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2007-573 TOWN OF QUIEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 (zt Community Development- Building &Codes (518) 761-8256 CERTIFICATE (DYr' COMPLIANCE Permit Number. P20070573 Date Issued: Wednesday, January 09, 2008 This is to certify that work requested to be done as shown by Permit Number P20070573 has been completed. Tax Map Number. 523400-279-013-0001-017-000-0000 Location: 48 DREAM LAKE Rd Owner. ANDREW & JANICE HOLDING Applicant: ANDREW & JANICE HOLDING This structure maybe occupied as a: Septic Alteration Residential By Order of Town Boat TOWN OF QUEENSBURY 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 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20070573 Application Number. A20070573 Tax Map No: 523400-279-013-0001-017-000-0000 Permission is hereby granted to: ANDREW&JANICE HOLDING For property located at: 48 DREAM LAKE 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: ANDREW&JANICE HOLDING Septic Alteration Residential 17 BUCKLEY Mnr RYE,NY 10580-0000 Total value Contractor or Builders Name/Address Electrical Inspection Agency Plans &Specifications 2007-573 septic alteration residential for future construction $25.00 PERMIT FEE PAID- THIS PERMIT EXPIRES: Saturday, September 06,2008 (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 ToXaQf Queensbury; Thursday, September 06, 2007 SIGNED BY for the Town of Queensbury Director of B din Enforcement pE E ................ OFFICE USE ONLY / �J 7 ; �jFP 0 5 2007 TAX MAP NO. PERMIT N0. G°' 7 PERMIT FE 1 ; 0 ' TOW OF QUEENSBURY 01 APPROVALS: ZONING TOWN CLERK B�1I DING& CODES APPLICATION FOR SEPTIC DISPOSAL SYSTEM PERMITf A PERMIT MUST BE OBTAINED BEFORE WORK BEGINS.APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT. OWNER: Tl` �. I'1"C�L-T=�/1�Ca INSTALLER:. a IO L�CN4'� ADDRESS: ! P '7v7t'l Lt9rKr � ADDRESS: / U PHONE NOS. -79 J 2-7 ' PHONE NOS. -7 f -S — I Z7 l LOCATION OF INSTALLATION: 48, tDf2—c71� ...................................................... 1................r............................................NO.r0 .................... ; ................F........ F .................................................................... RESIDENCEINFORMATION- YEAR BUILT :• X COMPUTATION= _ 1 TOTAL DAILY FLOW i F BEDROOMS F F.......uu...«...............um....m..... ..•.........................uu....«................'......... ••• t i ;. .........................................................................„....................................................................... i GARBAGE GRINDER tdi 1980 or older i «..............#..«X....I. 150 al.on e..bedroom = i......................................................................... INST g p ALLED?N . . ............................ ............ ............ 1981 -1991 X 130 gallon per bedroom ? = F j i«.............................I............... ,.......................... ............................. ......a...........1 SPA OR HOT TUB /,, _1992 present X 110 gallon per bedroom '� INSTALLED? Ab _ .......m.........«...................«. J..........,...................................F...........i............................................,............................A...................................................................................... I PARCEL INFORMATION: ✓ TOPOGRAPHY: FLAT ROLLING X STEEP SLOPE %SLOPE ✓ SOIL NATURE: SAND--X— LOAM CLAY OTHER ✓ GROUNDWATER: AT WHAT DEPTH? 