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2008-571 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF COMPLIANCE Permit Number: P20080571 Date Issued: Wednesday, July 13, 2011 This is to certify that work requested to be done as shown by Permit Number P20080571 has been completed. Tax Map Number: 523400-240-005-0001-013-000-0000 Location: HILLMAN Rd Owner: TAKUNDEWIDE HOMEOWNERS ASSOC INC Applicant: TAKUNDEWIDE HOMEOWNERS ASSOC INC This structure may be occupied as a: Septic Alteration Commercial By Order 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, ' 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. TOVN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20080571 Application Number. A20080571 Tax Map No: 523400-240-005-0001-013-000-0000 Permission is hereby granted to: TAKUNDEWIDE HOMEOWNERS ASSOC INC For property located at: HILLMAN 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: TAKUNDEWIDE HOMEOWNERS P.O. BOX 85 Septic Alteration Commercial CLEVERDALE, NY 12820 Total Value Contractor or Builder's Name/Address Electrical Inspection Agency Plans &Specifications 2008-571 septic alteration for shared system $35.00 PERMIT FEE PAID- THIS PERMIT EXPIRES: Thursday,November 05, 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 o f Qu e mb ednesday, November 05,2008 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement %.III./IIII.I/I..I.III.I...II.II//II...AI I.I.......................... �...r.............r.rr, y OFFICE USE ONLY ; TAX MAP NO. PERMIT NO. ! PERMIT FEE, ' APPROVALS: ZONING TOWN CLERK ; ; I :.............r.r......r.....rrr.._...r..r. ....... ..............! i....:..........a........ APPLICATION FOR SEPTIC DISPOSAL SYSTEM PERMIT A PERMIT MUST BE OBTAINED BEFORE WORK BEGINS.APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT. /tu/JDE�,1i p ..7/9�u 612P.l+�`c OWNER: S,6t*?G,E- ltJaR5s c-g&f INSTALLER: ��14. /-?,!ys Qvi) ADDRESS: do ADDRESS: 5; --1 GL�✓�rLp��� rlj• ,'zB PHONE NOS. fv '6^ 9S 73 ��'?-,(o-bo PHONE NOS. LOCATION OF INSTALLATION: -7Z9X ueJC )j0 of S/9 n'7 ,fig t r/lees .NO.O� ..•......... .... I RESIDENCE INFORMATION: YEAR BUILT -.- X' '- COMPUTATION= -TOTAL DAILY FLOW .............................. ............BEDROOMS ........................-..........................I GARBAGE GRINDER --19880 or older p7"1�� X_ 160 gallon per bedroom. _ .I INSTALLED? 1981 -1991 µ 1 5 X 130 gallon per bedroom = I SPA OR HOT TUB -1992-present �• •.X -110 gallon per bedroom _ i INSTALLED? - .........-.»_..._...................T....l�............................................................................-........... .;-...................................».......I......-......•............; PARCEL INFORMATION: ✓ TOPOGRAPHY: FLAT ROLLING STEEP SLOPE %SLOPE ✓ SOIL NATURE: SAND LOAM CLAY OTHER ��r^yam n ✓ GROUN,QWATER: AT WHAT DEPTH.9 BEDROCKIIMPERVIOUS MATERIAL: AT WHAT DEPTH? °'r Fu KA v ✓ DOMESTIC WATER SUPLY: MUNICIPAL WELL ys y- rt (IF WELL:WATER SUPPLY FROM ANY SEPTIC-SYSTEM ABSORPTION IS FT. ) i ✓ PERCOLATION TEST: RATE IS 3 2� 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.; (,o#T oeoc o N-op�eJ ✓ SEPTIC TANK: 1V0,0 GALLON (MIN. SIZE IS 1,000 GAL.) TILE FIELD: EACH TRENCH as FT. ('' F/46 L.DS) ✓ TOTAL SYSTEM LENGTH: -9 T. SEEPAGE PIT(S): HOW MANY? ✓ SIZE OF EACH FT. X FT. it ✓ IV SIZE OF STONE TO BE USED: # �`��� +I DEPTH OR THICKNESS Z FT. ✓ BED SYSTEM SIZE: X - ✓ ALTERNATIVE SYSTEM: LENGTH AND/OR SIZE ✓ HOLDING TANK SYSTEM:(If required) NO. OF TANKS:_I SIZE OF EACH ✓ GALLONS./TOTAL CAPACITY: GAL. .........y......................................................................................................•.•....y{.1.1...1..•N.•NNI.1.1..•i....•1....•.....•..v.•.....•.•:4y...i.............i.i..................•i.{..•..{...1.1•...•.....................•..........1..•1.1.1.1........•..{•....{...{........•.....•......•.•..............i•II NOTE: ALARM SYSTEM AND ASSOCIATED ELECTRICAL WORK MUST BE INSPECTED BY A TOWN if APPROVED ELECTRICAL INSPECTION AGENCY. PLEASE REVIEW LIST PROVIDED. I •..NI.1.41.1.1..•I.Y.•l.t•....1..•..i..•.•.•.•.•...•.•i...........................{•{•...•1•i•.•.•...•i•1.1•Y.4•....1.......{N.:V.i.{.V:•1.1 4:•14•N:•:•>•:•:•1•i•i.............•...•.•.•IV V•.•.•.•.u•1•.•:•...•...•.•.......•.• i 1.1.1..•.•.•:•1•.•.�i•.•:•i•.•...ri•.N.14.1........4.{...{•i•1.14•M1.1•I.MI.1.1.1V•1•{•VI.{.l.i•{•....i� 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 ODEMAIL Queensbury anitary Sewage Disposal Ordinance. godes4aueensbury netVISIT OUR WEBSITE FOR MORE INF www.cmoenobUrV.not Signature of Person Responsible Da e Town of Queensbury - Community Development Office ■ 742 Bay Road, Queensbury, NY 12804 Septic Inspection Report Office No. (518) 761-8256 Date Inspectio request received: Queensbury Building &Code Enforcement Arrive: am/ Depart: am/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: c -. NAME: ��'i✓tL�C L i -- C PERMIT NO.: 7 LOCATION: �' a %.�,J <:� INSPECT ON: 1 Z i 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 Cap Y N Inlet/Outlet Pipes&Baffles _Y N Location Separations Foundation to tank ft. 1�� 70 Foundation to absorption ft. t ,n Separation of Pits c 'Lt`c,u�Y7 Ir'disllz°— ' Conforms as per Plot Plan N Engineer Report and As-Built Y ILV Np� OW � Location of System on Property: Front ear Left Side Right Side Middle Front Middle Rear System U u4artial proved 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 g g Fax.