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2013-320 TOWN OF QUEENSBURY vivo 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF COMPLIANCE Permit Number: P20130320 Date Issued: Monday, January 04, 2016 This is to certify that work requested to be done as shown by Permit Number P20130320 has been completed. Tax Map Number: 523400-239-015-0001-001-000-0000 Location: 16 Rocky Shore Dr Owner: SEARS FAMILY TRUST Applicant: SEARS FAMILY TRUST This structure may be occupied as a: Septic Alteration Residential By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Compliance DOES NOT relieve the ( J ig#°t 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 Foro 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20130320 Application Number: A20130320 Tax Map No: 523400-239-015-0001-001-000-0000 Permission is hereby granted to: SEARS FAMILY TRUST For property located at: 3106 STATE ROUTE 9L 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: SEARS FAMILY TRUST Septic Alteration Residential JAMES & ELSA SEARS TRUSTEES Total Value 13212 AVENIDA LA VALENCIA POWAY, CA 92064-1908 Contractor or Builder's Name/Address Electrical Inspection Agency MORNING STAR SEPTIC 793-2290 744-8139 107 JEWELL Rd GANSEVOORT NY 12831-0000 Plans&Specifications 2013-320 SEPTIC alterations $40.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Friday,July 18,2014 (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 f Que bu Th d July 18,2013 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement Office Use Only Town of Queensbury Building & Codes Received: SEPTIC DISPOSAL PERMIT Tax Map lO. 3 t Jr_ "/ Permit No.: / 3",-3 eLID A permit must be obtained before beginning construction Permit Fee: $ �dci perti Approvals: Applicant: JAMES T. SEARS Installer/Builder MORNING STAR EXCAVATING Address: 16 ROCKY SHORE ROAD Address 208 JEWELL ROAD LAKE GEORGE NY 12845 GANSEVOORT NY 12831 Phone: (518) 668-5123 Phone (518) 744-8139 Owner: SEARS FAMILY 1980 TRUST Location of Installation 16 ROCKY SHORE ROAD Address: 16 ROCKY SHORE ROAD ')Is451) 7 LAKE GEORGE NY 12845 Phone (518) 668-5123 e_ X " oil Contact Person for Building&Code Compliance: Day Phone: Residence Information: Year Built #of Bedrooms x Gallons per bedroom =Total Daily Flow 1980 or older x 150 = Garbage Grinder installed? NO 1981-1991 x 130 = Spa or Hot Tub Installed? NO 1992-Present 4 x 110 = 440 Parcel Information: Topography X Flat Rolling _Steep Slope %Slope Soil Nature Sand X Loam Clay Other Groundwater At what depth? 24" Bedrock/Impervious Material At what depth? >40" LAKE SUPPLY Domestic Water Supply Municipal Well(if well,water supply from any septic system absorption is ft.) Percolation Test Rate- 12:0 0 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 engineer or architect (unless installed in a Planning Board approved subdivision). Tank size 1,25 0 gallon(minimum size 1,000 gallons),add 250 gallons to size of septic tank for each garbage grinder,spa or whirlpool tub System Type: Absorption Field(with#2 