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2009-111 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development- Building &Codes (518) 761-8256 CERTIFICATE C-NI'VE7 COMPLIIA,NCE Permit Number. P20090111 Date Issued: Monday, January 10, 2011 This is to certify that work requested to be done as shown by Permit Number P20090111 has been completed. Tax Map Number. 523400-309-009-0002-001-000-0000 Location: 200 LUZERNE Rd Owner. HOMESTEAD VILLAGE L P Applicant: HOMESTEAD VILLAGE L P This structure may be occupied as a: Septic Alteration Commercial By Oder of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Compliance DOES NOT relieve the >� property owner of the responsibility for compliance with Site Plan, `,- -"�`` g r 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: P20090111 Application Number. A20090111 Tax Map No: 523400-309-009-0002-001-000-0000 Permission is herebygranted to: HOMESTEAD VILLAGE L P For property located at: 200 LUZERNE 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: HOMESTEAD VILLAGE L P 4294 ROUTE 5 Septic Alteration Commercial CALEDONIA, NY 14423 Total Value Contractor or Builder's Name/Address Electrical Inspection Agency SANITARY SEWER DAN DRELLOS PO BOX 224 GLENS FALLS NY Plans &Specifications 2009-111 18 Windsong Dr- septic alteration commercial $35.00 PERMIT FEE PAID- THIS PERMIT EXPIRES: Tuesday, April 20, 2010 (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 own�0/ Quee u � 44 y,April 20, 2009 SIGNED BYE' for the Town of Queensbury. Director of Building&Code Enforcement __ - _-/----OFFICE USE ONLY_________________________ % _- __- / _ TAX MAP NO. 111 �1 ' PERMIT NO. ��! PERMIT FEE 5 d ; � ' o APPROVALS: ZONING 0 ' TOWN CLERK 0 ' APPLICATION FOR SEPTIC DISPOSAL SYSTEM PERMIT. A PERMIT M T BE OBTAINED BEFORE WORK BEGINS.APPLICATION IS SUBJECT REVIEW BEFORE ISS NCE OF A VALID PERMIT. INSTALLER: OWNER:P r�./1y� l , r, 7xl ADDRESS ✓' 0,2 ex � ADDRESS: C PHONE NOS._ �� "�Y �� PHONE NOS. / 1 LOCATION OF INSTALLATION: Ato P Iq/L/V YEAR BUILT NO.OF X COMPUTATION= RESIDENCE INFORMATION: BEDROOMS = TOTAL DAILY FLOW 1980 or older X 150 gallon per bedroom = GARBAGE GRINDE 1981 -1991 INSTALLED? X 130 gallon per bedroom 1992-present X 110 gallon per bedroom = SPA OR HOT TUB INSTALLED?�v PARCEL INFORMATION: ✓ TOPOGRAPHY: Flat rolling ✓ Steepslo e P %Slope ✓ SOIL NATURE: Sand Loam Clay Other ✓ GROUNDWATER: At what depth? ✓ BEDROCK/IMPERVIOUS MATERIAL: At what depth? ✓ DOMESTIC WATER SUPLY: Municipal Well (If well: Water supply from any septic system absorption is ft.) ✓ PERCOLATION TEST: Rate is per minute 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 en ineer or architect (unless installed in a Planning