HomeMy WebLinkAboutPlot PlanA JBRIC I This map has been prepared pursuant to the regulations of
c,', . a t Connecticut State agencies Sections ;HCl -30b -I thro=320-'-_300b--20
and "The Standexcls For Surveys And Maps In The Of
A%ibd) POST (TYP.) r C Connecticut" as adopted by the Connecticut Associauon of Land
Surveyors, Inc on September 26, 1996, It is an Improvement Location
Survey as described in the above regulations.
a2Thismap -_t Wired from recd -d research, other rnaps, limited
S C> 0andothersources 'It i n t to e c n. trued asf1
COMPACTED -ind or Limited Property/Boundary Survey and isBACKFILLidsurveysmaydisclose, S111 SU is as sa
f d" 3 Referenap. Is sada to Sheets 2 and 4 of 16 of -map entitled "SUBDIVISION
SPLANFORROGERLNIDAF'. PHILLIPS DAISY HILL
SUPT", CONNECTICUT ROUTE NO. 85, MONTVILLE, CONNECTICUT," LOT# 2A-21 SCALE, ,--100% INDENT NO. 87-954, Dated January 1,992 revised tip
to 11-5-92,
SIGN NSSEPTICDEQTE
1 The sanitary system is designed for a proposed four (4) bedroornAKIAhouse. The percolation Lest yielded a rate of 5 minutes per inch.
GRkIDE This requires 660 sf of eftc leaching area.
The proposed septic systeni as follows:
4STURBED 3-75' rows of 4' wide x 1' deep, stone leaching trench by serial distribution -
ToUNDLeachingareaprovided= 3 x 75' x 3 O sf /If= 675 sf effective
A 100% reserve area is provided
NT 11 3" TREE,MLSS = 28 x 2 x 1.2 672' (75' provided)
b 4 fte4—A a v - i j-% K, A 4^ fCo 4i I +
ILVJ
N.T.S.
1; O,F V *21,TP Vita .2 A A & *ALA A
Public Health Code Regulations and Tecluucal Standards for Subsurface
i Sewage Disposal Systems.
3. All connerting pipe after septic tank to be SDR -35-
INSTAL1. SEDIMENT AND 4. There are no wells in 75' of the septic system, FRO,,!JON CONTROL BARRIER
PRIOF., TO CON.SrRUCTION
5. A permit f -.m the Unca Department is required prior
constructit z of the syst,
000 PROPOSED
9' ON ER
Ari
PROPOSED URNDE.
DECK
I.z
48 GRADE TO PREVENT a
PONDING
2A-24
PRO GARAGEposED
13ACKFIL1, MIN) "NON—WOVEN" APPROVED 4 BDRM
Oulz EFABRICFILTER
2..
I" SIZE BROKEN STONE
N)
TF16" MIN. TQ GROUNDWA ER4" PERF. P.V. C APPROXIMATE t STEPSAPPROVEDORMOTTLING ca
0SDR -35) 1 4" SOLID LFILLAS THOLFSDOWNPVCFOOTING, LO I ZA— REQUIRFD 148" MIN, TO UDGE III -lowA`V f'MF "law
z
T
9 STONE LE AC11 IN 1G " 1"R )NCF1
N.T.S.
1,250 GALLON
SEPTIC- TANK
TP#30
LEACHING li
TRENCHES
TP#2910T
TP#31
V
0
kjp 100%
RESERVE AREA
R=225.00
L=73-34'
Tan=37.00'
Delta= 18'40'34"
C. Brg.=S88*58'06"F
Chord=73.02' rt7 66,
P
LEGEND DAISY JJILL
BUILI)IING Sj,,'TFACk,' 1NE
PROPOSED WF11-
TFSr PIT
GRAPHICI* SCALE
in 20 40 80
f a V w
ow-ON649i
Y
6. There shy °` no cuts within 50' of the downhill side of the
systema 25' of the sides of the system, There shall be no
SUMPS C: Irs buried within 50' of the downhill side of the
system.
7 Should any 'sig-,,icant, variations from test hole data shown (ledge,
water, mottling, soil type) be discovered by the contractor, the
engineer shall be notified prior to construction of the system
8, All existing utilities are approximately only. It is the contrrictor's
responsibility to verity all locations prior to construction, "CALL
BEFORE YOU DIG' shall be notified prior to any constructicin
ADEEP'TEST PIT & PEECOLATI-Ivn TEE- DAT4.".
Te:;t Pits_,,and Percolation Tests were, witnessed by Roland J. Harris
w reAssociates, Inc. and Uncas Health District- and e va" J a_ from plan
TEST PIT28
1.
1
0"-10" Topsoil
l0' "'37", Sandy loam
7"-84" Medium sand
No ledge, Groundwater at 73", Mottling at 40"
TEST I`
0 9"
9"-30" I3 ,1y _jam
30"--88' Loamy gravel
No ledge, Groundwater at 54". Mottling at 55"
TEST PIT #31
0"- 4" Topsoil
4"-24* Tan sandy loam
21"--74#* F' ne/rnedium sand, firm
No ledge, Groundwater at 58", Mottling at 56"
TEST PIT #32
0'--- 7" Topsoil
7"- 26" Orange/tan sandy loam w/silt
26---90" Fine/medium. sand w/loam, firm
No ledge, Groundwater at 60", Mottling at 40"
Percolation Rate = 5 minutes/inch
SP
0
4 ailst
C,
Q
ar N
Piz- pi
f Ajr
Inc
411,; HARRIS =X. A )M
rx *hu, e for :nv otrw ice. orriject,
exp! R a wf-4?W, cc—sert of the
DAISY fill-( ROAD MONTVILLE, CONNECTICUT
SCALE - 1 240 OCTOBER 1998 *1OB 1VT'V1'PV"_- 598-5238-02 IZ!, f I nf