33 BEDROMIM PERVIOUS MATERIAL: AT WHAT DEPTH? .1Sc VVk0T1L1WG) — ✓ DOMESTIC WATER SUPLY: MUNICIPAL WELL X 0 (IF WELL:WATER SUPPLY FROM ANY SEPTIC-SYSTEM ABSORPTION IS- 10,5' FT. ) ✓ PERCOLATION TEST: RATE IS 2 . Z S PER MIINUTE PER INCH (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 installed in a Planning Board approved subdivision). Add 250 gallons to the size of the septic tank and leach field for each garbage grinder, spa or whirlpool tub. ✓ SEPTIC TANK: 1$ GALLON (MIN. SIZE IS 1,000 GAL.) TILE FIELD: EACH TRENCH FT. ✓ TOTAL SYSTEM LENGTH: FT. SEEPAGE PIT(S): HOW MANY? ✓ SIZE OF EACH FT. X FT. ✓ SIZE OF STONE TO BE USED: # /DEPTH OR THICKNESS FT. ✓ BED SYSTEM SIZE: X qb ✓ ALTERNATIVE SYSTEM: LENGTH AND/OR SIZE ✓ HOLDING TANK SYSTEM:(If required) NO. OF TANKS: /SIZE OF EACH ✓ GALLONS./TOTAL CAPACITY., GAL. ..........:.....:...:.............:.:.....:.....:...:.......................:.:...........:.............:.:.:.:.:.:.:.:.:...:.:.:.:.:.........:.:...:.:.:....... ....:.:.. : :: :.: NOTE: ALARM SYSTEM AND ASSOCIATED ELECTRICAL WORK MUST BE INSPECTED BY A TOWN it APPROVED ELECTRICAL INSPECTION AGENCY. PLEASE REVIEW LIST PROVIDED. ' .............F.,,,.,:.,:.::....,.,:,,..::... 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 these and all requirements of the Town of QUESTIONS? CALL 761.8256 OR EMAIL Queensbury Sanitary Sewage Disposal Ordinance. codes 0 aueens bury.net j VISIT OUR WEBSITE FOR MORE INFORMATION GL ��p7s�e 26b`7 www.aueensbury.net Signature of Person Respbjislble Date tf" Town of Queensbury - Community Development Office - 742 Bay Road, Queensbury, NY 12804 Office No. (518) 761-8256 Date Ins ion r est r c iv Queensbury Building &Code Enforcement Arrive: a /p part: am/pm 742 Bay Rd., Queensbury,, NY 12804 Inspector's Initials NAME: Act '\ �T ��_ PE NO.: LOCATION: I SECT ON: j Z-Jn- RECHECK: 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 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 Ca Y N Inlet/Outlet Pipes&Baffles Y N Location Separations Foundation to tank ft. Foundation to absorption ft. Separation of Pits ft. Conforms as per Plot Plan N Engineer Report and As-Built Y N Location of System on Property: Front Rea Left Side Right Side Middle Front Middle Rear Us 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 169 Haviland Road Queensbury, NY 12804 Hutchins Engineering Phone: (518)745-0307 9 g Fax: (518)745-0308 December 3, 2007 Town of Queensbury Buildings Department 742 Bay Road Queensbury, NY 12804 Reference: 48 Dream Lake Road, Holding Residence Wastewater System Installation I have inspected the installation of the replacement wastewater system at the referenced property. The system includes a new 1,500 gallon precast concrete septic tank and a 15' x 40' absorption bed. To the best of my knowledge, the system is installed in general conformance with the design drawings. Attached is a record drawing. Should you have any questions, please contact this office. Regards, G. Thomas Hutchins, P.E. Cc. Andrew Holding w/drawing G.Thomas Hutchins, P.E. Septic Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/prn Depa am/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: &t -13 NAME: AO 1K)ko PERMIT NO.: 0 � LO INSPECT ON: HECK: 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: