HomeMy WebLinkAbout132.123 - Title 5 Site Plan (Copy 6)I t
TOP FNDN." AT EL, 26.0' SYSTEM PROFILE
ACCESS COVER TO WITHIN 6" OF FIN. -GRADE (NOT TO SCALE)
f ACCESS COVER (WATERTIGHT) TO
MINIMUM .75' OF COVER OVER PRECAST WITHIN 6" OF FIN. GRADE
RUN PIPE LEVEL
.•• Q_ FOR FIRST 2'
PROPOSED 1500
Ir
GALLON SEPTIC 22 25'
22.54' TANK (H- 10) GAS r�_ ....�
BAFFLE 21.451.28' o
MIN
( % SLOPE) 6" CRUSHED STONE OR MECHANICAL 8
COMPACTION. (15.221 [21) b'
DEPTH OF FLOW = 4 (2_5 % SLOPE) ( % SLOPE)
DRAINAGE
MANHOLE
-
COVER
i
C+�
i
i
i 2
.57
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44,78
00-095
2% SLOPE REQUIRED OVER SYSTEM
2" DOUBLE WASHED PEASTONE
3/4" TO 1 1/2" DOUBLE WASHED STONE
TEE SIZES:
INLET DEPTH = 10"
OUTLET DEPTH = 14"
LEACHING
FOUNDATION— 21' — SEPTIC TANK 31' D' BOX 13' FACILITY
t24A0
/
Q4'
/
4�
o/
,
24.91
/
C/ o
ry.
LOT 2
15,875 S
+ .38 W
/
25.14
2
BENCHMARK
CONCRETE BOUND
ELEV = 25.0'
5' REMOVAL OF UNSUITABLE SOIL REQUIRED
AROUND PERIMETER OF LEACHING FACILITY,
DOWN TO SUITABLE °OIL LAYER. REPLACE
WITH CLEAN MED. SAND.
19.17'
7.97'
11.2'
TEST HOLE LOGS
ENGINEER: MICHAEL FARIA, SE
WITNESS: KELDA GORMAN, SE _
DATE: 5/10/00
PERC. RATE _ < 2 MIN/INCH
CLASS I SOILS P# _.
0„ 4
DISTURBED
Ap
48"
C
MS
2.5Y 7/4
ELEV.
23_2' Q'
19.2' 48"
144" L 11`2'
NO WATER
SEPTIC DESIGN: (GARBAGE DISPOSER Is NOT ALLOWED )
DESIGN FLOW: 4— BEDROOMS (110 GPD) = 44o GPD
USE A 440 GPD DESIGN FLOW
SEPTIl, IA,.K: 440 U'D 1, 2 = 880
+21.4n USE A _1500 GALLON SEPTIC TANK
LEACHING:
SIDES 2(33.5 + 12.83) 2 (,74) = 137
.3l
BOTTOM: 33.5 x 12.83 (.74) = 318
TOTAL: 615 S.F. 455 GPD
USE (3) 500 GAL. LEACHING CHAMBERS (ACME OR
EQUAL) WITH 4' STONE ALL AROUND
LEGEND
100.0 PROPOSED SPOT ELEVATION
100x0 EXISTING SPOT ELEVATION
100 PROPOSED CONTOUR
— 100 — EXISTING CONTOUR
BOARD OF HEALTH
MA
APPROVED DATE
w
DISTURBED
Ap
C
MS
2.5Y 7/4
24.0'
RTE 6A
i \
LOCATION MAP NTS
ASSESSORS MAP 132 PARCEL 123
ZONING DISTRICT: R 40 (CURRENT)
YARD SETBACKS:
FRONT = 30'
SIDE = 20'
^,
REAR = 20'
PLAN REF. — 435/39
FLOOD ZONE: C
144" 1 12.0' 1
ENCOUNTERED NOTES'
1. DATUM IS APPROXIMATED FROM QUAD i.
2. MUNICIPAL WATER IS AVAII ARI F
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
I0?n Mlhlr 17nq. Al nr.I.-A^T Iu. 417C 1-, nt nAIL 1( ,i
5. PIPE JOINTS TO BE MADE WATERTIGHT.
6 CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS,
ENVIRONMENTAL CODE TITLE V.
7. THIS PLAN IS FOR PROPOSED SEPTIC SYSTEM ONLY AND IS NOT 1
TO BE USED FOR ANY OTHER PURPOSE.
8. ?IPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
FROM BOARD OF HEALTH.
1C, WATER TEST D'BOX FOR LEVELNESS
TITLE 5 SITE PLAN _
OF 42 CENTER STREET _
IN THE TOWN OF:
_ YARMOUTH (PORT)
PREPARED FOR: VARN PHILBROOK
20 0 20 40 60
SCALE: 1 20 DATE: OCTOBER 5, 2002
off 508-362-4541
fo* 508 362-9880
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939 main St.armouth, ma 02675 -- 111--- —
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