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2013-101 .441h TOWN OF QUEENSBURY • 742 BayRoad, uccnsbu NY 12804-5902 (518) 761-8201 ��� Q 13', Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF COMPLIANCE Permit Number: P20130101 Date Issued: Wednesday, April 10, 2013 This is to certify that work requested to be done as shown by Permit Number P20130101 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 �, „(�+�, O �� � � � By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Compliance DOES NOT relieve the (.- a4t1' /1/X---- 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. 0164 TOWN OF QUEENSBURY 0.4 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20130101 Application Number: A20130101 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 Septic Alteration Residential 6 E MANOR Dr 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 2013-101 Bldg 10, apts C & D Res. Septic Alteration $40.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Tuesday,March 25, 2014 (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 the Town of Quee bury AMo' . :y arch 25, 2013 Ar for the Town of Queensbury. SIGNED BY Q ury Director of Building&Code Enfo cement _ Community Development OfficeIflig) 9u 701 3 Town of Queensbury • 742 Bay Road • Queensbury, New York • 4• Office Use Only �j g fVO, TAX MAP NO 30I , $-I-2,19F 9 PERMIT NO. C3IO f PERIT FEE (,�n� APPROVALS: ZONING TOWN CLERK APPLICATION FOR SEPTIC DISPOSAL SYSTEM PERMIT: A PERMIT MUST BE OBTAINED BEFOREK EGINS.APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT. OWNER: lCA(1f Woo list - INSTALLER: If S e pi-1( ADDRESS: o r Dr . ()v..?en4(.1 r 1\1 ADDRESS: Ovv-( W owe (\S+ • G PHONE NOS. -TY& nc- PHONE NOS. 1 / - 1 0 9 Li LOCATION OF INSTALLATION: RESIDENCE INFORMATION: YEAR BUILT NO.OF X COMPUTATION = TOTAL DAILY FLOW BEDROOMS (Gallons per bedroom) GARBAGE GRINDER 1980 or older V X 150 = } INSTALLED? 1981 -1991 X 130 = SPA OR HOT TUB 1992-present V X 110 = IV A INSTALLED? PARCEL INFORMATION: NI1S. r✓ TOPOGRAPHY: FLAT ROL NG ' STEEP SLOPE %SLOPIEV ✓ SOIL NATURE: SAND J LOAM \411. CLAY\ j OTHER ✓ GROUNDWATER: AT WHAT DEPTH? tJ ik ✓ BEDROCK/IMPERVIOUS MATERIAL: AT WH DEPTH? '1 ✓ DOMESTIC WATER SUPLY: MUNICIPAL WELL\ (If well:water supply from any septic system absorption is: ft) ✓ PERCOLATION TEST: RATE IS \V •' PER MIINUTE PER INCH[mpi] (Test to be completed by a licensed professional engineer or architect) PROPOSED SYSTEM FOR NEW CONSTRUCTION: All individual sewage disposal systems must be designed by a licensed professional engineer or architect(unless installeq in a Planning Board approved subdivision). TANK SIZE: VV, GALLON (MIN. SIZE IS 1,000 GAL.)Add 250 gallons to the size of the septic tank for each garbage grinder, spa or whirlpool tub. SYSTEM TYPE: 0 ABSORPTION FIELD(WITH NO.2 STONE) Total length ft. Each trench 6 X ,(� ` J ❑ SEEPAGE PIT(S)(WITH NO. 3 STONE) How many? ' Size? V o ALTERNATIVE SYSTEM Bed or other type? N 0 HOLDING TANK SYSTEM Total required capacity? i\! `1 / Tank size? N .