Board approved subdivision). TANK SIZE: I lV 00 ;fT f-09 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. SYST TYPE: ABSORPTION FIELD (WITH NO. 2 STONE) Total length ft. Each trench 72!t X Z ❑ SEEPAGE PIT(S) (WITH NO. 3 STONE) How many? Size? ❑ ALTERNATIVE SYSTEM Bed or other type? ❑ 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 misreoresentatlnn nr Septic Inspection Report Office No. (518)761-8256 Date Inspection Queensbury Building&Code Enforcement Arrive: 'IL, a p rt: am/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's In ' Is: NAME: PERMIT NO.: - LOCATION:RECHECK: INSPECT ON: �' Comments andjqr diagram Soil Type: Sand/ Loam Clay Type of Water: Municipal Well Water Waterline separation distance ft. Well separation distance Other wells: ft. Well Casing Length 50'+/- Y N N/A 150'to well nuired 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 Ca Y N In) 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 k. Separation of Pits ft. Conforms as per Plot Plan N Engineer Report and As-Built Y N ETU Maintenance Contract Y N provided Location of System on Property: Front R r Left Side Right Side Middle Front Middle Rear em S Approved Partial Approved and needs to be re-inspected, please call the Building&Codes Office Disapproved l:\Pam WhiOng\2010\Bui1ding Codes Forms\Inspecdon Forrns\Sepdc Inspection Report_03 2910.doc �IIIIIIIIIIII� �:= t IIIIIIIIIIII� ENVIRONMENTAL DESIGN PARTNERSHIP,LLP January 7, 2011 Queensbury Building& Code Enforcement 742 Bay Road Queensbury,NY 12804 Via email johno@queensbury.net Attn: John O'Brien Re: Homestead Village Mobile Home Park Lot 18 Windsong Dear John: On April 30, 2009 I inspected the above referenced Homestead Village Mobile Home Park septic installation. The purpose of this visit was to observe the installation of the new septic system designed by EDP dated October 19, 2007. Based on my review of the plans and observation of the installation it is my opinion that the system was installed substantially in compliance with the intent of the design plans. Please contact me should you have any questions regarding this system. Sincerely, James E. Mitchell,P.E. 900 Route 146,Clifton Park,New York 12065 phone(518)371-7621 -fax(518)371-9540 6- Id-- /ON Septic Inspection Report C� Office No. (518) 761-8256 Date In ctio u ec i d: t Queensbury Building &Code Enforcement Arrive: a epart: m 742 Bay Rd., Queensbury NY 12804 Inspector's Ini G / NAME: C d S P M NO.: LOCATION: I CT ON: U RECHECK: / - 44 ZdC � Comments and or di Em Soil Ty San Loam/ Clay Type of Water Well Water Wat lin ation distance `� a ft. Well separation distance ft. Other wells: ft. Well Casing Length 50' + - Y N N/A Absorption Field: Total length 