HomeMy WebLinkAbout40 Pleasant Street Site Plan 2EXIST.
TOP FNDN ® 12.8'
10.0'
SYSTEM PROFILE
ACCESS COVER TO WITHIN 6' OF FIN. GRADE (NOT TO SM -E)
ACCESS COVER (WATERTIGHT) TO
12.3' MINIMUM .75' OF COVER OVER PRECAST WITHIN 6" OF FIN. GRADE
RUN PIPE LEVEL
/-FOR FIRST 2'
PROPOSED 1500 1 U-..-
GALLON SEPTIC 9.55'
TANK (H- 10 ) GAS ,13'
BAFFLE 9.30 "�
(-Z_X SLOPE) \_6' CRUSHED STONE OR MECHANICAL
DEPTH OF FLOW 4'
COMPACTION. (15.221 [21)
(-L-% SLOPE) (- x 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
4� 0, IGH PT.
BENCHMARK - CENTER OF
DRAIN. MANHOLE COVER
15.0 X114.7
ELEV. = 14.70 (NGVD)
Ia.
�y 15 73.8
14.gq9��++ /
141719
&0 d
13.7
0 / EXIST.
/ EVER S
13.
3.4
\1
W \ 13.
PARCEL 97 \\7 \
18,650± SF UPLAND
2012* SF WETLAND 1�� 3�
(20,662* SF TOTAL) "�
1 EXISTING GASL
RE-ROUTE AS
USE CAUTION IN AREA OF GASUNE
\
\
\ 13.3
25'
REQUIRED OVER SYSTEM
2" DOUBLE WASHED PEASTONE
0.58'
12.3'
9.3'
�/4- TO 1 1/2" DOUBLE WASFI'ED STONE
5.09'
D' BOX g' LEACHIN 3
FACILITY
ADJ. WATER 0 3.4'
-I- LOCATION OF EXISTING SEPTIC
SYSTEM UNKNOWN
EXISTING FIRE DAMAGED DWEWNG
TOP FNDN a 12.8'
(TO BE REBUILT)
i.
\�3.3
-13
NO
)H iE 12.2 n/16
0
2.4 FLOODZONE EL 9.0'
+10
i Cl
g
yG` ? z f3.5
/ 4.0
GAR. #7
,' / #7
7
7 / 3.
.
3.
5
I CON(
�}\5� 7
4_.Nfes)
4.3
4.3
91 E° s9`r\ P 3\
3.3
° x,13 / [�
'YPJ
TEST HOLE LOGS
ENGINEER: M.S. FARIA, SE
WITNESS: KELDA GORMAN
DATE: MAY 3, 2000
PERC. RATE _ < 2 MIN/INCH
CLASS I SOILS P#
:'EPTIC DESIGN_:_ (GARBAGE DISPOSER IS NOT ALLOWED
!'ESIGN FLOW: 5 BEDROOMS (110 GPD) = a5u GPD
USE A 550 GPD DESIGN FLOW
SEPTIC TANK: 550 GPD (� ) = 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
LE N
100.0 PROPOSED SPOT ELEVATION
100xO EXISTING SPOT ELEVATION
100 PROPOSED CONTOUR
-
100-- EXISTING CONTOUR
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 NGVD I
2. MUNICIPAL WATER IS FXISTING !I
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 1O
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
1114 ,nr= rvmv vr.
(SOUTH)YARMOUTH
EM
PREPARED FOR: BRUCE DANIEL
HOARD OF HEALTH
�MA
RO '
OVED DATE DATE
aR 508-382-4541
fm 508 382-9880
down cape engineering, inc.
CIVIL ENGINEERS
LAND SURVEYORS
939 main st. yarmouth, ma 02675
30 0 30 60 90
SCALE: 1" = 30' DATE: JUNE 5, 2000
REV. 7/17/00 (MOVE SAS)
REV. 8/22/00 (HSE)
REV. 8/28/00 (SAS, HSE)
H. OJALA;
DOTE
wa-
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
2.5Y 6/6
90'
C2
FS
2.5Y 7/2
adj. water
3.4'
2.1'
1.6'
126"
obs. water
132"
:'EPTIC DESIGN_:_ (GARBAGE DISPOSER IS NOT ALLOWED
!'ESIGN FLOW: 5 BEDROOMS (110 GPD) = a5u GPD
USE A 550 GPD DESIGN FLOW
SEPTIC TANK: 550 GPD (� ) = 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
LE N
100.0 PROPOSED SPOT ELEVATION
100xO EXISTING SPOT ELEVATION
100 PROPOSED CONTOUR
-
100-- EXISTING CONTOUR
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 NGVD I
2. MUNICIPAL WATER IS FXISTING !I
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 1O
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
1114 ,nr= rvmv vr.
(SOUTH)YARMOUTH
EM
PREPARED FOR: BRUCE DANIEL
HOARD OF HEALTH
�MA
RO '
OVED DATE DATE
aR 508-382-4541
fm 508 382-9880
down cape engineering, inc.
CIVIL ENGINEERS
LAND SURVEYORS
939 main st. yarmouth, ma 02675
30 0 30 60 90
SCALE: 1" = 30' DATE: JUNE 5, 2000
REV. 7/17/00 (MOVE SAS)
REV. 8/22/00 (HSE)
REV. 8/28/00 (SAS, HSE)
H. OJALA;
DOTE
wa-