HomeMy WebLinkAbout38 Charles Street - Site & Sewage Plan4� ASSESSORS MAP: 70
PARCEL: 116
LOCUS CURRENT ZONING: R-40 1952 SUBDIVISION)
BUILDING SETBACKS:
F: 30' S: 20' R: 20'
FLOOD ZONE: C, B & A7 (EL9)
5y
ROUTE z8 ���
LOCATION MAP
LOT AREA
37,405 t S.F. r �T
(0.86 ± AC.) Jy
R ,3ti
LE $83� EDGE OF PAVE
,23
n0' _ -
\ ,\ 1 26 EXISTING COTTAGE
,
26' � \ ` 24
,
BENCHMARK TOP OF
CONCRETE BOUND
ELEV= 27.83'
20
c'U'a 4
x '
2YlJ._ f6
22'
14
VENT
12
NO
PROPOSED ADDITION
20 so r`N, / EXISTING PIING TO
BE REMOVED
TOP OF COASTAL BANK
10
PROPOSED ADDITIONS
(SQUARE OFF BREEZE -F( Y)
16
zf4
4
100' FROM BVP! 12 02 q.,:: ,, ''
gyp/ 3.8,
Sip ,
PROPOSED ADDITION 10-
(DECK) Jj cl 3 9
WORK LIMIT LINE 8-
(SEE NOTE 12) 6
EDGE OF BORDERING
VEGETATED 17ETLAND 4- 3.7V# L/
DECK 16'
14, 44, 6,
PROPOSED 31'-10"
DROOM
rDWELLINC
44'
22'-3"
PROPOSED DWELLING
r'EST HOLE LO
I MEER: THOMAS MCLELLAN, P.F__
a ESS: KELDA WELSH
9-14-99
' OLATION RATE: < 2 MIN/IN
T H-1
22.0
0/A HORIZON
LOAF.fY SAND
IOYR 3/2 21.1
B HORIZON
LOAMY SAND
1., fOYR 5/8 20.0
C HORIZON
MED -FINE SAND
2.5Y 7/2
132°�
_40
`O GROUND NATER ENCOUNTERED
SEPTIC SYST-
.DESIGN
FLOW ESTIMATE:
_6__ BEDROOMS AT IL2_-
?AY/BEDR0011 = 660 CAL/DAY
SEPTIC TANK:
0GR'
a6Q- CAL/DAY x 2 DAY:
_9O CAL
USE 1500 GALLON SEP
;'A NK
LEACHING AREA:
USE 5- 500 GALLOP' r
:r 13ERS WITH 4' OF STONE
ALL AROUND (50.5' z .:.
2' DEEP)
SIDE AREA' 50.5
r 2 =253(74) = 187 GAL/DAY
BOTTOM ARE,t
_646 SF (74) - 473 CAL/DAY
CAPACITY =56_ GALjDAY
SEPTIC SYST
=:1I
17.93
KEY:
EXISTING CONTOUR: - - -
PROPOSED CONTOUR: "" .. "' "" "" '
EXISTING SPOT ELEVATION: 25.5
PROPOSED SPOT ELEVATION: 25
TEST HOLE: -0
UTILITY POLE: -0-
FENCE LINE: - -
HYDRANT: •6 -
RETAINING WALL:
TREE:
D1I n 99=096
160
0P O
g4
•.-'
BENCHMARK AT
CONCRETE BOUND
ELEVATION = 3.96
EDGE OF SALT MARSH -' Q.
WRACK LINE S
EXISTING DOCK
12.7
EL:
"6" 07'
!TECH,
TEE SIZE,
INLET:
OUTLET
DEITAREST-MOLELLAN ENCINEERIN
24 SCHOOL STREET P.O. BOX 463
WEST DENNIS, MASSACHUSETTS 021,.
PHONE & FAX : (508) 398-7710
NOTES:
1. VERTICAL DATUM: NCVDI
2. MUNICAPAL PLATER IS I AVAILABLE.
3. SCHEDULE 40 - 4" PVC PIPE TO BE USED THROUGHOUT SEPTIC SYSTEM.
4. ALL PRECAST UNITS TO CONFORM WITH AASHTO H-10 & H-20
LOADING SPECIFICATIONS.