(518)745-0360 March 21, 2011 65?9— � C Town of Queensbury Buildings Department 742 Bay Road Queensbury, NY 12804 Reference: Site Plan 43-2007 -Takundewide Homeowners.Association Proposed Community Wastewater System This office inspected the installation of the referenced wastewater system consisting of four manholes, main pump station and three absorption fields each with 1000 lineal feet of absorption trench. The system was installed in late 2008 through early 200.9 and became operational in the spring of 2009. The system has been installed in general conformance with the final design plena, last revised April 28, 2008- Should you have any questions, please contact this office. Best Regard G. Thomas Hutchins, P.E. Enclosures C.C. Bill Mason,Takundewide Management G.Thomas Hutchins,P.E. Septic Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: 2 am/p eart: am/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: �`'' NAME: ! !U c PERMIT NO.: — Z- LOCATION: INSPECT ON: / RECHECK: Comments and/or diagram Soil Type: Sand/ Loam / Clay Tpe of Water: Municipal/ Well Water Waterline separation distance ft. Well separation distance 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 _Y Engineer Report and As-Built Y_ N ,�t� C-a,p'- c_— Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear System Use Status: Ap roved rtial 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 Ins n uest gpart: Queensbury Building&Code Enforcement ArriveX am/pm 742 Bay Rd., Queensbury, NY 12804 Ins s Initials: �/� 71 NAME: (�' C` - CSC`;�-- PERMIT NO.: LOCATION: INSPECT ON: /Z RECHECK: Comments and/or diagram Soil Type: Sand/ Loam Clay TyFe 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 lengthft. Length of each trench ft. Depth of trenches ft. Size of Stone Seepage Pits: Number Size: x Stone Size: Size T i�� N Buildingto tank / T Tank to Distribution Box 6�. v,4, Distribution Box to Field Pit Opening Sealed: Y N End Cap 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 ft. Separation of Pits ft. Conforms as per Plot Plan Y Engineer Report and As-Built Y N ETU Maintenance Contract Y_N provided Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear 5yftm Use roved I Approved and needs to be re-inspected, please call the Building&Codes Office iisapproved L:\Pam Whiting\2010\Buiid1ng Codes Forms\InspecUon Forrns\Septic Inspection Report_03 2910.doc C.1 Septic Inspection Report Office No. (518) 761-8256 Date Insp equest received: Queensbury Building &Code Enforcement Arrive: ! `,(J am/p �epart: am/pm 742 Bay Rd., Queensbury, NY 12804 Ins or's Initials: raj NAME: kl()41 l e-VLIL.DC PERMIT NO.: ✓ LOCATION: INSPECT ON: RECHECK: Comments and/or diagram Soil Type: Sand/ Loam/ Clayj� Type of Water: Municipal/ Well Water Waterline separation distance ft. ,✓t �' �� Well separation distance ft. Other wells: ft. Well Casing Length 50' + - Y N N/A .p LA (GAL Absor tion Field: Total length ft Length of each trench Depth of trenches ft. L Size of Stone 7r � ,� DS L+> Seepage Pits: Number t'� , Size: x 6r Z-6-'-1'C b( Li.,,JC Stone Size: Piping Size Type Building to tank Tank to Distribution Box Distribution Box to Field/ Pit Opening Sealed: N End Ca _Y N Inlet/Outlet Pipes&Baffles N Location Separations Foundation to tank ft. Foundation to absorption Separation of Pits ft. Conforms as per Plot Plan Y N /� ,� Engineer Report and As-Built Y N ''�N"JIB �'� b . � 1/p v Location of System on Property: Q Front Rear Left Side Right Side Middle Front Middle Rear System Use 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 Septic Inspection Report Office No. (518) 761-8256 Date In ctio equest received: Queensbury Building &Code Enforcement Arrive: am/ r ,� pepart: am/pm 742 Bay Rd., Queensbury, NY 12804 Inspecto 's Initials: Jf NAME: .,- Lr, (f—k I bC- PERMIT NO.: e — 6 7(. LOCATION: dlj-��- INSPECT ON: 2_ RECHECK: Comments and/or diagram Soil Type: Sand Loa / Clay Type of Water: Municipal Well Water � r✓ Waterline separation distance ft. f'� Well separation distance ft. Other wells: ft. f Well Casing Length 50' + / - Y N N/A / Absorption Field: Total length ft. Length of each trench ft. De th of trenches ft. Size of Stone Seepage Pits: Number Size: x Stone Size: Pipiqg Siz Type Building to tank Tank to Distribution Box Distribution Box to Field/ Pit Opening Sealed: Yz N End Ca N Inlet/Outlet Pipes &Baffles Y N Location Separations Foundation to tank ft. Foundation to absorption ft. Separation of Pits ft. Q \ Conforms as r Plot Plan _Y N PCA t (- AA) Engineer Report and As-Built Y N Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear System Use Statu 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 Septic Inspection Report Office No. (518) 761-8256 Date Ins request received: Queensbury Building &Code Enforcement Arrive: am/p D art: am/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: NAME: —A K L/ it1t. PERMIT NO.: _ LOCATION: ta INSPECT ON: U RECHECK: Comments and/or diagram Soil Type: Sand Loam/ Clay Type of Water: Municipal Well Water 4 CTI L— Waterline separation distance ft.Well separation distance ft. Other wells: ft. / iJx C41 Well Casing Length 50' + / - Y N N/A Absorption Field: Total length ft. Length of each trench ft. / 7nj Depth of trenches Size of Stone Seepage Pits: Number Size: x Stone Size: Piping Si T e Building to tank Tank to Distribution Box � +1 Distribution Box to Field Pit Opening Sealed: Y N End Ca 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 _Y_N Engineer Report and As-Built Y N Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear System Use Status: proved V.Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved Last revised 06/18/07 U\Building&Codes Forms-01-13\13uilding&Codes\Inspection Forms\Septic Inspection Report.doc Septic Inspection Report Office No. (518) 761-8256 Date Inspectio request received: Queensbury Building &Code Enforcement Arrive: � am/p ,.Depart: am/pm 742 Bay Rd., Queensbury, NY 12804 Inspecto Ini ials: NAME: PERMIT NO.: LOCATION: INSPECT ON: - RECHECK: Comments and/or diagram Soil Type: Sand Loa / Clay Type of Water: Municipal II Water Waterline separation distance Well separation distance ft. � Other wells: Well Casing Length 50' + / - Y N N/A L j 7 Absorption Field: Total length ft. Length of each trench ft. � CC VV A) Depth of trenches ft. ��� C. Size of Stone Seepage Pits: Number Size: x Stone Size: Piping SP-1 Type Buildingto tank Tank to Distribution Box Distribution Box to Field/ Pit Opening Sealed: N End Ca N Inlet/Outlet Pipes&Baffles V Y N Location Separations Foundation to tank ft. Foundation to absorption ft. Separation of Pits ft. Conforms as per Plot Plan _Y lj<�y�k Engineer Report and As-Buitt_ Y N !}-� �ir�� r`,,;c'- , Location of System on Pr perty: Front Rear ,Left Side f Ri KSide Middle Front Middle Rear System Use Status: 7Approved 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 MAINTENANCE PLAN RIM=323.65 INDIVIDUAL SEPTIC TANKS CONNECTED TO COMMUNITY SYSTEM ANNUALLY OPEN ACCESS COVERS, INSPECT TANK STRUCTURE, BAFFLES AND PIPING IN CLEAN EFFLUENT FILTERS AND INSPECT SOLIDS ACCUMULA770N. / PVC / // v. 32&30 TANKS ARE TO BE PUMPED BY A LICENSED SEWAGE HAULER EN THE SOLIDS ACCUMULATION REACHES 1/3 OF THE LIQUID DEPTH OF THE TANK. /REGARDLESS OF SOLIDS ACCUMULATION, TANKS ARE TO BE PUMPED AT A 3-YEAR MAXIMUM TIME INTERVAL. DtIGUI'tEhIT 0300+ 14 s"Pvc County Clerks Office / ! Oct 22,200E 02:37P MANHOLES INK 327.4-a�/ / Pamela J. Vogel e"Pvc Ya en Cou to Clerk ANNUALLY OPEN MANHOLE COVERS, INSPECT STRUCTURE AND PIPING AND CHECK FOR ANY SOLIDS ACCUMULATION OR LEAKAGE. ANY SOLIDS R+M=329B-4 INV 32738 HILLN[AN ROAD ACCUMULATIONS ARE TO BE PUMPED BY A LICENSED SEWAGE HAULER. I PUMP S t 8•Pvc TATIONS INV. 327.32 CB 4 PJM=P%C 11\—LIMIT ANNUALLY OPEN PUMP STATION HATCHES, fNSPECT STRUCTURE, PIPING AND FLOAT SW7TCN£S CHECK FOR ANY SOLIDS ACCUMULATION. ANY SOLIDS i� .PVC � ACCUMULATIONS ARE TQ 8E PUMPED BY A LICENSED SEWAGE HAULER. MANUALLY ACTIVATE 'LAG PUMP ON" FLOAT TO VERIFY THAT AUDIBLE AND i rNv. 327.37 OF CRITICAL /� PROPOSED SEDIMENT ENVIRONMENTAL AREA \ � VISUAL ALARM IS ACTIVATED. MANUALLY ACTIVATE HIGH LEVEL ALARM FLOAT TO VERIFY THAT SOLENOID VALVE ON COMMUNITY WATER SYSTEM IS CONTROL FENCE \\\ rn CLOSED AND THAT THE AUTODIALER FUNC77ONS PROPERLY. � PROPOSED HONEYSUCKL HEDGEROW . ��, .� l �/ ( '� __./ FOR VEHICULAR BARRIER rn OUTLET TO CAKE / SSQ / i �� 3a5 `` / / ER (NOT StJRi�YED) /�, \ / 1 �` /; / / /: , / / \ABSORPTION FIELDS PROPOSED 3" OBSE NATION �Q \� ` �� TURF ESTABLISHED ON ABSORPTION FIELDS IS TO BE MAINTAINED AS LAWN AREA, ANNUALLY INSPECT ABSORPIIDN FIELDS FOR SIGNS \ \ 1 ( ' / / / - /% f WELL \ / OTHER SIGNS OF FAILURES WHICH ARE EVIDENT AT THE SURFACE. OF SEEPAGE OR r2 CMP CABINS SHOWN HATCHED TO INV. 327.3s M�. 29.2 /rN' 32sss/ I \ ) `— \ + r'l ! GRAVEL Pr RK1NG QUE SBE SSERVED BY CDMMN111' rNvr32ss �i l� l i' 25 , l� +To�/�/N �� � �/t+rV 326 s0 / / `J i GRAVEL RKIN ( 26 , �` ! / �•�`f \ BUILDING & t P-r• PROPOSED 4" PVC SCH-40 �M=32s.o � fJ •�.! / \ � F'ROPA R8viewed HOUSE SEWER (TYPICAL) \/ \ / I Sd Date: PROPOSED 1000 GAL PRECAST Lam' '` ( _ CONCRETE SEPTIC TANK (TYP/CA � \� \ ' 11 `s: r --� GE PROPOSED 4" PVC SCH-4 I ( � / '� ----1 \ \ \ i 4 r EFFLUENT SEWER TY`P L f i \ \ \ I 1 / �' ss r TENNIS r I I I ( 3 x OURTS r + r r EXISTING WASTEWATER SYSTEMS TO L , � 18 � �, f ( r � -< f � /', �s ¢� \ / / ` o 8E DECOMM/S10NED AND 330 -. ` ✓ ;; +p � ` t c / 1 / � ,� � J/ / ! /� 3,a ass + r ABANDONED (TYPICAL) Ic \ - APPROXIMATE,LOCA110N OF f I \ 1 / \ �z , / { COMMUNITY WATER SUPPLY 3 3y29\ 3sa9 / / 23 / / i \ 6 6 APPROXIMA f j + EXIS77NG I _ l / / DRAINAGE STALE I R 4� / / I \ 6" - - -- _ / l / /4 i l l / / / / // f / r� �. PROPOS D SHALLOW ABSORPTION f7EltD• _PV SDR-35 I � / l a/ / ' _ , fl �, / (10) P/P !N-STONE TRENCHES ® 1 O' GSA / / ` / /ti �' ADDI "1'ONAL TOP �^►©� ��r / BOTTOM bF TRENCH EL. 350 r Vlr�AP17 I /ASPHALTt � \\ � 2 35R' LrOPER ' `� -•- __ - pA�KtN� / J / r - ' I .�� � � Y NOTE PARKING � '` I / t� / 6 i / t / - -� i, ti. � 5 TOPOGRAPHY EAST OF TENNIS COURTS K77H 2' CONT UR ' + A , � \ 2"I ` � .� �• � / /y / / / /� / / �l2 �f / � , INIFRVAL AND EXISTING DRAINA WAY LOCATION PR PARED BY HUTC14INS ENGINEERING f �` 29 ! I r ► W APPROXIMA7E' P NNIN EXIS71NG TREELINE ! r U �I�• r ' G BOARD AP ROVAL cc l --v w• ._�,. a ,".w.;�.; .