: PROPOSED NEW ABSORPTION BED ❑ 12. a. Does the project site contain,or is it substantially contiguous to,a building,archaeological site,or district NO YES which is listed on the National or State Register of Historic Places,or that has been determined by the El of the NYS Office of Parks,Recreation and Historic Preservation to be eligible for listing on the State Register of Historic Places? b. Is the project site,or any portion of it,located in or adjacent to an area designated as sensitive for ❑ ❑� archaeological sites on the NY State Historic Preservation Office(SHPO)archaeological site inventory? 13. a. Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal,state or local agency? ❑ ❑� b. Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? CI ❑ If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: Page 2 of 3 14. Identify the typical habitat types that occur on,or are likely to be found on the project site. Check all that apply: ❑Shoreline ❑ Forest ❑Agricultural/grasslands ❑ Early mid-successional ❑Wetland ❑ Urban ❑✓ Suburban 15. Does the site of the proposed action contain any species of animal,or associated habitats,listed by the State or NO YES Federal government as threatened or endangered? ❑ ❑ 16. Is the project site located in the 100-year flood plan? NO YES El 17. Will the proposed action create storm water discharge,either from point or non-point sources? NO YES If Yes, ❑ a. Will storm water discharges flow to adjacent properties? ❑� ❑ b. Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? ❑✓ ❑ If Yes,briefly describe: 18. Does the proposed action include construction or other activities that would result in the impoundment of water NO YES or other liquids(e.g.,retention pond,waste lagoon,dam)? If Yes,explain the purpose and size of the impoundment: ❑ ❑ 19. Has the site of the proposed action or an adjoining property been the location of an active or closed solid waste NO YES management facility? If Yes,describe: - 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed) for hazardous waste? If Yes,describe: ❑ ❑ I CERTIFY THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/spons e: THOMAS CENTER, PE,HUTCHINS ENGINEERING, Date:2/19/2020 Signature: Title:PROJECT ENGINEER PRINT FORM Page 3 of 3 EAF Mapper Summary Report Wednesday, February 19, 2020 3:21 PM Disclaimer: The EAF Mapper is a screening tool intended to assist project sponsors and reviewing agencies in preparing an environmental assessment form(EAF).Not all questions asked in the EAF are answered by the EAF Mapper.Additional information on any EAF question can be obtained by consulting the EAF Workbooks. Although 1 the EAF Mapper provides the most up-to-date digital data available to ? €i.'i i 1 2 DEC,you may also need to contact local or other data sources in order to obtain data not provided by the Mapper.Digital data is not a substitute for agency determinations. t r .40ueensbury -17 1 316.13-1-1. 