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2014-414 TOWN OF QUEENSBURY wow742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF COMPLIANCE Permit Number: P20140414 Date Issued: Wednesday, August 10, 2016 This is to certify that work requested to be done as shown by Permit Number P20140414 has been completed. Tax Map Number: 523400-301-008-0001-027-000-0000 Location: 8 MANOR Dr Owner: MAPLE WOOD, LLC Applicant: MAPLE WOOD, LLC This structure may be occupied as a: Septic Alteration Residential By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Compliance DOES NOT relieve the 45t.. 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 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 FON Community Development- Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20140414 Application Number: A20140414 Tax Map No: 523400-301-008-0001-027-000-0000 Permission is hereby granted to: MAPLE WOOD. LLC For property located at: 8 MANOR Dr 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: MAPLE WOOD, LLC 6 E MANOR Dr Septic Alteration Residential QUEENSBURY,NY 12804-0000 Total Value Contractor or Builder's Name /Address Electrical Inspection Agency IBS SEPTIC &DRAIN ATTN: IVAN BELL 2 LOWER WARREN St OUEENSBURY.NY 12804 Plans&Specifications 2014-414 Res. Septic Alteration -Bldg 12 $40.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Tuesday, September 08, 2015 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queens fore the iration dal) Dated at the To of Q e y, September 08,2014 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement SEPTIC DISPOSAL PERMIT Office Use Only DATE I/U / ( Received Tax Map ID 301 D —1 TAX MAP ID ,3 21:144 Permit No. j</. / 1 ✓• Permit Fee 4g 67a 09 LOCATION OF INSTALLATION Approvals: APPLICANT 7 /3 S PHONE/E-MAIL ADDRESS �o( �/� /' CLQ U-vY,51' j.6)/ INSTALLER/BUILDER: ` S PHONE/E-MAIL ?% - 7 Ll ADDRESS: OWNER /`7�, . w o-v e--// P7 - PHONE/E-MAIL Address G /'7c Y,n - /3 Q6K CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: /�/v 7 L!r! PHONE J /: - �Y RESIDENCE INFORMATION Year Built #of bedrooms X Gallons per bedroom =Total Daily Flow 1980 or older I/ Garbage grinder installed _Y _N 1981-1991 Spa or Hot Tub installed _Y _N 1992-Present PARCEL INFORMATION /1 /t /'2 A - 1 Topography Flat rolling Steep slope %slope Soil Nature Sand Loam Clay Other Groundwater At what depth? Bedrock!Impervious Material At what depth? Domestic Water Supply Municipal Well(if well,water supply from any septic system absorption is ft.) Percolation Test Rate: per minute per inch(test to be completed by licensed engineering/architect) PROPOSED SYSTEM FOR NEW CONSTRUCTION Tank Size gallons(minimum size 1,000 gallons,add 250 gallons to size for each garbage grinder or spa or hot tub) System Type Absorption field with#2 stone Total length ft.; Each trench x Seepage Pit with#3 stone How many: ;size L/ Alternative System Bed or other type? /.