HomeMy WebLinkAbout77 Old Hyannis Road - Site Plan 4TOP FNDN. = 66.0' SYSTEM PROFILE
-� ACCESS COVERS TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE)
ACCESS COVER (WATERTIGHT) TO
65.0' MINIMUM .75' OF COVER OVER PRECAST WITHIN 6" OF FIN. GRADE
I
i RUN PIPE LEVEL
i \ 63.0• PROPOSED 1500 FOR FIRST Y
-d
GALLON, SEPTIC 62.25'
62.50' TANK (H-•.10 )
I S ROTU o�-61.79'
t 61
M!N .90'
(--!-y SLOPE) �L_6" CRUSHED STONE OR MECHANICAL 0 61.69
COMPACTION. (15.221 (2))
DEPTH OF FLOW 4', MIN
TEE SIZES: ( : SLOPE) (-9 SLOPE)
.INLET DEPTH = 10"
OUTLET DEPTH 14"
i
PROVIDE VIE'NPORT WITHIN 6"
OF FIN. GRADE
2X SLOPE REQ IR D OVER SYSTEM 65. G'
2" DOUBLE w SHED PFA�TONE \
/ 3' MAX.
62.52'
— C7017-1 COEai_j
IC 171 p Q Q M 0 i'-71 0 4' AROUND
FOUNDATION— 25 — SEPTIC TANK 29 D' BOX 12'
99-403--2
LEACHING
FACILITY
7,69'
V
52.0'
TEST HOLE LOGS
ENGINEER: MICHAEL FARIA, SE
WITNESS: AMY VON HOKL;, RS
DATE: 1/10/00
PERC. RATE _ < 2 MIN/INCH
CLASS I SOILS
Q ELEV. Q
0" 64.7' 0" 64.0'
O/A 0/A
LS LS
4 1OYR 5/4 64,3' 1OYR 5/4
Cl 24" 62.0'
FS
2.5Y 7/2
52" Fn a'
C2
M/FS
10YR 5/8
C
FS
2.5Y 7/2
DENNIS 1 RJR.
L �PONDf
E
En /
LOCUS
M10 CAPE of
17-10171
O QC1C7i�
2'
71 0
=I
C M CI O
3/4"
TO 1
1/
OUBLE WASHED STONE
FOUNDATION— 25 — SEPTIC TANK 29 D' BOX 12'
99-403--2
LEACHING
FACILITY
7,69'
V
52.0'
TEST HOLE LOGS
ENGINEER: MICHAEL FARIA, SE
WITNESS: AMY VON HOKL;, RS
DATE: 1/10/00
PERC. RATE _ < 2 MIN/INCH
CLASS I SOILS
Q ELEV. Q
0" 64.7' 0" 64.0'
O/A 0/A
LS LS
4 1OYR 5/4 64,3' 1OYR 5/4
Cl 24" 62.0'
FS
2.5Y 7/2
52" Fn a'
C2
M/FS
10YR 5/8
C
FS
2.5Y 7/2
DENNIS 1 RJR.
L �PONDf
E
En /
LOCUS
M10 CAPE of
EXi l I
7 I HIGHWAY
LOCUS MAP SCALE 1" = 2000'
ASSESSORS MAP 94 PARCEL
CURRENT ZONING DISTRICT: R-40
SETBACKS:
FRONT = 30'
SIDE - 20'
REAR = 20'
FLOOD ZONE: C
S 87' 1'32" W I 1
1946 \ Sg 1 1 144" 52.7' 144" 152.0'
99� \ d 3 I I NO WATER ENCOUNTERED NOTES:
SEPTIC DESIGN: (GARBAGE DISPOSER IS ____NOT ALLOWED 1 DATUM IS ASSUMED FROM QUAD
D°o i DESIGN FLOW: 4_ BEDROOMS (>>0 GPD) = 440 GPD 2. MUNICIPAL WATER IS AVAILABLE
fia I I U% A 440 GPD DESIGN FLOW 3. MINIMUM PIPE PITCH TO BE 1/8" PER F00T.
q 7 SEPTIC_ TANK: 440 GPD (_ _) 880 GALLONS 4. DE'i1GN LOADIN[: FOR ,Iii; PAr'^1107 T,
USE A.Z`.0 GALLON SEPTIC TANK 5. Pli E JOINTS 10 BE MADE PYA', Er. i lGli i'.
^\ I I
T ry I I LF�''F?NJG 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE KITH MASS.
/ ENVIRONMENTAL CODE TITLE V.
P� \ ,/ I S,, ES: 33.5 + 12.83) 2 (.74) = 137 7. THIS PLAN IS FOR PROPOSED WORK ONLY
AND NOT TO BE
IPP \ - PRw' DF7CIC ,IL�N
`USED FOR LOT LINE STAKING.
BOTTOM: 33.5 x 12.83 (.74) = 318
8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
��TOTAL: 615S.F. 455GPD g, COMPONENTS NOT TO BE BACKFILLED OR N( A' NIpal CO ,E LED 1 THOUT
R J USE (3) 500 GAL. LEACHING CHAMBERS (ACME OR INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
TH2D M MIX!?EQUAL) WITH 4' STONE ALL AROUND FROM BOARD OF HEALTH.
wGARAW
! LEGENDPROPOSED SPOT ELEVATION7772.E 5 SI%E PLAN
! eI 1 �
I
! ! ! —(D PROPOSED CONTOUR
100x0 EXISTING SPOT ELEVATION OF
L 6� / 562 l ! 10o LOT 2 OLD HYANNIS ROAD
�`�---/—IN✓ 5 �`Z p�
I 56 1 ! IN THE TOWN OF:
1 6.14 a — 1I ! Q lo()— EXISTING CONTOUR
87,37,¢3" E / J I' YARMOUTH (PORT)
----1----•L-------"------- I PREPARED FOR: SID SIDDHARDTH
__J
_—_------"-"--"'---- — — — — — — — BOARD OF HEALTH
A PROVED DJ ATE03 _ L��2�� MA
_ o11 508 -JB2 -4841
/m 508 362-9880
I
dawn cape engineering, inc.
CIVIL ENGINEERS
LAND SURVEYORS
939 main St. yarmouth, ma 02675
30 0 30 60 90 Feet
SCALE: 1" = 30' DATE: _JUNE 4„200333`
ARNE _�` uRgm,
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FILE IftOM
GC73
P.L.S. DATE
HLE COPY