HomeMy WebLinkAboutSite PlanBLDG. PAPER OR
FILTER FABRIC HOLES DOWN
GRADE
FLOW LINE (INV)
1" CRUSHED STONE
CLEANED & WASHED
BOTTOM OF TRENCH
MOTTLING LINE OR
Z o HIGH WATER TABLE
col- LEDGE / STONE
D -BOX D- BOX INV FI OR nn,
FIN. GRADE
TYP. TRENCH CROSS SECTION
SUGGESTED F. F. ELEV 104.00'
AT FDN WALL
INV 100.00'
APPROX 26 LFT
4" SOLID C.I. PIPE
1I4" PER FOOT MIN.)
FDN. FOOTING INV 98.95'
NOTE:
PROPERTY INFORMATION WAS TAKEN FROM A PLAN
ENTITLED "OXOBOXO VIEW, FINAL SUBDIVISION PLAN,
MADE FOR WALTER A. DZIENGIEL, OLD COLCHESTER
ROAD, MONTVILLE, CT', PREPARED BY CHANDLER,
PALMER & KING, NORWHICH, CT, REV JUNE 29, 1978.
LEGEND & ABBREVIATIONS
98.50' SPOT GRADE ELEVATION
98--- EXISTING CONTOUR
W---- WATER LINE
D---- CURTIN DRAIN
BSMT BASEMENT
B.T. BOTTOM OF TRENCH
C.I. PIPE CAST IRON PIPE
D—BOX DISTRIBUTION BOX
EL, ELEV. ELEVATION
FT/FT FEET PER FOOT
F.F. FINISHED FLOOR
F.L FLOW LINE (PIPE INVERT)
L FT. LINEAR FEET
MIN. MINIMUM
P-1 PERCOLATION TEST LOCATION NO. 1
PVC POLYVINYL CHLORIDE
SF SQUARE FEET
TH 1 TEST HOLE NO. 1 AND SO ON
TYP. TYPI CAL
v. I. Y J/.Vu
SECTION A—A
NOT TO SCALE
FINISHED GRADE (SEE FINAL CONTOURS)
MANHOLE
FINSP. OPEN (OPTIONAL)
APPROX 10'
00 4" SOLID PVC PIPE
C14(1/8" PER FOOT MIN) 1'- 6" MIN
cp
M
z INV 98.50'
INV 98.70'
I L
Q
6" BEDDING
MATERIAL (GRAVEL)
PROFILE — SECTION
NOT TO SC.,_E
GENERAL NOTES:
1. ELEVATIONS BASED 01, ASSUMED DATUM.
2. FOR EXACT HOUSE DIWENSIONS, SEE BUILDING PLAN.
3. SITE PREPARATION PR DCEDURE AND INSTALLATION OF THE
SEWAGE DISPOSAL SYSTEM:
A. STRIP ALL TOPSC VEGETATION, TREES, AND ORGANIC MATERIAL
IN AREA TO RECE VE FILL
B. SCARIFY SUBSOIL NHERE COMPACTED OR IF HEAVY RAIN
FALLS DURING TI-:_:' TIME OF SUBSOIL EXPOSURE.
C. ANY UNSUITABLE-.4ATERIAL ENCOUNTERED BELOW TOPSOIL TO
BE REMOVED. AFEEA TO BE INSPECTED AND APPROVED BY DESIGN
ENGINEER OR TOWN SANITARIAN PRIOR TO PLACEMENT OF FILL
D. PLACE CLEAN BAN -<—RUN SAND OR GRAVEL FILL MATERIAL IN
THE AREA OF THF NEW LEACHING TRENCHES. THE FILL
MATERIAL SHALL PE SILT AND BOULDER FREE (NO MORE THAN
2% FINES SHALL z: ASS A #200 SIEVE). THE PERCOLATION
RATE OF THE FILL MATERIAL, WHEN IN PLACE, SHALL BE
APPROX 5 MINUS PER INCH.
E. FILL SHALL BE PL-' :ED AND COMPACTED IN 8 TO 12 INCH
LAYERS TO 90% CD GREATER COMPACTION. TRUCKS SHALL
NOT BE DRIVEN C _R THE SYSTEM AREA UNTIL AN INITIAL
12 INCH UFT IS 11. PLACE.
F. LEACHING SYSTEM -0 BE INSTALLED TO PLAN ELEVATIONS
SHOWN AND IN A:. _ORDANCE WITH THE STATE OF CONNECTICUT
PUBLIC HEALTH C'_E.
G. COVER SYSTEM WI'-- TOPSOIL, 4 INCH MINIMUM (LOAM),
GRADE TO PREVD. - PONDING, AND SEED WITH GRASS TO
STABILIZE. THE F .AL GRADE 15 FEET FROM THE LEACHING
TRENCHES SHALL _E AT LEAST THE SAME ELEVATION AS TOP
OF THE LEACHING -RENCHES.