__F" X c-/ 0 Holding Tank System Total required capacity? Tank size #of tanks Notes: 1)Alarm system&associated electrical work must be inspected by a Town approved electrical inspection agency;2)We will no longer allow systems to be covered until such time as an As-Built plan is received & approved. The installed system must match the septic system layout on fife—no exceptions. DECLARATION: Any permit or approval granted which is based upon or is granted in reliance upon any material representation or failure to make a material fact or circumstance know by or on behalf of an applicant, shall be void. I have read the regulations and agree to abide by these and allrequirprlents of the Town of Queensbury Sanitary Sewage Dispo al Qrdinance. Print Name: mac. t 1 c. /// Date: F g--// `1 Signature: 2Q-e./.7 Date: x/15' / 6 Town of Queensbury Building&Codes Principal Structure Application July 2014 Town of Queensbury Building & Code Enforcement Office No. (518) 761-8256 Septic Inspection Report Inspection request received: Name: _ < — Inspected on: g(ice Location: PVIANI Dig Arrive: a.m./p.m. Permit No.: L4-AA- Inspector's Initials: ()ND Comments andlor diagram Soil Type: Sand/Loam/Clay Type of Water: Municipal/Well Water Waterline separation distance ft. Well separation distance ft. Other wells: ft. Well Casing Length 50'+I- Y_N N/A [150'to well required if NO] Absorption Field: Total length ft. Length of each trench ft. Depth of trenches ft. Size of Stone Seepage Pits: Number Size: x Stone Size: Piping Size Type Building to tank Tank to Distribution Box 11-?$? t'1). -• Distribution Box to Field/Pit Opening Sealed: _Y N y,� Q End Cap _Y_N !.� �, Inlet/Outlet Pipes&Baffles _Y N Manholes 12"or less below grade _Y N [provide extension collar if Yes] _Y N Location/Separations Foundation to tank ft. Foundation to absorption ft. Separation of Pits ft. Conforms as per Plot Plan Engineer Report and As-Built Y N ETU Maintenance Contract provided Y N Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear System Use St s: Approved pproved and needs to be re-inspected, please call the Building& Codes Office Disapproved Septic Inspection Reportq-7 Town of Queensbury Building & Code Enforcement p1—..s1 Office No. (518) 761-8256 ( .Q ) Septic Inspection Report Inspection request received: 99 f� Name: i\tr) 4r PI cn t�U2 d Inspected on: r r� `-"'G� Location: C mar br- Arrive: ` �Sag a.m.I p.m. Permit No.: /14 — 41 i 1-1 Inspector's Initials: !16.11w1b Comments and/or diagram Soil Type: Sand/Loam/Clay Type of Water: Municipal/Well Water Waterline separation distance ft. Well separation distance ft. Other wells: ft. Well Casing Length 50'+/- Y N N/A [150'to well required if NO] Absorption Field: Total length ft. V E-( l�l i1�l C Length of each trench ft. li' V t-k- `` ` Depth of trenches _ _ Size of Stone --71 •7.:._.