HomeMy WebLinkAbout40 Pleasant Street Site Plan 3EXIST.
TOP FNDN @ 12.8'
9.8'
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
%FOR FIRST 2'
PROPOSED 1500 f/
GALLON SEPTIC
TANK (H- 10 ) GAS - 9.13
BAFFLE 9,30' �
( 9 7 SLOPE) �_6" CRUSHED STONE OR MECHANICAL
COMPACTION. (15.221 (2])
DEPTH Of FLOW 4 (-L-7 SLOPE) (_1_7 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
Q. o HIGH PT,
Cagy_
15.0 / / BENCHMARK CENTER OF
DRAIN. MANHOLE COVER
1a.7
ELEV. = 14.70 (NGVD)
14.
Q� 15 �N" 13.8
14.9
14lk L09 �4.0 / EXIST.
1 \ / EVER^GRJFENS,
PROP.
(-14�\ \ �9 GAR.
13�\ (
ry0y
\ 13
W \ 13.
PARCEL 97
18.6503 SF UPLAND 1
2012± SF WETLAND 12. 3�
(20,662± SF TOTAL)
EXISTING GASLINE
RE-ROUTE AS NE
USE CAUTION IN AREA OF GASLINE
OH
�V� \
12.6 \
� \ 13.3
25'
ID' BOX
9
I
I
EXISTING FIRE DAMAGED DWELUNG
1� \
TOP FNDN - 12.8'
(TO BE REBUILT)
2. \
3.3
\'-13
12.\ !r12�
j jta�
0 \ \/ 2.4 1 d- /
REQUIRED OVER SYSTEM
2" DOUBLE WASHED PEASTONE.
0.58'
3/4" TO 1 1/2" DOUBLE WASHED STONE
LOCATION OF EXISTING SEPTIC
SYSTEM UNKNOWN
Z �\� OF'8/9 FLOOOZONE EL. 9.0'
9 i 10 /
r
9L��? �/ 7.3 GAR. (TOED / 4.00 N8.
EXIST. l"- //07
j g CAR.
7. / / 3.
0 s.
/ /3 5 /
LEACHING
FACILITY
12.3'
9.3'
5.09'
ADJ. WATER @ 3.4
TEST HOLE LOGS
ENGINEER: M.S. FARIA, SE
WITNESS: KELDA GORMAN
DATE: MAY 31 2000
PERC. RATE _ < 2 MIN/INCH
CLASS I SOILS P#
C ELEV.
0
12.6' 0„
O/A
SL
12" 10YR 4/2
B
LS
30" 10YR 5/8 10.1'
C1
M -F SAND
90" 2.5Y 6/6
C2
FS
2.5Y 7/2
adj. woter 3.4'
126" obs. water 2.1'
132" 1.6'
SEPTIC 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
ENDS
LEGEND
100.0 PROPOSED SPOT ELEVATION
100x0 EXISTING SPOT ELEVATION
100 PROPOSED CONTOUR
100- - EXISTING CONTOUR
BOARD OF HEALTH
F+s/ APPROVED DATE
Y� y
off 508-362-4541
fax 508 362-9880
1r1
r
43 .3 roti (¢i {5\`�� down cape engineering, inc.
i1 EpGE. T\ 4, 3\. p 1 \ .g.
4Mq� I t / #���, CIV J ENGINEERS
\sh a�5#3 = 333 $ )' '_.AND SURVEYORS
90-/12 939 main St. Yarmouth, ma 02675
MA
CP
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 IN-yL;
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 0 60 •0
SCALE: 1" = 30'
ARNE H.
OJALA
CIVIL
No. 30792
ARNE '
H.
OJALA
o. 26;48
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, P.E,. P.L.S
DA TF