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2008-156 off'` TOWN OF QUE E NSBURY 10_,Tio 742 Ba Road eensb NY 12804-5902 518 761-8201 Y s QuY ) Community Development- Building &Codes (518) 761-8256 CERTIFICATE OF COMPLIANCE Permit Number. P20080156 Date Issued: Thursday, October 15, 2009 This is to certify that work requested to be done as shown by Permit Number P20080156 has been completed. Tax Map Number: 523400-252-000-0001-018-000-0000 Location: 151 Lockhart Mtn Rd Owner. JIM FEENEY Applicant JIM FEENEY This structure may be occupied as a: Septic Alteration Residential By Order of Town Board t' ' OFQ NSBUR Issuance of this Certificate of Compliance DOES NOT relieve the , property owner of the responsibility for compliance with Site Plan, Variance,or other issues and conditions as a result of approvals by the Director of Building&code Enforcement Planning Board or Zoning Board of Appeals. ��` TOWN OF QUEENSBURY f742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 ON Community Development- Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20080156 Application Number. A20080156 Tax Map No: 523400-252-000-0001-018-000-0000 Permission is hereby granted to: JIM FEENEY For property located at: 151 Lockhart Mtn Rd in the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance. Type of Construction Value Owner Address: JIM FEENEY 441 LOCKHART MTN Rd Septic Alteration Residential LAKE GEORGE,NY 12845 Total Value Contractor or Builder's Name/Address Electrical Inspection Agency Plans &Specifications 2008-156 septic alteration residential $25.00 PERMIT FEE PAID- THIS PERMIT EXPIRES: Friday,April 24, 2009 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at th Town Qisr Pi i ur •ay,April 24,2008 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement For an EPA homeowner's guide: http://www.epa.govinpdes/pubs/homeowner r c}ten 17P df OFFICE USE _ - -r ' i 2$7:/ -/ ` TAX MAP NO. PE IT NO. / PERMITFE/ S' ° � J APRYly 2008 I APPROVALS: ZONING 2 TOWN CLERKLv......_ o o BUILDING&Cu DES APPLICATION FOR SEPTIC DISPOSAL SYSTEM .. A PERMIT MUST BE OBTAINED BEFORE WORK BEGINS.APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT. j' OWNER: IC�pi.-2.S ii. 1 -6-€ i ` Q INSTALLER: J0p 010 1 ,, tri-ich.c)oter �' ,� -12 ADDRESS: LILY ko rikflc 0 f ,`/�- r ADDRESS: t`i L-1/ h(I I"I t2 �CL/�.� PHONE NOS. `j rj t l `"1 M J PHO_N�E NOS. 6� -'-1 23 LOCATION OF INSTALLATION: Lo l'( l', � + RESIDENCE YEAR BUILT NO.OF X COMPUTATION= = TOTAL DAILY FLOW INFORMATION: BEDROOMS 1980 or older X 150 gallon per bedroom = 0 GARBAGE GRINDER INSTALLED? 14p 1981 -1991 X 130 gallon per bedroom = 0 1992-present 3 X 110 gallon per bedroom = 1550 0 SPA OR HOT TUB INSTALLED? 11el PARCEL INFORMATION: ✓ TOPOGRAPHY: FLAT ROLLING STEEP SLOPE SLOPE O.3 % ✓ SOIL NATURE: SAND ✓ LOAM ✓ CLAY OTHER I _ ` ✓ GROUNDWATER: AT WHAT DEPTH? ��{ BEDROCK/IMPERVIOUS MATERIAL: AT WHAT DEPTH? �/L�/•fV�II ✓ DOMESTIC WATER SUPLY: MUNICIPAL WELL N/ (If well:water supply from any septic system absorption is:(lICOft) ✓ PERCOLATION TEST: RATE IS 19-2.4114 MIINUTE PER INCH(TEST TO BE COMPILE�T BY A LICENSE PROFESSIONAL ENGINFF$ORARCHITECT) ID `pM� - ATRtL.We te PROPOSED SYSTEM FOR NEW CONSTRUCTION: All individual sewage disposal systems must be designed by a licensed professional engineer or architect(unless installed in a Planning Board approved subdivision). TANK SIZE: 1000 GALLON (MIN. SIZE IS 1,000 GAL.)Add 250 gallons to the size of the septic tank for (34. W. each garbage grinder, spa or whirlpool tub. SYSTEM TYPE: ❑ABSORPTION FIELD (WITH NO.2 STONE) Total length ft. Each trench X ❑SEEPAGE PIT(S) (WITH NO. 3 STONE) How many? Size? MALTERNATIVE SYSTEM €ML F Bed or other type? Etwaini It4.D244$$ BtD GE,14.