�-•-", GRAVEL `'•=---�- . r r . � / / f ! + ,.p_ � -�� - F_ I PARKING — / / / / 21 / i / I 1 SITE PLAN #43-2007 APPROVED 'NDER v —1 l / / AUTHORITYIOF A R OLUVON ` ""]' PROPOSED � MARCH 11 +20 ES AD TED I SHALLOW ABSO P77ON 08 BY THE PLAA V B r 7 (_ FIELD; BOARD 4C 2 OF THE V1911 OF QUEENSBURY NEW YORK. �V Fi" v ,� � ,,,,;r11�.� s i •'`ft � 28 � / 1 � / �, / - . .-.. � / (10) PIPE-IN--STONE 7REN HES ® 100' i '� r + / r r i BOTTOM OF TRENCH EL. 349 PVC \6.Q , MH-.! / V 6" i RIM 331 v v / / / / I6 1 r // / ' /1 \ / // E r ZONI G ADMINISTRATOR ' I PROPOSED SEDIMENT / * v 13 -� APPROX/MATE�LOCATION OF / / / / DATE SIGNED ' I•� ' 21 CONTROL FENCE PVC 251g �c I / �/ \ l c �COMMUNITY,WATER SUPPLY( �/ , / / / PROPOSED SHALLOW ABSORP ON FIELD; + r v v r ( 1 / (10) PIPE-IN-STONE TRENCH 0 100' INV. 6! 1 / �G G�� ' 6" P SDR-3 \ ( i i tf / / / / / / / BOTTOM OF 7R/ ENCH EL. 349 r \ PROPOSED 1,000 GAL PVC'325.E / /Q 4, 1 I APPROVAL ' t SEPTIC TANK TYP. � ( #( m 9i• /`` k O��/� - / �EFfL T SE WEIR � 15 � � _.•' o / f/j//� �/ 20 �\ \ � r OVA/ L COMMONS r r + 1. THAT THE APPLICA T OBTAIN A VISION+ENGINEER ! / r ' / " — v \ •-- '._ + .c•/ / .,� .,� LIMIT OF DISTURBANCE 1NG WO �zUavr 0 �„�='�� / / / �. i'"-/-- G.. �„�/jr - /,G, / / � 80,000 SFt r' SPECIFICALLY SA71 FWNG COMMENT 12, WITH ERI INN. 6" / / r OBSERVA77ON PORTS. - -�•. / 2. THAT THE APPLICA T WILL PLANT A PVC 32t�.6 � " �' � —. ,L. � HNEYSUCKLE HEDGE. I \ \ PROPOSED 3" OBSERVA + 7NE E (�r D1AM R / / ... "-- - / A T70 Y ` ifI l`" ` FIELD VERIFY LOCATION OF N r �•,,. WILL PLAN +AT AND MAINTAIN AND IT WILL 8E + I / PUMP STATION; RI 331f "� ! a MH-3 / D FIELD VERIFY LOCA77ON OF \ \ WELL • ! PLACED PARALLEL TO ONEIDA DRIVE TQ BLOCK ACC ► + !r / v IN V. 6,. / PROPOSED (3) pVC EXIS77NG ABSORP77ON FIELD / EXIS77NG ABSORP71ON FIELD + THE ABSO P ACCESS TO / v _1wC 325.0 SDR-26 FORCE'MA/NS; t` RIM 336.5 a FOR LAUNDRY BUILDING, / •''� R TIDN LD. r + 1NV. 6" FOR CABIN 20; MAINTAIN POPOSED (3} 2" PVC .'' MAINTAIN MAXIMUM MAXIMUM PRACTICAL FIELD SDR-26 FORCE MAINS; .100 r ( f v v --__v PROVIDE 5 MINIMUM / PVC 331.4 PRACTICAL FIELD r I J. THAT THE APPLICANT WILL "` `v FROST PR07EG�770N / ` SEPARATION FOR NEW PROVIDE 5 MINIMUM LL PROCEED �TH THE COMMON! + + SEPARA7ION FOR NEW /'� 6. VC SDR_ 3 ---v 1 S / �"•� FORCE MAIN ROUIING FROST PROTECTION WASTE'WA7E•R SYS M OP7TON.• r :.•. l ~--v / FORCE MAIN ROUTING / ��CUENT SEWER v v / 13{:r / m 1 SLOPE 4. THAT 7NE APPLIC NT WILL FORM IRA SPORTA770N ° PROVIDE 18" MIN. ' f 10 \ / -X5` Il l I + CORPORATION ANd, GET APPROVAL B THE QUEENSBURY / qsp VER77CAL SEPARATION I TOWN BOARD. r + ! 1 / / P k'�l F BETWEEN FORCE MAINS i r r 33sNG AND WATER LINES , ' 12 I APPRO r ! 32 X1MA7E EXISTING r r + DRAINAGE ' ! SWAGE f LIMIT OF CRITICAL + r � / / / r ENVIRONMENTAL AREA + r r ! t V. �S" / I 1 t PVC 1326,E 14 3 m MHl4 1 I : r J-• l .� � � � i r � r r i 1 • . 3�21 � � r \ \ / r AgRK�L l / ?:n;E�aiti:"Fs`L 1S',C'�' �+y�'� , 5s1: jam.`4 . ;c+1 ,t� �,`>6 ♦. ,' _ l k N'K / �^IC, •!e�-"'-`.e.. y�G,�C , +�,Y S'��' L4 ...cS,.i'` " ♦'` ri �i �N•'e.<� y< :;6 ( 'i ; � '�,,�rJ <, u „2• z \ � �":�, �.+�.*r�'`�l"�Ya�ti a4$2 � Itiy�U�••^Y<``P� �', .1��:;';,jj Z \z,... •,. �,'�% �'°L�—�7��.'�1' t'!,�`fin,?:Y .:w '.yr , n;>tY♦yr: A'♦`�',.'e'T}„Ry.. ?Y'.,': _U.;io vn:�r`4iifj �,•? y• i %KH� a• 4 't"Z�:v .., •' ,.Z - ;it :?4 fit. LEGEND. \ � L / �. ., , Y h.�' ; .,..� �.•;2 � .� � ; � . ri. I i,.t1l\[''$ k. •t ,>y, ` .�,: \' \., ,..4,\i�yb'st C.'•. 3�`., , ��. � :y���..v ap xA. x `�,5, L'; '�L•<t' ::� Z•.. .r 1: �.`c; ♦B i4 t3,. r} ?..�"+•`�..- . 1 =" !•.• poi"` s, UTILITY P ., � .fi\.(•.`.Y,1\...� ,� •..?, ,O t}Y�`f k, •'Y"' ,S T`i2 � �SiZ"\'����3,`� \•,3�� tC?•r^�.�<J�9,,I.��i', l'{Yg♦�. ,�Iyf `s \\, . ' + OLE ;iy \ \ $). k., J,k. FF.a yX r pia 0�4:�Ci�1• �\>�.+ 3;r.¢ s g� tt\tCio_.�::'``7 7Z. ,'-e 1{{�f�./r•,. i I �� _ �`Y Ya t,. •Ql• I� ♦,T\� �r•`•~11<wA�� . T'\`- , \ 1'J\• ~ •,• `~'A� i..-.. „ '•^ # LIGHT POLE f'(� _{'(� ��� };;.�,�� •� � a;ti .z�u� :'` ' . ., .x �;�,�.•� ,;�• �1a '� . . ..{. ..... ,�:,;=.� /� ,.t RR \ ( L ^'O • aa,'*i��ka:{,. {'� s1 �< �y�. ' �� N.. � i... � ?'ll', ;. �.y, 1.•�.7.r �•!�,,� a .3 .•.w WE kp MN ` V� y �," y? if\fry as:t` rti a, i x G a K Sy�e,k 3.,.a ,. J w. 4. \w .b. yv'S s i. ♦A''.• 'C� aii.< riYT + r • \ � '�<��`._.C F � •is4£�,ti;;?`�2���� ':. ' �,4� -.3��4;ya�� 's * ! ,x�,.�� •.. y�,,v�♦+�hr',���`,.`��,° • • K"� ,r D4 10 WATER VALVE r � � ' � �c 'wtr� �' .�,.>�� ,So '�,y .{ \ — ' y -: � g c- t = � }:a �r 1 TAX PARCEL 1D, 240.5-1-13 �' 4'Y. I < ' — WATER SHUTOFF \ ! r'' " .�` ♦k:�;d. t ^� _ J + AL s w 4Y� k L ♦ 3. •tj + . .. •' _ a, ���a��,� �? 4 2. '� TERATION OF DOCUMENT- \ � �` .,-- •' •..._ _ / ��� ' °:.. �,:� '��'�'•>f 'y� ,�. '��' �:��• •• -,sa -, ^;�'�>,".'• ' : Ij ENGINEER 1 '>, z �` .• � � ' \��.'> � �r; �. � � THIS ENT EXCEPT BY A LICENSED PROFESSIONAL . i" ; � ,`' ��`"' •''""\:ri.T?T'' 'S�'"4y�` " S A VIOLATION 0�' NYS � :�� ,�. , �� � �;���F�, t .•��� � ,� ��, t �; `.' _.T ,. :� �?��� . ,� � EDUCATION LAW. �Y v et y. r 4/28/08 � 44 5 APPROVAL CONDITIONS - i \ . .; ''c��'s*y�' 'R`1`,•�T�1���. ter'•., .�.�� .* `. o }� \P "J' �, w+a •,,.,� �< , , - ADDED MAINTENANCE PLAN 2/6/08 �. a s*.. � r�r .