S. PIPE PITCH = 1/4" PER FOOT, (UNLESS NOTED OTHERWISE).
6. FIRST 2' OF PIPE OUT OF D -BOX TO BE SET LEVEL.
7. THE SEPTIC SYSTEM HAS NOT BEEN DESIGNED TO ACCOMODATE THE
USE OF A GARBAGE DISPOSAL.
8. ALL CONSTRUCTION DETAILS ARE TO BE IN CONFORMANCE WITH THE
STATE OF MASS. ENVIRONMENTAL CODE (TITLE FIVE) AND LOCAL
HEALTH REGULATIONS.
9. CONTRACTOR TO VERIFY LOCATIONS OF ALL UTILITIES PRIOR
TO CONSTRUCTION.
10. GROUND COVER OVER ALL SEPTIC SYSTEM COMPONENTS NOT TO
EXCEED 3.0'.
11, AN ELECTRIC PERMIT IS REQUIRED PRIOR TO INSTALLATION OF
PUMP SYSTEM.
12. WORK LIMIT LINE TO BE DOUBLE STAKED HAY BALES OR SILT FENCE.
LINE TO BE STAKED PRIOR TO ANY SITE FORK.
13. ROOF RUN-OFF TO BE DIRECTED TO DP.YFTELLS OR STONE TRENCHES
AT DRIP LINES,
14. ALL DISTURBED AREAS TO BE REVEGETATED OR MULCHED UPON
COMPLETION OF PROJECT.
15. EXISTING CESS POOLS ARE TO BE PUMPED AND FILLED WITH SAND
OR REMOVED,
16. D -BOX TO BE WATER TESTED TO ENSURE LEVELNESS AND EQUAL FLOW.
APPP,OVED BY:
DATE:
HOMAS 1fc-ELLA_ N. PE JOHN Z. DEMAREST JR., P.L.S.
2" PEASTONE
,
s,
i I
15.0
< > <4 ELEV.
50.5' 3
5- 500 GALLON CHAMBERS G'ITH 4' OF
STONE ALL AROUND H-20)
(TO BE VENTED)DEE )
SITE AND SEWAGE PLAN
j LOCATION.•
38 CHARLES STREET
SOUTH YARMOUTH, MA
PREPARED FOR:
DENNIS DUCHARME
SCALE: 1" = 40' DATE: 10-22-99
REFERENCE: PLAN BOOK 104 PACE 127
I
REVISED: 11-3-99 REVISED: 3-6-00 REVISED: B-4-00
INLET
0GR'
GAS��12
BAFFLE c'LL'.'
�\ 895
i
- I/
,
ELEV.
i00
- CAL 14> i /
1000 C,1L �-- DRAIN HOLE
D -BOX'
17.76
."PTIC TANK
17.93
(6" OF
ELEV.
`.DER OR I., EV.
PUMP CHAMBER
P,'ITII )1YERS SRM -4
ELEV.
STONE]
COHPACTED)
PUHP. PUMP ALARM
UNDER)
17.0
PACKAGE TO BE INSTALLED
ELEV.
DPrELLING P017ERED
DOWN
BY A CIRCUIT SEPARATE
BY
DOWN
FROH THE PUMP
POWER.(DISTANCE BETP(EEN
ON/OF r^ SWITCH TO BE 8").
(DISTANCE BETWEEN ON SIVITCH
AND ALARSV TO BE f2")
APPP,OVED BY:
DATE:
HOMAS 1fc-ELLA_ N. PE JOHN Z. DEMAREST JR., P.L.S.
2" PEASTONE
,
s,
i I
15.0
< > <4 ELEV.
50.5' 3
5- 500 GALLON CHAMBERS G'ITH 4' OF
STONE ALL AROUND H-20)
(TO BE VENTED)DEE )
SITE AND SEWAGE PLAN
j LOCATION.•
38 CHARLES STREET
SOUTH YARMOUTH, MA
PREPARED FOR:
DENNIS DUCHARME
SCALE: 1" = 40' DATE: 10-22-99
REFERENCE: PLAN BOOK 104 PACE 127
I
REVISED: 11-3-99 REVISED: 3-6-00 REVISED: B-4-00