stone) Total length ft. Each trench X Seepage Pit(S)(with#3 stone) How many? Size? AlternativeSysten Bed or other type? 15' x 35' BED IN STABILIZED FILL Holding Tank System Total required capacity? Tank size? #of tanks? NOTE: 1)Alarm system and associated electrical work must be inspected by a Town approved electrical inspection agency-see Certified Electrical form on Town website; 2) Effective as of March 23, 2006 Septic System-As Built Plot Plan: The Building Department will no longer allow systems to be covered until such time as an As-Built Plot Plan is received and approved by the Building Inspector. The installed system must match the septic system layout on file. There will be no exceptions. 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 Queensbury Sanitary Sewage Disposal Ordinance. Print Name: jt - C(iltA_-_ ' ___ "--- Date: 7/17/2013 Signature: i Date: Town of Que n bury Bu'Idin &Codes S-ptic Dis•osal .nit518-761-8256 Town of Queensbury Building &Code Enforcement SPoF Lv Office No. (518)761-8256 -CoM ,,At ` ©FF1(C Septic Inspection Report t G i l) 0G fitt% Inspection request received: ill i 141.-c S Name: a--ra-Q. Inspected on: 1,7 -5C)- 15 Location: 1 b 0 c S qJ ' Arrive: n p.m. Permit No.: Ix tb'3 1-1' Inspector's Initials: C m nts and/or dia ram 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 lowctis 0, Opening Sealed: _Y_N B End Cap _Y N a Inlet/Outlet Pipes&Baffles Y N Manholes 12"or less below grade Y_N [provide extension collar if Yes] Y_N Location/Separations Foundation to tank ft. Foundation to absorption ft. Separation of Pits ft. Conforms as per Plot Plan Engineer Report and As-Built iN ETU Maintenance Contract provided Y N " 6 J ti'T \° 17 Location of System on Property: Front R Left Side Right Side Middle Front Middle Rear S stem Use Sta s: 0 '& � t.53v Approved Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved Septic Inspection Report illiin of Queensbury Building &Code Enforcement Office No. (518) 761-8256 Septic Inspection Report Inspection request received: `7 Name: S a o1 r S Inspected on: Location: / Le RD C fi S(1)1,r 'E, A CiA Arrive: a.m.I p.m. Permit No.: 13 -3 ao Inspector's Initials: 6.1'` Comments and/or diagram Soil Type: Sand/Loam/Clay Type of Water: Municipal/Well Water i'-P '-7- 13-I 1 Waterline separation distan - ft. Well separation distance ft. Other wells: / ft. /5 Well Casing Length 0'+/- Y N N/A [150'to well requir if NO] / Absorption Field. Total length ft. Length of each rench = ft. Depth of trenc es ft. '9 Size of Stone Seepage Pit . Number \ J"'' Size: f r. x Stone Size: PSC--'1.j(6°%kt 7 k"'‘-)-o .4‘,-75" -'''-6*‘d',.7< 3°I,1%*--5 C PC-''''''':<:.—."'''''''' Piping Size Type Building to t:nk ., "` Tank to Dist ibution Box .� Distribution s A ox to Field I Pit �� Opening Se.ed: Y N End Cap Y N Inlet/Outlet Pi es&Baffles Y N 4 Manholes 12" ,1r less below grade Y N [provide extens on collar if Yes] Y N kfl Location/Separ.ions Foundation to tank ft. Foundation to absor tion ft. Separation of Pits ft. Conforms as per Plot Pla Y N Engineer Report and As-Built Y ETU Maintenance Contract provided Y N Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear System Use Status., -pert -. 