HomeMy WebLinkAbout18 Tabor Road 11/05/01TDP FNDN EL, 25.8'
SYSTEM PROFILE
ACCESS COVER TO WITHIN 6' OF FIN. GRADE (NOT TO SCALE)
ACCESS COVER (WATERTIGHT) TO
2!�] MINIMUM .75' OF COVER OVER PRECAST r WITHIN 6' OF FIN. GRADE
2% SLOPE REQUIRED OVER SYSTEM
22.0'
PROPOSED 1500
GALLON SEPTIC
21'291 TANK (H- 10 )
EL. 17.10' ...
MIN
< 2 Z SLOPE)
DEPTH OF FLOW = 4
TEE SIZES, 10"
INLET DEPTH
OUTLET DEPTH 14'
FDUNDATIONI- 10'
BASE OF FOOTING TO BE AT EL. 17.10'
(2' ABOVE ADJUSTED WATER
ELEVATION)
RUN PIPE LEVEL
FOR FIRST 2'
21.04' 1/0.4V
-
cAS 20.75'
BAFFLE 20,92'
6' CRUSHED STONE OR MECHANICAL
COMPACTION. (15.221 121)
< 7. SLDPE) ( % SLOPE)
SEPTIC TANK 12
,+ 20.4
/
/
/
/
/
/
1.0
oA�
11 / I
}_ 20.9
HIGH POINT / / 21.4 W \
/
2 .1
1
5' REMOVAL OF UNSUITABLE SOIL.
REQUIRED AROUND PERIMETER OF
LEACHING FACILITY, DOWN TO
SUITABLE SOIL LAYER. REPLACE
WITH CLEAN MED. SAND, ENGINEER
TO INSPECT AND CERTIFY
REMOVAL
01-223
+ ?0.5
GAP SLAB AT
EL. 24.8'
PROP. 3 BR
DWELLING
TOP FNDN - 25.8'
20.2
DECK � /
PROPOSED WALKOUT DOOR
LOT 25
12,913± SQ. FT.
+ 19
2' DOUBLE WASHED
TO DOUBLE ■
D' BOX =i 9'
C:`
BENCHMARK: PK NAIL
I IN ROAD AT EL. 20.00'
+ 19.9
PROP. IRETAIN .NG WALL
(DESIGN BY OTHERS)
E
+
+ 19.6
LEACHING
FACILITY
- 22.5',
0.75' MIN
20.1
5'
USE ADJ. WATER
AT EL. 15.10'
TEST HOLE' LOGS
ENGINEER RICK JUDO. RS �---_--
S : O
WITNESS: LYNN MULKEEN PxErfe�
9/25/01
DATE -
PERC. RATE = < 2 MINCH
o
CLASS- SOILS P# sA� ueeaFi em
�cAR
Q ELEV, Q
0' 20.7 �" 21.2 SILVIRLEAF
LANE
0 0
3"
4„ A/E LOCATION MAP NOT TO SCALE
A/E
LS
p„ 2.5Y 4/2
Bw
LS
32" 10YR 5/6
C WELL. MIW-29
F/til ZONE: B
F/M P.DJ: 3.5'
2.5Y 6/6 1OYR 6/3 *SUBDIVISION DATED 1957
110" -OBS WATER 11.5' 115' UBS WATER 11,6' OWNER/CONTRACTOR TO CONFIRM
ZONING SETBACKS WITH BUILDING
1,25^ 12B" COMMISSIONER PRIOR TO OBTAINING
---- -- - -- BUILDING PERMIT
LS
S„ 10YR 4/2 ASSESSORS MAP 23 PARCEL 134.2
I
ZONING DISTRICT: R-25
Bw YARD SETBACKS:
FRONT = 30'
LS I SIDE = 6'*
REAR = 20'
1OYR 5/6 PLAN REF. - LCP 17149F
36" FLOOD ZONE: B
+ 19.3SEPTIC DESIGN' (GARBAGE DIS" S_N'OT ALLOW!:D
-�_
L" Ji -_ii L�•M• ...--nn .0 � -r.. .. _ '3Th r'nTv ..
USE A__60 GP' DESIGN 7L1_W
SEPTIC ANK: 330 GPD (2 660
USE A GALLON SEPTIC TANK
LEACHING
SIDES: .--- N1 A --
3Cx 15 ((^7:)
BOTT7M:.----
TOTAL: 450 _ S.F. 333 GPD
USE 30' r 15' LL-ACH FIELD 07 2 ROWS OF 4
STANDAR,: INFIL-RATORS EACH, W'TI-i 3' STONE AT
SIDES. 3. BF:FV N ROWS AND "'.!i' AT ENDS
LEGEND
"i00.0 PROPOSED SPOT ELEVATION
100x0 EXISTING SPOT ELEVATION
100 - PROPOSED CONTOUR
- 1.00 - EXISTING CONTOUR
BOARD OF HEALTH
A 61�#Cw'r MA
imp DATE
OFF 908-3(,,
E.
Fall P Ji
down cape engineering, irc.
CIVIL E.NC '\7_ERS
LAND SLJRVI_`_7RS
939 Hain st yormouth. ui C267
NOTES:
1. T)6TI1M Tc APPROXIMATED FROM QUAD
2. MUNICIPAL WATER IS A`!AILABLE
3. MINIMUM PIPE PITCH TO iiE 1/8' PER F'O0T.
4. DESIGN IJOADING FOR ALL. PRECAST UNITS TO BE AASHO HH=1-0,
5. PIPE JOINTS TO BE MADE WATERTIGHT.
6. CONSTRUCTION DETAILS -0 BE IN ACCORDANCE WITH MASS.
ENVIRONMENTAL CODE TITLE V.
7. THIS PLAN IS FOR PRDP03ED WORK ONLY AND NOT TO BE
USED FOR LOT LINE STAkINIG.
8. PIPE FOR SEPTIC SYSTEM` TO SCH. 40-4' PVC.
9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
INSPECTION BY BOARD 0!7 HEALTH AND PERMISSION OBTAINED
FROM BOARD OF HEALTH,
10. WATER TEST D'BOX FOR LEVELNESS
TITLE 5- SUTE PLAN
OF 18 TABOR ROAD
IN THE TOWN OF:
(WEST) YARMOUTH
PREPARED FOR: DONALD BAIT
ZER
20 0 20 40 60
SCALE: 1" 20' DATE: OCTOBER 22, 2001
Ad2NPl !f. OJALA, f .A., f .L.S. DATE