HomeMy WebLinkAbout48.39.2 - Title 5 Site Plan (Copy 3)02-066
TOP FNDN EL. 23.0' SYSTEM PO jLC-
��
+ ACCESS COVER TO FIN. GRADE (NOT TO SCALE)
ACCESS COVER (WATERTIGHT) TO
21.0' MINIMUM .75' OF COVER OVER PRECAST WITHIN 6" OF FIN. GRADE
19.0' RUN PIPE LlCVEL
PROPOSED 1 500 /-FOR FIRST 2'
18 71' GALLON SEPTIC 18.46' //
TANK (H- ZO) GAS
BAFFLE 18,02' �� 17.85'
(-Li SLOPE) �_6" CRUSHED STONE OR MECHANICAL 17.84
COMPACTION. (15.221 [21)
DEPTH OF FLOW 4 ( 2 % SLOPE) (1-% SLOPE) IQ s
TEE SIZES:
INLET DEPTH 10
OUTLET DEPTH = 14-
FOUNDATION- 10' SEPTIC TANK 22' D' BOX -
2% SLOPE REQUIRED OVER SYSTEM
2" DOUBLE WASHED PEASTONE \`
H-20
3/4" TO 1 1/2" DOUBLE WASHEC fSTJNE
17.26'
3' LEAD I ING
FAC II. TY I
5'
TEST HOLE LOGS
ENGINEER: RICK JUDO, RS
WITNESS: AMY VON HONE, RS
DATE: _ 5/8/02
PERC. PATE _ < 2 MIN/INCH
CLASS 1 SOILS P#
Q ELEV. Q
0" 20.4, 0" 20.5'
FILL FILL
12" 8..
Bw Bw
LFS
LFS
_-� tOYR 5/6
U`.. ADJ. WATER AT EL. 12.26' 32 17.73' 10YR 5/6
_ 36 17.5'
BENCHMARK 18.20
HYDRANT TAG BOLT #1025 GE OF Y7A� PERC C
ELEV = 22.31' / _ SRA�LED Id$A4 G
�� oIGN 'IC17.90 FS FS
/ ER ONO .5�-+2o qAM. \ \ x-.16.19 2.5Y 6/4
VJ A7 s - - .B �. \ 2.5Y 7/2
pA D +17.84
R �- o
CIBcUIT H yY o� 7, o �r 1��
0 1
N 123" oss. WATER 10.15'
i' \ 12aIg 9.93 DRIB . 1'2. q �jS�t.��\\ +19.71 �•Gt'j, 124" 124" OBS. WATER
10.06' 10.16'
0.07,•
LOT 306
94833SF w /; O/ -
e S=PTIC DES,GN: NOT AL-CVIED
20.41 _- (GARCAGE DISPOSER IS
v �
W DESIGN FLOW: 3_ BELROOMS ( 110 GPD) 330 GPD
1 7 2�PROP.� ✓,' 1`?>\'\ ,">�i i 4c,
9.97 DRIVE jam, +22.16 \tea v S PTIC TANK: 330 GFD ) = 660
�, / o• LSE A 1540_ GALLOP! SEPTIC TANK
PROP. L;ACHING:
���JJJJ PROP, CRAWLSPACE (FLOOR v0
DWELL. LOWER THAN ELEVATION 18.5') 2(37.25 + �0 53 .58
21.23 ,%� SIDES: ( _ ) (.74) = 41.1_
2 ./
TF = 23.0' o BOTTOM: 37.25 x 1 J,B:.? (.74) = 298.5
213 4. 1,. ?6 ' �Q
7�o TOTAL: 459 S.F. 339.7 GPD
SHE •9' +20.25 USE 5 H-20 STANDARD INFILTRATORS WITH 4' STONE AT
SIDES AND 3' AT ENDS
LOT 307
+19.9 9.9
LEGEND
1-19.97 _ �'� � �..
PROPOSED SPOT ELEVATION
sr,
a- /L'n 100x0 EXISTING SPOT ELEVATION
\FtioF ` 100 PROPOSED CONTOUR
100 - EXISTING CONTOUR
19.40
I
BOARD OF HEALTH
MA
APPROVED DATE _
` ,, L�
off 508-362-4541 J
fox 508 362-9880 U
III, 11 LAY 3 002
down cape engineering, inc,
CIVIL ENGINEERS
LAND SURVEYORS
939 main st. yarmouth, ma 02675
LOCUS
�o
�y
I f
I
i es,^ -ti
o '90
o y�o
?P
30
0
LOCATION MAP NOT TO SCALE
ASSESSORS MAP 48 PARCEL 39.1
ZONING DISTRICT: R 25
YARD SETBACKS:
FRONT = 30'
SIDE = 15'
REAR = 20'
PLAN REF, -
FLOOD ZONE: C
WELL: MIW 29
ZONE: A
ADJ: (APRIL) 2.1'
NUIL5:
1. DATUM IS APPROXIMATED FROM QUAD MAP
2. MUNI !PAL WATER IS-AVAILAB
PF 1 /P," PFD FOOT.
4, DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 20
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 S YO
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.
TITLE 5 SITE PLAN
OF
#53 #53 CIRCUIT ROAD NORTH
IN THE TOWN OF:
(WEST) YARMOUTH
PREPARED FOR: MICHAEL ARONNE
20 0 20 40 60 Feet
SCALE: 1 = 20 DATE: MAY 13, 2002
ASNE
H. 01 SHE H.
O.NLA a O WLA
Nw 28341 , CIVIL