'artial Approves - needs to be re-inspected, please call the Building&Codes Office .:. .,es Septic Inspection Report -t e. / )121A1- 1 -----_____:___--- _ Septic Inspection Report Office No. (518) 761-8256 Date Inspection request received: 1 f -5 cl/3 Queensbury Building &Code Enforcement Arrive: am/pm Depart:am/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: i NAME: 5- ' j PERMIT NO.: l J '3 4 1-Y, LOCATION: J( 14-(:4-1 S -0,_ f'_i INSPECT ON: _41_34 3 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 [150'to well required if NO] Absorption Field: Total length ft. Length of each trench ft. 2 -c�'9.Th a) S.1 '" Depth of trenches ft. Size of Stone �Z e Seepage Pits: Number Size: Ict h`stle- Stone Size: C"Z co ._ Piping Size Type Building to tank ' -___. S,4; fJA "' Tank to Distribution Box Distribution Box to Field/ Pit Opening Sealed: _._Y N End Cap V1( N c a 1\ 4,s Inlet/Outlet Pipes&Baffles V�( 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 Conforms as per Plot Plan Y N �� V''v1 J"' " g--)QLtrZ Engineer Report and As-Built _Y N ETU Maintenance Contract _Y_N `- provided � "' Location of System on Property: Front Re Left Side Right Side Middle Front Middle Rear stem U Stat : Approved Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved L:\Pam Whiting\2010\Building Codes Forms\Inspectiion Forms\Septic Inspection Report_03 29 10.doc Septic Inspection Report Office No. (518)761-8256 Date Ins on request received: Queensbury Building&Code Enforcement Arrive: /""GJ am/pip, Depart: am/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: J/ NAME: S& . S PERMIT NO.: /3 LOCATION: I IQ ; IS .S �c'e E^ INSPECT ON: fit) 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 [150'to well required if NO] Absorption Field: Total length ft. Length of each trench ft. Depth of trenches ft. Size of Stone ' �, 0/t 4-I' Seepage Pits: Number er 1 / Size: x E?� iKe c, S�Te na Stone Size: Piping Size Type e Building to tank S s b Tank to Distribution Box -4 n.,4 / Distribution Box to Field/ Pit Opening Sealed: _Y T 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 ft. Conforms as per Plot Plan _..Y N 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 System Use Status: Approved 17 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 Reporit_03 29 10.doc nw- SITE SOILS DATA WASTEWATER SYSTEM DESIGN MAP REFERENCES TEST PITS FOUR BEDROOM RESIDENCE 1. "MAP OF LANDS OF JOHN P. & DIANE H. MATTHEWS" TP-1 — 6110113 BY T. HUTCHINS, P.E. BY COULTER & McCORMACK LAND SURVEYORS OF ' WATER SAVING FIXTURES (].f GPF MAX FLUSH, z STONE/GRASS SURFACE 3.0 GPM MAX. FAUCETS) GLENS FALLS, NY DATED DECEMBER 14, 1995. 