HomeMy WebLinkAbout40 Pleasant Street Site Plan 5EXIST.
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
--
1 D D, RUN PIPE LEVEL
/FOR FIRST 2'
PROPOSED 1500 1
GALLON SEPTIC 9.55'
9'8 TANK (H- 10 ) GAS
BAFFIN 9.30'
(-2-7 SLOPE) \__6" CRUSHED STONE OR MECHANICAL
DEPTH OF FLOW 4
COMPACTION. (15.221 [2])
(-L-% SLOPE) ( i SLOPE)
' THIS IS A TEE SIZES:
PROPOSED INVERT INLET DEPTH = 1O"
OUT OF FNDN. OUTLET DEPTH = 14
PROVIDE PROPER SOIL
COVER OVER PIPING FOUNDATION- 10' SEPTIC TANK -
Q_v1� HIGH PT.
CJ`S / BENCHMARK - CENTER OF
15.0 DRAIN. MANHOLE COVER
�a.7 ELEV. = 14.70 (NGVD)
pf , y1P' 14.
5�/ i/
la , 3.6
i
s /
.rte, � �
q�! 00 G / '
� pg
14�7f 9 �� �4.0 ry EXIST.
p \ / EVERG5ENS�
:XISTING GASUNE
tE-ROUTE AS NECESSAR'
USE CAUTION IN AREA OF GASLINE
�\ < \
25'
SLOPE REQUIRED OVER SYSTEM
12.3'
5.09'
D' BOX 8' LEACHING
FACILITY
ADJ. WATER @ 3.4'
-I- LOCATION OF EXISTING SEPTIC
SYSTEM UNKNOWN
12.6 \
\\13.3
\ EXISTING FIRE DAMAGED DWEWNG
1� \
\ TOP FNDN a 128'
(TO BE REBUILT)
ERIC 2. \
WALK 13.3
\�73
a
" G•E` i -
OF' + 6/9 FLOODZONE EL. 9.0'
�
,
`yam
1
PtR
cA. (T
GAR. � 4.0r/ N8.
7.3 EXIST. BE WED) 7
/ `L GAR. /
7.2
'9
All
TEST HOLE LOGS
ENGINEER: M.S. FARIA, SE
WITNESS: KELDA GORMAN
DATE: MAY 3, 2000
PERC. RATE _ < 2 MIN/INCH
CLASS I SOILS P#
Q ELEV.
0" 12.6' 0„
0/A
SL
12" 10YR 4/2
B
LS
30" 10YR 5/8 10.1'
Cl
M -F SAND
90" 2.5Y 6/6
C2
FS
2.5Y 7/2
odj. water 3.4'
126" obs. water 2.1'
132" 1.6'
S.--PTIC DESIGN: (GARBAGE DISPOSER IS NOT ALLOWED
DESIGN FLOW: _5_ BEDROOMS (110 GPD) = 550 GPD
USE A 550 GPD DESIGN FLOW
SEPTIC TANK: 550 GPD ( 2 ) = 1100
USE A 1500 GALLON SEPTIC TANK
LEACHING:
SIDES: N/A
BOTTOM: 22.5 x 33.25 (.74) = 553.6
TOTAL: 748 S.F. 553.6 GPD
USE (15) STANDARD H-20 INFILTRATORS WITH 3'
OF^STONE AT SIDES, 4' BETWEEN ROWS AND 1' AT
LEGEND
100.0 PROPOSED SPOT ELEVATION
100x0 EXISTING SPOT ELEVATION
100 PROPOSED CONTOUR
- -
100- - EXISTING CONTOUR
BOARD OF HEALTH
4
LOCATION MAP
4 --
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 iNvVu
2. MUNICIPAL WATER IS EXISTING
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 10
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.
TITLE 5 SITE PLAN
OF 40 PLEASANT STREET
IN THE TOWN OF:
(SOUTH) YARMOUTH
PREPARED FOR: BRUCE DANIEL
30 0 30 .• •#
64C/#65C // / DATE MA SCALE 1' = 30' DATE: JUNE 5, 2000
APPROVED REV. 7/17/00 (MOVE SAS)
REV. 8/22/00 (HSE)
off 508-362-4541 REV. 8/28/00
m. soa 362-e880 (SAS, HSE)
\ i) \97 �aBJ I V\N 0f M REV. 4/18/01 (gar)
qJ
4.3 1t) rp, r _.} 5 ���' AS.Cp�, ���lH OF
�.�,� / down Cape engineering, inc. �o ARNE H.-^
H.
