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IN14 ELEV. 2!x4g' STONE TR 'N H
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OUTLET INVELEV. 8T. E Eell.
FILTER RE.STRICTArc LAYER (MOTTLES 033") ELPVATION _4_615a j
ca SOR_35 PIPE
TOT&I LECHING PROWDEED 544.0 321T. 1250 Q4U0N TMx
cw*cRErr_ sEpnc TANK nvE -1c
PROFILE OF SEWAGE SYSMEML
PIO'f TO SCALE INLE our_- F
8' ON CENTER
AO" PRoInc*cn opAnr- r-, i ma 17, Ills-PECTO "', II Im
GRADE TO PREVENT PONDING YAWHOLE COVER
IvAmoff VWER TANK UAWMS
NON-VIOVEN FABRIC FILTER
1" SIZE 13ROKEN STONE a, Iwo I QU-TLU_,*
UQUID LEVEL
18" MIN. To GROUNDWATERIMOTTLING,
48" MIN. TO LEDGE/ROCK TILTER
5
Z ru OUTLET
12• FILTER13TAMCgrONE4LEACHINGTRENCH &PACrry
NOT rO SCALECWACITYLnVGMWTCRLUVMW47714ESMOMorVEWH
MXRETE SEPTIC TANK
Sf &LL COMFORAd TO CONNECTICUT
PWILIC H&4_FTH CODE' (as amended)
TANK SHALL MEET ASTM C 1227
INUH A MIN 4,000 psi STRENGTH
110 (T)T) CONCRETE SEPTIC TAI%TK TYPE
1,250 GALLON TANK
Mi MUMMi 14ki "Ivullu VVdtW1
NO Ledge Roots at 66'
Test Pit #2B
0-5" Topsoil
5-33" Brown Sandy Loam
33-78" Grey Sandy Till
Motfles at 33" NO Ground Water
NO Ledge Roots at 55"
east Pit 43B
0_5" Topsdil
5-22" Brown Sandy Loam
22-74" Grey Sandy Till wl trace of gr6vo,
NO Mottles NO Ground Water
NO Ledge Roots at 6ZI
Test Pit #413
04' Topsoil
4-33" Brown Sandy Loam
33-84" Grey Sandy Till
Mottles at 33" NO Ground Water
NO Ledge Roots at 62"
F6Tc -i'eeA Dain B-1
1 j_T-!Mothy May an August 4 20-06
Lot 7G Pere Rate 5.0 minutes/inch
Presoak 10:40 Test Depth 25n
Ume Drop Pow, rata
11A0 13.75
11:445 15.76 2-5
11.60 16.5 6.7
11:65 17.25 6.7
12:00 18.6 4.0
12.06 1915 4.0
12:10 20.75 5.0
12:16 22.0 4.0
12:20 23.0 5.0
12:35 26.0 5.0
average perc rate 6.0 mien
Lai
5) 5-0 OWLET's
4-
11
1 -10
LEVEL DISMUBUTIO-1-4 BOX, DETAAL
q-20)
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NOT TO SCALE
MAP REFERENCE:
EDSIGN NOTES 1.) RESUBDIVIS10 ,14- PL 'AN Prepared for LILTAN,LLC Prepared by
A. 3 Bedroom Reskq- May Engineering, LLQ dated 15 August 2006 (Rev 16 Nov 06)
Proposed septic system consists of (1!2m 57 LF scale 1"=40' T`moths May, P.E. Brian Gaffney, L.S.
B.
off 12" by 46" Stone Level Leaching Trenches
Design perc rate: less than 10 MPI 2.) Plan showing la;idoymed by Mary Martha Ungeheuw- Montville, CT. I
Therefore 495S.F. of leaching area required Scale 1'=100', Nov. 1966, Joseph Garrihard, Jr. L.S.
X 644 S.Fpovd3 .0 (171+10.1LF . rr 4. a ) Plan of property_ own6d by Magnus and Dorothy Wade,Montvifle, CT.
C. Required Tank Size: 1250 Gallons (6fig) Scale 1 "=I00'. h;;1arch X311, 1966, George E. Pitcher & Son
D M.L.S.S = (HF)x(FF)x(PF)= (SLOPE 5%; 5MIN PERC; RT LAYER 33") 4.) "Woodland Acres" P6 showing Property to be subdivided belonging to28x1.5 x 1.2 = 50.4 LF (57 Provlgqdj Harry Picazio, 957 OU Colchester Road, Montville, CT., Scale I "=40' E. Septic Tank to have a Minimum 25separation from house
and foundation drains.. June 25,1986, REV. ug. 5, 1986, REV. Oct. 14,1986, REV. Nov. 6,
F. There are no wells Within 76from proposed 1986, Sheet I d" 2, VV.Illi- m F. Kent, L.S.
Septic 08yistem 5.) Wetlands delineated b' Matthew Davison of Foreft, Logging and SoilIy
G. Prior to the start of construction, the house and septic -system are Services LLC on JuncA 10, 2006
to be staked out by a liwnsed surveyor. Surveyor to tranqser BM on 6.) CONNECTICUT PUBLIC HEALTH CODE-- Jan 2007
HELC #6803 and establish a benchmark with in 5-0 feet of proposed 7.) This lot is in the.R-12!) Zone.
septic system. 9- ',
1FrontYardSeti3ack' 60'
Side Yard Set Back 26
60RearYardSet -Eack 1
8.) Contours are referer ced to U.S. Geological Survey Datum
9.) Parcel LOT 7 wLs ori finally part of a subdivision called "Holly Acree
Map #906 Apprevel July 1972 Toitm of Montville Planning & Zoning.
Mi MUMMi 14ki "Ivullu VVdtW1
NO Ledge Roots at 66'
Test Pit #2B
0-5" Topsoil
5-33" Brown Sandy Loam
33-78" Grey Sandy Till
Motfles at 33" NO Ground Water
NO Ledge Roots at 55"
east Pit 43B
0_5" Topsdil
5-22" Brown Sandy Loam
22-74" Grey Sandy Till wl trace of gr6vo,
NO Mottles NO Ground Water
NO Ledge Roots at 6ZI
Test Pit #413
04' Topsoil
4-33" Brown Sandy Loam
33-84" Grey Sandy Till
Mottles at 33" NO Ground Water
NO Ledge Roots at 62"
F6Tc -i'eeA Dain B-1
1 j_T-!Mothy May an August 4 20-06
Lot 7G Pere Rate 5.0 minutes/inch
Presoak 10:40 Test Depth 25n
Ume Drop Pow, rata
11A0 13.75
11:445 15.76 2-5
11.60 16.5 6.7
11:65 17.25 6.7
12:00 18.6 4.0
12.06 1915 4.0
12:10 20.75 5.0
12:16 22.0 4.0
12:20 23.0 5.0
12:35 26.0 5.0
average perc rate 6.0 mien
Lai
5) 5-0 OWLET's
4-
11
1 -1 0
LEVEL DISMUBUTIO-1-4 BOX, DETAAL
q-20)
0qy1 Um,3 Sx. vorro4i Ar? v)
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