-F,c.uxoecrtef4 HOLDING TANK SYSTEM Total required capacity? Tank size? Number of tanks? NOTE: ALARM SYSTEM AND ASSOCIATED ELECTRICAL WORK MUST BE INSPECTED BY A TOWN APPROVED ELECTRICAL INSPECTION AGENCY. PLEASE REVIEW LIST PROVIDED. For your protection, please note that pursuant to Section 136-29 of the Code of the Town of Queensbury, any permit or approval granted which is based upon or is granted in reliance upon any material misrepresentation or failure to make a material fact or circumstance known by or on behalf of an applicant,shall be void. I have read the regulations with respect to this application and agree QUESTIONS? CALL 761-8256 OR EMAIL to abide by these and all requirements of the Town of Queensbury codeseilqueensburv.net Sanitary Sewage Disposal Ordinance. VISIT OUR WEBSITE FOR MORE INFORMATION Qai..„ www.queensburv.net ,gyett/ "/--,; --OF Signature of Person esp sible Date 4;T��. Town of Queensbury • Community Development Office - 742 Bay Road, Queensbury, IVY 12804 721e5 ci? 4 a+ z VZ Septic Inspection Repo Office No. (518) 761-8256 Date Ins on requ- ei Queensbury Building &Code Enforcement Arrive: U a 'pm •e•- : Z ° Z -' am • 742 Bay Rd., Queensbury, NY 12804 Inspector's Initia •ism NAME: 9,, PERMIT NO.: LOCATION: / J l� Jul f `ASPECT ON: /'n /,j'n RECHECK: • Comments and/or diagram Soil Type: Sand(Loa ay Type of Water: Municipal/Well Water Waterline separation distance ft. Well separation distance r, ft. Other wells: ft. Well Casing Length 50' + / - Y N N/A Absorption Field: Total length ft. Length of each trench ft. Depth of trenches 12 i ft. h Size of Stone Seepage Pits: Number Size: x Stone Size: Piping Size Type Building to tank Li I R c,A-k 4Cv Tank to Distribution Box Distribution Box to Field/ Pit -i pt�,hVac I> E >_43 Opening Sealed: VY_N End Cap N Inlet/Outlet Pipes&Baffles N Location/Separations Foundation to tank 1 C> ft. Foundation to absorption ft. ,,, Separation of Pits ft. / t�'�� __. rxer Pint P n 1ik� �v�1 C� (Th �= Engineer Report and As-Built —Y ✓N Location of System on Property: Front Rea Left Side Right Side Middle Front Middle Rear Approved Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved Last revised 06/18/07 L:\Building&Codes Forms-OLD\Building&Codes\Inspection Forms\Septic Inspection Report.doc 11111111111 ,83 111111111 ENVIRONMENTAL DESIGN PARTNERSHIP,LLP October 13, 2009 Town of Queensbury Community Development Department 742 Bay Road Queensbury,NY 12804 Attn: Dave Hatin,Director of Buildings&Codes Re: Farm House Residence—Feeney(Top of the World) Lockhart Mountain Road Dear Dave: In compliance with application approvals granted by the Town of Queensbury I offer the following regarding the referenced project. The design plans reviewed and approved by the Town as associated with the wastewater system application are as follows: Farm House Residence Replacement Wastewater System Top of the World PUB Lockhart Mountain Road Town of Queensbury April 14, 2008 • Sheet 1 of 2 Site Plan • Sheet 2 of 2 Design,Details&Notes During the course of construction I was on the job site to observe key components of the system installation culminating with the `start-up' of the pump assembly and control panel system on October 12,2009. Based on my inspection of the system start-up it is my opinion that the wastewater system is in compliance with the intent of the approved design plan and is ready for operation. Please contact me should you require any further information. Sincerely, Dennis MacElroy,PE Cc: Kim Feeney 900 Route 146, Clifton Park, New York 12065 phone(518)371-7621 -fax(518)371-9540 9,� "" } I � EROSION CONTROL AND GRADING NOTES: MAP REFERENCE.