0-8" — TOPSOIL DESIGN FLOW — 110 GPD/BEDROOM� 2. "MAP OF LANDS TO BE CONVEYED BY HAROLD E. &4 8-20" — GRAVEL FILL WITH COBBLES & BOULDERS « " SYSTEM DESIGN FLOW — 44CI GPD ELIZABETH J. ROCKLIN TO JOHN P. & DIANE H. 20-25 — ORIGINAL TOPSOIL SEPTIC TANK — PROPOSED 1,250 GAL PRECAST CONCRETE MATTHEWS" BY COULTER & MCCORMACK LAND v 25-38" — OLIVE BROWN SILT & CLAY MOTTLING AT 25" PUMP STATION — PROPOSED E/ONE DH071-61 GRINDER PUMP SURVEYORS OF GLENS FALLS, NY DATED SEPTEMBER DRY, NO WATER LEACH FIELD — ABSORPTION BED 9, 1992• ` TP-2 — 6110113 BY T. HUTCHINS, P.E. DESIGN PERCOLATION FATE = 1-5 MIN/IN (FILL MATERIAL) 3. "TOPOGRAPHIC MAP OF LANDS OF EVELYN B. WEBER" TOPSOIL APPLICATION RATE= 0.95 GPD/SF BY GLENN B. COULTER DATED AUGUST 5, 1960. 8-25" — GRAVEL FILL W17H COBBLES & BOULDERS ABSORPTION BED AREA REQUIRED = 463 SF 25-40" — OLIVE BROWN SILT CLAY LOAM ABSORPTION BED AREA PROVIDED = 15'X35' = 525 SF WATER ENTRY AT 24" POTABLE WATER SUPPLY IS ,LAKE SUPPLY 7P 3 T HUTCHINS,— 6/10/13 BY P.E. W C WOODS OVER 0 TOPSOIL LOAM 14-38" — OLIVE BROWN SILT & CLAY LOAM " MOTTLING AT 22" a ROOTS TO 27" PRESUMED SEASONAL HIGH WATER TABLE AT 24" • Y PERCOLATION TESTS PT-1 — 6110113 BY T. HUTCHINS, P.E. / - r "; !2111 STABILIZED PERCOLATION RATE: 12 MIN. PER INCH / • LOCATION MAP SITE LOG477ON • NTS / ` 110pO 100, 1001 EXISTING UTILITIES, WATER& EXISTING RELOCATE EXISTING DRAINAGE PROPANE.FIELD VERIFY DRAINAGE DITCH DITCH TO PROVIDE 20'MIN. 0 LOCATIONS PRIOR TO EXCAVATION d � SEPARATION TO TOE OF SYSTEM FILL PROPOSED EIONE DHO71-61 GRINDER PUMP ASSEMBLY �� \ \ PROPOSED HOUSE SEWER BASTING SEEPAGE PIT TO BE ` PUMPED,B4aMLLED AS PROPOSED 1-112"FORCEMAIN \` NEEDED,AN.l;ABANDONED "1 t ' / EX[StING DRAINAGE PROPO;CED 1-112" RCEMAIN '�`i'*' ��� DITCH TO BE RELOCATED REPLACE STONE WALKWAYS TA�Y � PROPOSED 1,250 GAL.PRECAST AND DRIVE AREA UPON CONCRETE SEPTIC TANK SHED INSTALLATION OF FORCEMAIN PROPOSED EFFLUENT SEWER / PROPOSED DISTRIBUTION BOX / �\ APPROX.TOP OF FILL \ / ` TON n APPROX.TOE OF FILL ;� ':' ��`�� •�;�c 1 OF QUEE B PROPOSED 1Sn5' o log U����lVl7 AWRPTION BED 25 / C p %ZIA.11, Reviewed By �• .� � ,cK pate: �ls St- o A � A I b/ HUT A Q �U f WLll F-i �I fU_ r to GEORGE S 120 59 _ ETAX MAP # 239.1511 e, 3-13�o �' �,• phi / ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW. 11-01 WASTEWATER SYSTEM PLAN 0 ISSUED FOR PERMIT 7/16/13 SCALE 1"=20' No. Date WASTEWATER SYSTEM PL AN & DETAILS prepared for.- Dig %Safely. James T. Sears New York 16 Rocky Shore Road ■Cali Before You Dig Town of Queensbury, Warren County, New York 0 V+aR The Requlmd Time ®t onflrm UtlOty Response Drawn: DAG Checked: GTH Scale: SCALE Date: 6/18/2013 ®F espeot The Marks i I ig Wtth cure 169 Haviland Road ��++.1 800■962.7962 Queensbury, NY 12804 29714-0 —�7 1 ww t drgsefiiynewyork cam (518) 745—0307 Ph on e Hutchins Engineering 518 745-0308 Fax D APPROXIMATE TOE OF FILL w w \ • / k k 921 \ / \ SEPTIC TANK NOTES SYSTEM INSTALLATION NOTES ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK STATE CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING AND IN ACCORDANCE WITH THE DEPARTMENT OF HEALTH AND SHALL BE OF PRECAST CONCRETE AS MANUFACTURED N.Y.S. DEPARTMENT OF HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS AND ASTM F481 / 3' MiN. TYP. APPROXIMATE TOP OF FILL \ BY UTOPIA ENTERPRISES OR EQUIVALENT. INSTALLATION OF THERMOPLASTIC PiPE AND CORRUGATED TUBING IN SEPTIC TANK LEACH — — — — ALL STRUCTURES SHALL BE PLACED ON FiRM, COMPACT SAND OR GRAVEL BASE FIELDS. I WHERE EXISTING SOiL CONDITIONS ARE UNSUITABLE, CRUSHED STONE SHALL BE 3' MIN. TYP. 35' BED LENGTH 3' MIN. TYP. 1 PLACED AS NECESSARY TO ACHIEVE A STABLE BASE. PRIOR TO EXCAVATION, CONTRACTOR IS TO CONTACT DIG SAFELY NEW PORK TO LOCATE ANY EXISTING UTILITIES. t i.,�:i n� '! Z%v''�'S\Ze`r\ ,.--% ?• .,\i"C',:( 7:i \✓. ��' - S! cl.�>y,;�l `<^,- ,!_� \t 4r. ,<.J�.>= i"2. ': S.+T,v'-t-j;^�,1,�;.•jJr-•..J�^Z�(y•••,i t�,.�•..•t�:, y^. , jK;}.�5� ,,t:'^. i r.•y,jK-^'t J;' E� �t,,,.,,�•••,:�1-�,�„-•,� <,: SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL BE OF EXTRA HEAVY CONSTRUCTION DESIGNED FOR H-20 WHEEL LOADING. AFTER EXCAVATION OF 15'X40' ABSORPTION BED TO THE DEPTHS REQUIRED, THE WALLS ��G� .�., ..;; �� -,,. : rr� �; ; G•. �. �Y,y ;�.. �� t-,., t� . AND FLOOR SHALL BE CLEANED AND RAKED IN ORDER TO LOOSEN SMEARED AREAS OF �f EXISTING TANKS TO BE REUSED ARE TO BE PUMPED TO VERIFY THAT ALL SOIL. I I PENETRATIONS AND TANK STRUCTURE ARE WATER TIGHT. ,'"i.--'t 1.t 7�11 ;t�i ,.!�i l �� t a1 r� J,�, ,si, � ,� I .��' �� "`�.3� .,�•'`� ..� .`.�, t �J, ,. ^ z �fi''� ^ ' �: � ^ s �' ,�, :r ?� ' , YC PLACEMENT OF CRUSHED STONE, PERFORATED PiPE AND FILTER FABRIC SHALL BE AS DISTRIBUTION BOX ,;r ' `� : ..... : 3 r- ' � ' ., ., - ,>2.5 I I ALL JOINTS MUST BE SEALED. SHOWN AND CARE SHALL BE EXERCISED TO AVOID INCLUSION OF FINE GRAINED SOILS AND II ,, t. / f i't 1`: •: '�'� f� \ ,IK ,e }, .�''\ :.}.ti�tJ t' T- tl 1 'ri�r , 'T_c :t >. : I, 'f I I xlo WASTE MATERIAL 1N THE STONE AND PIPE. 1-_ ' ^ 11� c ( >` ,r. ,^; "\ j a,e i ,\.4^ '� ^t 3'r g-.,. ^ - .,'F ,�'C,;i, j-:, ^' n<. Gam" •^ .t 15' BED WIDTH THE PIPE SHOULD BE LAID AT THE GRADES INDICATED, MAINTAINING STRAIGHT CONTINUOUS i \5 '\ t is'r ` , ! 1��, 3 ( GRADES WITHOUT SAGS, HUMPS, SEPARATED JOINTS, OR OTHER UNSUITABLE CONDITIONS. .� `_,.' I ! ;C,�. l ^ `, `-�'.��r .� r !, `:�`C, \'ti, ^ - t! �Y \ \ ,. '\ n,3, �! ., .���• 4 PERFORATED �� , , � - t t b ,, t SEAL ALL TANK OPENINGS WATERTIGHT PIPE PUMP STATION NOTES SHALL BE LAID WITH HOLES GOWN IN ALL CASES. PIPE TYP. ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL AND DIVERT SURFACE RUNOFF PROVIDE AND INSTALL UL LISTED PACKAGED PUMP CONTROL PANEL MTH VISUAL I AWAY FROM THE DISPOSAL FIELD.AND AUDIBLE ALARM. INSTALL CONTROL PANEL INSIDE HOUSE IN ACCESSIBLE LOCATION. 5 DO NOT USE HEAVY EQUIPMENT WITHIN THE ABSORPTION AREA AFTER PIPING HAS BEEN ! INSTALL POWER & CONTROL WIRING TO CONTROLLER WITH ALARM IN HOUSE IN INSTALLED. .t.'\•.f i .�5n..i', vt fin'. 5_,>1. • r ..�!'"\ M i .