121Z ft. Length of each trench ft. Depth of trenches ft. Size of StoneSeepage Pits: Number Size: x Stone Size: Piping Size Type Building to tank Tank to Distribution Boxy. ! Distribution Box to Field/ Pit VA Opening Sealed: VX. N End Ca N Inlet/Outlet Pipes &Baffles Y N Location/ Separations Foundation to tank 1 ---� Foundation to absorption ft. Separation of Pits Co Plot Plan Y ,Bfgineer Re It Y VN Location of System on Property: `'` Front Rear Left Side igtSf'de Middle Front Middle Rear System Use S s• Approved Partial Approved and ndeds nspe : _urld�g oy de_ �le�e_.call,th B ' i '��C, s Offlee Disapproved Last revised 06/18/07 L:\Building&Codes Forms-OLD\Building&Codes\Inspection Forms\Septic Inspection Report.doc NINON I } INSPEC TION REQUIREMEN TS. . SOIL INFORMATION ' AND,.� ERCQLATION TEST. ENGINEER OF RECORD TO INSPECT TRENCHES PRIOR TO BACKFILLING. JUL Y 2, 200 7 a--•8' MEDIUM PINE SAND "I have -elin or believe saw ycnce of PERCOLA TI GN RATE APPROXIMA TEL Y ONE MINUTE S �p ,� 9 i✓nc�..v�i�°1 etc., �ilso represent that I by t a is .r e S f °th on theram. IG' � -- TE SEPTIC DE. -ION: EXISTING SANITARY STRUCTURES.:5�:1CH AS APPLICA Tl CAN RATE = 1.2 GAL.ISFIDA Y at.;Fif`pn` if�� SEEPAGE DEVICES ARE TO BE CRUSHED Na IN PLACE AND .FILLED WITH NATIVE 3 BEDROOMS AT 100 , GALLONS BE �'TNNINII MATERIAL.. (SEPTIC TANK IS TO. REUSED DROCJM AND NOT BE DESTROYED) = D� GALLONS USE 3 LINES AT 42 FT.. EACH (SPACED 6 FT. ON--CE�1 TER i _CONS TRUC RON „ O TES: EX. UNDERGROUND TELEPHONE SERVICE 1) CONSTRUCTION OF ABSORPTION FACILITIES SHALL NOT OCCUR WHEN THE GROUND IS FROZEN OR T T T- SHED T T T T THE SOIL MOISTURE CON TENT IS HIGH, IF A FRAGMENT OF SOIL FROM APPROXIMA TEL Y NINE INCHES BELOW THE SURFACE CAN EASILY BE ROLLED INTO A RIBBON INSTEAD OF CRUMBLING, THE MOISTURE CONTENT'IS TOO HIGH FOR CONSTRUCTION PURPOSES. OBVIOUSLY SOME SILT OR CLAY MUST BE PRESENT FOR A ..RIBBON TO BE FORMED. EXISTING 1000 GALLON SEPTIC TANK 2) TRENCH LOCATIONS AND DEPTHS SHOULD BE MARKED BY STAKES BEFORE TRENCHES ARE EXCA VA TED. THE NA TURA L SURFACE SHALL NOT BE SIGNIFICANTLY DISTURBED. IF THE SITE IS REGRADED OR SIMILARLY DISTURBED, THE SOIL SHALL BE ALLOWED TO STABILIZE O.E., SETTLE ---- NA TURALL Y FOR A PERIOD. OF A T LEAST SIX MONTHS, INCLUDING A T LEAST ONE FREEZE---THA W CYCLE) AND NEW PERCOLATION AND DEEP HOLE TESTS CONDUCTED. HEAVY EQUIPMENT USE IN THE PROPOSED 4" PVC SDR —35 DESIGNATED ABSORPTION SYSTEM AREA SHOULD BE MINIMIZED TO PREVENT SOIL PERMEA31LI TY (GASKETED BELL) AT 1% MIN. REDUCTION DUE TO COMPACTION PLUS POSSIBLE TRENCH CAVE—IN AND DISTRIBUTION PIPE MI SA L I GNMEN T/BREAKAGE. 