-1- �; T� ' �' Seepage Pits: Number V Size: ,i x , Stone Size: Piping Size Type 'ef-- --\/l" F j L. - i.e`-z(_.. Building to tank l'N"- /4— '- Tank to Distribution Box _ Distribution Box to Field/Pit �� \i7�`R-1 -�LT Opening Sealed: _Y N n End Cap _N 1'1 C_%' ► '" Inlet/Outlet Pipes&Baffles _N Manholes 12"or less below grade y N ,--� [provide extension collar if Yes] N 1A-� l , - Location/Separations `� � "' Foundation to tank ft. 1 /� ►'�-�Y�- , -- Foundation to absorption ft. 1-"VI AA of Pits ft. Conforms as per Plot Plan _Y_N Engineer Report and As-Built _Y N ETU Maintenance Contract provided Y_N Location of System on Property: Front Rear i Left Side Right Side Middle Front Middle Rear System Use Status: Approved itial Approved anOeeds to be re-inspected, please call the Building & Codes Office Disapproved Septic Inspection Report • Town of QuE y Building & Code Enforcement 0117__ `iT L Office No. (518) r o,-8256Rt--\ Septic Inspection Report Inspection request received: 7/i 2/f Name: M%Vie,LoC.)01 I S, Inspected on: 1/(( L/ t/ Location: ( Wi ) rnlCL._ 6r, Arrive: 110" a.m.I p.m. Permit No.: J L/� �{( Li Inspector's Initials: km Comments and/or diagram Soil Type: Sand I Loam/Clay Type of Water: Municipal/Well Water Waterline separation distance ft. Well separation distance ft. Other wells: ft. Well Casing Length 50'+/- Y N N/AVrf ?�� [150'to well required if NO] 4K-, / 2,�l Absorption Field: Total length ft. (?)cpk. ' Length of each trench ft. Depth of trenches ft. Size of Stone Seepage Pits: Number Size: Stone Size: l �� Piping - i Siz• Type Building to tank ,) Tank to Distribution Box Distribution Box to Field/Pit Opening Sealed: Y N End Cap _Y_Nj Inlet/Outlet Pipes&Baffles _Y N v�^� < `T' �- Manholes 12"or less below grade Y N [provide extension collar if Yes] Y NZY) )CV F -C)`-‘) Location/Separations Com "�f. 695. — Foundation to tank ft. 14 Foundation to absorption ft. Separation of Pits ft. Conforms as per Plot Plan Y N C— - — Engineer Report and As-Built _Y N ETU Maintenance Contract provided Y N Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear System Use Status. Approved Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved Septic Inspection Report SEWAGE DISPOSAI- SYSTEM NOTES THERE SHALL BE NO CHANGE ON THESE PLANS IN ADVANCE OF OR DURING THE BEST DESIGNED AND INSTALLED SEPTIC SYSTEM WILL EVENTUALLY FAIL TO CONSTRUCTION, WITHOUT PRIOR APPROVAL OF TtIE DESIGN PROFESSIONAL OR THE FUNCTION PROPERLY WITHOUT PERIODIC MAINTENANCE. INADEQUATE SEPTIC TANK TOWN BUILDING INSPECTOR. MAINTENANCE CAN RESULT IN CLOGGING OF THE TANK AND SEWAGE BACKUP INTO y THE HOME AND/OR SEWAGE OVERFLOW ONTO THE GROUND SURFACE. FAILURr TO DESIGN, CONSTRUCTION, MATERIAL STANDARDS AND INSPECTION REQUIREMENTS PERIODICALLY CLEAN A SEPTIC TANK COMMONLY RESULTS IN CLOGGING OF SOIL SHALL COMPLY WITH