HomeMy WebLinkAboutDecision 4813IF
SEPTIC DESIGN: (GARBAGE DISPOSER Is NOT
ALLOWED __)
DESIGN FLOW: 4__ BEDROOMS (110_GPD)
=440 (;LSD
USE A440 GPD DESIGN FLOW
24" OAK
SEPTIC TANK: 440 GPD (2-) = 880
NOTES:
USE A 1500 GALLON SEPTIC TANK
1Oo
LEACHING:
DATUM IS APPROXIMATED FROM DENNIS QUAD
2(43.5 + 9) 2 (.74)
= 155.4
SIDES:
MUNICIPAL WATER IS EXISTING
43.5 x 9 (.74) =
289.7
BOTTOM:
MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
TOTAL: 601.5 S F 445.1 GPD
USE 6 HIGH CAPACITY INFILTRATORS WITH
3' STONE
ALL :AROUND AND 14" UNDER
APPROVED DATE
HOARD OF HEALTH
NC EXIS"I:: USE PERMITTED UNDER VARIANCE #2941
C�. RUCTi . PROPOSED IS SUBJECT TO PROVISIONS OF
YA JTH :ING BY-LAW AND OTHER APPLICABLE RULES AND
RE aTION.:,
4 �i020
25.3
JJ.
11 �-
\lam I I
�\ 1
lzy
ISLAND
EXISTING PARKING AREA
(35 VEHICLES)
SEPTIC PROFILE TEST, TIOLL LOGS
T.O.F. AT EL. 24.4'1NOT TO SCALE)
_ACCESS COVER TO WITHIN 6"OF FIN. GRADE (
ACCESS COVER (WATERTIGHT) TO ENGINEER. A H._OJALA, PE
v+THIN ti' OF FIN. GRAUE:
24.0' MINI7.IUM 5 LIF S
COVER OVER PRECAS' / 2- LOPE REOUIREO OVER SYSTEM 25.5' WITNESS: AMY L'-)!'1 HONE, R5
� a- _. _.-- - - --__---------- _ DATE. F>-6RUA�� in, 1099
( 11 RUN PIPE LEVEL 2" DOUBLE WASHED PEASTONE
21.76' ���; /
COR FIRST r �. PERC. RATE _.-- -
PROPOSED 1 500`- < 2 MIN�ll`JCH
N/A
GALLON SEPTIC 21.29' CLASS __ SOILS P#
1 .54' TANK (H- 10 ) GAS - -20.'05' o
BAFFLE 20.72' 0000" o 20.5' 0 3' ® SIDES
( 2 % SLOPE) \_6" CRUSHED STONE OR MECHANICAL
COMPACTION. (15.221 [21) 2 ELEV. ELEV.
2
4' 80 �0 14 �o oY>" 0., Q 24.5' p" 4
25.7
J Q�2
P
/ BENCHMARK
CATCH BASIN SOV
ELEV = 22.57'
/
P INGS
LP
DEPTH OF FLOW = ( % SLOPE) ��o o o 0008 18.5 - - -
TEE SIZES A
INLET DEPTH = 10" 3/4" TO ? 1/2" DOUBLE WASHED STONE SL
OUTLET DEPTH = 14 8" BROWN _
LEACHIN
FOUNDATION- 11' T SEPTIC TANK 57' D' BOX 4 FACIL TNG B
LS
TH
EXISTING SHED TO BE
MOVED
PPOP. 2 BEDROOM ADDITION
( CAPTAIN FARRIS HOUSE
CWNER/INNKEEPERS' QUARTERS)
" vly sJ.
J2S� v A�
tib a ? J 2 EXIST.
2S• 16'" OAK STONE
\IV~ DRAIN
AREA
\JJ• �/ 16" OAK i RUN-OFF
\ \ 16' OAK \
1 9AK \ \S• �?-
� 111 1
V�\
iii OA\FC\/b J
22,
1K
BLDG. 1
JJS• EXISTING BED AND q SG
K bh Jo• �o BLDG. 2
BREAKFAST INN o. G
(8 UNITS) �\ --"AMBROSE HOUSE"
W (2 UNITS)
S' CAPTAIN FARRISHOUSE" 2S J
os• // / �So o`
TOP FNDN. = 24.38'
B K$%
P TINGS bh Q°� J" •```� WAL
J• Q /�
z, G
O
1141 yid
r SIGN
LP
RCH J/
14" OAK
w
r, ,F
38"
OAK
ri
LP
AREA OF PARCEL: 57,263 Sr t ` J
it�J "1/
2 24" OAK
6.00 z ll_�11
I tv STONE
WALLS 3g'
12" CONIFER \�fOA
j� t? J
19 Jj'
R_20.00
033. 1 "
18 U/zl 30" OAK
5'
2.5Y 6/6 I
32" 21.83'
13.5' C
perc 58" MS
2.5Y 7/11
132"
(NEW) ASSESSORS MAP 6 PARCEL 27
ZONING DISTRICT: RS -40
YARD SETBACKS:
FRONT = 30'
SIDE ` 15'
REAR = 20'
PLAN REF. -
FLOOD ZONE: C
SITE DOES NOT LIE IN AN AQUIFER PROTECTION
DISTRICT
['31
GUY WIRE
CK)_)
UTILITY POLE
24" OAK
BASIN
NOTES:
WATER GATE
1Oo
1.