3) AFTER A FINAL GRADE CHECK, TRENCH EXCA VA TION MAY BEGIN. TRENCH DEPTH SHALL BE AS SHALLOW AS POSSIBLE, BUT NOT LESS THAN 18 INCHES. TRENCHES SHALL BE EXCA VA TED TO . PROPOSED DESIGN DEPTH WITH BOTTOMS PRACTICALLY LEVEL. DISTRIBUTION BOX #1 4) FOLLOWING EXCAVATION, THE TRENCH BOTTOMS SHOULD BE GRADED BY HAND- THE BOTTOMS OF (SEE DETAIL --- SHEET 2) , r EXJSTJNG THE TRENCHES SHOULD BE CHECKED BY A TRANSIT, ENGINEERS LEVEL., OR CARPEN TER S LEVEL TO MOBILE ASSURE THAT T EACH I S ,PRA C TI CALL Y.LEVEL., TREI�I CI I. BO.T 7"QM S �I l`JL7 SIDc W—L HO ME - _ LS SHOULD BE ME t'� �`1 y+. c.;: • "���. �� ter r. ,.. .:�..<:...4,:... G A fl -A T L A_;:�7`_.:Sl< ,s llV E.: OF'=.: :.G. � � _ ,.. .. ..� . .S .� GR.��A.TE' PL;4�CED'::,�1N. - •"T- THE TRENCHES. EXISTING ry - n�osILE I I I 3 5) GRA Vl T Y DI S TRIBU TOR PIPE SHALL BE CAREFUL L Y INS TALLED A T A SLOPE OF % TO % INCH PER HOME BEDROOM EXISTING FOOT. P17ESSURE OR DOSED DISTRIBUTOR PIPE SHALL BE 'INSTALLED LEVEL. GRADES SHALL BE I UNIT MOBILE DETERMINED BY AN ENGINEERS LEVEL, TRANSIT OR CARPENTERS LEVEL. AN EASY METHOD OF I I HOME ME.,ASURING THE %6 INCH PER FOOT SLOPE -FOR DISTRIBUTOR PIPE IS TO TAPE" A %4 INCH BLOCK TO I I ONE END OF A .STRAIGHT FOUR FOOT BOARD. 8Y PLACING THE'BLO�KE`D E'NL? WlT�-1 TIE BLOCK t I FACING DOWN ON THE DOWNSTREAM TQP OF­THE DISTRIBUTOR PIPE, A CARPENTERS LEVEL CAN -BE USED TO 'DETERMINE THE %s INCH PER FOOT SLOPE:. 'A %a INCH BLOCK SIMILARL Y USED- WOULD RESUL?` /N. A �,32 INCH PER� FOOT SLOPE. ANOTHER METHOD USED TO ESTABLISH THE GRADE OF I I DISTRIBUTOR PIPE IS BY BATTER ,BOARDS. AGGREGA TE SHALL'BE INSTALL ED IN THE TRENCHES TO I I I A DEPTH OF AT LEAST TWO INCHES ABOVE THE TOP OF". THE DISTRIBUTOR PIPES.. ADDI TIONAL AGGRE'GA TE MAY BE REQUIRED TO BRING THE TOP OF. THE, A•GGREGA TE TO WITHIN .SIX TO 12.INCHES I I I OF FINAL GRADE. I 6) AFTER THE UPPER AGGRE'GA TE IS PLACED IN THE TRENCHES 7`1-{E E T G OTEXTILE,. UNTREATED BUILDIr�G 1 1 PAPER, HAY OR STRA W IS TO BE IMMEDIA TTEL Y INSTALLED ON THE AGGREGA TE AND THE TRENCH I BACKFILLED WI TH EXCA VA TED SOIL. IF THE TRENCHES .CANNOT BE IlV MEDIA TEL Y BACKFILLED, THE LIT 19 LOT 18 TRENCHES SHOULD BE TEMPORARILY COVER WITH AN IlIr1PEflJlC7U:J5 1�{A TERIAL, SUCH AS TREA TED BUILDING PAPER. TO PREVENT SIDEWALL COLLAPSE AND, SIL TA TION INTO THE AGGREGATE. I v 7) THE EARTH BACKFILL IS TO BE MOUNDED SLIGHTLY ABOVE THt OR1GiNAL GROUND LEVEL I.E, NOT PROPOSED COMPACTED) TO ,ALLOW FOR SETTLING. , FOLLOWING SETTLEMENT THE ENTIRE AREA SHOULD BE 3 LINES AT LOT 17 GRADED WI THOU' T THE USE OF HEAVY EQUIPMENT AN' D SEEDED WI TH.GRASS. HEAVY EQUIPMENT PARKING 42 FT. EA. PARKING PARKING SHALL NOT ENTER THE ABSORPTION FACILITY AREA OR .THE PROPOSED EXPANSION AREA AFTER THE AREA �I (SEE DETAIL AREA I� AREA SUBSURFACE SEWAGE TREA TMENT SYSTEM HAS BEEN CONSTRUCTED. -- SHEET 2) 8) A MINIMUM HORIZONTAL SEPARATION OF 10 FEET SHOULD EXIST.BETWEEN THE HOUSE SEWER AND I I ANY WA TERLINE. -WHERE" LINES MUST CROSS, THE WATER, SERVICE LINE SHALL BE AT LEAST 12 ,_M• =TM ; l CHES ABOVE THE HOUSE" SEWER. iF A WA TER LINE MUST PASS BELOW THE HOUSE SEWER, THE ' RTICAL SEPARA PON MUST BE A T LEAST 18 INCHES. -. 