HomeMy WebLinkAbout96.35 - Title 5 Site PlanTOP FNDN. AT EL. 43.0, SYSTEM PROFILE
ACCESS COVER TO WITHIN 6" OF RNOT TO SCALE)N. GRADE (
//--- ACCESS COVER (WATERTIG T) TO
41.0' MINIMUM .75' OF COVLK ? Pr _AST / WITHIN 6" OF FIN. GRADE
2" DOUBLE WASHED PEASTONE
RUN PIPE LEVEL
40.0 FOR FIRST 2'
PROPOSED X00
GALLON SEPTIC 3 75 TEE
39.0' TANK (H- 10 ) GAS36.11'
a o 0 0 0 0 171 o
BAFFLE 36.28' o 36.0' O F-1EDo 0 D O O
ED ED ED CD El
(_i_0% AN
% SLOPE) �6" CRUSHED STONE OR MECHICAL$ 2' Cj O I� L]
COMPACTION. (15.221 (21) oo -
DEPTH OF FLOW 4 ( 14 % SLOPE) (_2 7 SLOPE) 3/4" TO 1 1/2
DOUBLE WASHED STONE
TEE SIZES:
INLET DEPTH = 10"
OUTLET DEPTH 14"
LEACHhNG
FOUNDATION— 10' SEPTIC TANK 17' D' BO 13' FACILITY
t
LEGEND
100.0 PROPOSED SPOT ELEVATION
100x0 EXISTING SPOT ELEVATION
-�- 100 PROPOSED CONTOUR
100 EXISTING CONTOUR
2% SLOPE REQUIRED OVER SYSTEM
TEST HOLE LOGS
PROVIDE INSPECTION PORT
ENGINEER: LISA LYONS, RS
39.0' WITNESS: DAVE FLAHERTY
DATE: 2/11/04
3' MAX. PERC. RATE _ < 2 MIN/INCH
36.83' CLASS I SOILS P#
34.0'
6.2'
27.8'
0" Q 39 5 p" Q 39.2'
0 0
11
4"
A/E
1
'Pp
µ1t1- Rp
$a�vt
Loess
cgo2
dPSµ1N
LOCATION
MAP NTS
LS A
6., 10YR 5/2 LS ASSESSORS MAP 106 PARCEL P/0 26
B 8., IOYR 5/2 YARD SETBACKS:
LSB FRONT = 25'
SIDE = 12' CLUSTER SU DIVISION
29 REAR = 20
10YR 5/4 S
37 1' t 0Yf 5/6 '
Cl 31 36.6 PLAN REF. - 469/97
ClF ONE: C
CS
CS
2.5Y 6/6 p 1 L 11,
42 2/5Y 66 59' / R 2004
C2 C2 ay s lCU v
I
1 HIGH PT. PERC MS MS /
2/5Y 6/42.5Y 6/4
TOP FNDN TO BE AT SAME ELEVATION AS HIGH POINT IN ROAD 140" 27.8' 132" 28.2'
(VARIANCE OF 2' REQUESTED) NO WATER ENCOUNTERED NOTES'
1. DATUM IS ASSUMED
SEPTIC DESIGN: (GARBAGE DISPOSER IS N Q T AI r 0W'Fr, ,AVAILABLE
DRAINAGE ESM
oa . \ � � / 2. MUNICIPAL WATER IS
SLOPE \ �j< DESIGN FLOW: _3 BEDROOMS ( 110 GPD) 330 GPD 3, MINIMUM PIPE PITCH TO BE 1%8" PER FOOT.
USE A 330 GPD DESIGN FLOW 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AAS!
oqO SEPTIC TANK: 330 GPD (2 ) = 660 5. PIPE JOINTS TO BE MADE WATERTIGHT.
USE A 150.0. GALLON SEPTIC TANK. 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH
ENVIRONMENTAL CODE TITLE V.
LOT 1 LEACHING: 7. THIS PLAN IS FOR PROPOSED !SEPTIC SYSTEM ONLY Al
17626± S 43 W a \� SIDES: 2(25 + 12.83) 2 (.74) - 112 TO BE USED FOR ANY OTHER PURPOSE.
� 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
25 x 12.83 (.74) _Z
a2 � � \\ BOTTOM: 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED
TOTAL: 472 S.F. 344 GPD INSPECTION BY BOARD OF HEALTH AND PERMISSION
FROM BOARD OF HEALTH.
\ USE (2) 500 GAL LEACHING CHAMBERS (ACME OR
a?? _ EQUAL) WITH 4' STONE ALL AROUND
PROP. DWELL. \ / i \ ��
>> TOP FNDN.
S0, 43.0'' \\ �rrT �
PROP.\TITLE L31 AiD%ry
DRIVE.
of # 31 BRUSIY HILL ROA1
PROP
rr DECK. IN,, -THE TOWN OF:
^gem
YARMO 11 TH PORT
41
6r- BENCHMARK PREPARED FOR: OUR FIRST HOME, INC
HYDRANT TAG BOLT #2062
RE5 ®H21 � `� ELEV = 35.59'
Fs 2rO O QO 40
H1 1 22
6e ,oti N. / / SCALE: 1" = 20' DATE: APRIL 13, 2004
38 I off 508-362-4541
\ fox 508 362-9880
- I ttt OF M,qS� . 2�4J.1.SN Or I4ass9ch
down cape engineering, inc. �o�� ARNEH. `y AH"E "M
o OJALA OJ ^
37 CIVIL ENGINEERS CIVIL s s
.o 0.3,07 �°
'
BOARD OF HEALTH LAND SURVEYORS °o JST ORS D4UK,
E
MA 939 main st, yarmouth, ma 02675 A OJA P.E., P.E.S. DATE
02-206-11 APPROVED I DATE
H- 10
;S.
IS NOT
ED