THE LATEST EDITION(S) OF THE NEW YORK STATE SURROUNDING THE ABSORPTION FILED BY OVERFLOWING SOLIDS NOT REMOVED BY DEPARTMENT OF HEALTH WASTEWATER TREATMENT STANDARDS - INDIVIDUAL THE SEPTIC TANK. HOUSEHOLD SYSTEMS APPENDIX 75-A, THIS DESIGN IS INTENDED TO PROVIDE SUBSURFACE SEWAGE DISPOSAL ONLY FOR SEPTIC TANK TO BE SET ON A LAYER OF COMPACTED PEA STONE OR WASHED THE LOT IT IS SHOWN ON. NO ADDITIONS INVOLVING LIVING OR SLEEPING AREAS GRAVEL, MAY BE ADDED TO THIS BUILDING WITHOUT THE APPROVAL OF THE BOARD OF m HEALTH, TOWN OF QUEENSBURY AND REDESIGN OF THE SUBSURFACE DISPOSAL SYSTEM. SEP11C TANK TO HAVE SCH 40 PVC "T' AT INLET AND OUTLET. THE SEAL AND SIGNATURE ON THIS PLAN SPECIFICALLY EXCLUDES CERTIFICATION FOR - INLET 12" BELOW FLOW UNE, 6" ABOVE FLOW UNE FUTURE EXPANSION OR REPLACEMENT. - OUTLET 14" BELOW FLOW UNE, 6" ABOVE FLOW LINE DWELLING IS TO HAVE WATER SAVING FIXTURES, INCLUDING BUT NO LIMITED TO: 3" AIR SPACE ABOVE "T' TO TOP OF TANK LESS THAN 2 GPM SHOWER HEADS, LOW WATER USE TOILETS, SINK FLOW LANDS N/F OF RESTRICTORS. OBSERVE WATER CONSERVATION PRACTICES. NO ROOF, FOOTING, FLOOR, COOLING WATER, BACKWASH DRAINS, ETC., SHALL BE CONNECTED TO THE SEWAGE SYSTEM. NO SUMP PUMP, CONDENSATE, WATER SEPTIC TANK SHALL BE INSPECTED ANNUALLY TO DETERMINE SCUM AND SLUDGE SOFTENER, SPAS, OR HOT TUBS SHALL BE DRAINED INTO THE SYSTEM. ACCUMULATION BY THE HOMEOWNER OR A QUALIFIED SEWAGE HAULER. THE 00 AMOUNT OF BUILD-UP NOTED AT EACH INSPECTION SHOULD BE RECORDED AND THERE SHALL BE NO CONSTRUCTION OF SEPTIC SYSTEMS WITHIN 100' OF A MAINTAINED BY THE HOMEOWNER. THE TANK SHALL BE PUMPED WHENEVER THE CLASSIFIED BODY OF WATER. BOTTOM OF THE SCUM LAYER IS WITHIN 3" OF THE BOTTOM OF THE OUTLET LANDS N/V BAFFLE OR SANITARY "T". THE PUMP -OUT CLEARANCES ALSO APPLY TO ANY HOUSE TO SEPTIC TANK: 4"0 PVC SCHEDULE 40 WITH TIGHT JOINTS, MINIMUM CHAMBER IN MULTI -COMPARTMENT TANKS OR TO TANKS IN SERIES. MOST TANKS SLOPE 1/4" PER FOOT. SEPTIC TANK TO DISTRIBUTION BOX: 4"0 PVC SDR 26 SHOULD BE PUMPED OUT EVERY TWO TO THREE YEARS. WITH TIGHT JOINTS, MINIMUM PITCH 1/8" PER FOOT. SANITARY DISPOSAL FIELD: 4"0 PERFORATED PLASTIC PIPE MAXIMUM SLOPE 1/16" PER FOOT, CAP ALL ENDS. S65°02'40"E 28. 7-6.' LLI I I I � I N LANDS N/F OF I o ° HELEN SLEIGHT I z _ U 237/125 BUILDING #17 I I I 0100.05' I- N65°12'51' MANOR DRIVE OO �IIII®{ILII®{I®IIl;mII�II�IIIIl�II�11�44�IIIII4�II'�II;�II�I4�I1�fl j IIS 25�'� Ii_____ ____ ® I OI ______ __--_ / INSTALL NEW 1 000 GAL vi ® EFFLUENT PUMIf ----- _ CHAMBER r -------------- CONNECT ------ ----- CONNECT BOT EXISITNG SEPTIC TANKS TO NEW PUMP CHAMBEf� ® I _ OF E� STINGCATION SEPTIC ® I TANKS g ® /BUILDING #9 ® I � 19 ENLARGED SITE PLAN ®1"=20'-O" %II®IIS II®II®II®II®II BILA®IIBlnmII SIImIloilo II®II®II®I1 =Jim II®II milmiICP N24049'40"E 18.47' FENCE AND ASPHALT ENCROACHMENT S65005'20"E �QF 295J��_ MAUE . 