\bC'S• L�• ti.ix• ,cC <..:� f^• t <,,-Cry' . l t -' • ACCORDANCE WITH NATIONAL ELECTRIC CODE (N.E.C.) REQUIREMENTS. THE WASTEWATER TREATMENT SYSTEM IS DESIGNED AND APPROVED BASED UPON THE \ SET ALARM LEVEL AS INDICATED. INSTALLATION OF WATER CONSERVING FIXTURES AND A DESIGN FLOW OF 110 GPD PER BEDROOM. THE SYSTEM IS NOT DESIGNED TO ACCOMMODATE EXTREME WATER USE APPROXIMATE TOP OF FiLL / LIQUID VOLUME BETWEEN "PUMP ON" AND "PUMP OFF" TO BE 8f GALLONS. FIXTURES, SUCH AS JACUZZI-TYPE SPA TUBS OR WATER TREATMENT EQUIPMENT. THE 3 MIN. TYP. INSTALLATION OF NON-CONSERVING WATER FIXTURES OR EXTREME WATER USE FIXTURES iS _ PUMP TO BE E�ONE OH071-61 GRINDER PUMP. CONTRARY TO THE APPROVAL OF THIS WASTEWATER TREATMENT SYSTEM. w w / VERIFY EXISTING ELECTRICAL SERVICE PRIOR TO PURCHASING PUMP. ROOF, FOOTING, GARAGE, CELLAR AND SURFACE WATER DRAINAGE MUST BE EXCLUDED \ 911 x X / AN ELECTRICAL INSPECTION BY CERTIFIED ELECTRICAL INSPECTION AGENCY IS FROM THE WASTEWATER SYSTEM. \ REQUIRED PRIOR TO START-UP OF PUMP STATION. ELECTRICAL INSPECTION SEAL 1S TO BE AFFIXED TO PUMP STATION CONTROL PANEL.' CONSTRUCT DRAINAGE SWALE UPGRADE OF SYSTEM iN ORDER TO DIVERT SURFACE RUNOFF AROUND ABSORPTION FIELD. APPROXIMATE TOE OF FILL SYSTEM MATERIAL SPECIFICATIONS ABSORPTION BED PLAN FILL MATERIAL NOTES "SYSTEM FILL" MATERIAL SHALL BE SAND OR SANDY LOAM WITH IN-PLACE HOUSE SEWER PIPE NTS PIPING TO BE 4". SDR-35 OR SCHEDULE 40 PVC, INSTALL WITH 1/4" PER FOOT MINIMUM PERCOLATION RATE OF 3-5 MIN/INCH. SYSTEM FILL MATERIAL SHALL 8E INSTALLED SLOPE. 3' MIN. 15' BED WIDTH 3' MIN. AS NEEDED TO PROVIDE 3' MiNIMUM SEPARATION TO SEASONAL HIGH GROUNDWATER EFFLUENT SEWER PIPE 6" 2.5' TiP• 5' TYP. 4" MIN. TOPSOIL TABLE. TAPER AREAS SHALL BEGIN 3' MINIMUM FROM THE EDGE OF THE PIPING TO BE 4" SDR-35 OR SCHEDULE 40 PVC. INSTALL WITH 1/8" PER FOOT MINIMUM ABSORPTION BED AND EXTEND TO EXISTING GRADE WITH A MAXIMUM SLOPE OF 1:3. SLOPE. " �� '-a - �• : � - -: �; ar;. 4y; ,;� ,; ,� - ;: ONLY USABLE FILL MATERIAL SHALL BE INSTALLED BENEATH THE ABSORPTION BED ABSORPTION BED PERFORATED PIPE 1:3 MAX `•30 ' •c .� 1:3 MAX .�, ~_ ,; , ,� _ ,� M• ,,• UNLESS OTHERWISE SPECIFlED, PERFORATED PIPING TO MEET ASTM F481. � c = -z =� � ti ., -��� " '.: t .�v �' _-� AND TAPER AREAS. ,,�� �•+�::. .�,' •MAX Yam. , 3't SYSTEM ��!• :a`��-t�-: ABSORP77ON BED AGGREGATE Y w S•• "X _ ,. f' l.i ,._.i-t"�.P, '•.T-'!'?. _i'z N_N•,P'•_i .I r r/`'.i,•,_J J .t••;i .i-'•:i`:?`;.- i,. . . '. =i`• -i`'.�":.- )".. •4a� �!Vrt-•.a " " � +',�' - • t ,,. .•; ri a... L nNiA.'i ,. a�;- t. ;r• F.y1.L�L MATERIAL .mat .~. , , ��' FILL MATERIAL IS TO BE MECHANICALLY STABILIZED WITH TRACKED EQUIPMENT IN 6" STONE IS TO BE 3/4 TO 1-1/2 WASHED STONE. <� •w.� �rK.1�•<^'+`�'rt,• 'YiC '12•'�'' },k�'� �..,�•j•GY if +:• S: . 'sl � ••:' 'xyi�I +.• ��.• `2 ' �y M r! {• �\[r' +`'•t '�` rnM'• �S.'�•`'.`�. FILTER FABRIC - dr'EX►STING GRAD >� •:T -'• x�` ram- ' '� - ° "r�`�r' r• ' • , :� ' LIFTS PRIOR TO INSTALLATION OF TRENCHES. _.. ,. OBE 4.8 O SY NON WOVEN SEPARATION FABRIC, TENCATE M/RAFI 140N .. _T -3 MIN. TO .,EASONAL _ . -T _. = EQUIVALENT. ::�T -_•-_':,_ _ .�-,_.:._ _ -_ - - PROPOSED S OF USABLE FILL MATERIAL HIGH GROUNDFORCEMIN WATER INSTALLER TO NOTIFY ENGINEER OF SOURCE R QUi AL - _,_. PRIOR TO TRANSPORTING O SITE 2 SDR-11 HOPE. _.._.:�,:_:,;-t._:-:,_:.