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HomeMy WebLinkAboutSite Plane ME INLETi ON 17" OW INSPECTION MIN 17' DIA PORT MANHOLE COVERMANHOLECOVER /-- TANK MARKINGS INLET-), s' flip 11 1,) RESUBDIVISION PLAN Prepared for LILTAN LLC Prepared by D M.L.S.S = (Hl=)x(FF)x(PF)= May Engineering, LLC dated 15 August 2006 (Rev 16 Nov 06) 11 P Scale 1"=40' Timothy May, P.E. Brian Gaffney, L.S. OUTLET- High4" UQUID LEVEL T 3.) Plan of property owned by Magnus and Dorothy Wade,IVlontville, CT. G. Prior to the start of construction, the house and septic system are Scale 1 "-100% March 31, 1966, George E. Pitcher & Son FOOT MIN. LIQUID LEVEL 4" SOLID SDRS PIPE Karry Picazio, 967 Old Colchester Road, Montville, CT., Seale 1"=40' H. A effluent pump system will be needed to access the reserve area. June 25, '1986, REV. Aug. 5, 1966, REV. Oct. 14, 1966, REV. Nov. 6, IOU 1986, Sheet 1 of 2, William F. rent, L.S. ELEV INV. ELEV Services LLC on June 10, 2006 EFFLUENT 6,) CONNECTICUT PUBLIC HEALTH CODE Jan 2007 relatively the same location with the same septic system design. FILTER INV. ELEV",,'''' 11L!U C7cn 4 Mk7- OEM AAL_ CONNECTION OUTLET 2/3 TANK q v, FILTER CAPACITY s... 1/3 TANK INV:ELEV. ._ r:•:; •, = : .: ... .._ .' CAPACITY NOTE: LENGTH NOT GREATER THM 4 TIMES MOTH or DEPTH FILTER CONCRETE SEPTIC TANK SHALL COMFORM TO CONNECTICUT PUOLIC HEALTH CODE (as amended) TANK SHALL MEET ASTM C 1227 FOOTING WITH A MIN 4,000 pst STRENGTH 1250 CALLON TANK CONCRETE SEPTI E C" (TYP) t,250 GALLON TAN NOT TO SCALE ENCHMAR TiLITY POLE TIE SET 1 i 8 - -. ., / HELCO 6 0303 .. j ~`\ eft, kbl ELEV. 53 057r2811E a 779.72` do ` Seib.. / ` ` ` .., %• W ` a IN CA ' \ r / ZIP 1 \ pew / .'•\` 26680.E J J - <. /V f. / J sJJJ1ri1 f/ rJ JrJ L 1r i,•,j\ J - JJ 17 k9J - •aJ - r ii J - a i - a i 1 - f 00N cl_ NP t,--4 t.0 4k M 13.26, S6402415311W 1 030 4rX15 FrXAI.V 2,P 2 SBF' 1hfa km9011( rowemaj L 7, 7MMAWtDft- ff f7rlfTir r J/4r !H/{IJ., SILT FENCE t \ EROSION AND SEDIMENT CONTROL THE PROPOSED DEVELOPMENT IS TO CONSTRUCT A THREE BEDROOM RESIDENTIAL HOME, A SUBSURFACE SANITARY SYSTEM, DRIVEWAY AND UNDERGROUND UTILITIES. P37IN LF ------4 PROVIDE MANHOLE ACCESS AT GRADE As Required FINISH G zOnina 3) 5' INLETS 1-_•-7 1/2' v 2" WALLS 5) 5.0 OUTLETS+ w N DISTRIBUTION BOX DETAIL H-20) MINIMUM 3 S.F. BOTTOM AREA) 10' TO TOP 48 rrtvrvxcr Urwuc, OF EMBANKMENT GRADE TO PREVENT PONDING Oil 6" BAC FILL (MIN) _ NON --WOVEN FABRIC FILTER 2" MINA 6"(MIN} 1 " SIZE BROKEN STONE 4" PERF. PVC - 18" MIN, TO GROUNDWATER/MOTTLING 48" MIN. TO LEDGE/ROCK 12" 48" ST ONE LEACHING TRENCH 8ON CENTER 1 P_ a A,Q) j ` A Pax 1 1000 ELEV ELEV. FINISH E7.= EXISTING Ir 4DE MIN. 12" COVER High Less" ! D -Ix I TO D-BOXIY3 INV.ELEV. 12"x48" BT. ELEV. ,.,•a/ if -nom ELEV. ELEV. MW I-Adw r 0 1 O111 NV. ELEV SDR -35 PIPE BT, ELEV. ELEV. Ivor To SCALE TOTAL, i° INC e7a SQ.F r. D- A./ PROFILE OF SEWAGE SYSTEM . r.. NOT TO SCALA' DESIGN NOTES A. 3 Bedroom Rpe I e Proposed septic system consists of 3 rows 64 LF of 12" by 48"" Stone Trenches. B. Design pert rate: less than 10 MPI INV ELEV. LE . SDR -35 BT. ELEV, LUX FINISH GRADE r= EXISTING 7' 459.38'* MIN` 12" COVER Ems= FINISH H. ryriN'IiJL rIfill?