0 \ A5PHALT SURFACE Ge BUILDING #15 (33 PARKING SPAGES) BUILDING #13 WHEN SEPTIC TANK IS PUMPED, THE SEPTIC TANK, BAFFLES/TEES, HOUSE SEWER CONNECTION AND OUTLET SHALL BE INSPECTED. BAFFLES/TEES THAT HAVE DETERIORATED AND NO LONGER PERFORM AS DESIGNED SHALL BE REPLACED. CRACKED OR BROKEN LINES MUST BE REPAIRED OR REPLACED. ANY COMPANY EMPLOYED TO CLEAN AND SERVICE THE SEPTIC TANK MUST BE A DEC PERMITTED SEPTAGE HAULER. SEPTIC TANKS SHOULD NOT BE WASHED OR DISINFECTED AFTER BEING PUMPED OUT. SEPTIC TANK ADDITIVES SHALL NOT BE USED IN THE SEPTIC SYSTEM. ADDITIVES ARE UNNECESSARY FOR THE PROPER OPERATION OF DISPOSAL SYSTEMS AND MAY CAUSE THE SLUDGE AND SCUM IN THE SEPTIC TANK TO BE DISCHARGED INTO THE ABSORPTION FIELD, RESULTING IN PREMATURE FAILURE. DO NOT DISPOSE OF EXCESS GREASE OR FAT INTO THE SEPTIC SYSTEM. DO NOT POUR OR DUMP ABNORMAL AMOUNTS OF CLEANING CHEMICALS OR CLEANERS INTO SINKS OR TOILETS. WHENEVER SEPTIC TANKS ARE TO BE ABANDONED IN THE EVENT OF PUBLIC SEWERS ARE INSTALLED TO HANDLE HOUSEHOLD WASTES, THE TANKS SHOULD BE REMOVED OR PUMPED OUT AND FILLED WITH SOIL TO PREVENT FUTURE CAVE-IN. NO VEHICULAR TRAFFIC OR PARKING SHALL BE ALLOWED ON ANY PORTION OF THE ABSORPTION FIELD OR THE SEWAGE DISPOSAL SYSTEM. FINAL GRADE SHOULD BE GRADED SO AS TO DIVERT ANY RUN-OFF AWAY FROM THE ABSORPTION FIELD. N24049'40"E 10.00' ss5°lo'2o°E LANDS N/F OF 74.56' REFER TO,ENLARGED NCR OF QUEENSBURY PLAN ON THIS PAGE 8.79/306 I� NQ8°°006'17 MAN -OR GRADING NOTES BEFORE ANY CLEARING OR GRUBBING OF THE SITE IS INITIATED, AND DURING EARTHWORK PHASES, SEDIMENT TRAPS SHALL BE CONSTRUCTED IN ALL STORM SWALES AND DITCHES. AFTER EVERY STORM EACH SEDIMENT TRAP SHALL BE INSPECTED BY THE CONTRACTOR FOR FAILURES OR CLOGGING. ANY FAILURE OR CLOGGING SHALL, BE IMMEDIATELY CORRECTED. ALL BARE -EARTH AREAS SHALL BE SEEDED AND MULCHED, AS SOON AS IS REASON- ABLY POSSIBLE TO PREVENT EROSION, AND EVERY BARE -EARTH AREA SHALL BE SEEDED AND MULCHED BY OCTOBER 1ST. TEMPORARY RAPIDLY GROWING COVER CROPS, SUCH AS RYE GRASS AND MILLET MAY BE USED FOR TEMPORARY SURFACE SMALL BENCHES AND TEMPORARY INTERCEPTOR DITCHES, INCORPORATING SEDIMENT TRAPS, SHALL BE CONSTRUCTED WERE LONG SLOPES ARE STRIPPED OF COVER GRASSES, OR WHERE FILL AREAS ARE EXTENSIVE. NEW SWALES AND UNLINED DITCHES SHALL INCORPORATE MATTING OR NETTING OVER SEED AND MULCH WHEN THE INVERT SLOPE EXCEEDS, 2% ALL SWALES AND UNLINED DITCHES SHALL BE SEEDED WITH REED -CANARY GRASS FOR FOUR (4) FEET EITHER SIDE OF THE SWALE OR DITCH CENTERLINE, AT A RATE OF 25 POUNDS PER ACRE. AFTER JUNE, ALL SEEDING SHALL ALSO BE IMMEDIATELY MULCHED. 