HomeMy WebLinkAbout83-1621 - Site PlanTOP FNDN. = 12.5' SYSTEM PROFILE
(PROP) /-'-" ACCESS COVER TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE)
// ACCESS COVER (WATERTIGHT) TO
MINIMUM .75' OF COVER OVER PRECAST WITHIN 6" OF FIN. GRADE
2% SLOPE REQUIRED OVER SYSTEM
RUN PIPE LEVEL a" PERF. PVC \ 2• PEASTONE
9.0' FOR FIRST 2' \
PROPOSED 1500 -
8.7 GALLON SEPTIC $ 49'
TANK (H- 10 ) AS
` AFFLE8,4Q'
MIN
( 2 % SLOPE) �_6" CRUSHED STONE OR MECHANICAL
COMPACTION. (15.221 [2])
DEPTH OF FLOW = 4' ( 1 % SLOPE) ( % SLOPE)
TEE SIZES:
INLET DEPTH = 10"
OUTLET DEPTH - 14"
FOUNDATION- 10' - SEPTIC TANK 9' D' BOX
\S.
+ eft
#s<46�'
HE2.37
-142.38
90-185
/
' 1
1 11,
+12.46 I
1 01
4<53 cJf
+11.32
112.56 1 1
+11.56
SH ` L ` '+112.28 .i.
+11.43 DRI -'WAY
�13R9312.4Y'
10.59 \
EXISTING I
WELL _
+Ig1.61
EXISTING
HOUSE
(MATCHED)
FF) ELEV
11/76' O6I
Xn.54
UTILITY
POLE
�/ \ 2.64 72.67\
6�2
0?
rn �
'� \ X12.79 PAVED
DRIVEWAY
+1 4\ K \
30" OAK
/
113'
PROPOSED WORK LIMIT LINE OF
STAKED HAYBALES AND SILT
FENCE
8.5'
I 15'
-3/8" TO 1-1/2" WASHED STONE
USE ADJ. WATER AT EL. 2.5'
(TIDALLY INFLUENCED)
10' LEACHING
FACILITY
EXISTING I
WELL - AO
+13.93
--+13.61
3"i70 BENCHMAF
CONCRETE
TEST HOLE LOGS
ENGINEER: ARNE H. OJALA, PE
WITNESS: AMY VON HONE, RS
DATE: 10/29/97
PERC. RATE _ < 2 MIN/INCH
CLASS I SOILS
LV1 ELEV.
0" 1 2.7'
0 & A
12"
B
LS
10YR 5/6
36" 9.7'
C1
SL
2.5Y 5/6
72" 6.7'
C2
MS
135" OBS WATER
144" 2.5Y 5/6 0.7'
UNCLE V \
ROBERTS
COVE
LOCATION MAP NO SCALE
ASSESSORS
MAP 9 PARCEL 6
SETBACKS:
FRONT =
25'
SIDE =
12'
REAR =
20'
REF. LCP 4075
FLOOD ZONE: B & Al2 EL. 10
APPROVED
BOARD OF HEALTH
DATE MA
01/ 508-362-4541
lox 506 362-9880
down cape engineering, inc.
CIVIL ENGINEERS
LAND SURVEYORS
939 Main st. yarmouth, no 02675
(WEST) YARMOUTH (GREAT ISLAND)
PREPARED FOR: COLIN PHIPPS
20 0 20 40 60 Feet
SCALE: 1" = 20' DATE: JANUARY 10, 2003
3
TE
ELEV - 14.03' V
NOTES:
i'
-Fr37-�
NOTE: CLIVUS SYSTEM PROPOSED
SEPTIC DESIGN:
(GARBAGE DISPOSER IS NOT ALLOWED_ ) _
1.
DATUM IS NGVD (RM 31)
3DESIGN FLOW:
2_ BEDROOMS (66' GPD) 46_2 GPD
2.
MUNICIPAL WATER IS NOT AVAILABLE
USE A 462 GPD
DESIGN FLOW *40% REDUCTION ALLOWED
3.
MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. '
SEPTIC TANK:
462 GPD (_2 _) = 924 GALLONS
4.
DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 10
^moo
5.
PIPE JOINTS TO BE MADE WATERTIGHT.
USE A 1500_
GALLON SEPTIC TANK
6.
CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS.
LEACHING:
ENVIRONMENTAL CODE TITLE V.
SIDES: _____
NIA______ (__) _ GPD
7•
THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE
1'
____
USED FOR LOT LINE STAKING.
o
BOTTOM:_____
32 x 20 (_74) = 473 GPD
8.
PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
N
TOTAL: 640 _
S F _473 GPD
9.
COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
/
USE 32' x 20'
LEACH FIELD OF PIPE AND STONE AS SHOWN
INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
FROM BOARD OF HEALTH.
10.
CESSPOOLS TO BE PUMPED AND REMOVED.
1� 3.24
LEGEND
11.
ROOF RUNOFF TO BE DIRECTED TO CISTERNS
\ WHITE CEDAR
ROAD
100.0
PROPOSED SPOT ELEVATION
10 (UNCONSTRUCTED)
SITE PLAN
100x0
EXISTING SPOT ELEVATION
100
OF
74 WHITE CEDAR ROAD
PROPOSED CONTOUR
100
- EXISTING CONTOUR
IN
THE TOWN OF:
APPROVED
BOARD OF HEALTH
DATE MA
01/ 508-362-4541
lox 506 362-9880
down cape engineering, inc.
CIVIL ENGINEERS
LAND SURVEYORS
939 Main st. yarmouth, no 02675
(WEST) YARMOUTH (GREAT ISLAND)
PREPARED FOR: COLIN PHIPPS
20 0 20 40 60 Feet
SCALE: 1" = 20' DATE: JANUARY 10, 2003
3
TE