Well Casing Length 50' + - Y N N/A 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 / �_,v ��r�+5t'•v Building to tank V l Tank to Distribution Box t� Distribution Box to Field Pit v :—f ` C Opening Sealed: Y N End Cap _Y N Inlet/Outlet Pipes&Baffles _Y_ N l Location/ Separations Foundation to tank ft. Foundation to absorption ft. _ Separation of Pits ft. Conforms as per Plot Plan JV Y_N Engineer Report and As-Built _Y_N /� r Location of System on Property: Front Rear' Left Side Right Side Middle Front Middle Rear 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 Septic Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/pm rt: -Z-2 1�—`am/pm 742 Bay Rd., Queensbury, NJ 12804 Inspector's Initials: IL NAME' 1 PERMIT NO.: TION: INSPECT ON: RECH K: 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• Absorption Field: Total lengthft. ' Length of each trench ft. Depth of trenches ft. Size of Stone ` Seepage Pits: Number Size: x Stone Size: Piplm Size Type Building to tank Tank to Distribution Box Distribution Box W Fieldj Pit Opening Sealed: Y N Partial v _G. End Cap J Inlet/Outlet Pipes&Baffles Y N ��� Location Separations Foundation to tank ft• i- �Foundation to to absorption ft. Se ration of Pits ft. Conforms as per Plot Plan Y N Engineer Report and As-Built Location of System on Property'. Front Rear Left Side Right Side Middle Front Middle Rear pproved Partial Approved a needs to be re-inspected, please call the Building &Codes Office Disapproved Last revised 021006 Last revised 1/6/05 Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart:12' "am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: �3- NAME: PERMIT#: LOCATION: INSPECT ON: t TYPE OF STRUCTURE: Comments Y N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Un PVC/Ca per Foundat Insulati Inte o /Exterior R- Rough Grad`6-6-ffi-cli drop within 10 ft. L:\Building&Codes Forms\Building&Codes\lnspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM 2- Septic Inspection Report Office No. (518) 761-8256 Date Ins rNSPECrON: Queensbury Building&Code Enforcement Arrive: o �Ip� 742 Bay Rd., Queensbury, NY 12804 Inspector's Init NAME: LOCATION: RECHECK: Comments and/or diagram Soil T n Cla -Typeof Weter�. Rciol/ ell Wa Waterline se ration distan ft. Well separation distance -�-�-f ft. l5bt T'v Other wells: ft. -Absorption Field: TbUl length -Length of each trench ft. De th of trenches 2- ft. Size of Stone-Seepage Pits: Number Size: x Stone Size: Piping Size Type Buildingto tank ��, 5� \AZ L7-V\31Z%e _7> 6i \ Tank to Distribution Box % cal Ft,v '1i>%D%L7tV cz, Distribution Box to Field P" �IA Opening Sealed: Y End Ca Inlet/Outlet Pipes&Baffles Y N Location/ Separations Foundation to tank Foundation to absor do ft. F��� Separation of Pits ft• �� =�C �--- Conforms as per Plot Plan En ineer Re rt and, Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear m Approved Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved Last revised 021006 Last revised 1/6/05 POLYETHYLENE EXTENSION TO APPRXG E WITH TAMPER SITE SOILS DATA FINISH I MA RADE RESTE ISTANT TAN ACC SS COVER ` TEST PiTS r ROPOSED 4" SCH-40 HOUSE SEWER, TP-1 - 6/14/07 BY TOM HUTCHINS _ L 1/4" PER FT. MIN. SLOPE. INSTALL EL 92.5't 2'WIDE BY 2"THK. POLYSTYRENE 12" MIN. COVER INSULATION DIRECTLY ABOVE PIPE AT BRUSH & WOODED AREA RECENTLY CLEARED PRECAST CONCRETE r n•F