HomeMy WebLinkAboutSite Planw2e
K4TISCFPET IN OT1Lffy POLEL
HELCO #68111,
ELEV 465.53
RE
2-azoO,
WV
PlaRAW4 PeftF XfA90, 4V i I
V,497-7176,793 fiP
MlIr
y-
UAW4174
V, q
491
10, To Top
ffAUL, OF E BANKMENT
INSpECTION MIN 170 DIAGRADETOPREVENTPONDINGMIN17'Db4 Test Pit #4BYANHOLECOVERVfilX / -R13 AMNHOLE COVER PORT
TANK MARKINGS 0-4" Topsoil , 6" BAC kFILL (MIN) NON -WOVEN FABRIC FILTER .. 4-33" Brown dandy Loam
84" Grey Sandy Till2AliIN. 331SIZEBROKENSTONEINLET-> 6 "(MIN) OUTLET---> j
l/ / ! ! , 11 - Mottles at 33" NO Ground Water
S' 4 PERF. PVC 18 MIN. TO GROUNDWATERIMOTTLING 8 NO Ledge Roots at 62"
48 MIN. TO LEDGE-IROCK10 % 4, 14,
6/40 T
a4VIPQRIWO I iiosi U aiFJLTER
WWI/ zs QoIlected by Timothy May on August 4,2006Ak
3 OUTLETVN, Lot 7G Perc Rate 5.0 minutes/inch12"x-48" ST01 E LEACHINiG TRENCH 2 TANK FILTERUtiVC Presoak 10:40 Test Depth 25"; CA/P40ITY
A1.3 TANKNOTTOSCALEA, PA time Drop Peric raL- CITY
LENGTH NOT GREATER 77 -IAN 4 TIMES WDTH or DEPTHw0P-7 11:40 13.75COXREFE: SEPTIC TANK
r li-45 15.75 2.5SHALLCOMFORMTOCONNECTICUT
PWILIC HEALTH CODE (as amended) 11 -50 16.5 6.7 .
TANK SHALL MEET ASTM C 1227 11.55 17.25 6.7jkrWIDIAMIN4,000 psi STRENGTH 12:00 18.5 4.001P[Ropo' e4c
I0 14"'; 05 19.75 4.03
3) 3 EIL)fj 80 licit (TYP) 9 12:10 20.75CONCRETESEPTICTANKTYPE 5.0USElfI I014. FF 470,5 12:15 22.0 4.07P11250GALLONTANK -2012. 23.0 5.0
LF 12:35 26.0 5.0NOTTOSCALESH4PVCaveragePererate5.0 mi-nfir. MAP REFEREN" E: DESIGN NOTES
1.) RESUBDIVISIO.?i PLAN Prepared for L111
N,LLC Prepared byLTA50Gajagc- 0 A. 3 Bedroom D22!gn.
jecjm I "k- — May En meed "j, LLC dated 15 Augu- 2006 (Rev 16 Nov 06) N\ — I 4v\ 1--,
11-
i Proposed septic system consists of (q ,ows57 Lr' n j 3) 5' JNLE7-,
468.50, of 12" by 48" Stone Level Leaching Trenches scale 1"' 40' Timothy May, P -E Brian Gaffney, L. -lee
jV B. Design pert rate: less than 10 MPI 2.) Plan showing Ia.. d ownied by Mary Martha Ungsheuer, Montville, CT.
Therefore 495S.F. of leaching area required Scale 1"=100%,Nov. 1966, Joseph Gernhard, Jr. L.S. 1P 3.0 X (171'+10.3'} LF = 5 provided (5) 5.0 OUTLET5, 44 S.F. 3.) Plan of property owned by Magnus and Dorothy 1,AJade.Montv1Ile, CT. C. Required Tank Size: 120-0 Gallons (5'xlO') 1 00', fvlarch 31, 1966, George E. Pitcher& SonsceesDM.L.S.S (HF)x(FF)x(Pr')=- ISLOPE 5%; 5MIN PEIRC; RT LAYER 33Footing4.) "Woodland Acrle.-?3" Plan showing property to be subdivided belonging to28x1.5 x 1.2 = 50.4 LF (57 ProvigOutletgjd
of LEVEL DISTRIBUMN BOX- DETAILE. Septic Tank to have a Minimum 25' separation from house Harry Picazio, 9,37 Old Colchester Road, Montville, CT., Scale 1 =40'
20) HIj441andfoundationdrains.. June 25, 1986, REV. Aug. 5, 1986, REV. Oct. 14, 1986, REV. Nov. 6, (KIINIMUM 3 SF-. ROTRA4 AREA
1"KeF. There are no 1hiells within 75 -from proposed 1986, Sheet 1 ont, L.S. t- 2, William F.
Septic System5.) Wetlands delinated by Matthew Davison of F-Orestry, Logging and Soile'. ".'
G. Prior to the start of construction, the house and septic system are Services LLC on June 10, 2006tobestakedoutbyalicensedsurveyor. Surveyor to transfer BM on
LC #6803 and establish a benchmark with in 050 feet of proposed
6.) CONNECTICUT PUBLIC HEALTH CODE Jan 2007HE
7.) This lot is in the-120Zone. 1?5 At- i septic stem.