• �` � �� a } �.�y '� 5 "S 1) WHENEVER PRACTICAL, EXCAVATION WORK SHALL BE DONE IN PHASED WORK ZONES SO AS NOT TO EXPOSE LARGE J11 MAP ENTITLED: "SANITARY SEWER C� FORCE MAIN, TOP O' THE WORLD, SHEET ., JT" AREAS OF UNVEGETATED GROUND AT ANY TIME. EXCAVATED SLOPES SHALL BE BROUGHT TO ROUGH GRADE,zl J ( ,' y TOPSOILED AND IMMEDIATELY SEEDED AND MULCHED. 17", NOT DATED, AS PREPARED BY THE ENVIRONMENTAL DESIGN PARTNERSHIP. 2) IMMEDIATELY AFTER GRADING, DISTURBED AREAS WHICH WILL NOT RECEIVE PAVING OR OTHER PERMANENT COVER SHALL BE TOPSOILED (4" MIN. DEPTH) AND SEEDED BY HAND OR HYDROSEEDING. 1 ° A« T 5+ 9 3) SLOPES SHALL TYPICALLY BE GRADED AT A MAXIMUM OF 3:1 (3 HORIZ. 1 VERT.) WITHIN ALL CUT OR FILL AREAS, R UNLESS OTHERWISE DESIGNATED ON PLANS. Z N }$) 1 x v X /v 4) TEMPORARY APPLICATIONS OF RYE GRASS AND MULCH SHALL BE APPLIED UNFINISHED FOR EXTENDED PERIODS OF s r •µ ( ! S , I a TIME, WHICH ARE SCHEDULED FOR LANDSCAPING. + (q� } 'A a►- �, 5) SEEDED AREAS SHALL BE FULLY COVERED WITH A LEAN STRAW OR MULCH MATERIAL. IF ORDERED BY THE a c ;< 'F �S , 1 ENGINEER OR MUNICIPALITY, A BIODEGRADABLE NETTING SHALL BE ANCHORED OVER SEEDED AREAS WHICH DEMONSTRATE "RILLING" OR OTHER EROSION PROCESSES. I Sti , , ° X :r, _.; =rr j'a* 6) TOPSOIL AND SEED SHALL BE REAPPLIED TO ANY AREAS WHICH FAIL TO ESTABLISH AS A RESULT OF INITIAL - t� - APPLICATION. STREAM < - "� r QL 7) EROSION CONTROL BLANKETS SHALL BE APPLIED TO ANY AREA DISPLAYING EROSION DUE TO CONCENTRATED _v, f '� ^^` "''� STORMWATER RUN-OFF. .. 1 n= ✓ Y 1 �' �{ _$ '" a t g) SILT FENCE BARRIERS SHALL BE PLACED WITHIN ALL AREAS OF EXPOSED SLOPES TO CONTROL SOIL EROSION DURING AND AFTER CONSTRUCTION. " 6 +ti.. - I 't�.+ } {! .• "_ 9) CENTERLINE OF LAWN AREA DRAINAGE SWALES SHALL RECEIVE AN APPLICATION OF EROSION CONTROL BLANKETS, L) VER1 �• 1 x§ t ,r WHERE SHOWN. BLANKETS SHALL BE CURLEX EXCELSIOR, "QUICK GRASS/ QUICK MOW'. AS MANUFACTURED BY G AMERICAN EXCELSIOR COMPANY, OR EQUAL. BLANKETS SHALL BE AFFIXED TO GROUND WITH METAL STAPLES AS PROVIDED BY MANUFACTURER. 4 10) BARRIERS SHALL REMAIN IN PLACE UNTIL NEW SEEDING HAS SUFFICIENTLY GROWN TO STABILIZE COMPLETED EXTRA • x, '� s S 1 1„` ) - ...........� WORK. rH 11) EROSION CONTROL BLANKETS (ERO-MAT) OR APPROVED EQUAL, SHALL BE INSTALLED ON ALL SLOPES GREATER NoR AS PER THAN 3:1 OR AS OTHERWISE SHOWN ON SITE PLANS. AN ORGANIC FIBER PROTECTIVE MAT, HALF INCH LAYER OF REFERENCE ,,,�� , s - � CHOPPED STRAW, KNITTED INTO A RUGGED MAT WITH A THIN NETTING OF PHOTODEGRADABLE POLYPROPYLENE. ND• � •'£ y a SECURE MAT TO SLOPE WITH 6" STEEL U-SHAPED STAPLES, 2 STAPLES PER SQUARE YARD. 12) MAINTENANCE PROGRAM: ALL EROSION CONTROL MEASURES TO BE INSPECTED DAILY FOR PROPER FUNCTIONING. 4 i r �';,• x. ` `4'^+.`p r+; Tf `'w ANY DAMAGED OR NONFUNCTIONING DEVICES SHALL BE REPLACED IMMEDIATELY. NO EROSION AND SEDIMENT CONTROL DEVICES SHALL BE REMOVED WITHOUT APPROVAL OF SITE INSPECTOR, PVC FORCE MAIN . SLOPED TO DRAIN SILT FENCE t 13) CONTRACTOR TO FOLLOW EROSION CONTROL PROCEDURES DURING CONSTRUCTION AS OUTLINED IN THE NEW YORK ' > K4, STATE GUIDELINES FOR URBAN EROSION AND SEDIMENT CONTROL. BACK TO PUMP TANK �Av;4t - '�.