\ Number of tanks? I�J A 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 to abide by the an II requirements of the Town of Queensbury QUESTIONS? CALL 761-8256 OR EMAIL Sanitary g osal Ordinance. (1> codes(a�queensburv.net Signatu Pe s n Responsible Date}%1�11" VISIT OUR WEBSITE FOR MORE INFORMATION www.queensburv.net Septic Inspection Report Office No. (518) 761-8256 Date Inspection r-• - -ce* ed• Queensbury Building &Code Enforcement Arrive: �:-?ice . p J i^•art: 742 Bay Rd., Queensbury, NY 12804 Inspector's Initialsw"-"110( NAME: ,P 'MIT NO.: t3 -1O d LOCATION: (_4 tPt I¢JL '�` SPECT ON: i-1--1 icy—13 RECHECK: VT. \ 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. 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 Distribution Box to Field/ Pit Opening Sealed: _Y N 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 . • _ •-r Plot Plan _Y_ N Engineer Report •nd As-Built — N yr•."•" •nce Contract _Y_ N provided Location of System on Property: Front Re Left Side Right Side Middle Front Middle Rear S stem Use Sta s: Approved Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved L:\Pam whiting\2010\Building Codes Forms\Inspection Forms\Septic Inspection Report03 29 10.doc RUCINSKI HALL ARCHITECTURE Ronald Richard Rucinski Ethan Peter Hall c•34. L\� 627 Maple Avenue 0 0 Saratoga Springs NY 12866 P Voice 518 580 1905 Fax 518 584 5012 Email ephall@nycap.rr.com Septic Install for Maplewood Apartments — Manor Drive 13 Apr 2013 Af'k s o 2013 John O'Brien —Town of Queensbury Building Department 742 Bay Road Queensbury NY 12804 Re: Septic Installation for Unit 10 —Apartments C & D —6 Manor Drive John, At the above referenced project location I observed the installation of the sewage disposal system including the septic tank, distribution box and tile field laterals prior to back fill. All items appear to be installed in accordance with the construction documents and are acceptable to this office. If there are any additional questions please call to discuss. Regards, Ethan Peter Hall Architect - . 1':Ivan Bell Septic(IBS)1Maplewood ApartmentsCetler 12 Apr 2013.doc 1 Septic Inspection Report Office No. (518) 761-8256 Date Inspection requei -Jived Queensbury Building &Code Enforcement Arrive:` am or / D-:.rt: amtpm ) 742 Bay Rd., Queensbury, NYr 12804' Inspectors Initials: NAME: Y�Eu c i0 ,�vC Q- 4f IPE: ITNO.: ���j- 1C� k LOCATION: (0 t--1PryOc R D SPECT ON: l—i •— I --13 RECHECK: ( LDC› \ 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. 