316. -c °1 6 1 7-1-5 Ven o1 Sources: Esri, 'EPE,Gerrnir, ;SGS, Ctev-_:.; Irtermap INeCREfm`ENT P LRCai,Es•i .fu apes,MET!,Ear(Crlra il✓✓'g Korg),Es-i ot Sces. Esr1,i= E: C aarnt 3 9' i-7 NC'C. ; 'olumbur. ':I stts"gh REME?,T Cpen..StreetMsc rtri i.tcrs.arc the CIS P tCar Esri spy-,MET`., user CcrnmU--L- .irtn41 WaiNstiritifa lFsorg Kc" E Part 1 /Question 7 [Critical Environmental No Area] Part 1 / Question 12a [National or State No Register of Historic Places or State Eligible Sites] Part 1 /Question 12b [Archeological Sites] Yes Part 1 /Question 13a [Wetlands or Other Yes- Digital mapping information on local and federal wetlands and Regulated Waterbodies] waterbodies is known to be incomplete. Refer to EAF Workbook. Part 1 / Question 15 [Threatened or No Endangered Animal] Part 1 /Question 16 [100 Year Flood Plain] Digital mapping data are not available or are incomplete. Refer to EAF Workbook. Part 1 / Question 20 [Remediation Site] No Short Environmental Assessment Form - EAF Mapper Summary Report WATERTIGHT COVER " SITE SOILS DATA tint ' TEST PIT i..S y.. AV 7'*,. t TT '41.ti1 �� 1 18" MIN — TP-1 - 0211912020 BY TOM CENTER, P.E. � 5' MINIMUM COVER 0-12" - TOPSOILS Wrtkd Datum: Mw,med Magnetic sounding 12-50 — LOAMY MEDIUM FINE SAND Contoudnt■yd — t foot �n \ l 50-67" — MEDIUM FINE SAND . $* POWERZ \ i FINISHED GRADE NO GROUNDWATER OR MOTTLING EVIDENCE EXISTING £ PERCOLATION TEST POINT TO HOUSE \ WELL Iron Pipe Found (10' MIN) P17LESS ADAPTER PT-1 — 211912020 BY TOM CENTER, P.E. . � , - STABILIZED PERCOLATION RATE: 'i Lands N/F of Lentini 100 WELL 1 MINUTES 34 SECONDS PER INCH (4420/107) SETBACK » / A 2 ANNULUS OF NEAT CEMENT OR Lands N/P of Lentini BENTON17E GROUT IS REQUIRED. PROPOSED (4420/107) a REFER TO CITED PUBLICATION FOR SEAL CASING TO BEDROCK Gravel Drive ,'' / PROP. 1,000 GALLON PRECASTJ w MINIMUM REQUIRED DEPTH OF GROUT 50 MIN. CASING 65 WELL SETBACK Over PL 2'_ ',' , FROM SEEPAGE PIT /' /% 50' WELL CONCRETE SEP77C TANK 3 - WASTEWATER SYSTEM DESIGN �ti �, �. o ''`� ` 3-BEDROOM RESIDENCE SETBACK 0" LIMP STATION ��a `' � ,> < PROP 5 0 GAL P Gravel Tank \ & 1-112 HOPE FORCE MA DESIGN FLOW - 110 GPD/BEDROOM °W SYSTEM DESIGN FLOW - 330 GPD SITE LOCATION LOCATION MAP WATER SUPPLY WELLS SHALL BE SEPTIC TANK — PROP. 1,000 GALLON PRECAST CONCRETE Sleb PUMP STATION - PROP. 500 GALLON PRECAST CONCRETE CONSTRUCTED IN ACCORDANCE ProlaOsed ;� / THE STANDARDS OF APPENDIX 5-B k � OF THE NYS SANITARY CODE SUBMERSIBLE PUMP TOWN OF QUEENSBURY - BOARD OF HEALTH a� a DESIGN APPLICATION RAPE 0.90 GPD/SF, BASED ON Hudson Propose br,v� Prop osed Y 1-5 MIN/IN PERCOLATION RATE VARIANCE SUMMARY /s Story oo U? NEW DRILLED WELL TO SEEPAGE PIT ON PARCEL TO THE NORTH 36 2' " ABSORPTION BED AREA REQ'D = (330 GPD)/(0.90 GPD/SF) 150' REQUIRED River tM9 Residence 65' PROPOSED 50' WELL w ` = 348 SF PROPOSED NEW /f', n o!: w 85' OF RELIEF REQUESTED DRILLED WELL SETBACK o ABSORPTION BED AREA PROVIDED = 20'x20' = 400 SF 2.9' i ,mo for .4^frcr� ! - NEW DRILLED WELL TO SEEPAGE PIT ON PARCEL TO THE SOUTH Exlstbig �'/'Fr n ;� BU�ld'ng etback , �- k 150 REQUIRED & Proposed 9g_--- _� WELL DETAIL PROPOSED NEW DRILLED WELL TO REPLACE EXISTING POINT WELL , NTS - VARIANCES REQUESTED TO PLACE THE NEW DRILLED WELL 95 PROPOSED t / 55' OF RELIEF REQUESTED `0 PROP. 20' WIDE X 20' LONG — 65 FT FROM THE SEEPAGE PIT ON, THE PARCEL Wire I SETBK n� W ABSORPTION BED TO THE NORTH ooden Fence \ — 95 FT FROM THE SEEPAGE PIT ON THE PARCEL SYSTEM INSTALLATION NOTES TO THE SOUTH EXISTING POINT WELL NEW WELL WILL BE TREAT® WITH UV TREATMENT CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING AND IN ACCORDANCE WITH THE TO BE DECOMMISIONED Deck SYSTEM N.Y.S. DEPARTMENT OF HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS AND ASTM F481 PROP. DISTRIBUTION BOX 70 INSTALLATION OF THERMOPLASTIC PIPE AND CORRUGATED TUBING IN SEPTIC TANK LEACH 90 FIELDS. c S ' EXIS71NG , DRILLED � AFTER EXCAVATION OF 20 WIDE X 20 LONG ABSORPTION BED TO THE DEPTHS REQUIRED, WELL I 100' WELL THE WALLS AND FLOOR SHALL BE CLEANED AND RAKED IN ORDER TO LOOSEN SMEARED . i'.//: SETBACK P " AREAS OF SOIL. 3 2.5 TYP. 5 TYP. 2 MIN. / 50 WELL 4" MIN. SETBACK PLACEMENT OF CRUSHED STONE, PERFORATED PIPE AND FILTER FABRIC SHALL BE AS B AC�FIL��SOIL � 6" MIN f SHOWN, AND CARE SHALL BE EXERCISED TO AVOID INCLUSION OF FINE GRAINED SOILS AND \ Lands N/F of Ott -" WASTE MATERIAL IN THE STONE AND PIPE. Lands N/F of Ott (736/12 I) a \ \ \ l 12» (736/1 21) �, / 6" Y V. / THE PIPE SHOULD BE LAID AT THE GRADES INDICATED, MAINTAINING STRAIGHT CONTINUOUS GRADES WITHOUT SAGS, HUMPS, SEPARATED JOINTS, OR OTHER UNSUITABLE CONDITIONS PIPE SHALL BE LAID WITH HOLES DOWN IN ALL CASES / FILTER FABRIC, TENCATE 4" PERFORATED PVC / M1RAF1 140N OR EQUIVALENT LATERALS INSTALLED NEAR ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL AND DIVERT SURFACE RUNOFF LEVEL IN BED CONFIGURATION AWAY FROM THE DISPOSAL FIELD. S � ' ABSORPTION BED SECTION J/ DO NOT USE HEAVY EQUIPMENT K17HIN THE ABSORPTION AREA AFTER PIPING HAS BEEN NTS INSTALLED. APPROX. LOCA77ON OF SEEPAGE PIT THE SYSTEM IS NOT DESIGNED TO ACCOMMODATE EXTREME WATER USE FIXTURES, SUCH AS WASTEWATER SYSTEM PLAN 20' JACUZZI—TYPE SPA TUBS OR WATER TREATMENT EQUIPMENT. THE INSTALLATION OF I NON—CONSERVING WATER FIXTURESUSE FIXTURES IS CONTRARY TO SCALE: 1"=20' - T= -T `' ` THE APPROVAL OF THIS WASTEWATER TREATMENTSYSTEM. 