$Ir -a.',. ,# 3g;"�t ,k {� 14) EROSION CONTROL DEVICES ARE ILLUSTRATED ON SITE PLAN IN A SCHEMATIC MANNER BASED ON N.Y. STATE f i GUIDELINES FOR EROSION AND SEDIMENT CONTROL. IT MAY BE NECESSARY TO ADJUST THE ACTUAL LOCATION AND PUMP TANK `' INSULATE PIPE AOBE IN SHALLOW COVER AREAS QUANTITY OF EROSION CONTROL DEVICES DEPENDING UPON FIELD CONDITIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTING THESE MEASURES AS REQUIRED TO PROTECT THE SITE. iy VICINITY MAP p '� DISTRIBUTION BOX SCALE: 1" = 2,000' tx� 36" ASH EXISTING WELL HOUSE TREE (TO BE ABANDONED) u =- �wuuuu iu SOILS INVESTIGATION: LEGEND: TEST PITS- TEST PITS WERE EXCAVATED /N THE AREA OF THE PROPOSED E.O.P. DENOTES EDGE OF PAVEMENT 10� x FIELD ON APRIL 9, 2008. THE FOLLOWING SOILS PROFILE WAS RECORDED: 0.H.U.L. DENOTES OVERHEAD UTILITY LINES MIN. TIP. EXISTING DATE: APRIL 9, 2008 P.T. DENOTES PERC TEST #2 BARN RECORDED BY: DENNIS MACELROY, EDP T.P. DENOTES TEST P/T U.P. DENOTES UTILITY POLE EXISTING TP.N 1 0" - 4'" TOPSOIL, ORGANIC MATERIAL HOUSE ROBE DENOTES AS ORDERED BY ENGINEER ' 4" - 15" DARK SANDY LOAM (PRIOR FILL?) - DENOTES DIRECTION OF GRADIENT � .. I j I #2 Lo ` ' 2 16" - 60" SANDY LOAM - YELLOWISH BROWN Q I / P.T. WATER SEEPS AT 4B" I #1 V 'O. fN -... . �' Y rn a 60"+ ROCK - W 1 � �" ! d S"""'"° r o WATER PONDING AT P/T BOTTOM - 56" I I ' MIN• {! [���i PROPOSED SCREENED I (D I BU1LDIN & c T.P. 0 - 3" TOPSOIL, ORGANIC MATERIAL WELL PORCH I T. m pp�aa g�i IIy��,@ (� - o 3" — 12" SANDY LOAM, YELLOWISH BROWN O ? I TP. - -- #1 y - 12" - 50' SAND, FINE BROWNI date: 50' - 78"' FINE SANDY LOAM 4" BUILDING SEWER I W I U.P. MOTTLING APPARENT AT 52" - ORANGISH GRAY (w WATER SEEPS AT 52"' 0.H.U.L. I I 0.H.U.L. 78"+ ROCK I PROPOSED ABSORPTION FIELD WITH BED WATER PONDING AT PIT BOTTOM SEPTIC TANK J CONFIGURATION OF (3) 28 LF LATERALS PERCOLATION TESTS - TWO PERCOLATION TESTS WERE CONDUCTED WITHIN THE AREA OF THE ABSORPTION FIELD. THE FOLLOWING RESULTS WERE 50% RESERVE AREA � w.�m,,,•,._ p fr RECORDED. wI DATE: APRIL 9 & 10, 2008 E.O.P. �I CONDUCTED BY. DENNIS MACELROY, EDP of PERC TEST HOLES WERE PREPARED AND PRESOAKED - APRIL 9, 2008 AP[ 2 2 20 0 6:30 PM LOCKROA 08 zl PRESOAKING WAS AGAIN DONE APRIL )O, 2008 PRIOR TO TIMED TESTS HART MOUNTAIN TOWN O C NS 9 TEST // 1 - 24 MIN./INCH STABILIZED RATE BUILD�NG+ D E'YJSURY 9 TEST # 2 -19 MIN./INCH STABILIZED RATE & CODES a w EOP z E of NEWS z O w 36" MIN. FENCE POST , WOVEN WIRE FENCE (14 1/2 GA, MIN.,MAX. + ^ r r p 6" MESH SPACING) WITH FILTER CLOTH OVER WOVEN N1RE FENCE (MIN. 14 1/2 —�[jJ�//s s ^ GAUGE, MAX. 6"MESH SPACING) 20" MIN. 1 ��V 0 7 7 3 6'1 �� / y� o 10' MAX. CENTER TO CENTER 36" MIN. FENCE I _ ��OFESSIO�P 3 POSTS, DRIVEN MIN. FLOW UNDISTURBED 16"INTO GROUND. �--► GRADE FA -- N CE to z. EMBED FILTER CLOTH v: MIN. 6" INTO GROUND _:_ _ _ __ _ _ _ _ ___ - -_ 16" MIN REPLACEMENT WA S TE WA TER SYSTEM - - - - -- - - �m SECTION v _ _ CONSTRUCTION NOTES FOR FABRICATED SILT FENCE TOP OF THE WORLD P. U. D. _ _ -_ ________ _ _____ =O 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS POSTS' TYPE 2E HARDWOOD"U o .` ,�� ', •I _ __ _ _ _ _ _ _ _ _ _ _ _ WTH WIRE TIES OR STAPLES. L OCKHAR T MOUNTAIN ROAD o 2. FILTER CLOTH© BE FASTENED SECURELY TO WOVEN WIRE TOWN OF QUEENSBUR Y WARREN COUNTY NEW YORK V ' - - - - 6" MIN. FENCE WITH TIESS SPACES EVERY 24' AT TOP AND MID SECTION. FENCE: WOVEN WIRE, 14 1�2 GA.2006 BY ENVIRONMENTAL DESIGN O� __� 6" MAX. MESH OPENING 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER oi PARTNERSHIP, LLP, ALL RIGHTS RESERVED F� fr THEY SHALL BE OVERLAPPED BY SIX INCHES AND FOLDED. SCALE. 