HomeMy WebLinkAbout89 Old HYannis Road - Site PlanTOP FNDN. = 64.5' SYSTEM PROFILE
- ACCESS COVERS TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE)
ACCESS COVER (WATERTIGHT) TO
65.0MINIMUM .75' OF COVER OVER PRECAST WITHIN 6" OF FIN. GRADE
R RUN PIPE LEVEL
PROPOSED 1500 FOR FIRST 2'
GALLON SEPTIC 60.75'
61.Q' TANK (H- 10 )
BAMS m X58.81'
MIN 58.98'
(-2-7 SLOPE) �_6" CRUSHED STONE OR MECHANICAL 58.7'
4 COMPACTION. (15.221 [23) $
DEPTH OF FLOW =
TEE SIZES: ( 5 SLOPE) ( `e SLOPE)
INLET DEPTH = 10"
OUTLET DEPTH = 14"
FOUNDATION- 15' - SEPTIC TANK 34' D' BOX -
TEST HOLE LOGS
PROVIDE MEWPORT WITHIN 6"
/-PROVIDE
FIN. GRADE ENGINEER: MICHAEL FARIA, SE
'E REQUIRED OVER SYSTEM/ 62.0' WITNESS: AMY VON HONE, RS
/ DATE: 1/10/00
DOUBLE WASHED PEASTONE
n
f 3' MAX. PERC. RATE _ < 2 MIN/INCH
59.5' CLASS I SOILS
r I I I I r DRIVEWAY /
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/ I GARAGE
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TH2
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\\0 4 BR /
\ DWELLING °
q 51.8' T.FNDN = 64.5' \ /
1 TH1 \
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LOT 5A \ \ \
40,048 s.f. \
ONO aa. \ \
DB 73646 PG. 16 \
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99-403-5A
23.0'
�r 100.2'--
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191.10 �
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BENCHMARK: NAIL SET IN TREE
AT ELEVATION 64.5'
1
0
1
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II
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13'
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�' I SPLIT STONE
�j FOUND
LEACHING
FACILITY
5'
51.7'
N
Q ELEV,
65.0' 0"
0/A/E
SL
8" 1OYR 4/1
B
LS
1OYR 5/6
30" 62.5
C
FS
2.5Y 7/6
E-1
4
63.7'
0/A
SL
1OYR 4/1
B
LS
30" 1OYR 5/6 61.2
C1
FS
2.5Y 7/6
72"
144" 53.0' 144" L
NO WATER ENCOUNTERED
SEPTIC DESIGN: (GARBAGE DISPOSER IS ___NOT A_LLO_W_ED_____)
o ) DESIGN FLOW: 4- BEDROOMS (Il0 GPD) = 44_0 GPD
°' - USE A 4420 GPD DESIGN FLOW
0-
i ( SEPTIC TANK: 440 GPD (_2 _) = 889 GALLONS
USE A 1500- GALLON SEPTIC TANK
LEACHING:
SIDES: 2(33.5 + 12.83) 2 (.74) = 137
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
APPROVED DATE
off 508-362-451
fa. 506 362-9680
I
down cape engineering, inc.
CIVIL ENGINEERS
LAND SURVEYORS
939 main St. yarmouth, ma 02675
MA
C2
FS
2.5Y 7/4
51.7'
ASSESSORS MAP 94 PARCEL
CURRENT ZONING DISTRICT: R-40
SETBACKS:
FRONT = 30'
SIDE = 20'
REAR = 20'
FLOOD ZONE: C
1. DATUM IS ASSUMED FROM QUAD
2. MUNICIPAL WATER IS AVAILABLE
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 BOARD OF HEALTH AND PERMISSION OBTAINED
FROM BOARD OF HEALTH.
TITLE 5 SITE PLAN
OF LOT 5A OLD HYANNIS ROAD
IN THE TOWN OF:
YARMOUTH (PORT)
PREPARED FOR: SID SIDDHARDTH
30 0 30 60 90 Feet
SCALE: 1" = 30' DATE: APRIL 20, 2004
ARNE H. OJALA, P.E., P.L.S.
912//ay
DATE
Jr�
DENNIS R'R
POND(/"
LOCUS
MIO CAPE a
EXIT 1
7 HIGHWAY -- RT -6
LOCUS MAP
SCALE 1" = 2000'
ASSESSORS MAP 94 PARCEL
CURRENT ZONING DISTRICT: R-40
SETBACKS:
FRONT = 30'
SIDE = 20'
REAR = 20'
FLOOD ZONE: C
1. DATUM IS ASSUMED FROM QUAD
2. MUNICIPAL WATER IS AVAILABLE
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 BOARD OF HEALTH AND PERMISSION OBTAINED
FROM BOARD OF HEALTH.
TITLE 5 SITE PLAN
OF LOT 5A OLD HYANNIS ROAD
IN THE TOWN OF:
YARMOUTH (PORT)
PREPARED FOR: SID SIDDHARDTH
30 0 30 60 90 Feet
SCALE: 1" = 30' DATE: APRIL 20, 2004
ARNE H. OJALA, P.E., P.L.S.
912//ay
DATE