7} OF, FOOTING, GARAGE, CELLAR AND SURFACE WA TER DRAINAGE MUST BE EXCLUDED FROM SYSTEM. WA TER` SOFTENER, WA TER RECHARGE AND BACKWASH WASTES NORMALLY ARE NDSONG DRI VE .: .:� TO BE DISCHARGED TO THE S YS TEM UNL ESS A SEPARATE SUBSURFACE DISCHARGE TO AN AREA 250 FEET FROM WELLS OR WATER COURSES IS UNAVAILABLE. NEW YORK STATE DEPARTMENT OF HMTH SHEE T I OF W/ GLENS FALLS DISTRICT C3FFC , DESIGN PREPARED FOR IC� 09 Dated. -0 T ' .18. �WINDSO.NG DRI VE _.. : ..„... ' �° , - `` These plans for "ar ti•:�:.,.,.t VILLA -M 4_0-e.e;A H 0 ES D are hereby Approved b TO WN OF QUEENSBURY WARREN COUNTY, NEW Y01 for the State Oornissiane o Heat#h • . SCA 1_ -- `:` OC TOBER 19� 20� N O TE: .. . t EN VIR� III E N TAB L. 1 N� :PA RTNERSH-1P, LL 900 R01"E. 146 CL1FT0:N ,PARKy ,N0Y. 12065 (518) 371 76, MOBILE HOME UNI TS TO BE PL A CED V Ill TH A MINIMUM 10 FT. HORIZON TAL SEPARA TI ON. ENG I IN EER LAIN DSCAP'E ARCHITE6C"t U' RE L�.A�ID S�!R1/E�Y1 1 JA ME S E. A4l TCIY L.L P.E. 53, TOPSOIL FOR SETTLING -/III 1 III171, TERRATEXN NOW 0 2 NONWOVEN �; CONSTRUCTION FABRIC OR ,I I EARTH (- I I I I EARTH I BACKFILL =/III I BACKFILL UNTREATED BUILDING PAPER OR STRAW r II I II IfII• � Ilii= III�IIII= -1III- =11II - fififi --I I( TOP OF AGGREGATE 4" PVC •MIN. cl TO BE}�WITHIN o z o0 o Qo o 62 6 --12 OF SURFACE o JOINT RAKE ANY PERFORATION SMEARED - TRENCH a � cv z o WALLS � o 0 o � ao Qoo ' � 0 24" -- 2q." -- CRUSHED STONE OR MIN GROUNDWATER BEDROCK WASHED GRAVEL OR IMPERVIOUS LAYER 3/4" TO 1y2" CROSS SECTIONAL . VIE.W LONGITUDIN.AL VIEW 1 TERRATEX NC_ 2 NONWOVEN CONSTRUCTION FABRIC UNTREATED BUILDING PAPER OR PERMEABLE GEOTEXTILE OR 4" LAYER OF STRAW . =II11 Ilil /III• I111 _III Ilfil III _ 0 o 12 Oo 2" MIN. o FLOW----�-- PROVIDE CAPS o 0 0 0 0 _0 0 0 0 0 .0 0 7-0 , 0 .0 0, 0. 0 0 0 0. 0 .0 0 0 0 to 0 0 0 ON LINE ENDS • 0 00© 00 00 oo- � Y o SLOPE PIPE -Ys2" PER FT. SPACING OF ABSORPTION TRENCH 6' O.C. TRENCH BOTTOM TO BE NEAR LEVEL AND RAKED TRENCH PROFILA.: TA SORPTION TRENCH D IL NOT TO SCALE a 4 rV .. .....- .a. ... 1. .. L THE SLOPE OF THE OUTLET PIPE BETWEEN THE RESIDENTAIL. UNIT AND THE SEPTIC TANK TO BE Y4" PER FT. GRADE 00 NO T E: I. PIPE JOINTS TO BE SEALED WI TH A.SPHAL TIC MATERIALS OR EQUIVALENT. I2" MIN REMOVABLE COVER 2. /INVERT ELEVA TIONS OF .ALL � PAVEMENT OR -7 OUTLET PIPES MUST BE EQUAL. ORIGINAL GROUND ► ; ;!', •e r..