HomeMy WebLinkAbout77 Old Hyannis Road - Site PlanTOP FNDN. = 66.0'
SYSTEM PROFILE TEST HOLE LOGS
ACCESS COVERS TO WITHIN 6" 0•- FIN. GRADE (NOT TO SCALE) .PROVIDE VIEWPORt N11HIN 6" `L
ACCESS COVER (WATERTIGHT) TO OF FIN. GPADt LNCIHLtrR:._ WCNALL kANIA, S_E
d MINIMUM .75' OF COVER OVER PRECAST WITHIN 6" OF FIN. GRADE
% SLOPE RtUMINLD Ovh 5r5ttlm Ab, ABY VOIN 4E, ;,,s
RUN PIPE LEV�'L
2" bou9Lt WASNLt1 PI AStpNt�j
0• � F'DR FIRST i � n.r' t� h _ �'• '� M�� �isfW
PROPOSED 1500 N MAXIr.AtL N
F>ALLON SEPTIC Ij�,2HJ'+ i bAss�l
62,50' tANk (H- 10) ,S eun 6i.79 M AT
y G2.52
• 61.90' �� o G1DdO 0 Htjr-i o
MIN
( 2 % SLOPt) �b" CRUSHED STONE OR MECHAf✓ICAL 6 t .69 n E� 00 d � [� L7 CI 4' AROUNb
COMPACTION. (15.221 [21) - El � d Ei d El d u d
6f a�H �1F Low = 2' d C] C7 [� C1 CI C'j d a E�Y
4 (.L % SLOPE) ( % SLOPE) o $9.69 �II 71 b'
TEE ISlAst 3 4' TO 1 1/2" DOU13LE 1NASW D STONE b1AD/A
INLET DEPTH 10'
OUTLET bEPT4 s 14" �5
4" toYR 5/4 Gd.," io*1z 5/4 ,
FOUNDATION— 25' SEPTIC TANK 29' D' BOX 12' LEACHING Cl 2�' S'0
FACILITY
FS
7.69'
2.5Y 7/2
i 52" 60.4' C
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nV, S 87' 1'32"W
N / 194��-
T12 ^ ^o P 1/ \ �_ f 9
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PROP. CS *Z
cb
IN
PROP.' f
PORCH ROP. 4 BR
DWE
61 PROP.
It TH2\ '1F 88.0'
� �
J
GARAGE
N '
^� 59
s
�57 L 6N Io
h
1 6.14`
8737' 1 _E - - - - - —
i�� �1+
1 99-403-2
C2 FS
52.0'
M/FS 2.5Y 7/2
10YR 5/8
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ASSESSORS MAP 94 PARCEL
CURRENT ZONING DISTRICT: R-40
iETBACKS:
FRONT = 30'
SIDE = 20'
REAR = 20'
FLOOD ZONE: C
l I I L— L� —
I I
144" 52.7' 144" 52.0'
o I I NO WATER ENCOUNTERED NOTES:
o It I I
SEPTIC DESIGN: (GARBAGE DISPOSER IS ALLOWED _) 1. DATUM IS ASSUMED FP.OM Q!JAD
o I I DESIGN FLOW: 4- BEDROOMS (110 GPD) = 440 GPD _ 2. MUNICIPAL WATER IS AVAILABLE
I I USE A 440 GPD DESIGN FLOW 3. MINIMUM PIPE PITCH TO BE 1/8" PER 170�01`
.
I SEPTIC TANK: 44� GPD _2 _ 88Q GALLONS
I —__ __ ( ) - 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H--.1.0--.
/ 1 I USE A 1_500_ GALLON SEPTIC TANK 5.. PIKE JOINTS TO BE MADE WATERTIGHT.
LEACHING: 6 CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS.
ENVIRONMENTAL CODE TITLE V.
/ 4I ''I SIDES: 2(33.5 + 12.83) 2 (,74) = 137 7. THIS PLAN IS' FOR PROPOSED WORK ONLY AND NOT TO BE
I i BOTTOM: 33.5 x 12.83 (.74) y 318 USED FOR LOT LINE S1:A•. mrk
8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
TOTAL: 615_ S.F. 455 _ GPD
`of 1 I q -- 9 COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
USE (3) 5004A . LEACHING CHAMBI-RS (ACME OR INSPECTION
NSPMCBOARD OF
HEALTH.
DOF HEALTH AND PERMISSION OBTAINED
EQUAL)WITH
I
Wco
1
E_L GEND
I j 100.0 PROPOSED SPOT ELEVATION HISTORIC SITE PLAN
p o 1 1 1 _ (FOR FILING WITH HISTORIC COMMISSION ONLY)
100x0 EXISTING SPOT ELEVATION or,
55 J' ,` I oD _ LOT 2 OLD HYANNIS ROAD
q PROPOSED CONTOUR
g6 rI IN THE TOWN OF:
I — 100— EXISTING CONTOUR YARMOUTH (PORT)
PREPARED FOR:
SID SIDDHARDTH
- -F BOARD OF HEALTH
MA
APPROVED) DATE
off 508-362-4541
fox 508 362-9880
down 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, 2003
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