� aSt*�,,�s` \k;C� ;i ��':`�,Fvti}`'A-�`��t. ,�:lay' 3 EROSION & SEDIMENTNOTES- \, ,,:�.. 1 LAKEFRONT W . _ �:"... • ,� �` ,m..�, t REVISED PER PLANNING BOARD COMMENTS CONTROL ORK / OVERALL SITE PLAN - .3.`» , ^• , 4 ,; ��` K RM,. ` '� ;�-'-���•,�� �� ., ``�1' > �`„�`, :�,�, r 1z/�5/o7 SCALE: 1`50' > i:�;. \.af 7►r a n 2 1. BEFORE ANY CLEARING OR GRUBBING OF THE Sl7F IS lNI71A71=D, AND DURING EARTHWORK PHASES, "r � � t�'�`,{ � �`"`�'� � � 9��..f��`' � SUBMITTED TO NYSDEC e of, 1 `� .�P s y • s. ;, j�Ty 2 b Y." 3 M 3� ,: 91/1/07 `'fi 'y. �. t iF ,,,�••.Rol`. P. z. .'.GYM . t. . 1 SEDIMENT CONTROL FENCE SNAIL BE INSTALLED AS SHOWN ON THE PLAN. PARTICULAR ATTENTION IS TO BE ,¢��S .. _ PER PLANNING BOARD AND TOWN ENGINEERING\• `� PAID TO EROSION CONTROL MEASURES 1N AREAS WITHIN 500 FEET OF LAKE GEORGE. r --�r � � COMMENTS 0/ 2 /07 � _ 4 Yy.i.t�\�F��1r'`�i`.a:.w'�.i 5 � YR`•. •'.� t�„{.•liri° .,h i�' _ � ;� N'y�' .♦ Z O / SrC�vvri ;li iii5 u . ,. 3 . . k 2. AT THE CONLCUSING OF EACH DAYS WORK AN ,r � ^♦ ISSUED FOR SITE PLAN REVIEW D A .sec ,,.v�••a...,1}i ,T�``#r rE, �,s ,.:{a,'>.titSLd�`� t`� ,�vJ'��.t.'.✓ •` v. y��'(► ;�: ♦. -� i• tzy. 7/ `''i` •r\�,; yt: „�y a 'ta ::r..Ayvoct.• .\.\.. F`x, 3 qY aI', t<,)..'\` 6v%S .:L< �.. 1 6r�7 AFTER EVERY STORM EVENT, SEDlM1NT CONTROL FENCE .. `; .., ..;., .�, ' \., ` o;.?. , t �,;, t, - .;�{ ,.,� person �iy rrteas�red t � t ,`�< i � '3 ..,, N o. AND ANY OTHER EROSION CONTROL MEASURES SHALL BE INSPECTED FOR FAILURES OR SEDIMENT . • .`� ;. h. }t ;: Revisions �~ � Y Date ACCUMULAAON. ANY FAILURE SHALL BE IMMEDIATELY CORRECTED. ENT /' 1 .1 Y� >y�r ,., r �'� "�L : +� , �� / ;t ♦•.\• : �:; - . r'1. t /C� ! G �a >�QN',Sk \ r .` • `'til'L�`Y=a -J:♦F,11.t t • • `. \•�6:{% .- '♦,��a+ S,y.. , \�„+ ♦ ♦ - YA l t�L i�w, §;kA,, "''„J'a`. A\9•�`5^T'>t�lR+,: 6'°�?i +♦u� a'•"� �^.`5%;ac +�;:1 � •.•'~\ ��� ,Y �1"`� (C'' ♦<n`'. Y< t � ��.sc �I r, ,`Zr3 • d,,,<�,". i'r: '10 \ e'''" ,, w ..� ♦. 9 ` '.r.'r v,. .�� t. .. SI Ti— SIGIJATUREr - ` � '"� '' l \� fi PLAN Y'C`,• '� 'tXh \, - a �`• i`"��Q i`t?♦`"!a •rsi.j :.,t t.., ;.x `I: .s•..'. , 3. ALL BARE EARTH AREAS SHALL BE SEEDED AND MULCHED WITHIN 24 HOURS OF COMPLE110N OF WORK _a-. x` }� ,.� �`", 1:♦ <r;'ts' a{•:i,�a •!�-. }, -„ ;• „\.ti , !N THE AREA. ti� .; � .� '� ♦ � J .� `� � `` `:. Ss •i" w , 3 rJ.l+♦! < i� 4 it ._ 6 f , 1 1 4. ' COMMUNITY WASTEWATER SYSTEM -...` �r . EWATER "`'�.• tL` t,�i.S: g y<y�.LPl \ �; ?G �lx�`% rYt�` �• < 1� -.e . -M t. \?.•. ;aN ..<1 � 4�. .f .C�IJ�wi�,1 SISe�\`J Y`.\•�N ✓ . , h +. •t .�• ..?'Jis M TEMPORARY EROSION CONTROL MEASURES, INCLUDING SEDIMENT CONTROL FENCE AND/OR MULCH, SHALL . ;?.F �:.,,�.�.c�\ . �:,�<.,.:+ w x>z, ,•�,r�2� .+. .�'s,•,. ;: �: � ..,, s .., , 1�. tIl1AP RE :� ... ��:�. .a -A x, > t. .,. Tin sti , , ,e;: �,, \ _ t, Prepared For. Takundewid REFERENCE a Homeowners Association BE INSTALLED AND MAINTAINED FOR ANY TEMPORARY SOIL STOCKPILE AREAS THAT ARE TO BE LEFT FOR ���� �. t� ,* �`• • �tic, .."' '.� �•� ' ✓: ° ° � • �; MORE THAN 24 HOURS. �}`... � �tiw•7 1 x' .,, t �w��3`�.�chrd FOR COMPLETE SURVEY INFORMA77ON SEE: "MAP » rSx1 v Y4`y�af � } ,,k;�n, if ;r171 `"c Jt`♦i^a' • . {;h r . +` 5. THE CONTRACTOR SHALL COMPLY WITH THE NEW YORK GUIDELINES F P.'H.. ,_• aat "� �,. 7 - Town of Queensbury, Warren County, New York State OR URBAN EROSION AND sEDIMENT MADE FOR T SIEVES ANDESURREPARED BY VAN a , ,;; Drawn: LWD Checked: GIN Scale: t"=50' Date: 2/6/07 CONTROL AS PUBLISHED BY THE EMPIRE STATE CHAPTER OF THE SOIL AND WATER CONSERVA7IDN SOCIETY. VEYOR5, DATED L�C`A�' 169 Novilon MARCH 13, 2003, LAST REVISED 101112003. ON MAP SITE LOCATION d Road Queensbury, NY 12804 H::fr_h ne (518) 745-0307 Phone 29188-S l - PROPOSED HONEYSUCKLE MATERIALS SPECIFICONS SITE SOILS DATA f "`'+ ♦ /j HEDGEROW FOR VEHICULAR PIPE.AB$OQe11ON FIELD — SDR 35 PVC WITH SOLVENT WELDED CONNECTIONS. BARRIER LATERALS TO BE PERFORATED WITH 'PERFORATIONS LAID DOWNWARD; TEST PM ROPOSED-3_"" OBSERVATION WELL n BRANCHES TO BE SOLID. JE--1 - 5/1/07 BY T. HUTCHINS P.E. // j/ \ 0-8" SILTY LOAM TOPSOIL PIPE. FORCE MAIN - SCHEDULE 40 PVC, SOUP CORE, WITH SOLVENT WELDED 8-24" GRAVELLY SILT LOAM, LOOSE GRAVEL PARKING I ,-' �`' PROPOSED SHALLOW ABSORPTION FIELD; CONNECTIONS OR SDR 26 PVC WITH GASKETED%FITTING CONNECTIONS " "�.♦ ,. (i'0) PIPE—tN--STONE TRENCHES ® 100' / 1 24-35 OLIVE BROWN GRAVELLY SILT LOAM /BOTTOM OF TRENCH EL. 350; ' 35-P" SILT & CLAY, FIRM i - 11 ri 25 INV. DIS�R1BUTION PIPING = 350.5 ROOTS TO 28 t , / I I ��?/ `3S7 �` ♦ / SLIGHT MOTTLING AT 30" / ] \ " / X' / ♦ / DRY TO TOTAL DEPTH 54" 26 I .jp,=,2,3 � 0'8 / 3S — 511/07 BY T. HUTCHINS, P.E.0-12" DARK BROWN SILTY TOPSOIL 12-26 DARK GRA YELL Y SILT LOAM 26-58" OLIVE BROWN SILT, SOME CLAY 58-63" LOOSE SHALE ROOTS TO 35" SLIGHT MOTTLING AT 42" DRY TO TOTAL DEPTH 63" _ r m 7P-3 — 5/1/07 BY T. HUTCHINS, P.E. I / 0—160 DARK BROWN SILT LOAM S � � 16-30" GRAVELLY LOAMY SILT 30-68" OLIVE BROWN CLAYEY SILT ROOTS TO 32" ��`y 1 \\ MOTTLING AT 35" — n�{ 1 \ \ 1� f y ' ' r r TRACE WATER AT 68" 24 \, 0 �I TENNIS "� 3S ' NNIS x r it /0 3C 0 U R TS TP-4 - 7112107 BY CHARLES MAINE, SOIL SCIENTIST x\ r o-34 LOAM\ ` I l`' \ r S r 34-41" — SILT LOAM J i, ' 41-61" — SILTY CLAY LOAM M077UNG AT 37 N r / TP-5 - 7/12/07 BY CHARLES MAINE, SOIL SCIENTIST 0-9" - LOAM 9-33" — SILT LOAM �40 i ` { I 1 T 33-64" — SILTY CLAY LOAM MOTTLING AT 37" TP-6� 7112107 BY CHARLES MANE, SOIL SCIENTIST 0-28 — SILT LOAM / 28-59" — SILTY CLAY LOAM y MOTTLING AT 33" // a � i / / \ ,�-.