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 Distribution Box to Field/ Pit Opening Sealed: _Y_N 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. AS Bill LT Foundation to absorption ft. Sesaration of Pits ft. -onforms as'er Plo • - - Y N ngineer Repo -•- uilt Y N ■�- _' enance -ct _Y_ N provided Location of System on Property: Front ear Left Side Right Side Middle Front Middle Rear S stem Use S us: Approved Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved L:\Pam Whiting\2010\Building Codes Forms\Inspection Forms\Septic Inspection Report03 29 10.doc RUCINSKI HALL ARCHITECTURE PJ � Ronald Richard Rucinski �J� Ethan Peter Hall `\5� 627 Maple Avenue �Jgrzi-G� Saratoga Springs NY 12866 Voice 518 580 1905 Fax 518 584 5012 Email ephall@nycap.rr.com Transmittal To: John O'Brien —Town of Queensbury APR 1 ZU13 From: Ethan Hall Date: 10 April, 2013 Re: Maplewood Apartments — Septic Replacement Attached please find a sealed and signed copy of the septic replacement plan per your request for the above referenced project. If there are any additional questions please let me know. 4� 3j l Y:\lvan Bell Septic(IBSMtaplewood Apartments Transmittal 10 Apr 2013.doc 1 I ,.I ii 11 I I SEWAGE DISPOSAL SYSTEM NOTES THERE SHALL BE NO CHANGE ON THESE PLANS IN ADVANCE OF OR DURING CONSTRUCTION, WITHOUT PRIOR APPROVAL OF THE DESIGN PROFESSIONAL OR THE TOWN BUILDING INSPECTOR. DESIGN, CONSTRUCTION, MATERIAL STANDARDS AND INSPECTION REQUIREMENTS SHALL. COMPLY WITH THE LATESTEDITION(S) OF THE NEW YORK STATE DEPARTMENT OF HEALTH WASTEWATER TREATMENT STANDARDS - INDIVIDUAL HOUSEHOLD SYSTEMS APPENDIX 75-A. SEPTIC TANK TO BE SET ON A LAYER OF COMPACTED PEA STONE OR WASHED GRAVEL. SEPTIC TANK TO HAVE SCH 40 PVC "T" AT INLET AND OUTLET. - INLET 12" BELOW FLOW LINE, 6" ABOVE FLOW LINE - OUTLET 14" BELOW FLOW LINE, 6" ABOVE FLOW UNE 3" AIR SPACE ABOVE "T" TO TOP OF TANK NO ROOF, FOOTING, FLOOR, COOLING WATER, BACKWASH DRAINS, ETC., SHALL BE CONNECTED TO THE SEWAGE SYSTEM. NO SUMP PUMP, CONDENSATE, WATER SOFTENER, SPAS, OR HOT TUBS SHALL BE DRAINED INTO THE SYSTEM. THERE SHALL BE NO CONSTRUCTION OF SEPTIC SYSTEMS WITHIN 100' OF A CLASSIFIED BODY OF WATER. HOUSE TO SEPTIC TANK: 4"0 PVC SCHEDULE 40 WITH TIGHT JOINTS, MINIMUM SLOPE 1/4" PER FOOT. SEPTIC TANK TO DISTRIBUTION BOX: eo PVC SDR 26 WITH TIGHT JOINTS, MINIMUM PITCH 1/8" PER FOOT. SANITARY DISPOSAL FIELD: eO PERFORATED PLASTIC PIPE MAXIMUM SLOPE 1/16" PER FOOT, CAP ALL ENDS. LANDS N/F OFI HELEN SLEIGHT 237/125 MANOR DRIVE S65°02740"E Lu LO co in 00 �€ z THE BEST DESIGNED AND INSTALLED SEPTIC SYSTEM WILL EVENTUALLY FAIL TO FUNCTION PROPERLY `141THOUT PERIODIC MAINTENANCE. INADEQUATE SEPTIC TANK. MAINTENANCE CAN RESULT IN CLOGGING OF THE TANK AND SEWAGE BACKUP INTO THE HOME AND/OR SEWAGE OVERFLOW ONTO THE GROUND SURFACE. FAILURE TO PERIODICALLY CLEAN A SEPTIC TANK COMMONLY RESULTS IN CLOGGING OF SOIL SURROUNDING THE ABSORPTION FILED BY OVERFLOWING SOLIDS NOT REMOVED BY THE SEPTIC TANK, THIS DESIGN IS INTENDED TO PROVIDE SUBSURFACE SEWAGE DISPOSAL ONLY FOR THE LOT IT IS SHOWN ON, NO ADDITIONS INVOL14ING LIVING OR SLEEPING AREAS MAY BE ADDED TO THIS BUILDING VBTHOUT THE APPROVAL OF THE BOARD OF