1 " — 20' APRIL 14, 2008 UNAUTHORIZED ALTERATION OR ADDITION TO 4. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL FILTER CLOTH: FILTER X. PERSPECTIVE VIEW REMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE. MIRAFI 10 ENVIRONMENTAL DESIGN PARTNERSHIP L L P OX, STABILINKA THIS MAP /S A VIOLATION OF SECTION 7209 T140N OR APPROVED EQUAL. ' SUBDIVISION 2 OF THE NEW YORK STATE PREFABRICATED UNIT: GEOFAB, EDUCATION LAW SILT FENCE DETAIL EENVIR QUAOFENCE, OR APPROVED 900 ROUTE 146 CLIFTON PARK, N.Y. 12065 (518) 371-7621 COPIES FROM THE ORIGINAL OF THIS SURVEY MAP NOT MARKED WITH THE LAND SURVEYOR'S ENGINEERING LANDSCAPE ARCHITECTURE LAND SURVEYING EMBOSSED SEAL SHALL NOT BE CONSIDERED A VALID TRUE COPY. NOT TO SCALE QQGQ JOB SHEET 1 OF 2: SITE PLAN REPLACEMENT WASTEWATER SYSTEM: BASIS OF DESIGN SUITABLE BACKFILL REGULATORY AUTHORITY. TOWN OF QUEENSBURY 8% MAX. SLOPE PLUS A MIN. 4" TOPSOIL & SEED DESIGN STANDARDS: NEW YORK STATE DEPARTMENT OF HEALTH (10NYCRR APPENDIX 75-A), WASTEWATER TREATMENT STANDARDS - INDIVIDUAL HOUSEHOLD SYSTEM- GEO TEXTILE COVER TOWN OF QUEENSBURY ORDINANCE - CHAPTER 136: SEWERS AND SEWAGE 4" PERE. PIPE FABRIC 3 DISPOSAL - PART 7, ON SEWAGE DISPOSAL SYSTEMS EXISTING O EXISTING PROJECT DESCRIPTION: THE EXISTING FARM HOUSE RESIDENCE LOCATED GRADE 1 GRADE W/THIN THE TOP OF THE WORLD PUD IS PLANNED FOR RENOVATION WITH THE INTENT OF CONTINUED USE AS A RESIDENTIAL PROPERTY. THERE WILL BE NO PE B IN-DRAIN TI UNIT 11, ", �d..,.,, :.. a.. , � INCREASE IN BEDROOMS OR LIVING SPACE AS A RESULT OF THE RENOVATION. '�" ��'' � . THE EXISTING SEPTIC SYSTEM /S OF UNCERTAIN CONTENT AND CONFIGU `.'>.'+ w,-:•:,•;:;„..•:^,,e,y.,•.. ,.;r,: - RAT/ON ;`r_; ?'.`::: 6" MIN. BUT BASED ON ITS APPARENT LOCATION IS NOT COMPLIANT KITH CURRENT "- �• • -r �•.+ .�• �• •.�• •• ---' STANDARDS. AS PART OF THE RENOVATION TO THE FARM HOUSE IT IS 12" PROPOSED TO CONSTRUCT A REPLACEMENT WASTEWATER SYSTEM TO SERVE CONCRETE SAND THIS THREE BEDROOM RESIDENCE. SOILS ANALYSIS: SOILS INVESTIGATIONS IN THE AREA OF THE PROPOSED NATIVE SOIL - 24" MIN. OF USABLE ABSORPTION FIELD FOUND A SAND/FINE SAND TO SANDY LOAM SOIL AS THE SOIL ABOVE HIGH GROUND WATER PRIMARY SOIL /N THE 4" TO 60" DEPTH AREA. REFUSAL (ROCK) WAS HIT AT USABLE SOIL PERCOLATION RATE 1-30 MIN./IN. LEVEL OR IMPERVIOUS MATERIAL. A 60" TO 78" DEPTH. GROUND WATER WAS ENCOUNTERED /N BOTH TEST O PITS IN THE 48" TO 52" DEPTH. MOTTLING /N ONE OF THE PITS WAS < CONSISTANT WITH THE OBSERVED GROUND WATER C THE PERCOLATION RATE OF THE EX/STING SANDY LOAM SOIL /S /N THE 19 - SHALLOW ABSORPTION BED CROSS SECTION 24 MINUTE/INCH DESIGN RANGE. 24'" SEPARATION FROM BOTTOM OF BED TO WATER SUPPLY: THE PREVIOUSLY USED WATER SUPPLY SERVING THIS -0 NOT TO SCALE HIGH GROUND WATER LEVEL AND/OR 36" RESIDENCE WAS A SHALLOW WELL LOCATED BEHIND THE RESIDENCE. THIS SEPARATION TO IMPERVIOUS MATERIAL. WELL IS TO BE ABANDONED AND A NEW DRILLED WELL WILL BE INSTALLED AT A LOCATION > 100' FROM THE ABSORPTION FIELD. THE PROPOSED LOCATION IS TO THE SOUTH SIDE OF THE RESIDENCE. 