• J. THE SLOPE OF OUTLET PIPES •a BETWEEN THE D.ISTRIBUTIOIN BOX WITH THE TRENCH SHIELD IS USED (._ AND THE DISTRIBUTOR LATERALS THE APPROVAL OF THE SELECTED GRANULAR FILL TO A.O.B.IE. = AS ORDERED BY ', SHOULD BE I1�B ' PER FOOT. ENGINEER, SHEETED TRENCH I BE PLACED UNDER PAVEMENT I I ENGINEER R BAFFLE s PAYMENT LIMITS WILL APPLY. NOTE: CONTRACTORS MUST COMPLY WITH ALL l N V ER - LOCAL, STATE, & FEDERAL SAFETY REGULATIONS. ALL BACKFILL MATERIAL TO BE TRENCH SLOPES ARE GIVEN FOR 1 OSHA & N.Y.S. D.O.T. INLET 2 MIII EL E V. , Lu PLACED IN 8" LIFTS ANDMAX. PAYMENT LIMITS )M P Y MI ONLY FOR CONTRACTOR TO USE SPEED LEVELERS z BE COMPACTED TO 95% STANDARD 3 PEN CUT AND ARE NOT INTENDED 3 TO REPRESENT STABLE SLOPES NOT INTENDED TO REPRESENT D U T L E•T AS SUPPLIED BY FORT MILLER TO PROCTOR (ASTM D698). UNDER FIELD CONDITIONS. A SAFE SLOPE EQUALIZE FLOW. -` DEBRIS, FROZEN MATERIAL, LARGE = CLODS OR STONES, ORGANIC I ° 2 ,5 v MATTER OR-OTHER UNSUITABLE ' I 6 WIDE GREEN PLASTIC LOCATOR TAPE Q • MATERIALS SHALL NOT BE - MARKED "CAUTION SEWER BELOW" USED AS BACKFILL. TRACER WIRE #8 THNN STRANDED - COPPER OR- STAINLESS STEEL 12 Mll1l �, SELECTED GRANULAR FILL L EA N S A ND OR PEA GRA VEL PLACED IN 6 LIFTS AND }: ; MECHANICALLY TAMPED OR '' :r A.O.B.E. SEE NOTES 18c • . ..� .- •,•,� x 2 THICK RIGID POLYSTYRENE INSULATION 1 LOCATIONS WITH LESS THAN 4 COVER). CRUSHED STONE OR SELECT � "' �•`• 1 Dl`-STRIB BO.X EXTEND TO MIN. 4' BELOW GRADE. re- GRANULAR MATERIAL AS ORDERED N YGRK STATE: NOT NOT TO SCALE BY ENGINEER (MECHANICALLY ti �- ti OF HEALTH o Glens Falls District office TAMPED) OR A.O.B.E. SEE NOTE 2. „ FOR UNSTABLE TRENCH BOTTOM USE 6 MIN. FOR PIPE 12 DIA. AND SMALLER flef$r ADDITIONAL. DEPTH OF STONE AS Q 12 MIN. FOR PIPE 14 DIA. AND LARGER first Shut forP�'+Ved NECESSARY�'70 PROVIDE A FIRM a#��ntt ;$ to+8. FOUNDATION. a WHERE A WATER TABLE CONDITION EXISTS STONE BEDDING SHALL BE WRAPPED IN A SAN1T . "R_. Y DETA FOR ON-WOVEN GEO-TEXTILE ENVELOPE At (FABRIC EQUIVALENT TO AMOCO 4545) ,,..." „ LO G DRI VE �• NOTES: � ,, 1-:8 WINDSON 1 NATIVE EXCAVATED GRANULAR MATERIAL 2) CRUSHED STONE NOT TO EXCEED #2 IN ►, MAY BE USED IF APPROVED BY THE SIZE. GRANULAR FILL TO MEET THE -��� ,k::f _ a HOMES. D VIL.L A GE �� ' vi ENGINEER. FOLLOWING REQUIREMENTS: �s �....:,- �;�-•::• TOWN OF, QUEENSBUR Y WARREN o % IN ExcEss of 3 � �;� COUNTY, NEW PORK •}v� '.y � I 25 %-75% PASSING 4 SIEVE # M. SCALE: 1 = 2 DCDEER 19.92007 0 %-15% PASSING #200 SIEVED'ES1 'N PA NERSH1P, ILLP E.NV:1 •_ '•t 1 •F -E�NT L :NM .371=716 1 -NCH D-ETAI'L TRE 2 . . (518) N 0 T T O SCALE =:, . . .... •..w� •-• NIG1NEE 11 a LANDSCAPE ARCHITECTURE LAND SURVEYING JAMES E. MI TC Ir.. P.E. 53,337