HEALTH, TOWN OF QUEENSBURY AND REDESIGN OF THE SUBSURFACE DISPOSAL SYSTEM. THE SEAL AND SIGNATURE ON THIS PLAN SPECIFICALLY EXCLUDES CERTIFICATION- FOR FUNRE EXPANSION OR REPLACEMENT. DWELLING IS TO HAVE WATER SAVING FIXTURES, INCLUDING BUT NO LIMITED T0: LESS THAN 2 GPM SHOWER HEADS, LOW WATER USE TOILETS, SINK FLOW RESTRICTORS. OBSERVE WATER CONSERVATION PRACTICES. SEPTIC TANK SHALL BE INSPECTED ANNUALLY TO DETERMINE SCUM AND SLUDGE ACCUMULATION BY THE HOMEOWNER OR A QUALIFIED SEWAGE HAULER. THE AMOUNT OF BUILD-UP NOTED AT EACH INSPECTION SHOULD BE RECORDED AND MAINTAINED BY THE HOMEOWNER. THE TANK SHALL BE PUMPED WHENEVER THE BOTTOM OF THE SCUM LAYER IS WITHIN 3" OF THE BOTTOM OF THE OUTLET BAFFLE OR SANITARY "T". THE PUMP -OUT CLEARANCES ALSO APPLY TO ANY CHAMBER IN MULTI -COMPARTMENT TANKS OR TO TANKS IN SERIES. MOST TANKS SHOULD BE PUMPED OUT EVERY TWO TO THREE YEARS. N24049'40"E 18,47' FENCE AND ASPHALT ENCROACHMENT \ S65005'20"E /F 295.11' . 'GARAGE 0 (33 PARKING 5PACE5) 1 \ "PHA T SURFACE CU I 0 m BUILDING #17 I I BUILDING #15 I� I BUILDING #131 S65010'20"E 74,56' I I HJ I _l1 H I I Ike, 1_ I� � 500.13' LI 100.05 �p N65006'12 N65012'51"W TIAN 0 R 1`� vr 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 HOT 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' LANDS N/F OF NCR OF QUEENSBURY 879/306 S60 5010'20"E 124.09' �I ri R 04 Co 04 GA eK !:F 0 CB ASPHALT 5URFACE CES BUILDIG #11 I BUILDING #9 0 LO (n r j LANDS N/F OF MOUNTAINVIEW COMMONS, L.L.C. in FAS OVE EXISTING SEWAGE DISPOSAL COMPONENTS 1293/25 o NECESSARY TO INSTALL NEW SEWAGE DISPOSAL/I w FIELD 0 ° O r1l an 11®11®11®II®11®II®II ®Ilsll®11®11®ILII®Ilaii ®1111 �1 ®Ilgli®11 ®Ila} I z _ - , 1009 f 287.09' =NIP1 e 1 _ I 1 s 1 _ 1 1 _ 1 1 I I ; 1 SEPTIC— i BUILDING #10 I g EXISTING TANK TO I 1 BE INSPECTED AND 1 - REPLACED AS = o i DETERMINED BY 1 i S INSTALLER = 1 1 1 Z I 1 NEW D -BOX _ 1 EXISTING SIDEWALK I 1 F11 ill ill IliIli ill REMOVE AND REPAIR 1 III III III III III AS NECESSARY 1 1 REPLACEMENT—'- Ili Ili III Ili iIill ill 1 TILE FIELD II III Iii iIli 1 (6 LATERALS / III I Ill Ill III 111 1 - \� �/�\ _I .0,40'-0-") II11 LIJ. JII. 4;.1 III III 'A _a it II II li II II O Ill Ill III 111 III Ill 1 = e / III 111 111 III III III 10 - 1 Ill III 111 It Ill l n 1111 Ili III 111 III III 2" MAX. --_. .III Iil 111 Ill ill II1 1 1 III. III III III III IIII 1111 II I III Ill Ill Ill III III III III Ill III Ill I I I III PIP III Ill III III 1 III Ill IILIJI III III 111 _ L'JI LIJ LIJ L11 LIJ 1 ! ENLARGED SITE PLAN �1llsli®Ilr�ll ail®II®11®II®II®II®II®11®II®11®II®II>mll®II �l+.a 11®II ®Ilrll� INLET 12" MIN, ALL S GRAVEL DISTRIBUTION BOX N.T.S. CONCRETE'OR STONE MARKER ABOVE ALL BURIED COVERS RECOMMENDED. OVER RES #1 DISTRIBUTION BOX �BY FORT MILLER OR EQUAL -ALL OUTLET INVERTS TO BE SET AT EXACTLY THE SAME ELEVATION. (USE OF SPEED LEVELERS REQUIRED) OVERFILL TO ALLOW FOR SETTLEMENT 