``` ",,. • / / // I � Q Sapp l i/ ) I � \ � / 3�Zg 3 jr � II'I'=7 — 10112107 BY T. HUTCHINS, P.E., WITNESSED BY DAN RYAN, P.E. VISION ENGINEERING 0-6" — TOPSOIL PRC POSED do r 6-18" — DARK BROWN SILT LOAM, GRAVEL SHALE FRAGMENTS / , � � � / � � ii 23 / 'I ��• /� �i I I I DR BROW INAGE SWALE / 18-300 - LIGHT BRO CLAY LOAM eq� 30-72 - OLIVE BROWN GRAVELLY SILT LOAM, SHALE FRAGMENTS APPROX4VATE rr ROOTS TO 30" 400 EXIS77NQ TREELINE / MOTTLING AT 36" /S 4 / / 000 DRY EN71RE DEPTH / / // PROPOSED q I CLEARING LI y IT / PERCOLATION TESTS 1 / / ! // / / / / / I - J/ ,,w� ' , /� , / �► 1 r BY T HUTCH PP OLAT1ON RATE, 3 M1N1307SEC PER INCH/NS, P.E PT-2 NEAR TP— i 2 511107 BY HUTCHINS, P.E. � ) — T. PERCOLATION RATE = 27 MIN PER INCH 'A r PT-3 - 7112107 BY T. HUTCHINS, P.E. / / / / / / I �� y ' PERCOLATION RATE = 28 MIN PER INCH 7112107 BY T HUTCHINS. P.E. APPROXIMATE EXISTING PERCOLA77ON RATE = 10 MIN 30 SEC PER INCH PROPOSED DISTRIBUTION BOX; DRA/NAGEWAY T.R PT-5 — 10112107 BY HUTCHINS, P.E. FORT MILLER #3 0 EQUAL r PERCOLA71ON RATE = 26 MIN PER INCH /22 / = 4( r / DESIGN TO 20-30 MIN/INCH PROPOSED SHALLOW ASSORP71ON FIELD; I WASTEWATER SYSTEM DESIGN (10) PIPE-IN-STONE TRENCHES 0 100 i DESIGN TO 3 BEDROOM RESIDENCES ALL COTTAGES BOTTOM OF TRENCH EL. 349; Y. / INV. DISTRIBUTION PIPING = 349.5 DESIGN PERCOLATION RATE 21-30 MIN/INCH WATER SAVING FIXTURES ' (1.6 GPF MAX. FLUSH, 3.0 GPM MAX. FAUCETS) DESIGN FLOW — 110 GPD/BEDROOM / ��� / �� / 1 COTTAGE DESIGN FLOW — 330 GPD SYSTEM DESIGN FLOW - 363E GPD LIMIT OF 80,000 SF FILL FILL MATERIAL NOTES SHALLO ABSO P7ION TRENCH NOTES r 11 COTTAGES, 8 INITIALLY, 3 FUTURE, 33 BEDROOMS) AFTER REMOVING ORGANICS, PLACE SYSJAPER M FILL OVER THE ENTIRE AREA OF THIS SYSTEM TILIZES SHALLOW ABSORPTION TRENCHES, CUT ALL TREES, SEPTIC TANK ® EACH COTTAGE — 100E GAL r LEACH FIELD — SHALLOW ABSORPTION TRENCHES DUE TO SH.G.W.T. PROPOSED 3) 2" PVC PROPOSED ABSORPTION TRENCHES AND AREA. SYSTEM FILL TO BE STUMPS AND THER VEGET 71ON AT GRADE AND REMOVE REMOVE STUMPS 20-33 MIN 1N ( I DESIGN PERCOLA77ON RATE _ / l / / SDR-26 FORCE MAINS pT SANDY LOAM FILL OR GRAVELLY LOAMY SAND WI7H IN—PLACE STABILIZED AND EXISTING ORGANIC M IAL FROM SURFACE PRIOR TO PLACING FILL. 01~1dE PERCOLA77ON RATE OF 10-20 MINUTEST PER INCH. FILL MATERIAL SHALL USE TRACKEN EQUIPMENT r FOR ALL WORK IN ASSOPR71ON FIELD AREA. d,� APPLICATION RATE- 0.6 GPD 6 CONTAIN NO ORGANIC MATERIAL OR ST�MtES LARGER THAN 2." FILL TO BE BOTTOM OF TRENCH Tiff r SE INSTALLED AT spmm ELSE nms (AT ABSORPTION AREA REQUIRED REDO SF PROPOSED DISTRIBUTION BOX; i � " " " �� 2 WIDE TRENCH LENGTH REQUIRED 3025 LF 21 ' , I _ / FORT MILLER #3 OR EQUAL STABILIZED 1N S LIFTS TO A TOTAL DEP* OF 18-24 (NOT INCLUDING TOPSOIL) EXISTING GRADE*) To P VIDE 36 OF- SEPARATION TO SEASONAL HIGH , X _; ,,� / / I � USE 30 TRENCHES AT 10o LONG (300o LF) / I/ ABOVE EXISTING GRADE FILL MATERIAL SHALL EXTEND 6 HORIZONTALLY FROM GROUNDWAJ TABLE. r; i THREE SEPARATE ALTERNATING FIELDS THE EDGE OF OUTER TRENCHES TA THE THE FILL AREA AT A 1:4 MAXIMUM r ` .4T 9{ SLOPE TO MEET WITH THE EXISTINGr GRADE. FILL TO BE ALLOWED TO CONSTRUCT DRAINAGE S UPGRADE OF SYSTEM IN ORDER TO DIVERT p3 POTABLE WATER SUPPLY TO BE EXISTING COMMUNITY SYSTEM NATURALLY STABILIZE FOR 60 DAYS PRIOR TO CONSTRUCTION OF ABSORPTION SURFACE R NOFF AR OUN ABSORPTION FIELD. TRENCHES CONTRACTOR TO NOTIFY 44GINEER OF SOURCE FOR FILL MATERIAL AND SUBMIT A SAMPLE PRIOR TO IMPO TING FILL TO SITE SYSTE INSTALL477ON NOTES PROPOSED SHALLOW ABSORPTION FIELD; CONSTRUC71 SHOW SHALL BE AS SHO ON THIS DRAWWG AND IN ACCORDANCE r (10) PIPE—IN—STONE TRENCHES ® 100 WITH THE N)Y.S. DEPAR ENT OF HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS BOTTOM OF TRENCH EL. 349; EROSION & SEDIMENt CONTROL NOTES AND AS7M 1 INSTALLATION OF 7HERMOPLAS77C PPE AND CORRUGATED ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL INV. DISTRIBUTION PIPING = 349.5 1. BEFORE ANY CLEARING OR GRUBBING OF THE SITE IS INITIATED, AND DURING TUBING IN 17C TANK EACH FIELDS ENGINEER IS A VIOLATION OF NYS EDUCATION LAW. EARTHWORK PHASES, SEDIMENT CO 7ROL FENCE SHALL BE CONSTRUCTED AS t 5 APPROVAL CONDITIONS 4/2$/O$ SHOWN ON THE PLAN. AFTER EXCAVATION OFr 2 WIDE TRENCH TO THE DEPTHS REQUIRED, THE 4 ADDED MAINTENANCE PLAN 2/6/08 PROPOSED SEDIMENT CONTROL FENCE; WALLS AND FL OR OFr EACH TRENCH SHALL BE CLEANED AND RAKED IN REMOVE AFTER TURF ESTABLISHMENT 2, AFTER EVERY STORM SEDIMENT 'CONTROL FENCE SHALL BE INSPECTED FOR ORDER TO LOOStN SM RED SEC77ONS OF TRENCH. 