HomeMy WebLinkAboutPlanSCALE 1" = 100'
FIN. GRADE
HIGH LEVEL
OVERFLOW D—BOX
I
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i
INV EL 329.17'
B.T. #3 EL 328.1
F. F. EL 336.00'
AT FDN WALL
INV 3,51.58'
FDN. FOOTING
B.T. #1 & #2 EL 329.17'
SEC11ON A- A
NOT TO SCALE
APPROX 28 FT)
LEGEND & ABBREV{ATIONS
f
WATER UNE i
D—D— DRAIN LINE
W IEW + 98.50' SPOT GRADE ELEVATIO'. WE
99 --- EXISTING CONTOUR
o 98 NEW CONTOUR
BSMT BASEMENT
e) r
B.T. BOTTOM OF TRENCH
N I C.I. PIPE CAST IRON PIPE
AM
m;
jj D—BOX DISTRIBUTION BOX
EL, ELEV. ELEVATION
iii !
FT'%FT FEET PER FOOT
M F.F. FINISHED FLOOR
FLOW LINE (PIPE IN R:+ F.L VE ,
i Ir L T. LINEAL FEEFs
r k M!N UM{NIM M i
c TIONTEST LOC I ON N0.
1co
PERCOLAP
c CHLORIDE3PVG'" POLYVINYL c
0
c
30 SQ. FT. SQUARE FEET j
TH1 TEST HOLE N0. AND ON
in TYP TYPICALr,
f i
o z f 64 T
s' y
rSTAKEDHAYBALES — — I
1 1000 GAL. f.:. N
SEPTIC TAN' 0°
CAP tTHISi EN A
op3
O, D—BOX
WETLAND BOUNDARY—/'
1141
a 1
00
iii
BLDG SETBACK LINE \,,f
M.,
r"
TH-2 \\ (3)-55' LONG LEACHING
TRENCH 3' WIDE, 12 FT,
a I ON CENTERS
0$. 100 RESERVE AREA
70
t
P— AA l
GENERAL NOTES:
1. ELEVATIONS BASED ON ASSUMED DATUM ESTABLISHED AT SITE.
2. FOR EXACT HOUSE DIMENSIONS, SEE BUILDING PLAN.
3. THE WETLANDS AREA SHOWN ON PLAN IS APPROXIMATE AND
TAKEN FROM APPROVED SUBDIVISION DRAWING REFERENCED
IN SECTION CONTAINING SOIL TEST DATA
4. RECOMMENDED SITE PREPARATION PROCEDURE AND INSTALLATION
OF THE SEWAGE DISPOSAL SYSTEM:
A. STRIP ALL TOPSOIL, VEGETATION AND ORGANIC MATERIAL
IN AREA TO RECEIVE FILL.
B. SCARIFY SUBSOIL WHERE COMPACTED OR IF HEAVY RAIN
FALLS DURING THE TIME OF SUBSOIL EXPOSURE—
C. ENCOUNTERED BELOW TOPSOILC. ANY UNSUITABLE MATERIAL L L
TOBE REMOVED. AREA TO BE INSPECTED AND APPROVED
BY DESIGN ENGINEER OR TOWN SANITARIAN PRIOR TO
PLACEMENT OF FILL
N BANK—RUN SAND OR GRAVEL FID. PLACE CLEAN LL MATERIAL
IN THE AREA OF THE NEW LEACHING TRENCHES. THE FILL
SHALL BE SILT AND BOULDER FREE 0 MORE THANMATERIALAN
SS 200 SIEVE). THE2?® FINES SHALL PA A PERCOLATION
RATE OF THE FILL MATERIAL, WHEN IN PLACE, SHALL BE
5.1 — 10.0 MINUTES PER INCH.
E. FILL SHALL BE PLACED AND COMPACTED IN 8" TO 12"
LAYERS TO 907 OR GREATER COMPACTION. TRUCKS SHALL
NOT BE DRIVEN OVER THE SYSTEM AREA UNTIL AN INITIAL
12 INCH LIFT IS IN PLACE.
F. LEACHING SYSTEM TO BE INSTALLED TO PLAN
ELEVATIONS SHOWN AND IN ACCORDANCE WITH THE
STATE OF CONNECTICUT PUBLIC HEALTH CODE.
