HomeMy WebLinkAboutPlot PlanSYNTHETIC FABRIC FILTER
FENCE (ENVIROFENCE BY
WRAFI OR APPROVED EQUAL)
11"""'T F' NCE D"I'T",kIL
NJ. S.
9' ON CENTER
I -PROPOSED GRADE,
48" GRADE TO PREVENT
PONDING
t6" BACKFILL (MIN) "NON -WOVEN" APPROVED
16 "(MIN)
2- MIN.
FABRIC FILTER
C SIZE BROKEN STONE
4" PERF. P.V.C.18" MIN. TO GROUNDWATER
(SDR -35) APPROVED OR MOTTLING
HOLES D'OWN FILL AS
REQUIRED-- 48" MIN. TO LEDGE
X
M STONE LEACHING TRENCH
N T.S.
IXLEND
BUILDFNG SETBACK LINE'
PROPOSED WELL
I EST PIT
fop EXISTING CONTO1..R
WETLAND DELINEATION
CATCH BASIN
AL
Erq -,oer G71c, deer speci4f,cc,!,
for 7E _eJ !"r -;
'jl 0-s Site. onc! "re "u" 10 he
rJU;)1;Cate-d or used in puf-or f0-
(,rly 01ter PL;rPose, Pro ' iec,!, locotlGn Jr"
Owner w''Y)out the expre!5',ed w-tter,
(,ori3el; of the Engineer,
NOTES:
1. This map was prepared from record research, other maps, limited
field measurements and other sources. It is not to be construed as
a Property/Boundary or Limited Property /Boundary Survey and i's
subject to such facts as said surveys may y disclose
2. This survey and map have been prepared in accordance with
LOT# 2A
iN Sections 20--300b-I through 20--300b--20 of the Regulations of
Connecticut State Agencies - "Minimum, Standards for Surveys and
h.-3)
Maps in the State of Connecticut" as endorsed by the Connecticut
I Association of Land Surveyors, Inc. It is a GENERAL LOCATION AND
TOPOGRAPHIC SURVEY conforming to T -D accuracy standards, as
referred to said regulations, with the vertical datum assumed,
♦ 547.24'
3 Reference is made to sheets 2 and 4 of map entitled SUBDIVISION
PLAN PREPARED FOR ROGER L. & LINDA F, PHILLIPS, DAISY HILL
CIA
SUBDIVISION, CONNECTICUT ROUTE NO, 85 MONTVILLE, CONNECTICUT,
C?
SCALE: I"=100*, INDENT. NO. 87-954, sheet shows a latest revision date
of 11-2-92, sheet 4 shows a latest revision date of 11-5-92.
238
Y k
SEPTIC DESIGN NATES
50' PROPOSED
I. The sanitary system is designed for a proposed four (4) bedroom
house. The percolation test yielded a rate of 11 minutes per inch.
ff 95 This requires 900 st of effective leaching area
The proposed septic system is as follows,
5-60' rows of 4' wide x f deep stone Leaching trench by serial distribution
NO FO
DRIANSOTING - Leaching area provided= 5 x 60' x 3,0 sf/'If= 900 sf effective
A 100% reserve area is provided
1,250 GALLON --INSTALL SEDIMENT AND
EROSION CONTROL BARRIER MLSS 16 x 2 x 1.5 48' (60' provided)
0
F
No- N
SEPTIC TANK —7
PROPOSED PRIOR TO CONSTRUCTION
DRIVEWAY MI
Tim 2, The septic system is to be constructed according to the Connecticut
244. 7 PROPOSED Public Health Code Regulations and Technical Standards for Subsurface
Sewage Disposal Systems.
LEACHING 4 BDRM
TRENCHES
HOUSE
3. All connecting pipe after septic tank to be SDR --35
;;7 -
TP
25' 4. There are no wells within 75' of the septic system
_TP#74
FUTURE
LEACHINGMiN DECK 5 A permit from the Uncas Health Department is required prior to
"RENC
L. HES construction of the system,
6. There shall be no cuts within 50' of the downhill side of the
LPORCH
system or within 25' of the sides of the system. There shall be no
sumps or boulders buried within 50' of the downhill side of the
240
system.
60 7 Should any significant variations from test hole data shown (ledge,
,
LEACHINGwater, mottling, soil type) be discovered by the contractor, the
,,=now a GNMOW00 engineer shall be notified prior to construction of the system
TRENCH
J
L
_�8. All existing utilities are approximately only. It is the contractor's
100%
P#TP;7
7?1r- 238
responsibility to verify all locations prior to construction "CAU,
RESERVE AREAt 150� BEFORE YOU DIG" shall be notified prior to any construction
I
(1-800-922-4455)
4" SOLID
APPROXIMATE
PVC FOOTING
DRAIN OUTLET
_J
DEEP TEST P
-ER-COLA110N
PIT . TEST DATA
Test Pits and Percolation Tests were witnessed by Roland J Harris
LLM 17 S QF'
Associates, Inc. and Uncas Health District and were taken from plans
INLAND WETLANDS erenred- in Note #'3
TEST PIT #71
0"- 9"' Topsail
-26' Sandy loam
2 -91" Loamy sand and gravel
No ledge, No groundwater, Mottling at 48"
TEST PIT #72
0'--10" Topsoil
10'-21" Silty sandy loam
�:32
21''-93' Silty sand
No ledge, Groundwater at 93", Mottling at 74"
TEST PIT #73
0"- 9" Topsoil
,Delta=09'10'38 9"-22" Sandy loam
22"-92" Loamy sand and gravel
X R=225.00'
L=36.04' No ledge. Groundwater at 92". Mottling at 63"
T-18.06'
Ch Brg=S27*38'24"E a TEST PIT #74
Ch=36.00' 0"- 9" Topsoil
21" Sandy loam
40' 1 "__-101 " Loamy sand and gravel
No ledge, No groundwater, No rnottling
Percolation Rate = 11 minutes./inch
40
8-51,35,
DhAINAGE, EA6EMENT IN YAVOR OF'
THE TOWN OF MONTVILLE
GRAPHIC SCALE
10 20 40
( IN FEET )
I inch = 20 rt
quollf"011A 1pp
4L
No. 17681 1
N S10�
'flP
'"U I
444146161 1�
1
ID LOT PLAN
ENE SAL L( "ATION AND
TOP PAP IIC SURVEY
LOT 2A--1 DAI. HILI, SUBWVISION
PREP, 1,FOR
st
NDA . 1
DAISY HILL ROAD MONTVILLE. CONNECTICUT
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