2.5 5.0 � , 2.5' � ,. GRAPHIC SCALE - ROOF, FOOTING, GARAGE, CELLAR AND SURFACE WATER DRAINAGE MUST BE EXCLUDED F FROM THE WASTEWATER SYSTEM. 10 0 5 10 20 40 r ( IN FEET ) ` CONSTRUCT DRAINAGE SWALE UPGRADE OF SYSTEM IN ORDER TO DIVERT SURFACE RUNOFF ' r AROUND ABSORPTION FIELD. CONTRACTOR TO FIELD VERIFY LOCA71ONS AND DISTANCES. I _ l ' , l SEPTIC TANK, PUMP STATION & ABSORPTION BED MUST BE INSPECTED BY TOWN OF Y j ' ,r 20'x32' QUEENSBURY BUILDING INSPECTOR AND DESIGN ENGINEER PRIOR TO BACKFILL AND FINAL LIMIT OF STONE BED GRADING. EXTERIOR WEATHERPROOF JUNC71ON BOX (IF NECESSARY). I ` „ SYSTEM MATERIAL SPE IFI T SUGGESTEb: POLYETHYLENE �,,, C CA IONS SEAL CONDUIT GAS TIGHT. INSTALL CONTROL PANEL IN HOUSE EX7ENSION..T0 GRADE WITH ALL ELECTRICAL WORK TO BE INSPECTED BY A CERTIFIED / 4' PE ABSORPTION BED AGGREGATE TAMPER RESISTANT ACCESS ` RF R P LATERALS ELECTRICAL INSPECTION AGENCY PRIOR TO START-UP OF PUMP COVER (NON—TRAFFIC AREAS) STATION. 20' INSTALLED NEAR LEVEL IN BED STONE IS TO BE 3/4" TO 1-1/2" WASHED CRUSHED STONE. �° `� CONFIGURATION EFFLUENT SEWER PIPE 12" MIN. COVER TRANSITION TO 4" 12 MIN. COVER \ PIP BE 4" SDR-35 OR SCH-40 PVC. INSTALL WITH 1/8' PER FOOT MINIMUM SLOPE. OUTSIDE OF D-BOX DISTRIBUTION BOX _ PIPING TO 1/4" PER FOOT .•; , :. I ` • " ( Y ; �' PROPOSED FILTER FABRIC MIN. SLOPE . . 1/8 PER FOOT flen, en, i ' DISTRIBUTION BOX FILTER FABRIC TO BE 4.8 OZ/SY NON-WOVEN SEPARA77ON FABRIC, TENCA7E MIRAFI 140N OR 3 MIN. SLOPE BAFFLE C 4 H R ---� EQUIVALENT. FF FORCEMAIN LIQUID LEVEL 1-1/2" SE SPEED LEVELERS TO ASSURE 2"MIN. WA TER 71GHT SLEEVE FORCEMAIN ALL OUTLETS ARE AT EXACTLY f „ PIPING TO 8E 1-1/2" SDR-11 HOPE, PROVIDE POSITIVE DRAINBACK TO PUMP STATION. '`. & SEAL (TYP.) :• 16' 18" THE SAME ELEVATION HOUSE SEWER PIPE MIN. BALL VALVE 2""MIN. DROP 4" PVC SDR-35 SOLID HEADER TO Y r PIPING TO BE 4' SDR-35 OR SCHEDULE 40 PVC. INSTALL WITH 1/4" PER FOOT MINIMUM SLOPE. ABSORPTION LATERALS, BETWEEN INVERTS •. ALARM 3" ABOVE 1/8" PER ' �` .�:' i �[ � TOPSOIL SEPTIC TANK NOTES LIQUID DEPTH 'PUMP ON' FOOT MIN SLOPE PLACE 4" MINIMUM TOPSOIL OVER EN71RE BACKFILL AREA. SEED, MULCH, AND ESTABLISH TURF. ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS 30" MIN. PUMP ON OF THE NEW YORK STATE DEPARTMENT OF HEALTH 60' MAX. 1-1/2' SCH-40 PVC OR GALVANIZED PIPING PUMP STATION NOTES ABSORPTION BED PROFILE TAX MAP-# 316.17-1-4 AND SHALL BE OF PRECAST CONCRETE AS INSIDE WET WELL THROUGH WALL MANUFACTURED BY UTOPIA ENTERPRISES OR PUMP OFF UNION - LOCATE' SUCH THAT UNION SEAL ALL TANK OPENINGS WATERTIGHT. NTS EQUIVALENT. MINIMUM 2X WIDTH 16" MIN. CAN BE DISCONNECTED AND PUMP PROVIDE AND INSTALL UL LISTED PACKAGED PUMP MAXIMUM 4X WIDTH VOLUME OF DOSE TO REMOVED W1IHOUT TANK ENTRY CONTROL PANEL W17H VISUAL AND AUDIBLE ALARM. ALL STRUCTURES SHALL BE PLACED ON FIRM, BE 501 GALLONS COMPACT SAND OR GRAVEL BASE. WHERE EXIS77NG REDUCING TEE POINTED DOWNWARD WITH 1" INSTALL SIMPLEX, DEMAND DOSE CONTROL PANEL SOIL CONDITIONS ARE UNSUITABLE, CRUSHED STONE FLOAT SWITCHES - 500 GALLON PRECAS INSIDE HOUSE IN ACCESSIBLE LOCATION. ' "•'• .% . :. ' INSTALL INSIDE PUMP PIT BALL VALVE THROTTLED TO ALLOW TRICKLE SHALL BE PLACED AS NECESSARY TO ACHIEVE A CONCRETE PUMP STATIO DRAIN BACK INTO WETWELL STABLE BASE NEW 1,000 GALLON PRECAST CONCRETE SEPTIC IN LOCATION ACCESSIBLE INSTALL POWER & CONTROL WIRING TO CONTROLLER TANK WITHOUT PIT ENTRY INSTALL FLOAT SWITCHES TO BALL CHECK WITH ALARM IN HOUSE IN ACCORDANCE WITH SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL OPERATE PUMP AND MAINTAIN VALVE MANUFACTURER'S INSTRUCTIONS AND NA71ONAL BE OF EXTRA HEAVY CONSTRUC71ON DESIGNED FOR LEVELS AS INDICATED GOULDS WE03L PUMP ELECTRIC CODE (N.E.C.) REQUIREMENTS 0 ISSUED FOR SEPTIC VARIANCE 0211912020 H-20 WHEEL LOADING. PUMP CONTROL AND FLOAT LEVELS TO BE N o. Revisions Date ALL JOINTS MUST BE SEALED WITH BUM SEALANT. INSTALLED TO PROVIDE A 50 GALLON DOSE JOINTS BELOW THE LIQUID LEVEL MUST BE TESTED EFFLUENT PUMP TO BE GOULDS PUMPS WE SERIES, WASTEWATER SYSTEM PLAN & DETAILS BEFORE BACKFlLLING. MODEL WE03L SUBMERSIBLE EFFLUENT PUMP .3 HP, 230 VOLT, 1PH MAP REFERENCE: prepared for. VERIFY EXISTING ELECTRICAL SERVICE PRIOR TO BASE MAP INFORMATION FROM Brian Hayward PURCHASING PUMP. Dig Safely, "MAP OF SURVEY BRIAN L. 5 Palmer Drive ALL ELECTRICAL WORK TO BE INSPECTED BY A New/,York HAYWARD - KAREN L. HAYWARD," SEPTIC TANK& PUMP STATION DETAIL CERTIFIED ELECTRICAL INSPEC71ON AGENCY PRIOR TO ■���tittore rou pig IN THE TOWN OF QUEENSBURY, Town of Queensbury, Warren County, NY N15 START-UP OF PUMP STATION. ■wait The Required Time WARREN COUNTY, NEW YORK. ■Confirm UtWty Response DATED MARCH 12, 2008. LAST Drawn: TRC Checked: GTH Scale: NOTED Date: 1/7/2020 ■Respect The teerics REVISED DECEMBER 23, 2019. ■Dig WM Care PREPARED BY D.L.DICKINSON 169 Haviland Road 800-962■7962 ASSOCIATES, LICENSED LAND ALTERATION OF THIS DOCUMENT EXCEPT IN � Queensbury, NY 12804 db eqp*-co" SURVEYORS. A LICENSED PROFESSIONAL ENGINEER IS A (518) 745-0307 Phone 291522-01—S 1 VIOLATION OF NYS EDUCATION LAW. Hutchins Engineering 518 745-0308 Fax