24" HOPE RISER, LID & SAFETY PROJECTED FLOWRATE: THE RESIDENCE CONTAINS THREE BEDROOMS. WITH NOTE, PAN BY TUF-TITE OR EQUAL NYS DOH STANDARDS FOR POST 1991 WATER SAVING FIXTURES ® 110 PROPOSED BED SHALL CONSIST OF GALLONS PER DAY PER BEDROOM, THE AVERAGE DAILY FLOW (ADF) IS 330 THREE - 28 LF ELJEN RUNS FOR A GALLONS. THIS FLOWRATE DOES NOT INCLUDE THE USE OF A GARBAGE TOTAL OF 84 LF MINIMUM. BED AREA GRINDER (NOR /S ONE RECOMMENDED) OR A HOT TUB/SPA. ADDITIONAL (CONCRETE SAND) SHALL BE A FLOWRATE MUST BE INCLUDED IN THE DESIGN SHOULD EITHER OF THESE MINIMUM OF 15' x 30'. I I ITS - I ' =� VENT PUMP TANK BACK COMPONENTS BE PART OF THE HOUSE DESIGN. III III-IIII= III=I I IIII- III=II o ❑ III-IIII= THROUGH HOUSE STACK. IIII : SEPTIC TANK: THE REQUIRED CAPACITY FOR A THREE BEDROOM FLOWRATE IS DISTRIBUTION BOX WITH ADJUSTABLE OUTLET i 1= 6 L.F. SDR-26 =IIII 1000 GALLONS. THE RECOMMENDED TANK FOR THIS SYSTEM IS A 1000 (MIN) LEVELERS, AND INLET BAFFLES. I I I II I II GALLON PRECAST CONCRETE TANK WITH BAFFLE BY UTOPIA ENTERPRISES OR ^ EQUAL AND AN EFFLUENT FILTER AT THE DISCHARGE OUTLET. I I I— THE FRAME AND COVER FOR THE TANK ACCESS OPENING SHALL BE POLYLOCK — HEAVY DUTY RISER AND COVER COMPONENTS OR EQUAL (12-MIN.). - 4" PVC SDR 26-�- EFFLUENT FILTER: AN EFFLUENT FILTER, POLYLOCK MODEL PL-122, OR EQUAL, I a SHALL BE INSTALLED ON THE DISCHARGE OUTLET OF THE SEPTIC TANK. ' 2" HOPE DISCHARGE T— IN-DRAIN UNITS FORCE MAIN TO SLOPE BACK TO LH—I PRECAST CONCRETE TANK BY UTOPIA ENTERPRISES OR EQUAL. THE ACCESS w N PUMP TANK AND ASSEMBLY- THE PUMP TANK SHALL BE A 500 GALLON SELECT GRANULAR FILL-- _ ,_,..,- •' _ EFFLUENT PUMP PIT TO SELF DRAIN FRAME AND COVER SHALL BE A MINIMUM OF 24" OPENING, CENTERED OVER p 24 MIN CONCRETE SAND -III-I FILTER WEEP HOLE THE PUMP ASSEMBLY TO ALLOW FOR THE REMOVAL OF THE PUMP AS NEEDED. THE FRAME AND COVER SHALL BE HEAVY DUTY PLASTIC BY POLYLOK OR IN-DRAIN UNITS I-I I d GOULDS PUMPS EQUAL. THE EFFLUENT PUMP SHALL BE CAPABLE OF DELIVERING 20 GPM AT <X. A TDH OF 10'. THE PUMP SHALL BE BY GOULDS PUMPS - MODEL 3885 OR a MODEL 3885 PUMP CONTROL LEVELS TO BE I - SET TO PROVIDE SPECIFIC DOSE EQUAL. PUMP DISCHARGE (PVC-SCH.40) SHALL CONTAIN A WEEP HOLE b - OR EQUAL VOLUME. 1 8 MIN DRILLED !N THE PIPE SO THAT THE FORCE M a0 "=":t;<(:�-:'`:� `',` ('•:``'i :�i��:F�':` I I- (/ ) MAIN PIPING CAN GRAIN °n n. BACK INTO THE PUMP TANK. THE TANK SHALL BE VENTED VIA CONNECTION 12" ',,�'`' "" ""'' '� '� " ' FROM `` PUMP - BACK TO THE HOUSE STACK. - REFER TO BASIS OF DESIGN N-DRAIN UNITS PUMP CONTROLS - PUMP OPERATION SHALL BE CONTROLED BY A 'TIMED - - - - - - - - - - - - - DOSED FLOAT SIMPLEX CONTROL PANEL BY SJE RHOMBUS - MODEL TO OR EQUAL. 6" CLEAN SAND :"1000 GALLON (MIN.) PRECAST CONCRETE,' 500 GALLON PRECAST PUMP 6" CLEAN SAND FLOAT SWITCHES SHALL BE PROVIDED FOR TANK INSTALLATION FOR 'LOW FLOW OVERRIDE' AND HIGH LEVEL ALARM CONDITIONS. THE CONTRACTOR SHALL OR PEA GRAVEL SEPTIC TANK BY UTOPIA ENTERPRISES'.'.' CHAMBER BY UTOPIA ENTERPRISES OR PEA GRAVEL 75' MAX. LENGTH PERE. OR EQUAL CONFIRM AVAILABLE ELECTRICAL SERVICE PRIOR TO ORDERING ANY ELECTRICAL PIPE AND "B" UNITS irP. (SEE DETAIL) OR APPROVED EQUAL. nP DEVICE ENDS CAPPED (SEE DETAIL) THE PROGRAMABLE TIMER SHALL BE SET TO OPERATE THE PUMP FOR AN EACH LINE APPROXIMATE 3 MINUTE RUN TIME APPROXIMATELY 5 TIMES A DAY. FINAL CONTROL PROGRAMING SHALL BE CONFIRMED WITH THE DESIGN ENGINEER. FORCE MAIN - THE FORCE MAIN DISCHARGING FROM THE NEW PUMP TANK ABSORPTION BED CONFIGURATIONS 0 SERC TAN K - PUMP TANK ASS EM B LY SHALL BE A 1-1/2'" PVC PIPE. THE PIPE CLASS SHALL BE 100 PSI MINIMUM AND THE CONNECTION COUPLING FITTING SHALL BE IN CONFORMANCE WITH MANUFACTURER'S STANDARDS. NOT CALE NOT TO SCALE (SECTION) DISTRIBUTION BOX: THE D-BOX SHALL BE A PRECAST CONCRETE BOX BY UTOPIA ENTERPRISES OR EQUAL. SPEED LEVELERS SHALL