4. NO WELLS OR SEPTIC S -STEMS LOCATED WITHIN 75 FT FROM THE PROPOSED
WELL AND SEPTIC SYS -M.
5. THE HOUSE & SYSTEM RE TO BE STAKED BY THE ENGINEER/SURVEYOR
PRIOR TO ANY CONSTR, TION.
DESIGN NOTES:
NEW (4) BEDROOM HOUSE
DESIGN PERCOLATION RANGE 1-5 MIN/INCH
USE 1250 GALLON SEPTIC TANK (MIN. UG. CAP.)
REQUIRED MINIMUM LEACHING AREA = 500 SF
USE (3)-55 LFT x 3 FT IN WIDTH, SPACED 12 FT,
LEACHING TRENCH WITH END CONNECTION AS SHOWN
TOTAL LEACHING AREA PROVIDED :
3x55x3+2x9 x3= 549 SF.
WE TLAN D
INITIAL SECTION OF PIPE FROM D—BOX
TO THE LATERALS IN THE LEACHING TRENCH
ARE LEVEL AND ARE NOT PERFORATED.
S46 22'14'W
111.36'
APPROX ELEV 98.67' N z
4" PERFORATED PVC PIPE
co
N
3/4" TO 1-1/2" CLEAN STONE DOUBLE WASHED
INV 98.17'
BOT. OF TRENCH
D" B 0 X ELEV 97.00'
2 OUTLETS
2) LEACHING TRENCHES
EFFEC11VE AREA = 417 SQ. FT.
DEEP TEST HOLE AND PERCOLATION DATA
OBSERVATION DATE: DECEMBER 27, 1988
WITNESSED BY: CONNIE, UNCAS HEALTH DISTRICT
TH #1 0" — 7" TOPSOIL
7" — 28" BROWN SANDY SUBSOIL
28" — 42" ORANGE BROWN MEDIUM SAND,
J RR SPIKE IN OAK
COMPACTED WITH SMALL STONES
42" — 90" GRAY SAND
NO GROUND WATER, NO LEDGE, MOTTLING AT 23"
TH #2 0" — 10" TOPSOIL
10" — 30" SANDY BROWN, LOTS OF STONES
30" — 47" ORANGE BROWN MEDIUM SAND
47" — 89" VERY FINE GRAY SAND
NO GROUND WATER, NO LEDGE, MOTTLING AT 23"
TH #3 0" — 9" TOPSOIL
9" — 16" BROWN SANDY SUBSOIL
16" — 45" ORANGE BROWN MEDIUM SAND
45" — 80" GRAY SAND
NO GROUND WATER, NO LEDGE, MOTTLING AT 32"
TH #4 0" — 10" TOPSOIL
10" — 23" ORANGE BROWN FINE SANDY SUBSOIL
23" — 46" YELLOW BROWN SAND
46" — 87" VERY FINE SAND
NO GROUND WATER, NO LEDGE, MOTTLING AT 30"
PERCOLATION RATE 1.25 MIN/INCH
0
0
0
KEY MAP
SCALE 1" = 200'
0
SILT FENCE OR HAYBALES
V)
w
UJ
O
U
n
O
O
BUILDING SET BACK UNI
PROPERTY LINE
TH#1
TH #3
a /
TH#2 \ /
f
i
100% RESERVED\ SEPTIC ARE
J
A
M #4 ... ,, -
011 \
I P- 1
0
N
a 4" DIA VC APERFORTED) PIPE
IOI .
TO 1. P.
av
4"PVC (SOLID) PIPE
D— BOX
1250 GAL (MIN)
SEPTIC TANK F
RECEIVED MAR f 5 $989
SITE PLAN FOR SEPTIC SYSTEM DESIGN
FOR THE PROPERTY OF
DANIEL McCARTHY
OFF OLD COLCHESTER ROAD
OAKDALE, CONNECTICUT
REV. 3/13/89 :: SCALE AS NOTED
DATE : SCALE
TNMULLEN
L AND SURVEYORS
152 ROUTE 163 UNCASVILLE, CONN.
s r
I BENCHMARK
J RR SPIKE IN OAK
ASSUMED ELEV. 100.00'
A
M #4 ... ,, -
011 \
I P- 1
0
N
a 4" DIA VC APERFORTED) PIPE
IOI .
TO 1. P.
av
4"PVC (SOLID) PIPE
D— BOX
1250 GAL (MIN)
SEPTIC TANK F
RECEIVED MAR f 5 $989
SITE PLAN FOR SEPTIC SYSTEM DESIGN
FOR THE PROPERTY OF
DANIEL McCARTHY
OFF OLD COLCHESTER ROAD
OAKDALE, CONNECTICUT
REV. 3/13/89 :: SCALE AS NOTED
DATE : SCALE
TNMULLEN
L AND SURVEYORS
152 ROUTE 163 UNCASVILLE, CONN.