HomeMy WebLinkAbout40 Pleasant Street Site Plan 4EXIST.
TOP FNDN @ 12.8'
SYSTEM PROFILE
,_.ACCESS COVER TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE)
ACCESS COVER (WATERTIGHT) TO
12.3' MINIMUM .75' OF COVER OVER PRECAST WITHIN 6" OF FIN. GRADE
RUN PIPE LEVEL
z.
FOR FIRST 2'
PROPOSED 1500
GALLON SEPTIC 9.55'
g•8 TANK (N- 1O ) GAS ',1,3'
' BAFFLE 9.30'
(2_7>' SLOPE) �6" CRUSHED STONE OR MECHANICAL
COMPACTION. (15.221 (21)
DEPTH OF FLOW = 4 (! T SLOPE) ( 9 SLOPE)
* THIS IS A TEE SIZES: 10"
PROPOSED INVERT INLET DEPTH -
OUT OF FNDN. OUTLET DEPTH = 14
PROVIDE PROPER SOIL
COVER OVER PIPING FOUNDATION- 10' -- SEPTIC TANK
HIGH PT.
/ BENCHMARK - CENTER OF
DRAIN. MANHOLE COVER
15.0//14.7 ELEV. = 14.70 (NGVD)
14.
yNY1l,
15 13.8
14.9 / `ri• i �
pO�G i Op
14.79 �� 4.0' ry EXIST.
EVERGR ENS
4. / 13.
F
25' D' BOX
PROP. ,t \
(-14 \ c9 GAR.
14 t Gil ,4 12.6
\ �T X13.3
1311 r
X EXISTING FIRE DAMAGED DWEWNG
\ 13. °� TOP FNDN - 128'
\ 13. (TO BE REBUILT)
PARCEL 97
18,650± SF UPLAND 1 BRICI 2
13.3
2012± SF WETLAND 3� WALK
(20.662± SF TOTAL) 1
EXISTING GASLINE
RE-ROUTE AS NEC
USE CAUTION IN AREA OF GASLINE
90-1/2 '
o� Al2`
ARE _ 12' e 1.6
/11. 11.8 \
� f za 1 4_ �
REQUIRED OVER SYSTEM 12.3'
2" DOUBLE WASHED PEASTONE \
9.3'
0.58'
3/4" TO 1 1/2" DOUBLE WASHED STONE
Rl
LOCATION OF EXISTING SEPTIC
SYSTEM UNKNOWN
\ 611 BJH FLOODZONE EL. 9.0'
V; g
/
10
\ l /
/35
ccI0CCTING
i / h
7.3 EXIST. BE "%D) /�
/ `Y GAR.
/ 97\-k
3.9
.-7'
CD
Wo,
\ \�7
U-) %J
4.3\ x p
4.3�
4,k#3Lk_ ` 3.3
�A
LEACHING
FACILITY
I
5.09' 1
ADJ. WA?ER @ 3.4'
TEST HOLE LOGS
ENGINEER: M.S. FARIA, SE
WITNESS: KELDA GORMAN
DATE: MAY 3, 2000
PERC. RATE _ 2 MIN/INCH
CLASS i SOILS P#
4
ELEV.
12.6' 0"
C.;7PTIC DESIGN:_ (GARBAGE DISPOSER IS NOT ALLOWED
CESIGN FLOW: 5_ BEDROOMS (110 GPD) = 550 GPD
USE A 550 GPD DESIGN FLOV)
SEPTIC TANK: 550 GPD ( 5 ) = 1100
USE A 1500 GALLON SEPTIC TANK
_LEACHING:
SIDES: N/A
BOTTOM: 22.5 x 33.25 (.74) = 553.6
TOTAL: 748 S.F. 1 553.6 GPD
USE (15) STANDARD H-20 INFILTRATORS WITH 3'
nr CTn1 IC AT Cinr"c A' RFTWFFN RnWS AND 1' AT
ENDS
LEGEND
100.0 PROPOSED SPOT ELEVATION
I
100x0 EXISTING SPOT ELEVATION
100 PROPOSED CONTOUR
- -
100- - EXISTING CONTOUR
i
I
BOARD OF HEALTH
APPROVED DATE
off 508-362-4541
fax 508 362-9680
I
down cape engineering, inc.
