83-1543 - Site PlanLEGEND
100.0 PROPOSED SPOT ELEVATION
100x0 EXISTING SPOT ELEVATION
100 PROPOSED CONTOUR
— 1 DO — EXISTING CONTOUR
99-412
SEPTIC DESIGN: (GARBAGE DISPOSER IS NOT ALLOWED )
DESIGN FLOW: S- BEDROOMS (110 GPD) = 660 GPD
USE A 660 GPD DESIGN FLOW
SEPTIC TANK: 660 GPD (2—) = 1320
USE A 2000 GALLON SEPTIC TANK
LEACHING:
2(58 + 10.83) 2 (.74) = 203.7
SIDES:
58 x 10.83 (.74) = 464.8
BOTTOM:
TOTAL: 903 S.F. 668.6 GPD
USE (6) 500 GAL, LEACHING CHAMBERS (ACME OR
EQUAL) WITH 3.5' STONE AT ENDS AND 3' AT SIDES
a
SEPTIC PROFILE
TOP FNDN = 20.43' (NOT TO SCALE)
ACCESS COVER TO WITHIN 6" OF FIN. GRADE
ACCESS COVER (WATERTIGHT) TO
WITHIN 6" OF FIN. GRADE
MINIMUM .75. OF COVER OVER PRECAST % 2% SLOPE REQUIRED OVER SYSTEM 19 0'
17.5' —��
PROP PROPOSED 2O
17.0• GALLON SEPTIC
TANK (H- 10 )
MIN
( 2 7, SLOPE)
DEPTH OF FLOW = 4
TEE SIZES: 10"
INLET DEPTH
OUTLET DEPTH 19
RUN PIPE LEVEL
FOR FIRST 2'
16.75' JIL
GAF 16.26'
BAFFLE 16.43
6" CRUSHED STONE OR MECHANICAL
COMPACTION. (15.221.[21)
( 2 X SLOPE)
#5 ={•QoD VUY
1,56 WIRE
�o
BENCHMARK #6
FIRE HYDRANT
_TAG BOLT #1462
ELEV =,,o L56'
NGVD
16' D' BOX
SAS. IN AREA
11OWN.
DOUBLE
tl _;d W_
f1
p9w
3/4" TO 1 1/2" DOUBLE WASHED STONE
28'
5 REMOVAL REQUIRED AROUND PERIMETER OF LEACH
FACILITY, DOWN TO SUITAELE SOIL LAYER. REPLACE WITH CLEAN
MEDIUM SAND. ENGINEER TO INSPECT AND CERTIFY REMOVAL.
NOTE: PROVIDE SUPPORT FOR BOULDER (OR REMOVE) DURING
CONSTRUCTION OF SEPTIC SYSTEM/SOIL REMOVAL, AS NECESSARY
LEACHING
FACILITY
VARIANCE REQUESTED UNDER 15.405 1(b): REQUEST
REDUCTION IN SETBACK TO FOUNDATION, 20' TO 15'
DUE TO SITE CONSTRICTIONS (30 MIL LINER
PROVIDED FOR MITIGATION)
5.17'
EL. 8.0' TH2
MS
162"
10YR 6/8 4.5' 144"
NO WATER
NOTE: G -W TIDALLY INFLUENCED
NOTES:
1, DATUM IS NGVD (RM 1)
2. MUNICIPAL WATER IS EXISTING
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
4, DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 10
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 WORK ONLY AND NOT TO BE
USED FOR LOT LINE STAKING.
8. PIPE FOR SEPTIC SYSTEM TO SCH, 40-4" PVC.
9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
INSPECTION BY BOPIRD OF HEALTH AND PERMISSTm, nuTA?NFD
FROM BOARD OF HEALTH.
10. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE
LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR
TO COMMENCEMENT OF WORK.
11. ROOF RUN-OFF SHALL BE DIRECTED TO DRYWELLS, OR
TO STONE TRENCHES
TITLE S SITE PLAN
OF 108 MILL LANE
IN THE TOWN OF:
YARMOUTH (PORT)
PREPARED FOR: RONALD AND LAUREL GABEL
30 0 30 60 90
SCALE: 1" = 30 DATE: SEPTEMBER 27, 2000
REV. FEBRUARY 2, 2001
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ARNE �s ARNE H. yG�,
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4 No. 2 37E1 04 No.3 2 ��/
Ff. 0 L P.L.S. DATE
off 506-362-4541
fox 906 362-9860
down cape engineering, inc.
CIVIL ENGINEERS
LAND SURVEYORS
939 main st. yarmouth, ma 02675
TEST
HOLE
LOGS
ENGINEER:
M. FARIA, SE
WITNESS: KELDA GORMAN/BRUCE
MURPHY
DATE:
FEBRUARY 9, 2000PERC.
RATE _
< 2 MIN/INCH
I
SOILS
P#
MN.L LANECLASS
j04-
9ELEV.
Q
ELEV.�0"18.020.0.
pMlll POND
Z`AFILL
SL
10"
10YR 3/1
MAP NO SCALE
12"
B
B
B
LS
ASSESSORS MAP 121 PARCEL 13
10 5/6
14"
10YR 5/6
ZONING DISTRICT: R40
36"
-YR
15
YARD SETBACKS:
FRONT = 30'
ff
C1
SIDE = 20'
60"SILT
REAR = 20'
LOAM
FLOOD ZONE: V4 EL. 14, A5 EL 12, A3 EL. 11, C
2.5Y 5/4
C2
V4 FLOODZONE IN MARSH AREA
108"
COS
HOUSE AND ADDITION LIE IN FLOODZONE C
SOME SILT
C2
1
OBS. WATER
8.0'
2.5Y 5/4
MS
162"
10YR 6/8 4.5' 144"
NO WATER
NOTE: G -W TIDALLY INFLUENCED
NOTES:
1, DATUM IS NGVD (RM 1)
2. MUNICIPAL WATER IS EXISTING
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
4, DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 10
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 WORK ONLY AND NOT TO BE
USED FOR LOT LINE STAKING.
8. PIPE FOR SEPTIC SYSTEM TO SCH, 40-4" PVC.
9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
INSPECTION BY BOPIRD OF HEALTH AND PERMISSTm, nuTA?NFD
FROM BOARD OF HEALTH.
10. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE
LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR
TO COMMENCEMENT OF WORK.
11. ROOF RUN-OFF SHALL BE DIRECTED TO DRYWELLS, OR
TO STONE TRENCHES
TITLE S SITE PLAN
OF 108 MILL LANE
IN THE TOWN OF:
YARMOUTH (PORT)
PREPARED FOR: RONALD AND LAUREL GABEL
30 0 30 60 90
SCALE: 1" = 30 DATE: SEPTEMBER 27, 2000
REV. FEBRUARY 2, 2001
\OF
`P`1H Of dIgIJN %1q'pJ\
oz� q
ARNE �s ARNE H. yG�,
y, `F\ � alnnLn C T
v OJA A 1 L
4 No. 2 37E1 04 No.3 2 ��/
Ff. 0 L P.L.S. DATE
off 506-362-4541
fox 906 362-9860
down cape engineering, inc.
CIVIL ENGINEERS
LAND SURVEYORS
939 main st. yarmouth, ma 02675