BE PROVIDED FOR USE 1N EACH PIPE INVERT. HEAVY DUTY RISER AND COVER ABSORPTIONFINISH GRADE COMPONENETS (12"MIN.) CONFIGURA7/0N USING ELJEN IN-DRAIN, TYPE 'B' UNITS. THE FIELD LOCATION FIELD THE PROPOSED ABSORPTION FIELD SHALL E A BED TYPE B IN-DRAIN UNIT 36" W x48" L x7" H BACKFILL 12" MINIMUM BY POLYLOCK OR EQUAL HAS BEEN PROPOSED TO MAINTAIN A 100' HORIZONTAL SEPARATION TO AN LARGE CORE WIDTH 1.250" 6" CONCRETE SAND (- ADJACENT INTERMITTENT STREAM. THERE SHALL BE THREE LATERALS, EACH DIRECTLY BELOW SURROUNDING THE NEW YORK DEPARTMENT OF TRANSPORTA- III=IIII- I a ,III-III-1 -IIIIII1= ACCESS EXTEN5101y OF 28 LF, PROVIDING A TOTAL OF 84 LF FOR THE THREE BEDROOM SYSTEM. SMALL CORE WIDTH .750" SIDES OF THE IN-DRAIN UNITS FOR TION CONCRETE SAND SPECIFICATION ASPHALTIC _ ((MH GRADE RINGS) a 703-07 SEAL - - - 2' I.D. AS PER THE AREA OF THE DISPOSAL FIELD SHALL BE APPROXIMATELY 20' x 30'. A ABSORPTION TRENCHES FORT MILLER OR EQUAL b; 50% EXPANSION AREA 1S LOCATED ADJACENT TO THE PROPOSED FIELD AREA DESIGN FLOW LESS THAN 1,000 GAL/DAY (AS REQUIRED) DISTRIBUTION PIPE PERFORATED 4" AS INDICATED ON THE DESIGN PLAN. A DIVERSION BERM SHALL BE INSTALLED LARGE CORE WIDTH 90%VOIDS 50 GAL. INLET a ON THE UPGRADIENT SIDE OF THE FIELD TO DIRECT DRAINAGE AWAY FROM / DISTRIBUTION PIPE NON-PERFORATED 4" F4.. OR —� 3"MIN. I ouTLET THE FIELD AREA. AS THIS WILL BE A PUMPED SYSTEM 1T !S PROPOSED THAT DISTANCE TO SEASONAL HIGH WATER LDO.SEWER o THE FIELD INSTALLATION BE A SHALLOW ABSORPTION SYSTEM TO MAXIMIZE TO TABLE, IMPERVIOUS STRATA OR BEDROCK 2' MINIMUM GEOTEXTILE COVER FABRIC I I 1A w PROVIDE WITH THE IN-DRAIN UNITS ?YPAF 3401 I I 'A' —WATER TIGHT JOINT (TYP.) VERTICAL SEPARATION TO THE OBSERVED GROUNDWATER. DEPTH OF TRENCH 29' MINIMUM TEE ITARY m PARGE W/NON-SHRINK GRO T `r TRENCH WIDTH 4' "I" z w 4" MIN. INSIDE & OUT DEPTH OF COVER OVER DISTRIBUTION PIPE 6" MINIMUM ALL JOINTS BELO FULL 7 LIQUID LEVEL TO BE BITUMINOUS�O I SPACING BETWEEN IN-DRAIN ROWS 4'ABSORPTION TRENCH I "O" WATERTIGHT AND INTERIOR - o SANITARY TEE KITH (See figures 3, 5) 2'ABSORPTION BED LEAKAGE TESTED COAT a j I EFFLUENT FILTER ; GENERAL SANITARY NOTES: PRIOR TO BACKFILLING KOP 300M O BAFFL,; WITH POLYLOCK MODEL OR EQUAL 14"X18 MIN. PL 122 OR EQUAL .9EI CONCRETE SAND DEPTH DIRECTLY 6" MINIMUM I I ac"ww"m j 7. MAINTAIN 100' SEPARATION BETWEEN SEPTIC SYSTEM AND ANY WELL. BELOW IN-DRAIN UNITS HOUSE 10 FEET MINIMUM o CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING WELLS CONCRETE SAND AT THE SIDE OF 6"ABSORPTION TRENCH _ _ _ _ x PRIOR TO CONSTRUCTION. WELL 100 FEET MINIMUM IN-DRAINS 12"ABSORPTION BED - _ _'' ',s - 6" TO 12" LAYER �I PEA GRAVEL OR 2. MlN/MUM SEPARA 770N BETWEEN SEPTIC TANK AND BUILDINGS SHALL PROPERLY LINE 10 FEET MINIMUM ACCEPTABLE SOIL PERCOLATION RATE 1-60 MIN/IN ABSORPTION TRENCH CRUSHED STONE a BE 10 FEET. ALL SEI6ACX5 ARE MEASURED FROM HE 1-30 MIN/IN ABSORPTION BED SECTION VIEW BEDDING LAYER 41 0 EDGE OF CONCRETE SAND IN SITU SOIL NOTE: J. MINIMUM SEPARATION BETWEEN EDGE OF BED AND BUILDINGS SHALL 3 INTERFACE ACCEPTABLE SOIL PERCOLATION RATE GRAVITY / PUMP / SIPHON BE 15 FEET INLET INVERT IS 3' ABOVE 4. MINIMUM SEPARATION BETWEEN PROPERTY LINE AND EDGE OF BED ALL APPENDIX 75-A SEPARATION REQUIRE ASPHALTIC (2" MIN.)REQUIREMENTS ARE APPLICABLE SEAL w OR TOE OF FILL (RAISED SYSTEMS) SHALL BE 10 FEET. _ 5. MINIMUM SEPARATION BETWEEN WELL AND SEPTIC TANK TO BE 50 r+ ;T; T I I o FEET. ELJEN IN-DRAIN DIMENSION & SPECIFICATION SHEET V II m I `� INLET H OUTLET s o 6. ALL CONSTRUCTION TO BE 1N COMPLIANCE WITH THE NEW YORK NOT TO SCALE `t��`�a J q II I STATE SANITARY CODE. CY LO NOTE: w 7. REQUIRED INSPECTIONS (TO BE PERFORMED BY PROFESSIONAL BAFFLE o ':,1 , I I BAFFLE NOT REQUIRED FOR ENGINEER): TANKS LESS THAN 10 FT. LENGTH FI A) PRIOR TO PLACEMENT OF SEPTIC TANK OR COMMENCEMENT OF TI Ty Fr J {� m !a � � N THE ABSORPTION FIELD CONSTRUCTION. B) DURING THE INSTALLATION OF ANY REQUIRED FILL MATERIAL. z C) PRIOR TO BACKFILL/NG BED. •C� 0 7 3 ET'' !!'