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. i ALL BARE -EARTH AREAS SHALL BE SEEDED AND MULCHED AS SOON ASIS REASON- ABLY POSSIBLE TO PREVENT EROSION, AND EVERY BARE -EARTH AREA SHALL BE SEEDED AND MULCHED BY OCTOBER 1ST. TEMPORARY RAPIDLY GRONIING COVER CROPS, SUCH AS RYE GRASS AND MILLET MAY BE USED FOR TEMPORARY SURFACE i SMALL BENCHES AND TEMPORARY INTERCEPTOR DITCHES, INCORPORATING SEDIMENT TRAPS, SHALL BE CONSTRUCTED WHERE 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 UNL'NED 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. ALL EROSION CONTROL MEASUREMENTS TO CONFORM TO NEW YORK STATE GUIDELINES FOR URBAN EROSION &SEDIMENT CONTROL FINAL GRADING SHALL BE DONE TO ACCOMPLISH POSITIVE DRAINAGE AWAY FROM BUILDING AT 6" IN 16 MINIMUM SLOPE. m S65°09'27"E 379.50' g` 170.07' , 77, _.z.F= . GARr'bc C I` rB \\ A5PAHTCa� PT A5L'CE ` A5PHALT SURFACE (5 PARKJNG 5YACE5) Q O (8 PA NG 5PACL5) so � \ O GENERAL NOTES PLAN = INFORMATION SHOWN ON THIS DRAWING IS TAKEN FROM 1"=50'-0" IPF A SURVEY DRAWING PREPARED BY VAN DUSEN AND STEVES _ N60°34'24"W, F �eQ� 160.85' o - �I m LEGEND i of LANDS N/F OF �QF N60°36' 15^W yQ� CO QUEENSBURY CHURCH - - — - - PROPERTY LINE I N I co OF C_H_RIST w ------------------- PROPERTY LINE SETBACKS LANDS N/F OF DESANTIS ENTERPRISES, INC. LANDS N/F OF P.O. a. - FARceL 2 , I _E —E E UNDERGROUND ELECTRIC SERVICE 472/486 VIRGINIA SLEIGHT LANDS N/ of 672/616 CRYSTAL D. 13UTLE LANDS N F'OF — —Ss — ss — SANITARY SEWER KEVIN ORDWAY DAVID & KELLY No. DESCRIPTION DATE o —w —w —w — WATER SERVICE n REVISIONS a w -E/P EDGE OF PAVEMENT -s a ro rn o rpt u W o c Q SEPTIC SYSTEM DESIGN _¢ DESIGN FLOW - EXISTING (2) 2 BEDROOM HOUSE WITH STANDARD v z FIXTURES AT 130 gpd PER BEDROOM = 520 gpdLij o a z o_ ABSORPTION FIELD - 1 to 5 MIN. PERC. RATE - APPLICATION RATE a z 1.0 gal/day/sq. ft. - 520 gpd DIVIDED BY 1.2 gal/day/sq. ft. _ X o 433 sq. ft. OF TRENCH REQ'D. AT 2' WIDTH PER LATERAL. USE 6 LATERALS %� =00 71 AT 40' = 480 sq. ft. OF APPLICATION AREA. o ¢ C) w °o Q 3z � to N 00 U w U K 0 C O L w p 2 y P. O. a. - PARCEL 1 z i o ri o U w ix l U w a �Ln 0 ° m 1=�� go_zr n �ryy D= we 00 cc) c� I„ U) U) - L L Q p_ LQ � @LJ G. > Z ¢� IPF ZU N �EL NIn CON O Q ¢ Z NCH ao In Ln LN r o o ¢ 4 of w (0 0 > W W QUEENSBURY UNION FREE SCHOOL DISTRICT CID -r o N I LW528. BUILDING #3 BUILDING #1BUILDING #7 27' N65°06'28"W \ (PUBLIC HIGHWAY)-LL--11vLL-+L'®"�"®"®""""� S65°08'42"E \ a y S65008'41 "E Y ' 23.23' ca 399.52 1 I � 1 UNITS C& D I 1 1 I I BUILDING #6 BUILDING #8 BUILDING #12 - - BUILDING #10 1 I DO Ea -' i -:;llI- I I ASPHALT SURFGCE colic. i ASFIIALT 51.RPAGE 1 t III III II 'll 1 UUPAkfING„PACF5) .e5 (8 PAA.YJPIG 5PACE5) _ III 14 ill III dl III _ CS © z� 61'� III III 'll 'll III Ill - 0 '(\ 119 ill It ill III 1 /SQ 3 - Ill . 