�.,_,,,-„_..,,,_:-:,J•._ ,-,,,_,-,.._,_..,_;:-::_,t--.._. _., -.,t-:,,1--1 --.:_ ::_,.- ., ,. -1-i SEASONAL HIGH :I_. r ."-�f.Y1::^.'.�.�'_lil�T�.�:_4'�.�Yi:-: ... :':I:—�_'.��'.Iif��:i .: ._,.t. 'aW�►.-:..�' ��:.:-�—:'I.YI�� Wi!�i. .V,�I.�'.�•� ► r4+IW..:�. =•.!�4�:i�ii� :'�Ilw� , � �.. �f,�: r-»--- PIPING TO BE 1 1/ BACKFILL MATERIAL FILL REQUIRED TO PROVIDE COVER OF SEPTIC TANK AND HOUSE SEWER PIPE MAY .. ., ., .. r .,---i, . . �-- .. :. .: .... .I ,,__..... .... .__, _...._..___. :._ ._...:._ .._. ._......_.,..._ .... - .._.: .. _...:._t_ .._.:,_._ .:_._: L_ ':_ .,.__:`�� -,r_ ._:._... �; Ec- L :.:-.. __•,.__: , t..-:-,::. 1--- .=;si-.-i?_,;.. _1.. . " TO BE GRANULAR BACKFILL MATERIAL WITH NO PARTICLE GREATER THAN 2 ' BE NATIVE MATERIAL OR OTHER MATERIAL WHICH IS NOT NECESSARILY SYSTEM FILL. BACKFlLL NU S FILETER FABRIC ABSORPTION BED AGGREGATE TOPSOIL SYSTEM FILL.MATERIAL 4". PERFORATED PIPE INSTALLED PLACE 4" MINIMUM TOPSOIL OVER ENTIRE BACKFILL AREA. SEED, MULCH, AND ESTABLISH NEAR LEVEL IN BED CONFIGURATION TURF. ABSORPTION BED SECTION NTS HDPE GASKETED LID STRAIN RELIEF CORD 3' MIN. 35' BED LENGTH 3' MIN. CONNECTOR SEED AND MULCH 6" 2.5, ni, " GRADE TO DRAIN AWAY 3' WIDE SIDE SLOPES 4 MIN. TOPSOIL FROM PUMP STATION ...C..'^ a..,, ':•fi. r• '�: +::.r•5•.•."•. q.w -•r jt7•S• 3i Y:•. .ti. fr r•rr• ra;•;•..•n;•."-�•;^• y�•r.:,t :. - __ __- -t I !- - t - !!—i i `{ -_ - i , I ! ,,t... T• " 's. �,R'a '�••`ir. ..i-.ro•a. r .,.: �. .a`is".a•',ti .�.•.o'�r';. a 4.' •-ae. !�i a•r -s. c:. a '.'S i—i �I ��i j :—. —t _'I I! —t -I .,,.+t,ti.,.•a. ♦ ,w..'av .L' '.'1'+'r r. 'AS.. ..'.>,fi:�•, : !.st•1• ..-a•'•xi:is 5..• .Ji• :'"i r ,3s; ;r. -- i !! _- I _ i '{'30 ar. _ s a. '4'•+.;'>5..•'4'Rr'a•1aCs 1:3 MAX , 1.3 MAX . :'s:: .{� _ .a•t.. .S•� '- X.^�oiR� s• t•..� '•r,�eR — i !_-^i t'--- t, -- 11:. -.y t:l ..••d9-.tom:.r'� .1•. ri 'r{ .i '�•�•t'..b.'S' ..,�r••.•'L:1..a 4i)'t r}!:. — t.—.: 1 — t i--' i 1—I - .:•x--='�': PROTECTIVE A 1 ' 3 f SYSTEM :A ,,;;• j._� t t_._: _ ; ! +- ! I PR TEC VE C BLE- — „• ELECTRICAL .,t ��:Y ice« 'i i __ i I_ V Q _ I t__. _ s . t�''t :ter.. —; SHROUD HOPE �, •� r _ S t • P.; _ FILL MATERIAL= ( ) •> is t >. 'i ':3.. '.:s .:•'a �7.=-•['♦ 3:•. c. �r• t.• a•a '�:••.. ..•^ ':i•:�: — DISCONNECT- . .•!e .,'Y.�r:•: :Tim r "i •a •✓r :: ':�e i ` cif Y L aiN•. C.. `• ..+.: —'i i I-- 2 r, yr r'• `ir� `Y I .- 4 :1• Tt• —i I-- , S..r:t'i. '�: rt ,,:•.F:.r'^.t .::'�••i". 1.-. •Y' '»"', aS 1 t - { 1 1 I—' •4. :tit •>- 'Y>` ', •1 + j,S„• �..Y � ..:k:'.`• .a' C:a' .•! v {• +-.'St•^ t I I .ram -� •..�•�•. :. • ':,f - EX%STING GRi4DE.- :.. ;,Kr : :�;-> ::: ...'c - _f<• --- - - -, r--., ,.--:'--,'k-- , ,�- --1: i —POWER ALARM CABLE �. — :G - Lam:'_ L. sir•—. .�,,. :.,-„ .: _. ,E--, . : '- !=; = _ -', � i.= ��:,- - QUICK DISCONN ECT ASSY. -tS _ _ ._, -r -_,. ._ ._i .,J... ..!..,y ._... �T_- .. _., :.._ .� �.<_.. ,.=r.�...,,�r'-! =Tt= _, i,•-,,_ �... _ ,- � _ _ ,__ ._ ._ ._ ' , :_: : : . : .