& EXISTINGS NG 7DE 459.14',* IN 1M COVER Therefore 495S.F. of leaching area required MAP REFERENCE: 11 1,) RESUBDIVISION PLAN Prepared for LILTAN LLC Prepared by D M.L.S.S = (Hl=)x(FF)x(PF)= May Engineering, LLC dated 15 August 2006 (Rev 16 Nov 06) 11 P Scale 1"=40' Timothy May, P.E. Brian Gaffney, L.S. E. Septic Tank to have a Minimum 25' separation from house and foundation drains.. High4" SOLID 1/4" PER_ Septic System 3.) Plan of property owned by Magnus and Dorothy Wade,IVlontville, CT. G. Prior to the start of construction, the house and septic system are Scale 1 "-100% March 31, 1966, George E. Pitcher & Son FOOT MIN. LIQUID LEVEL 4" SOLID SDRS PIPE Karry Picazio, 967 Old Colchester Road, Montville, CT., Seale 1"=40' H. A effluent pump system will be needed to access the reserve area. June 25, '1986, REV. Aug. 5, 1966, REV. Oct. 14, 1966, REV. Nov. 6, 1. After fill is placed and compacted, it must be Perc Tested prior to the installation of the system per Connecticut Health Code (as amended). 1986, Sheet 1 of 2, William F. rent, L.S. ELEV INV. ELEV Services LLC on June 10, 2006 Note: This plan is the earns plan previously approved by Uncas Health and the 'sown of Montville Planning dept. This pian reflects a new house design 6,) CONNECTICUT PUBLIC HEALTH CODE Jan 2007 relatively the same location with the same septic system design. 7, This lot is in the Rw120 Zone. INV. ELEV INV. ELEV",,'''' AAL_ v, TO D-13OX12 UTLET INV:ELEV. ._ n .. FILTER SDR -354. BUILDIN9Z FOOTING 1250 CALLON TANK 10' TO TOP 48 rrtvrvxcr Urwuc, OF EMBANKMENT GRADE TO PREVENT PONDING Oil 6" BAC FILL (MIN) _ NON --WOVEN FABRIC FILTER 2" MINA 6"(MIN} 1 " SIZE BROKEN STONE 4" PERF. PVC - 18" MIN, TO GROUNDWATER/MOTTLING 48" MIN. TO LEDGE/ROCK 12" 48" ST ONE LEACHING TRENCH 8ON CENTER 1 P_ a A,Q) j ` A Pax 1 1000 ELEV ELEV. FINISH E7.= EXISTING Ir 4DE MIN. 12" COVER High Less" ! D -Ix I TO D-BOXIY3 INV.ELEV. 12"x48" BT. ELEV. ,.,•a/ if -nom ELEV. ELEV. MW I-Adw r 0 1 O111 NV. ELEV SDR -35 PIPE BT, ELEV. ELEV. Ivor To SCALE TOTAL, i° INC e7a SQ.F r. D- A./ PROFILE OF SEWAGE SYSTEM . r.. NOT TO SCALA' DESIGN NOTES A. 3 Bedroom Rpe I e Proposed septic system consists of 3 rows 64 LF of 12" by 48"" Stone Trenches. B. Design pert rate: less than 10 MPI INV ELEV. LE . SDR -35 BT. ELEV, LUX FINISH GRADE r= EXISTING 7' 459.38'* MIN` 12" COVER Ems= FINISH H. ryriN'IiJL rIfill?& EXISTINGSNG 7DE 459.14',* IN 1M COVER Therefore 495S.F. of leaching area required MAP REFERENCE: 3.0 X 192LF a 376 S.F. provided C. Required Tank Size: 1250 Gallons {5'x10'} 1,) RESUBDIVISION PLAN Prepared for LILTAN LLC Prepared by D M.L.S.S = (Hl=)x(FF)x(PF)= May Engineering, LLC dated 15 August 2006 (Rev 16 Nov 06) 34 x 1.5 x 1.2 = 61.2 LF ( 64 Provid ) Scale 1"=40' Timothy May, P.E. Brian Gaffney, L.S. E. Septic Tank to have a Minimum 25' separation from house and foundation drains.. 