#1 f.OGE S9� f� �, 3 y�L / . I\ \ R, c�i CML w j OJALA � E
yaR� 11 / N X33 ��� CIVIL ENGINEERS No. 30792 `; No.2s318 `�
4�y3 / Ck A-
T -AND SURVEYORS ��7rEgfCfSTERi���44Q ��s CI •f F
rCj sSIDNAI E116•YA! kc
70-112 "
�P 939 main st. Yarmouth, ma 02675 ARNE K WALA, P.E., P.L.S
PROP.
� 14
\ �y GAR.
4.
Gly .4
13\\
Q,
IV
\ 13
1
PARCEL 97
1 \\7
8.650± SF UPLAND
2012± SF WETLAND
;20,662± SF TOTAL)
72, 3.
:XISTING GASUNE
tE-ROUTE AS NECESSAR'
USE CAUTION IN AREA OF GASLINE
�\ < \
25'
SLOPE REQUIRED OVER SYSTEM
12.3'
5.09'
D' BOX 8' LEACHING
FACILITY
ADJ. WATER @ 3.4'
-I- LOCATION OF EXISTING SEPTIC
SYSTEM UNKNOWN
12.6 \
\\13.3
\ EXISTING FIRE DAMAGED DWEWNG
1� \
\ TOP FNDN a 128'
(TO BE REBUILT)
ERIC 2. \
WALK 13.3
\�73
a
" G•E` i -
OF' + 6/9 FLOODZONE EL. 9.0'
�
,
`yam
1
PtR
cA. (T
GAR. � 4.0r/ N8.
7.3 EXIST. BE WED) 7
/ `L GAR. /
7.2
'9
All
TEST HOLE LOGS
ENGINEER: M.S. FARIA, SE
WITNESS: KELDA GORMAN
DATE: MAY 3, 2000
PERC. RATE _ < 2 MIN/INCH
CLASS I SOILS P#
Q ELEV.
0" 12.6' 0„
0/A
SL
12" 10YR 4/2
B
LS
30" 10YR 5/8 10.1'
Cl
M -F SAND
90" 2.5Y 6/6
C2
FS
2.5Y 7/2
odj. water 3.4'
126" obs. water 2.1'
132" 1.6'
S.--PTIC DESIGN: (GARBAGE DISPOSER IS NOT ALLOWED
DESIGN FLOW: _5_ BEDROOMS (110 GPD) = 550 GPD
USE A 550 GPD DESIGN FLOW
SEPTIC TANK: 550 GPD ( 2 ) = 1100
USE A 1500 GALLON SEPTIC TANK
LEACHING:
SIDES: N/A
BOTTOM: 22.5 x 33.25 (.74) = 553.6
TOTAL: 748 S.F. 553.6 GPD
USE (15) STANDARD H-20 INFILTRATORS WITH 3'
OF^STONE AT SIDES, 4' BETWEEN ROWS AND 1' AT
LEGEND
100.0 PROPOSED SPOT ELEVATION
100x0 EXISTING SPOT ELEVATION
100 PROPOSED CONTOUR
- -
100- - EXISTING CONTOUR
BOARD OF HEALTH
4
LOCATION MAP
4 --
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 iNvVu
2. MUNICIPAL WATER IS EXISTING
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 10
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.
TITLE 5 SITE PLAN
OF 40 PLEASANT STREET
IN THE TOWN OF:
(SOUTH) YARMOUTH
PREPARED FOR: BRUCE DANIEL
30 0 30 .• •#
64C/#65C // / DATE MA SCALE 1' = 30' DATE: JUNE 5, 2000
APPROVED REV. 7/17/00 (MOVE SAS)
REV. 8/22/00 (HSE)
off 508-362-4541 REV. 8/28/00
m. soa 362-e880 (SAS, HSE)
\ i) \97 �aBJ I V\N 0f M REV. 4/18/01 (gar)
qJ
4.3 1t) rp, r _.} 5 ���' AS.Cp�, ���lH OF
�.�,� / down Cape engineering, inc. �o ARNE H.-^
H.
#1 f.OGE S9� f� �, 3 y�L / . I\ \ R, c�i CML w j OJALA � E
yaR� 11 / N X33 ��� CIVIL ENGINEERS No. 30792 `; No.2s318 `�
4�y3 / Ck A-
T -AND SURVEYORS ��7rEgfCfSTERi���44Q ��s CI •f F
rCj sSIDNAI E116•YA! kc
70-112 "
�P 939 main st. Yarmouth, ma 02675 ARNE K WALA, P.E., P.L.S