11ls�:Ux� GIS<dilliLil�!I�SSIIIT�TIdR�ir71 i�Z�I�I:IItfIHLit�7 FINAL GRADING SHALL BE DONE TO ACCOMPLISH POSITIVE DRAINAGE AWAY FROM BUILDING AT 6" IN 10' MINIMUM SLOPE. S65°10'20"E ° 124.09' S65009'27"E 11 GARAGE ASPHALT SERFAGE (5 PARKING SPACES) 528.27' - N65°06'28"1 ( HIGHWAY) S65008'42"E S65°08'41"L ti O 399.52' 23.23' INSTALL NEW 750 GAL. EFFLUENT PUMP CHAMBER GENERAL NOTES INFORMATION SHOWN ON THIS DRAWING IS TAKEN FROM A SURVEY DRAWING PREPARED BY VAN DUSEN AND STEVES LEGEND - - — - - PROPERTY LINE ------------------- PROPERTY UNE SETBACKS _E —E —E UNDERGROUND ELECTRIC SERVICE _ss ss ss — SANITARY SEWER — w —w w WATER SERVICE E/P EDGE OF PAVEMENT CONTRACTOR SHALL CONTACT NEW YORK STATE DIG SAFE FOR LOCATION OF ALL KNOW SITE UTILITIES PRIOR TO BEGINNING ANY EXCAVATION WORK ON THE PROJECT. BUILDING #1 tlUILt1OV� 3(�+ C - s I S ❑ GB S o 0 W \ ' I�OB O � ASPHALT SURFACELO ASPHALT 5URFAC� - - I ((OPARNINGSPA(,rg) Pnvers O I I (3 PARK \G SPACES) � � i --- --- GTu G_ "0 SOLID PIPE ---------------------------- ----- --- �; ---- -- ------ -- ---- 3"0 PERFORATED IF u o ? WITH END CAPS o --- - ----_ - -- -BED SIZE i U o ASHED CRUSHED STONE N I� 17'-6" 17'-6" 35 0" 20'-0" 20'-0" DESIGN FLOW - EXISTING (4) 2 BEDROOM HOUSE WITH STANDARD FIXTURES AT 130 gpd PER BEDROOM = 1,040 gpd 1-5 MIN SOIL ON SITE 1,040 GPD DIVIDED 1.2 GPD\SF = 866.7 SF OF PRESSURE BED REQUIRED NEW DESIGN LAYOUT ALLOWS FOR 875 SF OF TOTAL BED 3" SOLID MANIFOLD WITH 3" PERFORATED PRESSURE LATERALS AT 5'-0" O.C. SET LEVEL NTH END CAPS ENTIRE AREA OF PRESSURE BED (35'x25') TO HAVE 12" WASHED CRUSHED STONE 3/4" TO 1-1/2" SIZE BELOW FORCE PIPING WITH A MINIMUM OF 6" WASHED CRUSHED STONE ABOVE THE PIPE LATERALS. ENTIRE BED AREA TO BE COVERED WITH PERMEABLE GEOTEXTILE OR UNTREATED BUILDING PAPER PRIOR TO PLACEMENT OF TOPSOIL. TOPSOIL LAYER TO BE 6" TO 12" IN DEPTH. PUMP SIZING 25 FOOT LATERALS x 5 LATERALS + 10 LF OF MANIFOLD = 135 LF OF PIPE x 0.589 PIPE AREA x 85% = 68 G FIELD CAPACITY PUMP TO RF SFT SO THAT MAXIMUM 70 nol PUMP CYCLE AT 1.0 PSI PRESSURE IN Ti PIPE AT Ti FIR 11. REMOVE EXISTING SEWAGE DISPOSAL COMPONENTS AS NECESSARY TO INSTALL NEW SEWAGE DISPOSAL TILE FIELD 287.09' N65°08'44"W N REFER TO ENLARGED PLAN ON THIS DRAWING Iro y ® F a y 379.50' N60°31'58"W N co N - S65°10'20'E =8 170.07' - co 3 \Q@ N60°36'15'W M 0 O Z m W v O , N IoW W ND 04 I O LANDS N/F OF c T G -RAGE DESANTIS I z 00 I P.O.B.- PARCEL 2 f 472/486 VIRGINIA SLEIGHT LANDS N/V OF �— } NN o 672/616 CRYSTAL D. 131JTLE LANDS N/F OF 3 � RADEECOVER ❑ GB KEVIN OR 1112 1 / WAY a DAVID &KELLY 0 1 AT G C15 I SURFACE / \ 3 ASPHALT JURFAGF CD — -- HANGER PIPE x� A..PAifl' I (' Us - FOR PUMP Q a N REMOVAL o (BPAFHJNGGPACEC) L1 _ Q�W —0 >L w N � o ,I BUILDING #9� G 5 BUILDING # BUILDING G #3 BUILDING #7 BUILD G #11 1 sI GARAGE ASPHALT SERFAGE (5 PARKING SPACES) 528.27' - N65°06'28"1 ( HIGHWAY) S65008'42"E S65°08'41"L ti O 399.52' 23.23' INSTALL NEW 750 GAL. EFFLUENT PUMP CHAMBER GENERAL NOTES INFORMATION SHOWN ON THIS DRAWING IS TAKEN FROM A SURVEY DRAWING PREPARED BY VAN DUSEN AND STEVES LEGEND - - — - - PROPERTY LINE ------------------- PROPERTY UNE SETBACKS _E —E —E UNDERGROUND ELECTRIC SERVICE _ss ss ss — SANITARY SEWER — w —w w WATER SERVICE E/P EDGE OF PAVEMENT CONTRACTOR SHALL CONTACT NEW YORK STATE DIG SAFE FOR LOCATION OF ALL KNOW SITE UTILITIES PRIOR TO BEGINNING ANY EXCAVATION WORK ON THE PROJECT. BUILDING #1 tlUILt1OV� 3(�+ C - s I S ❑ GB S o 0 W \ ' I�OB O � ASPHALT SURFACELO ASPHALT 5URFAC� - - I ((OPARNINGSPA(,rg) Pnvers O I I (3 PARK \G SPACES) � � i --- --- GTu G_ "0 SOLID PIPE ---------------------------- ----- --- �; ---- -- ------ -- ---- 3"0 PERFORATED IF u o ? WITH END CAPS o --- - ----_ - -- -BED SIZE i U o ASHED CRUSHED STONE N I� 17'-6" 17'-6" 35 0" 20'-0" 20'-0" DESIGN FLOW - EXISTING (4) 2 BEDROOM HOUSE WITH STANDARD FIXTURES AT 130 gpd PER BEDROOM = 1,040 gpd 1-5 MIN SOIL ON SITE 1,040 GPD DIVIDED 1.2 GPD\SF = 866.7 SF OF PRESSURE BED REQUIRED NEW DESIGN LAYOUT ALLOWS FOR 875 SF OF TOTAL BED 3" SOLID MANIFOLD WITH 3" PERFORATED PRESSURE LATERALS AT 5'-0" O.C. SET LEVEL NTH END CAPS ENTIRE AREA OF PRESSURE BED (35'x25') TO HAVE 12" WASHED CRUSHED STONE 3/4" TO 1-1/2" SIZE BELOW FORCE PIPING WITH A MINIMUM OF 6" WASHED CRUSHED STONE ABOVE THE PIPE LATERALS. ENTIRE BED AREA TO BE COVERED WITH PERMEABLE GEOTEXTILE OR UNTREATED BUILDING PAPER PRIOR TO PLACEMENT OF TOPSOIL. TOPSOIL LAYER TO BE 6" TO 12" IN DEPTH. PUMP SIZING 25 FOOT LATERALS x 5 LATERALS + 10 LF OF MANIFOLD = 135 LF OF PIPE x 0.589 PIPE AREA x 85% = 68 G FIELD CAPACITY PUMP TO RF SFT SO THAT MAXIMUM 70 nol PUMP CYCLE AT 1.0 PSI PRESSURE IN Ti PIPE AT Ti FIR 11. REMOVE EXISTING SEWAGE DISPOSAL COMPONENTS AS NECESSARY TO INSTALL NEW SEWAGE DISPOSAL TILE FIELD 287.09' N65°08'44"W N REFER TO ENLARGED PLAN ON THIS DRAWING SITES PLAN t"=so'-o" LANDS N/F OF QUEENSBURY CHURCH OF CHRIST 882/175 2"4 VENT ABOVE FIN. GRADE WITH BIRD SCREEN I FROM EXISTING— SEPTIC TANK RESERVE CAPACITY J AFTER ALARM SOUNDS EQUAL TO ONE DAYS CAPACITY (DUPLEX PUMPS WITH INDIVIDUAL ALARMS MAY BE USED IN UEU OF A SINGLE PUMP AND ONE DAYS CAPACITY) APPROAMA1E 1 GRADE HIGH WATER— ALARM SNATCH LEVEL CON SWITCH SHUT-OFF ❑ce 149.29' P.O.B.- PARCEL 1 QUEENSBURY UNION FREE SCHOOL DISTRICT VIP- ° Q p) IPF ce / T T 5z O N �I- �a a f a� z R r CD U 2 I� N60°34'24"W 101.33' LIJ F �1 y -" N60°31'58"W N ',u j co 3 \Q@ N60°36'15'W M 0 O Z m W v O h N IoW W ND 04 I O LANDS N/F OF c T W ° DESANTIS I z 00 SITES PLAN t"=so'-o" LANDS N/F OF QUEENSBURY CHURCH OF CHRIST 882/175 2"4 VENT ABOVE FIN. GRADE WITH BIRD SCREEN I FROM EXISTING— SEPTIC TANK RESERVE CAPACITY J AFTER ALARM SOUNDS EQUAL TO ONE DAYS CAPACITY (DUPLEX PUMPS WITH INDIVIDUAL ALARMS MAY BE USED IN UEU OF A SINGLE PUMP AND ONE DAYS CAPACITY) APPROAMA1E 1 GRADE HIGH WATER— ALARM SNATCH LEVEL CON SWITCH SHUT-OFF ❑ce 149.29' P.O.B.