2.) Pian showing land owned by Mary Martha Ungeheuer, Montville, CT. F. There are no wells within 76 from proposed kale 1"=100', Nov, 1966, Joseph Gernhard, Jr. L.S. Septic System 3.) Plan of property owned by Magnus and Dorothy Wade,IVlontville, CT. G. Prior to the start of construction, the house and septic system are Scale 1 "-100% March 31, 1966, George E. Pitcher & Sontobestakedoutby ,a licensed surveyor. Surveyor to transfer BM on HELD #6803 and establish a benchmark with in 50 feet of proposed q.,) "Woodland Acres" Flan showing property to be subdivided belonging to septic system. Karry Picazio, 967 Old Colchester Road, Montville, CT., Seale 1"=40' H. A effluent pump system will be needed to access the reserve area. June 25, '1986, REV. Aug. 5, 1966, REV. Oct. 14, 1966, REV. Nov. 6, 1. After fill is placed and compacted, it must be Perc Tested prior to the installation of the system per Connecticut Health Code (as amended). 1986, Sheet 1 of 2, William F. rent, L.S. 5.) Wetlands delineated by Matthew Davison of Forestry,. Logging and Soil Services LLC on June 10, 2006 Note: This plan is the earns plan previously approved by Uncas Health and the 'sown of Montville Planning dept. This pian reflects a new house design 6,) CONNECTICUT PUBLIC HEALTH CODE Jan 2007 relatively the same location with the same septic system design. 7, This lot is in the Rw120 Zone. y s :. ..: ' _ .#, - l ... _ r . • 4 1. ;: ..:. , :. - i J. . ,.. '- ' a A • r .. i _ .. .r :r , - 4 r r .:., ,. • . - . . 1 -. . T I -_ R r r. 411. .. w F • r r r r 9;11:F.11LeiWINRr Ili ' . ... .. .. - r w r. j y • . w * _ ` t4 Fri l>. `+`T':', j+R - I'ii`+ . . *k * _.. !,. + ... - _ • ur.•A Ii r ' a • w , r ~ .. + r, Front Yard Set Back 60' Side Yard Set Back 25' Rear Yard Set Back 60' 3.) Contours are referenced to U.S. Geological Survey Datum 9.) Parcel LOT 7 was originally part of a subdivision called "Holly Acres" Map #946 Approved July 1972 Town of Montville Planning & Zoning. Revisions 1 10101107 Revised per Uncas Health Comments TM 2 05118108 Revised Plan with new house design TM I NO. I DA TE I DESCRIPTION I BY I 0 Wei skowo A& ed 1 i i' / K" C-0.3 fit ' 19 o J® fig v PIA L 1-1 ` , 0 I EST PIT DATA allec-tid by David Coughlin, R.S. Uncas Health District on 7-19-06 Lot 7F Tim it #1A 0-6"Topsoil 6-31" Brown Sandy Loam 31-91" Grey Bandy Till Mottles at 31" NO Ground Water NO ledge Test Pit #2A 0-15" topsoil 15-38" Brown Bandy Loam 38.92" Grey Sandy Till Mottle uMottlesat38" Ground Water at 820 NO Ledge Roots at 55" Test Pit #3A 0-8" Topsoil 8-26" Brown Sandy Loam 26-100" Grey Sandy Till Mottles at 30" Ground Water at 87" NO Ledge Roots at 621" Test Pit #4A 0-8" Topsoil 8-37" Brown Sandy Loam 37-84" Grey Sandy Till Mottles at 37" Ground Water at 82" NO Ledge Roots at 62" Perc Test Data .A-1 Collected by Timothy May on August 4= 2006 Lot 7F Perc Rate 6.3 minutes/inch Presoak 10:35 Test Depth 29" time ©rap Oerc rate Start 11:36 16 11:40 18 2.5 11:45 18.75 6.7 11:56 19.5 6.7 11:55 20.78 4.0 12:05 22 8.0 12:10 23 5.0 12:20 24.25 8.0 12:30 26 5.7 12:45 28.25 6.7 average perc rate 0.3 ffftln Dimantini Construction, LLC JOHN DIAMANTINI 1399 OLD COLCHESTER ROAD 121 3 .,.