� _,'�_3 N. TO SEASONAL '_'ri��� _,,;_-_ � �_I _t MIN. -,;_t � r : t1 _.1 T_. _. ._: .� . ,_ _. i_. - I 1 t _ -, .. ,: ,--. .tom'.- 1.,- _ 1 �. .. .._ . -,:-I .,k=, .:r-. - - •'-:ram=-�''::_" .:r �' r' - 1 ! ' ,i Y� t— = : - ! . -i,. �-a- S T 1 , , . , 1 . . , -_., : :_ . , ._ : ... HIGH GRO NDWA R. .- _ _, _ .._, _ ,_ _ _ _ , =-•t _:._ (i 1 � _ __1 I.E- , f _E.__1 - T , ;-A !, ;,< ,_T - - ,t!4- ..>_,•=:.L-�... -.t.�,-' •_-11° -:L.... -,;.L ,�: s,-. .�. -•-:,i_ :tip' t-�- ,-` ON EQUALIZER i _-� _.I •= tr- = ;t-,._ ,_;;.A ,;tea:=i� �;.�a-- E E - ..-4 - 1 1 --i1'-- — ; i_� . =_t s-I: �: �it-Wit':•_ --::_ _, `> t � ...�iF.::,4 i, T_ ! - VALVE - — i'.1_: . .L- Td - - -'�- '-1' t- t _:�_.• HIGH r SEASONAL SS CAST B�+ L.._ .. _;�.;• ALL - - •rr+�— -� ''.--t...nr- ". . . .. - -- -ai ,:: ,�. .,.�" =: —i 2 0 N R L LL NT>r ,< - - 1 TE NA WE VE ., , . .,. .. .r-,��'-r•---'. :r-�-tt . -�-3-::, ,:. ,:--, . ,-:::, �T- .,. .r-�„ --;,,� .r-�„ .. -, :,--:,-_>-r.•-..: . . . . ... : . ... r- . - :-:'GROUNDWATER AT 24 E-�, ,-. i—: — E — FILETER FABRIC ABSORPTION^BED AGGREGATE 6 MINIMUM FILTER FABRIC TENCATE SYSTEM FILL MATERIAL 4" PERFORATED PIPE INSTALLED INLET GROMMET TO ACCEPT 4.5" 60.4 3-4" RIP RAP MiRAFI 140N OR EQUAL I—: NEAR LEVEL IN BED CONFIGURATION " O.D. PVC HOUSE SEWER RIP—RAP LINED DITCH DETAIL ABSORPTION FIELD PROFILE 1.25 DISCHARGE '-- '- NTS NTS o ALARM 36" SUGGESTED: POLYETHYLENE SUGGESTED: INSTALL POLYLOK CHECK VALVE C INLET EXTENSION TO GRADE WITH PL122 FILTER SUCH THAT IT IS 41.6" m TAMPER RESISTANT ACCESS READILY ACCESSIBLE THROUGH DISCHARGE 26" COVER (NON-TRAFFIC AREAS) TANK ACCESS COVER ALRM TAX MAP # 239.15-1-1 OFF � " 12" MIN. COVER ANTI-SIPHON i w PUMP ON ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED VALVE 14 PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW. PUMP OFF 1/8" PER FOOT 12" MIN. COVER 1-112" HDPE DISTRIBUTION BOX FORCEMAIN 3"~ MIN. SLOPE LiQUID LEVEL " EFFLUENT R DUAL WALL CORRUGATED " SEMI-POSITIVE TRANSi TION TO 4" 29.5 OUSTSIDE TANK 16" 18" BAFFLE HOPE TANK DISPLACEMENT TYPE PUMP MIN. USE SPEED LEVELERS TO 27MiN. E ONE DHO71-61 GRINDER PUMP ASSEMBLY DETAIL WATERTIGHT SLEEVE � ASSURE ALL OUTLETS ARE AT ' & SEAL (TYP.) EXACTLY THE SAME ELEVATION " MIN. DROPNTS, 0 ISSUED FOR PERMIT 7116113 LIQUID DEPTH 4" PVC SDR-35 SOLID HEADER TO BETWEEN INVERTS " PERFORATED ABSORPTION FIELD No. Date 30 MIN. PIPING, 1/8" PER FOOT MIN SLOPE 60 MAX. �oF NE WASTEWATER SYSTEM DETAILS MINIMUM 2X WIDTH ��" S * prepared for. MAXIMUM 4X WIDTH ,� r James T. Sears Dig �Safelya 16 Rocky Shore Road New York Town of Queensbury, Warren County, a New/York • 1,250 GALLON PRECAST CONCRETE SEPTIC TANK 761 It Call Before You Dig jp �Y !_Walt The Regnlred Time Drawn: DAG Checked:GTH Scale: SCALE Date: 611812013 SEPTIC TANK DETAIL q I; s 9`espec u""�t�`p'n� NTS 9 Respect The Marks 169 Haviland Road E Dig With Care Queensbury, NY 12804 000-962■7962 (518) 745-0307 Phone 29714-01-S2 www.dlgs&f*1pewyerkXWn Hutchins Engineering 518 745-0308 Fax i