Front Yard Set; ack 60
7 Side Yard Set Back 2579.72
Rear Yard Set [,lack 60'
8.) Contours are re.,ferenced to U.S. Geological --\................\..._.....__.........\......_.__....,_.1..ia.ift,et_.G,e'P,T(k¢i....[..i,...%.i..-;i..!!i'fiff... . .f_.._...._.....__.._.._.._...........___..._.__...._. _..____.•_.-Survey Datum
9.) Parcel LOT 7 wns originally part of a subdivision called "Holly Acres" EROSION AND SEDIMEN", CONTROLGRAPHICSCALE Map #906 Appa-wed July 19722 Town of Montville Planning & Zoning.
0 15 30 60 120 TFIC rMt-; VSED DEVELOPMENT IS TO ',.AAq0 RUCT A THREE BEDROOM RESIDENTIALII
HMO , A SUBSURFACE SANITARY SYSTEM, DRIVEWAY AND UNDERGROUND UTILITIES.
IN FEET 1) DISTURBANCE OF SOIL SURFACES ISF,EGULATED 13Y STATE LAW. ALL WORK SHALL 7) INSPECT AND REPAIR SEDIMENT CONTROL DEVICES AT THE END OFIinch = 30 fL COMPLY WITH EROSION CONTROL NOr ' I'ED ON THIS" PLAN. EACH WORKING DAY AND AFTER EVERY RAINSTORM.
2) THE INSTALLATION AND NIAINTENANQ.OF EROSION CONTROL DEVICES IS THE 8) THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF UNSATISFACTORY
RESPONSIBILITY OF THE LAND OWNER., DEVELOPER AND EXCAVATION CONTRACTOR. EROSION CONDITIONS NOT CONTROLLED BY THE EROSION AND SEDIMENT
TOWN OFFICIALS SHALL BE NOTIFIED F14 WRITING OF THE NAME, ADDRESS, AND CONTROL PLAN AND SHALL INSTALL ADDITIONAL MEASURES AS DIRECTED.
TELEPHONE NUMBER OF THE INDIVIDUAL RESPONSIBLE FOR THIS WORK (INCLUDING ANY 9) FIELD CHANCES TO THE EROSION AND SEDIMENT CONTROL PLAN SHALL
CHANGES). A PRE -CONSTRUCTION 0".' : INFERENCE WITH THE TOWN STAFF IS REQUIREE-D BE MADE ONLY WITH THE WRITTEN APPROVAL OF THE ENGINEER AFTER
PRIOR TO ANY SITE WORK OR DI0STUR.53ANCE. REFERRAL AND APPROVAL Or THE TOWN STAFF.
10) ACCUMULATED SEDIMENT REMOVED FROM EROSION CONTROL DEVICES IS3) THE CONTRACTOR SHALL USE THE "2002 CT Guidelines lar SDil Errision and TO BE SPREAD AND STAMILIZEID IN LEVEL, EROSION RESISTANT LOCATION$ Sedirnant Control, AS AMENDED AS A GUIDE IN CONSTRUCTING THE EROSION AS GENERALFILL WITHIN LAWN AND LANDSCAPE AREAS.
AND SEDIMENT CONTROLS A-9 INDICATED ON THESE PLANS. 11) ALL DISTURBED AREAS NOT COVERED BY BUILDINGS, RAVE ENT OR WOOD
RKERS ABOUT THE MAJOR PROVISIONS CHIPS SHALL BE PLANTED WITH GRASS ON 34, INFORM ALL CONSTRUCTION SITE WU " COMPACTED TOPSOIL. AWAY
OF THE EROSION AND SEDIMENT CONTROL PLAN AND SEEK THEIR COOPERATION
IN A AVOIDING THE_ DISTURBANCE OF THESE CONTROL
Arra 5) THE CONTRACTOR SHALL SCHEDULE ALL OPERATIONS TO LIMIT DISTURBANCE TO
THE SMALLEST PRACTICAL AREA FOR YHE SHORTEST POSSIBLE TIME.
6) THE CONTRACTOR IS RESPONSIBLE F). awgr-w, R THE TIMELY INSTALLATION,
SILT FENCE CONSTRUCTION —ENTRANCE INSPECTION, REPAIR OR REPLACEMENT OF EROSION CONTROL DEVICES
z1zart SCALEM NOT *M SCALE TO INSURE PROPER OPERATION.
J, Test Pit;VB
To Trenches Topssoil05UTLETWVELEV. -dM= BT ELEV,
FILTER SDR -35 PIPE RESTRICTWE LAYER (MOTTLES 033") ELEVATIOhl 46,3.5,5 5-33" Brown Sandy Loam4-
33-78" Grey Sandy. Till
Mottles at 33" NO Ground Water1250 "LON IANK TOTAL LM-CH1W9 PROWDED 544.0 SQXT. NO Ledge Roots at 5511
COACRET SEPW T TYK IC
3BTestPitPROFILEOFS-JEWAGE S'CSTEM A C-11 Y
L( 8' ON CENTER
NOT TO SCALE Uj OUTLET-> 5-22" Brown Sandy LoarnL22-74" Grey Sandy Till vj/ tracc- of gravel
NO Mottles NO Ground Water
NO Ledge Roots at 62"
zm
M
M
49 Vol/ ffe, Aldi
r
OD OxIlills4
eanif.", & Alaymeffe W,
Pd,
zm
M
M