01 Pi ill PI PI 01 1 /�co I4 -DI -PI ilt-ill II = i 1 0I i9 19 19 ill caxAceorP,ce GARAGe ' I uuuuu 1 .I i �� C N65008'44"W - z x U)11 1 0 1? o V; }m�vll vllvllvll �Ilvli vilvll mf ❑CUt�' _ 1 \N ! o REFER TO ENLARGED 2 �- PLAN ON THIS PAGE T N� 9 n m I SITE PLAN 149.29' 1"=50'-0" IPF 101.33' _ N60°34'24"W, F �eQ� 160.85' o - �I N60°31'58"W i of LANDS N/F OF �QF N60°36' 15^W yQ� CO QUEENSBURY CHURCH I N I co OF C_H_RIST 882/175 LANDS N/F OF DESANTIS ENTERPRISES, INC. LANDS N/F OF P.O. a. - FARceL 2 , I 472/486 VIRGINIA SLEIGHT LANDS N/ of 672/616 CRYSTAL D. 13UTLE LANDS N F'OF KEVIN ORDWAY DAVID & KELLY E ►� a 2� N MAXIMUM SEASONAL HIGH GROUNDWATER ELEVATION STANDARD ABSORPTION TRENCH _:SECTION N.T.S. 1112/1 3 EDWARDS 1091/110 15% MAXIMUM CROSS SLOPE ON SLOPED SITES P wry 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. TION ROAD UNTREATED BUILDING PAPER, OR GEOTEXTILE. 18" MAX. -I I LL, I If..111—_-I 4" PERFORATED LATERALIIIII= LABELED AS FULLY MEETING 2" MAX. �0 po 6' MIN. ASTM STANDARDS.FOR USE IN OoS SLOPE I 00 IT SEPTIC SYSTEMS.12 p I , 3/4" TO 1 1/2"oa0o� o I o oc 4 WASHED CRUSHED STONE 6" `U7 PERFORATED PVC LATERAL, (MAXIMUM DEPTH OF CRUSHED i— SLOPE 1/16"-1/32" PER iFF. tk I t STONE SHALL NOT EXCEED 30") (THERE SHALL BE NO SUBSTITUTION OF TRENCH NOTES: 1.r; WITH LEACHING CHAMBERS" UNLESS 1 END OF ALL DISTRIBUTOR PIPES MUST BE ,y APPROVED BY NYS DOH ( - PLUGGED UNLESS INTERCONNECTED. h } AFI( 2013 IIa 2. ALL LATERALS TO BE OF EQUAL LENGTH.l ? I STANDARD ABSORPTION TRENCH PROFILE „r'I N.T.S. CAD FILE NAME ACAD\IBS\MAPLE\SEPTIC SCALE AS NOTED DRAWN BY DRAWING TITLE PROPOSED SITE PLAN AND SEPTIC DETAILS DRAWING No. C-1 I Oa') Septic Inspection Report Office No. (518) 761-8256 Date Inspection ri ed: Queensbury Building &Code Enforcement Arrive: ,�1 � .epart: 1 %1 a • 742 Bay Rd., Queensbury, NY 12804 Inspector's Initi• - r NAME. L _ � '3'MITNO.: t 3' /®6/ LOCATION:— (`!� ; �� SPECT ON: 3 -- L3 RECHECK: Comments and/or diagram Soil Typ=• S.•.= oam/ Clay Type of Water a - Water o ' c� 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 2.1-!D ft. Length of each trench (e,(,j-Ic> ft. C,AA 9_c i 1_0 Depth of trenches y -. .._ ft. Size of Stone Seepage Pits: Number Size: x Stone Size: Piping Size Type Building to tank Fx r�T�{� ti' N y p Tank to Distribution Box It Distribution Box to Field/ Pit Q �{� � Ta �� IREQ Opening Sealed: / N End Cap ?— N C 4JTE-- ) Inlet/Outlet Pipes &Baffles Y Manholes 12"or less below grade _Yf/N [provide extension collar if Yes] yfr N Location/ Separations Foundation to tank 1; ft. Foundation to absorption j7_-ft. Separation of Pits ft. Conforms as per Plot Plan Y�✓N Engineer Report and As-Built YV � �C`�iT 1 y ETU Maintenance Contract _Y_ N provided !�TR-�� � (� -Qj‘)1 L� Location of System on Property: Front Rear/ eft Side Right Side Middle Front Middle Rear S stem Use S -tu-. Approved Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved L:\Pam Whiting\2010\Building Codes Forms\Inspection Forms\Septic Inspection Report 03 29 10.doc