CIVL ENGINEERS
_,AND SURVEYORS
939 main St. varmoUth, ma 02675
i
, MA
4
0�p�¢
LOCATION MAP NOT TO SCALE
ASSESSORS MAP 61 PARCEL 97
ZONING DISTRICT: RS 40
YARD SETBACKS:
FRONT = 30'
SIDE = 20'
REAR = 20'
PLAN REF. - 45/101
FLOOD ZONE: A8 EL. 9, B AND C
250015 0004C 6/17/86
ELEVATIONS NGVD
WELL: MIW 29
ZONE: A
ADJ: 1.3'
NOTES:
1. DATUM IS 1`0
2. MUNICIPAL WATER IS EXISTING
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
10
4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H-
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.
10. PUMP & REMOVE (OR FILL W/CLEAN SAND) EXIST. SEPTIC SYSTEM.
T'IT'LE 5 SITE PLAN
of 40 PLEASANT STREET
IN THE TOWN OF:
(SOUTH) YARMOUTH
PREPARED FOR: BRUCE DANIEL
30 0 30 60 90
o --c
SCALE: 1" -=30'
ARNE H.
OJALA
CIVIL
No. 30792
DATE: JUNE 5, 2000
REV. 7/17/00 (MOVE SAS)
REV. 8/22/00 (HSE)
REV. 8/28/00 (SAS, HSE)
REV. 4/18/01 (gar)
ARNE
H.
OJALA
lo. 26316
ARNE 11, VALA, P.E., P.L.S.
6�L-Le 1
DA TF
rL.
0/A
SL
12"
10YR 4/2
B
LS
30"
t OYR 5/8
10.1'
Cl
M -F SAND
2.5Y 6/6
90"
C2
FS
2.5Y 7/2
adj. water
3.4'
2.1'
1.6'
126"
obs. water
132"
E_�z' _
C.;7PTIC DESIGN:_ (GARBAGE DISPOSER IS NOT ALLOWED
CESIGN FLOW: 5_ BEDROOMS (110 GPD) = 550 GPD
USE A 550 GPD DESIGN FLOV)
SEPTIC TANK: 550 GPD ( 5 ) = 1100
USE A 1500 GALLON SEPTIC TANK
_LEACHING:
SIDES: N/A
BOTTOM: 22.5 x 33.25 (.74) = 553.6
TOTAL: 748 S.F. 1 553.6 GPD
USE (15) STANDARD H-20 INFILTRATORS WITH 3'
nr CTn1 IC AT Cinr"c A' RFTWFFN RnWS AND 1' AT
ENDS
LEGEND
100.0 PROPOSED SPOT ELEVATION
I
100x0 EXISTING SPOT ELEVATION
100 PROPOSED CONTOUR
- -
100- - EXISTING CONTOUR
i
I
BOARD OF HEALTH
APPROVED DATE
off 508-362-4541
fax 508 362-9680
I
down cape engineering, inc.
CIVL ENGINEERS
_,AND SURVEYORS
939 main St. varmoUth, ma 02675
i
, MA
4
0�p�¢
LOCATION MAP NOT TO SCALE
ASSESSORS MAP 61 PARCEL 97
ZONING DISTRICT: RS 40
YARD SETBACKS:
FRONT = 30'
SIDE = 20'
REAR = 20'
PLAN REF. - 45/101
FLOOD ZONE: A8 EL. 9, B AND C
250015 0004C 6/17/86
ELEVATIONS NGVD
WELL: MIW 29
ZONE: A
ADJ: 1.3'
NOTES:
1. DATUM IS 1`0
2. MUNICIPAL WATER IS EXISTING
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
10
4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H-
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.
10. PUMP & REMOVE (OR FILL W/CLEAN SAND) EXIST. SEPTIC SYSTEM.
T'IT'LE 5 SITE PLAN
of 40 PLEASANT STREET
IN THE TOWN OF:
(SOUTH) YARMOUTH
PREPARED FOR: BRUCE DANIEL
30 0 30 60 90
o --c
SCALE: 1" -=30'
ARNE H.
OJALA
CIVIL
No. 30792
DATE: JUNE 5, 2000
REV. 7/17/00 (MOVE SAS)
REV. 8/22/00 (HSE)
REV. 8/28/00 (SAS, HSE)
REV. 4/18/01 (gar)
ARNE
H.
OJALA
lo. 26316
ARNE 11, VALA, P.E., P.L.S.
6�L-Le 1
DA TF
rL.