G. COVER SYSTEM WITH TOPSOIL, 4 INCH MINIMUM
LOAM), GRADE TO PREVENT PONDING, AND SEED
WITH GRASS TO STABILIZE. THE FINAL GRADE 15
FEET FROM THE LEACHING TRENCHES SHALL BE AT
LEAST THE SAME ELEVATION AS TOP OF THE LEACHING
TRENCHES.
5. BENCHMARK ESTABLISHED ADJACENT TO PROPOSED BUILDING
AND SEWER DISPOSAL SYSTEM.
6. PROVIDE EROSION & SEDIMENTATION CONTROL ON THE PROPERTY
IN ACCORDANCE WITH THE "APPROVED SUBDIVISION PLANS" AND
CONNECTICUT GUIDELINES FOR SOIL EROSION AND SEDIMENTATION
CONTROL."
cl-yqY6 NO WELL LOCATED I NEW THREE BEDROOM HOUSE.
1
WITHIN 75' -OAF PROP. DESIGN PERCOLATION RATE 10.1 — 20.0 MIN.,/IN. A i S SYSTEMi P
t ;
of
DESIGN:
4
D BOX INLET
INV EL 330.17'
SEE SECTION --•
OVERFLOW U
O r
0 / S
70, /
D -BOX COVER _ 200 4, A
jm
AL_-JLATLEACHING AREA PRO"ODED ._.., =.
3 X 74 X 3,+ 1 X 9 X 3)— 666 + 27 = 693.0 SQ. FT.
r
100% RESERVE AREA IS PROVIDED,
NO ON—SITE GRAY WATER DISPOSAL SYSTEM PROVIDED.
DISTRIBUTION PIPE
y`
4• C/r TEST HOLE AND PERCOLATION DATA 08 *AINED FROM DRAWING
INV EL 330.17' ` _ TITLED "SPRUCE HILL SUBDIVISION, PROPIPTY OFRICHARD
D. AND RICHARD E. LOVE, LYNCH HELL R D, MONTVILLE, CT., SEE PROFILE SEC.
f/
lyo PREPARED BY TOTAL TECHNOLOGY INC., W LONDON, CT.. DATED
SET D — BOX ON FIRM GROUND
OR WELL COMPACTED FILL
HIGH L L O'VERF'LOW
D - BOX DETAIL
NOT TO SCALE
FINISHED GRADE (SEE FINAL CONTOURS)
r_. INSP. OPEN (OPTIONAL)
APPRX 3'
4_ _ _'__SOgD PVC PIPE
1/8" PER FOOT MIN)
LiI
INV 330.67'
INV 330.75'
6" BEDDING
MATERIAL (GRAVEL)
PRORLE — SECION
NO SCALE
INV 330.33'
11D11 BOX
2 OUTLETS
TO NEXT LOWER
TRENCH
INITIAL SECTION OF PIPE FROM D—BOX
TO THE LATERALS IN THE LEACHING TRENCH
ARE LEVEL AND ARE NOT PERFORATED.
SEPTEMBER 1987.
SUBDIVISION APPROVED BY THE MONTVIL. ZONING & PLANNING
COMMISSION DECEMBER 12, 1987.
t
TH #AA
4
O" — 10" TOPSOIL
10" — 20" LIGHT BROWN FINE SANS; LCAPM
20" — 72"' GRAY COMPACT MED. )t1DY GRAVEL; TRACE OF SILT.
NO GROUND 'NATER; LEDGE AT 72", TTLIN,, AT 30" — 33".
PERC RATE: 1" IN 1 MINUTE (SEE NOT- --_ >
C.L 4" DIA PERFORATED PVC PIPE
HOLES FACING DOWN
FIN. GRADE TO PREVENTPONDING
4" MIN. LOAM
CONTROLLED FILL
Oil ° MIN 12" OVER TRENCH
FLOW UNE (INV)
r _
1" CRUSHED STONE
00 ., ` — CLEANED & WASHED
Z
BLDG. PAPER OR MOTTLING UNE OR
FILTER FABRIC ori HIGH WATER TABLE
001
LEDGE / STONE
TYP. TRENCH CROSS SECTION
NOT TO SCALE
D BOX COVER
D BOX INLET
FOR ELEV— — - ,— D BOX OUTLET
SEE SECTION
k '` FOR ELEV SEE
SECTION
677
iSETD — BOX OIC RM GROUND
OR WELL LOMPAI FILL
D - 8 C- DIETIA1 LBICC.7 GALE
sw
o
v G,r• o f Fp's p1l P '
4r
ja
NOTE: REVIEW OF SOIL PROFILE DATA INDICATED POSSIBLE ERROR IN
THE PERC TEST RESULT, THEREFORE, KING & MULLEN PERFORMED
INDEPENDENT TEST ON SEP 15, 1988 TO OBTAIN ACTUAL SITE DATA.