3 REVISED PER PLANNING BOARD COMMENTS 12/15/07 FAILURES OR SEDIMENT ACCUMULA TI , AND ANY FAILURE SHALL BE IMMEDIATELY t 2 SUBMITTED TO NYSDEC 11/1/07 CORRECTED. PLACEMENT OF U5HflD STONE; PERFORATED PIPE AND FILTER FABRIC SHALL 0 / _ ` ` I / 6 / I r BE AS SHOWN, A D CARE SHALL BE EXERCISED TO AVOID INCLUSION OF FINE 1 PER PLANNING BOARD AND TOWN ENGINEERING COMMENTS 10/12/07 3. ALL BARE EARTH AREAS SHALL BE SEEDED AND MULCHED AS SOON AS IS GRAINED SOILS A D STE MATERIAL IN THE STONE AND PIPE 0 ISSUED FOR SITE PLAN REVIEW 7/16/07 l \ I' / ti I POSSIBLE TO PREVENT EROSION AND EVERY BARE EARTH AREA SHALL BE 1 / � \ / � r No. Revisions Gate F / I SEEDED AND MULCHED AS SOO AS PRACTICAL TEMPORARY RAPID GROWTH THE PIPE SHOD BE yLAID AT THE GRADES INDICATED, MAINTAINING STRAIGHT \ ; / , r COVER CROPS, SUCH AS ANNU# RYEGRASS MAY BE USED FOR TEMPORARY CONTINUOUS GRAPES WITHOUT SAGS, HUMPS, SEPARATED JOINTS, OR OTHER 20 \ '� / ` SURFACE STA8IUZAAON. UNSUITABLE CONDIT WITHOUT PIPE SHALL BE LAID WITH HOLES DOWN IN ALL ENLARGED SITE PLAN `• jh '/ //' I BASES COMMUNITY WASTEWATER SYSTEM 4. THE CONTRACTOR SHALL COMr LY WITH THE NEW YORK GUIDELINES FOR URBAN r ALL DISPOSA lFIE SHALL BE GRADED TO SHED RAINFALL AND DIVERT EROSION AND SEDIMENT CONTROL AS PUBLISHED BY THE EMPIRE STATE CHAPTER Lf � Prepared For: Takundewide Homeowners Association / Sf' �� I OF THE SOIL AND WATER CONS- 6VARON SOCIETY. SURFACE RU4tOFF A AY FROM THE DISPOSAL FIELD. f / r ♦ � ' // / ` ~� ' r DO NOT.J E HEAVY EQUIPMENT W17HIN THE ABSORP77ON AREA AFTER PIPING Town of Queensbury, Warren County, New York State .�.. L �► "'� / / // / ; / I r HAS N INSTA _' Drawn: LWD Checked: GTH Scale: 1"=50' Date: 2/6/07 / / J / r - / I r 169 Haviland Road - ABSORPTION FIELDS AREA � .... ..L .f .� ... �` SF ..._,,,,sr .,/ / DETAILED SITE PLAN A SO r / Queens6ury, NY 12804 "" am= r l �. I SCALE: 1"=20' r (518) 745-0307 Phone 2� 8$'S2 ,� ! / / 1 \ PROPOSED 3" OBSERVATION WM -,a ... �„ Hutchins Engineering (518) 745-0308 Fox PLACE A 6" LAYER OF NATIVE SILTY PLACE A 6" LAYER OF NATIVE SILTY TYPICAL ABSORB77ON TRENCH LOAM MATERIAL (FREE OF ORGANICS) LOAM MATERIAL (FREE OF OF ORGANICS) OR SILT LOAM FlLIL ON PER FIELD ABSORPTION FIELDS 10 TRENCHES EACH 100' LONG 6° TYP TO TOP OR SILT LOAM FIUL ON LOW SIDES LOW SIDES OF ABSORPTION FIELDS 6' TYP TO TOP 4" MINIMUM TOPSOIL ON —- -__ -- EL. 353' _ — FN 17RE FI !_L_ AREA. SEEP __•___ OF TAPER EL. 353' OF TAPER AND ESTABLISH TURF. TOP OF BED TO SLOPE SLOPE EASTERLY E!. 352' EL. 352 __-_---__� __.__--.-- -__-•- -FROM- .__.__.__...--- - ------------___.._.------__.__-_.-.-----___.___._________-________...___-..._..----_..._�-----_.--_____-- ----_-_..._ .._.__-_ —.__ 351' _LLOPE EL. EL. 35 1 EL. 35OP i - - EL. 350 --__ __--- - — — - = 0 0 _. EL. CENTRAL FIELD L. 348' EL. 348... ---- ... - - - ---- ..- --._.. _ _--- --------. -._ - - _- ---------__ -------- ----------_ _. ------------- ---- - - --- - 3' MIN SEPARA RON EL. 347_ __.....__ ..._- .--_-._.__.--- - --_____ ___._____.------__._-----. ___-... _-- ..... _. ___.___.__.___ _..- -_.._ .- -_--- ...._.-____._..---._ _.-- -_• FROM Bb1'TOM OF TRENCH TO SEASONAL HIGH GROUNDWATER TABLE EL 346' __ L.._.-__._ __._. _..__. ._._ _._._ ..._--------- --..-------------._.._.___.------....___ _...------_.___.__.____---_--- _.-_________._-__ _----_ _.__- _.__.______.._..__._.--------..__.__..__._._ ._.-----._.___ .____._-.----_-------___.-_ - - - 346' S.H.G.T. TABLE MOTTLING) PER TP-2 & 7P-4, EL._345.4 f S.H.G.T. TABLE MOTTLING PER TP_2 & TP-4, EL. 345.4f - _ _ . . L. , EL. 344 ..._._.-_..-__ .- .-----_-_.._--.-------.---___.- __--__----__.__.___...____.....___.-__--- -__.-___-_.___-_- TAPER AREA - MAXIMUM EXISTING GRADE LINE 18-3Q" MECHANICALLY STABILIZED NOTE: INSTALL TRENCHES AT EXISTING GRADE TO EXISTING ORGANICS AND TOPSOIL EXISTING GRADE LINE TAPER AREA - MAXIMUM SLOPE R SYSTEM FILL SYSTEM FILL MATERIAL, STABILIZED MIN. PROVIDE MINIMUM 3' MIN SEPARATION FROM SEASONAL TO BE STRIPPED PRIOR TO SLOPE 1.4. SYSTEM FILL MATERIAL ALL AROUND tNPLACE STABILIZED PERCOLATION RATE HIGH GROUNDWATER TO BOTTOM OF TRENCH (BOTTOM PLACING SYSTEM FILL MATERIAL ALL AROUND N OF STONE) OVER ENTIRE LENGTH OF TRENCH. 3" CAP A SECTION THRU ABSORPTION FIELD 470 VENT WITH ELECTRICAL JUNCTION BOX S-3 SCALE: 1"=3' TOPSOIL CROWN BIRD SCREEN LOCATED OUTSIDE WETWELL. APPROXIMATE POLYETHYLENE EXTENSION TO ALUMINUM HINGED ACCESS SEAL CONDUTS GAS TIGHT. FINISH GRADE GRADE MTN TAMPER ``------ HATCH WITH LOCKING COVER DO NOT LOCATE JUNCTION RESISTANT ACCESS COVER BOX INSIDE WET WELL. —_ INSTALL ZABEL A100 FILTER -)I I' Y�•�. :�- I �'�•"�'' ,-'''�'`:''-':'''�. _ 1' THICK CLAY 12" MIN. COVER SUCH THAT IT IS READILY — '"'�: ` `err . .�:�: ,�r�,�<<>Yz �I DRAINAGE REMOVABLE THROUGH TANK I I( �w<<��,� •k:�:-• =I BARRIER GALVANIZED STEEL LIFTING CHAIN ACCESS COVER — ~ ' „ _ 4 , A, „ .�.� , •.- , SO SCH 80 PVC 4" PVC SCH. 40 2" " I ;;" :�: � wK ;t4:; PIPE AE i EL. 331.0' INLET 4 PVC SCH-40 �► °=� LIQUID LEVEL OUTLET TO SEWER MIN. SLOPE CONNECTION —I ' s1• e� " �� NA77VE BACKFILL 1/4" PER FOOT • ' MIN. SLOPE 1/8" PER FOOT _I 0 16" '" SEPARATION FABRIC, WATERTIGHT SLEEVE i8 MIN• (( (I AND SEAL (TYP.) ' : I I N 60AOR EQUAL 6' (2,250 GALLONS) EMERGENCY 4 STORAGE ABOVE HIGH HIGH LEVEL w ? Q •I�I I� CRUSHEWA SHEDD STONE AND WATER SHUT OFF LIFT OUT GUIDE RAIL SYSTEM n — I I= o ZABEL A100 GATE VALVE WITH EXTENDED HANDLE 1000 GAL PRECAST _ OPERATOR TO ACCESS FROM OUTSIDE CONCRETE SEPTIC TANK SERIES FILTER I I I- 3 0 SCH 80 PVC 6" PVC INLET (TYP 3), SEE PLANS STATION II: BOTTOM 4' FOR ELEVATIONS AND ORIENTATION .. -I I � PIPE, SLOTTED MINIMUM 2X WIDTH —. MAXIMUM 4X WIDTH i i SECTION r - OBSERVATION WELL DETAIL CHAMBER WITH SEPTIC TANK NOTES N75 8' I.D. PRECAST CONCRETE 2" MIN. DROP INTEGRAL BASE AND FLAT SLAB