DATUM IS APPROXIMATED FROM DENNIS QUAD
DEPTH OF FLOW = ( % SLOPE) ��o o o 0008 18.5 - - -
TEE SIZES A
INLET DEPTH = 10" 3/4" TO ? 1/2" DOUBLE WASHED STONE SL
OUTLET DEPTH = 14 8" BROWN _
LEACHIN
FOUNDATION- 11' T SEPTIC TANK 57' D' BOX 4 FACIL TNG B
LS
TH
EXISTING SHED TO BE
MOVED
PPOP. 2 BEDROOM ADDITION
( CAPTAIN FARRIS HOUSE
CWNER/INNKEEPERS' QUARTERS)
" vly sJ.
J2S� v A�
tib a ? J 2 EXIST.
2S• 16'" OAK STONE
\IV~ DRAIN
AREA
\JJ• �/ 16" OAK i RUN-OFF
\ \ 16' OAK \
1 9AK \ \S• �?-
� 111 1
V�\
iii OA\FC\/b J
22,
1K
BLDG. 1
JJS• EXISTING BED AND q SG
K bh Jo• �o BLDG. 2
BREAKFAST INN o. G
(8 UNITS) �\ --"AMBROSE HOUSE"
W (2 UNITS)
S' CAPTAIN FARRISHOUSE" 2S J
os• // / �So o`
TOP FNDN. = 24.38'
B K$%
P TINGS bh Q°� J" •```� WAL
J• Q /�
z, G
O
1141 yid
r SIGN
LP
RCH J/
14" OAK
w
r, ,F
38"
OAK
ri
LP
AREA OF PARCEL: 57,263 Sr t ` J
it�J "1/
2 24" OAK
6.00 z ll_�11
I tv STONE
WALLS 3g'
12" CONIFER \�fOA
j� t? J
19 Jj'
R_20.00
033. 1 "
18 U/zl 30" OAK
5'
2.5Y 6/6 I
32" 21.83'
13.5' C
perc 58" MS
2.5Y 7/11
132"
(NEW) ASSESSORS MAP 6 PARCEL 27
ZONING DISTRICT: RS -40
YARD SETBACKS:
FRONT = 30'
SIDE ` 15'
REAR = 20'
PLAN REF. -
FLOOD ZONE: C
SITE DOES NOT LIE IN AN AQUIFER PROTECTION
DISTRICT
ram' EXISTING LEACH FACILITY SHOWN AS PER
AS -BUILT CARD, SEWAGE PERMIT #93/77,
INSTALLED BY GORDON BUMPUS 3/26/93 AND
CONSISTS OF (3) 4' x 7' LEACH PITS, EACH WITH
3' OF STONE AROUND, AS PER PROPOSED PLAN
BY ALL CAPE ENGINEERING, DATED REV. 12/11/92
LEGEND
NO WATER ENCOUNTERED
GUY WIRE
CK)_)
UTILITY POLE
OCATCH
BASIN
NOTES:
WATER GATE
1Oo
1.
DATUM IS APPROXIMATED FROM DENNIS QUAD
WATER LINE
EXISTING USE: BED AND BREAKFAST INN
2.
MUNICIPAL WATER IS EXISTING
GROUND LIGHT
11
3.
MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
EXISTING SPOT ELEVAi CN
PROPOSED USE: BED AND BREAKFAST' INN WITH ATTACHED
4,
DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 10
OWNER'S RESIDENCE
I
5.
PIPE JOINTS TO BE MADE WATERTIGHT.
6.
CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS.
LOT SIZE: 57067 SF
ENVIRONMENTAL CODE TITLE V.
BUILDING SIZE (INCLUDING COTTAGE):: 4840 SF
7.
THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE
PROPOSED BUILDING SIZE (ADDITION;: 1400 SF
USED FOR LOT LINE STAKING.
COMBINED BUILDING COVERAGE: 8.5% (EXISTING)
8.
PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
+ 2_5i>_ (PROPOSED)
9.
COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
11% TOTAL
INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
FROM BOARD OF HEALTH.
EXISTING IMPERVIOUS COVERAGE: (BUILDINGS INCLUDED):
10.
CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE
31%
LOCATION OF ALL UNDERGROUND & .OVERHEAD UTILITIES PRIOR
TO COMMENCEMENT OF WORK.
11.
WATER -TEST D'BOX FOR LEVELNESS
/
V
JJ
ram' EXISTING LEACH FACILITY SHOWN AS PER
AS -BUILT CARD, SEWAGE PERMIT #93/77,
INSTALLED BY GORDON BUMPUS 3/26/93 AND
CONSISTS OF (3) 4' x 7' LEACH PITS, EACH WITH
3' OF STONE AROUND, AS PER PROPOSED PLAN
BY ALL CAPE ENGINEERING, DATED REV. 12/11/92
LEGEND
C-
GUY WIRE
CK)_)
UTILITY POLE
OCATCH
BASIN
X16
WATER GATE
1Oo
GAS GATE
-W--
WATER LINE
-G-
GAS LINE
GROUND LIGHT
1 CO.O
PROPOSED SPOT ELEVATION
100x0
EXISTING SPOT ELEVAi CN
1 OO
- EXISTING CONTOUR
ARNE H. OJALA, P.E.;
SITE AND SEWAGE FLAN
OF 308 OLD MAIN STREET
"CAPTAIN FARRIS HOUSE"
IN THE TOWN OF:
(SOUTH) YARMOUTH
PREPARED FOR: PATRICIA BRONSTEIN
20 0 20 40 60 Feet
SCALE: 1 - 20 DATE: FEBRUARY 24, 1999
REV. 3/2/99 (NOTES)
REV. 3/3/99 (DIM)
REV. 3/10/99 (SPR COMS.)
off 508-362-4541
fax 508 362-9880
down cape engineering, inc.
CIVIL ENGINEERS
LAND SURVEYORS
939 main st. yarmouth, ma 02675
_11r7/7