� PLAN VIEW z NOTE: ,�1 -V~ OUTSIDE z D) FINAL INSPECTION UPON COMPLETION OF THE SYSTEM. I. PIPE JOINTS TO BE SEALED WITH �� PV TANK SIZE MIN. LIQUID DEPTH "A" TANK DIMENSIONS "B"X"C" "0" "I" HEIGHT z 8. CONCRETE SAND SHALL BE A MEDIUM TO COARSE SAND WITH AN TRANSITION FROM SIDR7 TO CONTRACTOR TO INSTALL ASPHALTIC MATERIALS OR EQUIVALENT. FESSIO� 1000 GAL 4'-0' 5'-8" X 8'-z" 3'-9" 4'-0" 5'-0" z i 4" PVC SDR 26 AS REQUIRED } EFFECTIVE SIZE OF 0.25 TO 2.0 AIM AND NO MORE THAN 59, 2" STYROFOAM BLUE BOARD 2. INVERT ELEVATIONS OF ALL � PASSING A #200 SIEVE. OVER TOP OF D-BOX OUTLET PIPES MUST BE EQUAL. � m z 9. WHEN THE TRENCH AREA HAS HAVE BEEN EXCAVATED, THE SIDES AND J. THE SLOPE OFIS OUTLET BOX OUTLET PIPES SEPTIC TANK w GRADE BETWEEN THE DIS w � BOTTOM SHALL BE RAKED TO SCARIFY ANY SMEARED SOIL SURFACES, AND THE DISTRIBUTOR LATERALS 10. CONSTRUCTION EQUIPMENT NOT NEEDED TO CONSTRUCT THE SYSTEM SHOULD BE 1/8- PER FOOT. z SHOULD BE KEPT OFF THE AREA TO BE UTILIZED FOR THE w ABSORPTION FIELD SYSTEM TO PREVENT UNDESIRABLE COMPACTION z REMOVABLE COVER NOT TO SCALE OF ;�- EXTEND INSULATION 2' a E SOILS. � BEYOND TOP OF BOX i 11. EACH DISTRIBUTION LINE SHALL CONNECT INDIVIDUALLY TO THE IN ALL DIRECTIONS FARM HOUSE RESIDENCE DISTRIBUTION BOX AND EXIT AT THE SAME SLOPE FOR THE FIRST 5 - " FEET TO 10 FEET FROM THE BOX (1/8" PER FOOT). 3 12. THE DISTRIBUTION BOX SHALL BE SET LEVEL AND ARRANGED SO i THAT EFFLUENT IS EVENLY DISTRIBUTED TO EACH DISTRIBUTION LINE. S BAFFLE ADEQUATE PROVISIONS SHALL IO TAKEN TO ASSURE STABILITY AND _ REPLACEMENT WA S TE WA TER SYSTEM PROVIDE ACCESS FOR INSPECTION OF THE DISTRIBUTION BOX. INVERT INLET 2"MIN ELEV. a 13. THE PIPES CONNECTING THE DISTRIBUTION BOX TO THE O O OUTLET _ TOP OF THE WORLD P. U. D. DISTRIBUTION LINES SHALL BE TIGHT JOINT CONSTRUCTION LAID ON UNDISTURBED EARTH OR PROPERLY BEDDED THROUGHOUT ITS LENGTH. INSULATE o AND FORCE MAIN 4' I -5 " o 14. THE SYSTEM DESIGN DOES NOT INCLUDE PROVISIONS FOR GARBAGE AND 4" PVC PIPE •• ' GRINDERS. IN THE EVENT THAT GARBAGE GRINDERS ARE TO BE WHERE COVER IS LESS L OCKHAR T MOUNTAIN ROAD INSTALLED, THE CONTRACTOR SHALL NOTIFY ENGINEER PRIOR TO THAN 4' 12" MIN SEPTIC INSTALLATION FOR NECESSARY MODIFICATIONS. CLEAN SAND OR PEA GRAVEL TOWN OF QUEENSBURY WARREN COUNTY, NEW YORK 15. FOOTING DRAINS, SUMP PUMPS OR WATER SOFTENER DISCHARGES v SHALL NOT BE CONNECTED INTO THE SEPTIC SYSTEM. SCALE: AS NOTED APR/L 14, 2008 4 16. CONTRACTOR TO COMPLY WITH ALL O.S.H.A. AND OTHER STATE ENVIRONMENTAL DESIGN PARTNERSHIP, LLP AND LOCAL SAFETY REQUIREMENTS DURING CONSTRUCTION. FORCE MAIN CONNECTION TO D - BOX 1-800-962-7962 TO LOCATE BURIED CABLES, OR OTHER A A �+ ■46 17. PER NEW PORK STATE INDUSTRIAL CODE 53: CALL. 900 ROUTE CLIFTON PARK, N.Y. '12065 (5'18) 371-7621 i- UNDERGROUND UTILITIES, NO LESS THAN TWO, OR MORE THAN TEN NOT TO SCALE WORKING DAYS, PRIOR TO DIGGING, DRILLING, EXCAVATING, DRIVING POSTS, ETC. ENGINEERING LANDSCAPE ARCHITECTURE LAND SURVEYING GDGD JOB SHEET 2 OF 2: DESIGN, DETAILS & N O TES