TOP. AS ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW REMOVBABLE ACCESS PORT !N 12" MIN. COVER 3 MANUFACTURED FL FORT MILLER OR YORK STATE DEPARTMENT OF HEALTH AND SHALL BE OF PRECAST BETWEEN INVERTS CONCRETE AS MANUFACTURED BY FORT MILLER OR EQUIVALENT. REMOVABLE COVER COVER EQUIVALENT (NO LADDER RUNGS) DISTRIBUTION BOX 2" SDR-26 PVC FORCE MAIN (TYPICAL 3) ALL STRUCTURES SHALL BE PLACED ON FIRM, COMPACT SAND OR PROVIDE 5' MINIMUM FROST PROTECTION GRAVEL BASE. WHERE EXIS77NG SOIL CONDITIONS ARE UNSUITABLE, 4"t OVER ENTIRE LENGTH OF FORCE MAIN CRUSHED STONE SHALL. BE PLACED AS NECESSARY TO ACHIEVE A HIGH HIGH LEVEL, WATER CONCRETE BAFFLE SERVICE OFF - 325.0' FLEXIBLE COUPLING STABLE BASE. 23" IF RE R FITTING WYE 45' IF REQUIRED LAG PUMP ON HIGH SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL BE OF EXTRA 2" SDR-26 PVC INLET OR 60' 45' OR 30' BEND ALARM ON - 324.0` PITLESS ADAPTER HEAVY CONSTRUCTION DESIGNED FOR H-20 WHEEL LOADING AS REQUIRED LEAD PUMP ON ''�---.._,_ � ALL JOINTS MUST BE SEALED. 4.8" 4" SDR-35 PVC SOLID PIPING CHECK VALVE SEPTIC TANK DETAIL TO AB ORP7 O MIN.TRENCHES; 323.0' DISTRIBUTION BOX TO BE #3 LOPE 4" HOUSE LATERAL SUBMERSIBLE EFFLUENT NTS DISTRIBUTION BOX AS MANUFACUTRED USE SPEED LEVELERS TO CONNECTI0N AT PUMPS s OFF PUMPS - TYP 3 CONCRETE STRUCTURES NOTE BY FORT MILLER OR EQUIVALENT. ASSURE ALL OUTLETS ARE IO PRECAST CO EXACTLY THE SAME ELEVATION (— ALL 2 PIECE CONCRETE TANKS MUST BE WATER-TIGHTNESS TESTED BY FILLING DISTRIBU71ON BOX DETAIL FLOAT SWITCH WITH WITH WATER TO ABOVE THE JOINT LINE FOR A MINIMUM 24 HOUR PERIOD. NTS 4" MIN TOPSOIL OVER THE EN77RE ABSORPTION PLAN WEIGHT (TYP.) FIELD, SEED AND ESTABLISH TURF WATER TIGHT PLASTIC FILTER FABRIC ELEVA77ON HEAVY DUTY MANHOLE FRAME & MIRAFI 14ON OR EQUIVALENT PUMP STATION NOTES COVER CAMPBELL #1009 OR EQUAL MANHOLE COVER INSERT PUMPS TO BE EFFLUENT PUMPS RATED AT A "� ' - - MINIMUM OF 50 GPM AT 65 FEET OF HEAD. 3'-O MIN. PUMPS TO BE GOULDS MODEL 3885, 22011160, M 12" MAX. AS E IR BEND COVER 1.5HP, ORDER NUMBER WE15H OR EQUAL. � FINISHED GRADE AS REQUIRED m I CONCRETE BRICK COURSE AS 630 . �\ �1� MIN. GRADE {i/8" /FT.) PUMP CONTROL PACKAGE 71D BE SUPPLIED BY � REQUIRED (2 COURSES MIN.) - MANUFACTURER. THREE PUMP CONTROLLER TO ' I AUTOMA77CALLY ALTERNATE BETWEEN PUMPS 2" MIN. �pa SLOP DO W000 r AUDIBLE AND VISIBLE ALARM TO BE AC77VATED WHEN LAG PUMP TURNS ON. SECONDARY HIGH :s•_ /\ HIGH AUDIBLE. VISUAL AND DRY CONTACT ALARM UNDER PAVEMENT \ AUTO DIALER AND CLOSE VALVE ON / PRECAST REINFORCED CONCRETE—",-. ONCRETE :, TO �� p \� 4" HOUSE LATERAL F ACTIVATE A :• :. = L COMPACT TA FILL FACILITY WATER SUPPLY. / : ::;.. 95?6 STANDARD \-4" " " CONNECTION ECCENTRIC CONE SECTION . .- � PERFORATED PVC LATERAL, • �� CONTROLS TO BE LOCATED IN THE WATER " PROCTOR DENSITY IN (xjPCJc� O SLOPE 1/16 1/32 PER FT. EUD PIPE BEDDING AS TREATMENT EQUIPMENT ROOM IN THE LAUNDRY / 2" OUTLET MAX. 12" LIFTS JOINT SEAL WITH CAP REQUIRED BUILDING. FLEXIBLE BUTYL ROPE 3 4" To 1 ? 2" NEWy MAIN SEWER SEON PUMP STATION WILL BE PROVIDED WI7H STANDBY — - 42" / / ABSORPTION TRENCH PROFILE POWER THROUGH EXISTING GENERATOR SYSTEM �— - CRUSHED STONE / NTS ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL PUMPS TO BE INSTALLED WITH A TRIPLEX GUIDE RAIL SYSTEM INCLUDING GUIDE RAILS, DISCHARGE t 12" ENGINEER IS A VIOLATION OF NYS EDUCATION TAW. — PIPING, QUICK DISCONNECT PIPING ADAPTORS. _ " MOUNTING HARDWARE AND LIFTING CABLE 4 MIN TOPSOIL OVER THE INLET SEWER ENTIRE ABSORPTION FIELD; APPROVAL CONDITIONS 4/28/48 7HE FOLLOWING MEANS OF DUPLICITY AND SAFETY ' 1 SEED & ESTABLISH TURF OVERFILL TO / HAVE BEEN INCORPORATED IN 70 PUMP STATION 4""' ADDED MAINTENANCE PLAN 2/6/0$ DESIGN IN ORDER TO PRECLUDE ACCIDENTAL ` BACKFILL FREE OF ALLOW FOR SPILLAGE OF WASTEWATER: , PRECAST MANHOLE SETTLEMENT 3 REVISED PER PLANNING BOARD COMMENTS 12/15/07 ___ — SECTIONS DESIAST MED FOR STONES OVER 3" 2 SUBMITTED TO NYSDEC 11/1/07 THREE SEPARATE PUMPS; EACH WILL / 2" OUTLET H-20 HIGHWAY LOADING 5" 4'-0" 5" HANDLE DESIGN FLOW. 1 PER PLANNING BOARD AND TOWN ENGINEERING COMMENTS 10/12/07 STANDBY POWER TO PUMP STATION. � � AS REQUIRED IN• PRECAST MONOLYTHIC 0 ISSUED FOR SITE PLAN REVIEW 7/16/07 (5' MAX) PIPE DIA. 2� T• M BASE SEC77ON HIGH LEVEL ALARM \ °•• TROUGH TO BE STEEL TROWELED FILTER FABRIC � No. Revisions date W17H UTODrALER \ -I- TO A SMOOTH SURFACE MtRAF/ UAL 2' TRENCH WIDTH HIGH HIGH LEVEL ALARM A (� OR EQUAL DETAILS AND FACILITY WIDE WATER SHUT OFF. a tp 2.250 GALLONS EMERGENCY STORAGE ABOVE COMMUNITYWASTEWATER SYSTEM _ ' - ` 0.801A. OF PIPE 1 -0 2" MIN. ° WATER SHUT OFF LEVEL. I - '• _ - - - � ,_i i„���i�� o aoc�000 � .= _; � � Prepared For: Takundewide Homeowners Association PLAN -- 0 12" CRUSHED Op 8 ,�� " 0 p0� N ` g STONE Q�� 0 II) PROVIDE FLEXIBLE WATERTIGHT 6 Of d�oo Town of Queensbury, Warren County, New York State DO = SLEEVE AT WALL PENETRATIONS Do n o - = _ _ _ 0 ,I' (ASTM C-923) OR EQUIVALENT �— 3/4" TO 1-1/2" Drawn: LWD Checked: GTH Scale- NTS Date: 2 6/07 I LU , �,._ E. .-11 iTilMl1 I1 -��.--in-111-1111 �� „� �� CRIISHFn STONE z ABSORPTION TRENCH SECTION 169 Havlland Rood 29188-S3 i MANHOLE DETAIL (518)"745-0307 Phone PUMP STATION DETAIL NTS NTS NTS Hutchins Engineering (518) 745-0308 Fax