u, �.t. �} r DIREVE CROSSING 12" MIN, COVER 0-8" TOPSOIL d_ LAKF 4" PVC SCH. 40 " d`a DISTRIBUTION BOX 4 8-30" LIGHT BROWN FiNE SAND WITH FEW BOULDERS 2 M(N. INLET 4" PVC SCH-40 30-56" GRAYISH BROWN GRAVELLY TILL, FEW BOULDERS, FIRM " e LIQUID LEVEL OUTLET J �,d ROOTS TO 34 MN. SLOPE 1/4" PER FOOT MIN. SLOPE BAFFLE DRY ENTIRE DEPTH „ =a f r 1 8 PER FOOT SLIGHT MOTTLING AT 33" 16" 18"MiN. USE SPEED LEVELERS TO - 0' FRONT S I !.R F _ WATERTIGHT--� ASSURE ALL OUTLETS ARE AT - _ " SLEEVE AND SEAL z � EXISTING HOUSE � � BLDG SE'7`g CK '� -- BOUNDARY CONDITION (PRESUMEND S.H.G.T.) AT 33 FF EL.=100.00' J: € EXACTLY THE SAME ELEVATON f sir -J } BOUNDARY CONDITION ELEVATION ELEVATION 89.75' (NP') w ? x ®� , PRECAPROPST CONCRETE SED 1,500 L MINIMUM BOTTOM OF BED ELEVATION 91.75' 4" PVC SCH-40 SOLID HEADER FUTURE ADDITION IN a TO PERFORATED ABSORPTION , SEPTIC TANK 1500 GAL PRECAST Q BED PIPING 1 8" PER FOOT MIN WASTEWATER DESIGN �; r � fl "� , / yr CONCRETE SEPTIC TANK SLOPE �J BASISR e rE ,\ " PERCOLATION TEST 4 SCH-40 EFFLUENT � m SEWER, 1/8" PER FT. PT-1 - 6 14 07 BY TOM HUTCHINS — PROPOSED; GARAGE WITH m �,Il. / / MINIMUM 2X WIDTH PLAY ROOM AND BATH ` S� C�.�. Co >c-osse ' (1%) SLOPE STABILIZED PERCOLATION RATE: 2 MIN, 25 SEC PER INCH MAXIMUM 4X WIDTH ABOVE r_,E o 4 , , d DISTRIBUTION BOX 0 1 9x 1 j 33° ° E SEPTIC TANK NOTES J' 1.r;..�. in G ��—1 i WASTEWATER SYSTEM DESIGN ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK STATE 1.I'F. !d"befr�w grace S '' DEPARTMENT OF HEALTH AND SHALL BE OF PRECAST CONCRETE AS 700, r l�� 1792� j 15'x40' ABSORPTION BED MANUFACTURED BY FORT MILLER OR EQUIVALENT. & C.M. j SEE DETAILS DESIGN FOR EXISTNG 2 BEDROOM PLUS FUTURE 3 BEDROOM ADDITON eiSE 'q K `-; s SE 7�gq K L,.,J -1 I 5 BEDROOM RESIDENCE ALL STRUCTURES SHALL BE PLACED ON FiRM COMPACT SAND OR GRAVEL BASE. WHERE EXISTING SOIL CONDITIONS ARE UNSUITABLE, CRUSHED STONE SHALL BE 1 �V_ a f '=2 PLACED AS NECESSARY TO ACHIEVE A STABLE BASE. ���'�`� j WATER SAVING FIXTURES (1.6 GPF MAX. FLUSH, 3.0 GPM MAX. FAUCETS) -- -J.P Fin DESIGN FLOW - 110 GPD BEDROOM 1 I ` �- / SEPTIC TANKS INSTALLED 1N TRAFFIC AREAS SHALL BE OF EXTRA HEAVY (-A , SYSTEM DESIGN FLOW - 550 GPD CONSTRUCTION DESIGNED FOR H-20 WHEEL LOADING. '? } SEP77C TANK - 1500 GAL PRECAST CONCRETE J LEACH FIELD - ABSORPTON BED ALL JOINTS MUST BE SEALED. DESIGN PERCOLA77ON RATE = 1-5 MiN/INCH f �P�LSF ABSORPTION BED AREA REQUIRED SEPTIC TANK & DISTRIBUTION BOX DETAIL ti �. USE 15x40 BED, ACTUAL AREA = 600 SF NTS POTABLE WATER SUPPLY TO BE EXISTING ON-SITE WELL MIN. WELL SEPARA77ON FROM SEPTIC TANK=50' MIN. WELL SEPARATION FROM LEACH FIELD=100' 4" TOPSOIL COVER ABOVE TOP 4" PVC PERFORATED LATERAL r L FILTER FABRIC € � OF STONE BED; SEED & INSTALLED LEVEL, IN BED t ESTABLISH TURF CONFIGURATION WiTH �MiRAFI 140N OR EQUAL MANIFOLDED ENDS 5' TYP 2.5' TO EDG ' I SYSTEM INSTALLATION NOTES " �► 6-12 COVER PIPE SPACING OF BED Y Z) T CONSTRUCTION SHALL BE AS SHOWN ON THiS DRAWING AND IN ACCORDANCE WITH THE N.Y.S. DEPARTMENT OF HEALTH INDIVIDUAL V r t HOUSEHOLD SYSTEMS AND AS7M F481 INSTALLATION OF - , THERMQPL I ,—! �r ��> ,-.- z - r . ,_c .� ----rr-- AS77C PIPE AND CORRUGATED TUBING IN SEPTIC TANK LEACH ---- - j -- , ;- -� -, _ ,=-'=:s ,= ,-�__�-:� : > , _f 1 1 FIELDS - --{_I Ia F_.r r �� „< ma's �'`- �� %r{ `- 15" TOTALS^ -�-' = AI-- '� '` -STONE DEPTH -- :- -- _ �_ -� - -- . p AFTER EXCAVATION OF 2' WIDE TRENCH TO THE DEPTHS REQUIRED, 1_I ,; - —_ __ : ,_ _ _ a t Y 9 STONE i I, , I-`, ,_-I { : ,�1 ! €-`� : _; ! _ = {_' !