TH #1
0'" — 6" TOPSOIL
6" — 23"
APPROX EL 330.83'
23" — 63"
I
63" — 90" GRAY TO BROWN SAND
PROADE (,'ERFLOW D—BOX
4" PERFORATED PVC PIPE
TH # 2
AS SHO' IN PLAN &DET.
O" — 7"
N
3/4" TO 1-1/2" CLEAN STONE DOUBLE WASHED
DARK BROWN SANDY LOAM
18" — 78" LIGHT BROWN TO GRAY SAND
WATER AT 78"
BOT. OF TRENCH _1
TH # 3
ELEV329.17' _ _ INV 330.17'
TOPSOIL
3 LEACHING TRENCHES_
DARK BROWN SANDY LOAM
22" —
EFFECTIVE AREA = 693 SQ FT
WATER
SEPTEMBER 1987.
SUBDIVISION APPROVED BY THE MONTVIL. ZONING & PLANNING
COMMISSION DECEMBER 12, 1987.
t
TH #AA
4
O" — 10" TOPSOIL
10" — 20" LIGHT BROWN FINE SANS; LCAPM
20" — 72"' GRAY COMPACT MED. )t1DY GRAVEL; TRACE OF SILT.
NO GROUND 'NATER; LEDGE AT 72", TTLIN,, AT 30" — 33".
PERC RATE: 1" IN 1 MINUTE (SEE NOT- --_ >
C.L 4" DIA PERFORATED PVC PIPE
HOLES FACING DOWN
FIN. GRADE TO PREVENTPONDING
4" MIN. LOAM
CONTROLLED FILL
Oil ° MIN 12" OVER TRENCH
FLOW UNE (INV)
r _
1" CRUSHED STONE
00 ., ` — CLEANED & WASHED
Z
BLDG. PAPER OR MOTTLING UNE OR
FILTER FABRIC ori HIGH WATER TABLE
001
LEDGE / STONE
TYP. TRENCH CROSS SECTION
NOT TO SCALE
D BOX COVER
D BOX INLET
FOR ELEV— — - ,— D BOX OUTLET
SEE SECTION
k '` FOR ELEV SEE
SECTION
677
iSETD — BOX OIC RM GROUND
OR WELL LOMPAI FILL
D - 8 C- DIETIA1 LBICC.7 GALE
sw
o
v G,r• o f Fp's p1l P '
4r
ja
NOTE: REVIEW OF SOIL PROFILE DATA INDICATED POSSIBLE ERROR IN
THE PERC TEST RESULT, THEREFORE, KING & MULLEN PERFORMED
INDEPENDENT TEST ON SEP 15, 1988 TO OBTAIN ACTUAL SITE DATA.
TH #1
0'" — 6" TOPSOIL
6" — 23" DARK BROWN SANDY LOAM
23" — 63" LIGHT BROWN TO GRAY SAND
63" — 90" GRAY TO BROWN SAND
WATER AT 80" LEDGE AT 901" MOTTLING AT 16"
TH # 2
O" — 7" TOPSOIL
7" — 18" DARK BROWN SANDY LOAM
18" — 78" LIGHT BROWN TO GRAY SAND
WATER AT 78" LEDGE AT 78" MOTTLING AT 1"
TH # 3
0" — 7" TOPSOIL
7" — 22" DARK BROWN SANDY LOAM
22" — 821' LIGHT BROWN SAND
WATER AT 75" LEDGE AT 82" MOTTLING AT 18"
SITE PLAN FOR SEPTIC SYSTEM DESIGN
FOR THE PROPERTY OF
PAUL ALLARD
LYNCH HILL ROAD
M NT%MLLE, CONNECTICUT
SEPTEMBER 24, 1988 SCALE 1" -- '
RE's'. OCT 4, 1388 PER SAINITARIAI COMMENTS
QO 4 CO
s
DATE _. SCALE: - --
F
INU ML
L U V