- PARCEL 1 QUEENSBURY UNION FREE SCHOOL DISTRICT VIP- ° Q p) IPF ce / T T 5z O N �I- �a a f a� z R r CD U 2 I� PROVIDE 3.. SANU UR '6 D Pv' PEA GRAVEL UNDER TANK ATION NOTES EFFLUENT TANK DETAIL 1. PUMP TO BE EFFLUENT PUMP N.T.S. GOULDS MODEL GL3885-1/3 HP OR EQUAL TOTAL HEAD TO BE DETERMINED BY INSTALLER 2. PUMP CONTROL PACKAGE TO BE SUPPLIED BY MANUFACTURER. AUDIBLE AND VISIBLE ALARM TO BE INSTALLED OUTSIDE RESIDENCE \---2"0 TO DIST. BOX QUICK DISCONNECT SLIDING COUPLER N60°34'24"W 101.33' LIJ F �1 -" N60°31'58"W "oo 8QF 160.85 j 3 \Q@ N60°36'15'W �q o' 0 O Z m W O h — IoW W ND 04 I I � LANDS N/F OF c } w o W ° DESANTIS ENTERPRISES, INC. LANDS N/F OF 00 I P.O.B.- PARCEL 2 f 472/486 VIRGINIA SLEIGHT LANDS N/V OF �— } NN o 672/616 CRYSTAL D. 131JTLE LANDS N/F OF 3 � RADEECOVER <eWi~ KEVIN OR 1112 1 / WAY a DAVID &KELLY I AT G EDiYARDS > V1 CO CO L 1091/110 DUQom) HANGER PIPE x� I ari FOR PUMP Q a N REMOVAL o I L1 Q�W —0 >L w PROVIDE 3.. SANU UR '6 D Pv' PEA GRAVEL UNDER TANK ATION NOTES EFFLUENT TANK DETAIL 1. PUMP TO BE EFFLUENT PUMP N.T.S. GOULDS MODEL GL3885-1/3 HP OR EQUAL TOTAL HEAD TO BE DETERMINED BY INSTALLER 2. PUMP CONTROL PACKAGE TO BE SUPPLIED BY MANUFACTURER. AUDIBLE AND VISIBLE ALARM TO BE INSTALLED OUTSIDE RESIDENCE \---2"0 TO DIST. BOX QUICK DISCONNECT SLIDING COUPLER WORK IS TO BE AS SHOWN & NOTED AND IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS, TRADE ASSOCIATION PUBLISHED RECOMMENDATIONS AND GENERALLY ACCEPTED LOCAL CONSTRUCTION INDUSTRY PRACTICES. i XN �A e CAD FILE NAMEAVIAT1 x D\IBS\MAPLE\SEPTICrlADSCA ® ® AS NOTED THE SEAL BELOW IS AN ORIGINAL SEAL DRAWN BY AND IS IN RED INK. ONLY SEALS IN RED INK SHALL BE CONSIDERED TRUE ORIGINALS �- DRAWING TITLE PROPOSED SITE PLAN I +. ,UG ps AND SEPTIC -` DETAILS 1 d /�✓ ,14C.�J DRAWING No. ✓✓ C-1 LIJ o Q a "oo © � 3 3 t h W Z z=a 0 O Z �Z W o Q z h — IoW W ND 04 0 0 c } w o W ° 2. WORK IS TO BE AS SHOWN & NOTED AND IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS, TRADE ASSOCIATION PUBLISHED RECOMMENDATIONS AND GENERALLY ACCEPTED LOCAL CONSTRUCTION INDUSTRY PRACTICES. i XN �A e CAD FILE NAMEAVIAT1 x D\IBS\MAPLE\SEPTICrlADSCA ® ® AS NOTED THE SEAL BELOW IS AN ORIGINAL SEAL DRAWN BY AND IS IN RED INK. ONLY SEALS IN RED INK SHALL BE CONSIDERED TRUE ORIGINALS �- DRAWING TITLE PROPOSED SITE PLAN I +. ,UG ps AND SEPTIC -` DETAILS 1 d /�✓ ,14C.�J DRAWING No. ✓✓ C-1 0 Q "oo 3 O Z J �o — Y 04 0 F K6 c W ° 2. U 00 UW K �— } NN o O Q 3 00 c <eWi~ L = N > V1 CO CO L < Z DUQom) x� ari Q a N m = o ,- Q�W —0 >L w WORK IS TO BE AS SHOWN & NOTED AND IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS, TRADE ASSOCIATION PUBLISHED RECOMMENDATIONS AND GENERALLY ACCEPTED LOCAL CONSTRUCTION INDUSTRY PRACTICES. i XN �A e CAD FILE NAMEAVIAT1 x D\IBS\MAPLE\SEPTICrlADSCA ® ® AS NOTED THE SEAL BELOW IS AN ORIGINAL SEAL DRAWN BY AND IS IN RED INK. ONLY SEALS IN RED INK SHALL BE CONSIDERED TRUE ORIGINALS �- DRAWING TITLE PROPOSED SITE PLAN I +. ,UG ps AND SEPTIC -` DETAILS 1 d /�✓ ,14C.�J DRAWING No. ✓✓ C-1