-1 ' A THE WALLS AND FLOOR OF EACH TRENCH SHALL BE CLEANED AND I- -BELOW PIPET ,I I i I ii }RAKED iN ORDER TO LOOSEN SMEARED SECTIONS OF 7REtv'�,H. --.PLACEMENT OF CRUSHED STONE, WIDTH PERFORATED PIPE AND FILTER —i'` '—{ -- --V�l — l ' 1 , — ' i -- — ; '_ _ ,�i�7FABRIC SHALL BE AS SHOWN, AND CARE SHALL BE EXERCISED TO — I--, I I-i, I,E ( I �! 1-111-__ --�I�—III—I , , : I j _, , ; I ; i ! 1 ;—I I i ? I I t II I ' ! - III=1 1 -iAV I IN II - I= = _ {{T ll= INIMUM —!0 D CLUSION OF FINE GRAINED SOILS AND WASTE MATERIAL IN THE i -M �_ I i II -1 ► s )__-! , STONE AND PIPE I—I I {-I ..—, , ; !„. , ___-: ; I-_I ! I� 1=I ! I=i I I --; I iSEPARATION I— ,__--. -- 1 �L � A�r,, -1�z CLEAN_ _ ► I _ ! I= I ICI I I - I ; I ! I=t { ►, ! }=I ! i=III=_ 11- - i _ _ CRUSHED STONE -- I — ,—, , i I- THE PIPE SHOULD BE LAID AT THE GRADES INDICATED, MAINTAINING I I _ I ! Ql1�DA�iL CQ-L�tDiTiON EL. 89 SEE{ I 1-- ' __! — ! I —; -I I-I--I _ - -- - —► ! I-1 I-1 —� I I �-{ ! ,—I i - j i-I--I STRAIGHT CONTINUOUS GRADES WITHOUT SAGS, HUMPS, SEPARATED — i_{ _ _ y, } _- !— — —; i ; -I 1 —� I-- �_� I '• i {—' 1=, TEST PIT LOG I € I JOINTS, OR OTHER UNSUITABLE CONDITIONS. PIPE SHALL BE LAID Wl7H I i—I!i f I —=i f ._� :. ;ly! , wl i ?( I i ; : �__); HOLES DOWN IN ALL CASES. =1 i I=.-_I I i=,'i I i=; ! i=I I i -- I i_- ! _-! ; i— i i_-I i (---, I { s--I i l_-!�,_�_,—•I ! i ,__ o ` 1Ii==IIi=,II (=, II-..III-1 ; I==j { i ! II _II ! ]` ' I ! III -- �. t ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL AND j— }— 1 -I ` I= = I i=! 1 !_! i= I '= 1 —' '-- ! P ►=R( B�=+LJ= W' -Ni I ! !_ -- -- _ _ _ _ i I__I , , I , I _. , .- -. I l—I I�i I i--- ! ,__I i _I i I I I .—I 1 I—I ! ? i i , { 1 3 1 DIVERT SURFACE RUNOFF AWAY FROM THE DISPOSAL FIELD. _ I ,— —i I ;=i ' I ; ':_! ! — -- ; - —III—! —_^� , =, ! _I ; i—{ ! I-1 I !—III—i I I—I I I_I -- _I I DO NOT USE HEAVY EQUIPMENT WITHIN THE ABSORPTION ARC-:A AFTER s PIPING HAS BEEN INSTALLED. D ° THIS SYSTEM IS DESIGN F DESIGNED OR WATER CONSERVING FIXTURES AND IS p � � �o�� ` NOT DESIGNED TO ACCOMODATE EXTREME WATER USE OR EXTREME ORGANIC LOADING DEVICES SUCH AS JACUZZI TYPE SPAS OR GARBAGE GRINDERS. U V y BUILDING&CODES i� THIS DESIGN IS SUBJECT TO STATE AND LOCAL APPROVALS. f x fy1 .n or beliet 4" PVC SCH 40 EFFLUENT SEWER PiPE FROM SEPTIC TANK 40, es 3,4 iori� Oil ,� I O - rCi.� 1 is .,t L3 � .,,•a?- �' 1 { � 4" PVC PERFORATED € ' . SITE PLAN ' ' sho- _ _ LATERALS, INSTALLED r a 10 a,oa9 <ak NEAR LEVEL IN BED ° SCALE: 1"=40' CONFIGURATION LIMIT OF 15 X40 2.5' _ \v1 ABSORPTION BED 3 DISTRIBUTION .. � - 35.0' j BOX 5.0' ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW. - ------- MAP REFERENCE s f 15.0' _ --- SURVEY INFORMA77ON TAKEN FROM "MAP OF LANDS 2 5' 5.0 2.5' SURVEYED FOR ANDREW HOLDING" DATED DECEMBER i 0 ISSUED FOR APPROVAL T 17 07 22, 2003, PREPARED BY: WAYNE R. RAYMOND, LLS, GLENS FALLS AND WEVERTOWN, NY, NY 0 , N o. B e v i s ion s D a t e r 1 WASTEWATER SYSTEM REPLACEMENT I 2.5' _- prepared for Andrew Holding 48 Dream Lake Road Town of Queensbury, Warren County, New York Drawn: LWD Checked: GTH Sc NOTED Date: 6/1/07 ABSORPTION BED PLAN ale:169 Havllond Road NTS Queensbury, NY 12804 292V�0-0 Hutchins Engineering (518) 745-0307 Phone g g (518) 745-0308 Fox