HomeMy WebLinkAboutEngineer PlanT HOLE LOGS v
- SYSTEM PROFILE TEs
TOP FNDN, AT EL. 37.2' (NOT To SCALE) AH OJALA, PE c
GRADE
ACCESS COVER TO WITHIN 6" OF FIN. ENGINEER:
% ACCESS COVER (WAT RTIGHT) TO AMY VON HONE, RS FOLLINS
/ 32 MINIMUM .75' OF COVER OVER PRECAST / WITHIN 6" OF FIN. G ADE 2% SLOPE REQUIRED OVER SYSTEM 31.0'.-. 32.0' WITNESS: POND
//�-^'
,.
/25/02 MIL
DATE: 6 POND
2 DOUBLE WASHED PEASTONE
\,, T = < 5 MIN/INCH Y1E,IR
IP LEVEL PERC. RAE DR
RUN PIPE AO I
MAX. 0
3 R ro
30.30' FOR FIRST 2. pR�v LgNe
//� 29.0' CLASS 1 SOILS' P#
L22
/
9.75�300'AS _�� 4 28.28' COC�0E� �FFLE 2.8.45' o 28.17' � � d C� `� 4' AROUND tirr .LOC(%$
01_.]0 d ?
EV.
N
o s EL � .0
N .1 T 32
MI 26 .,
AL C�
O®U Q >,
(--L% SLOPE) �6" CRUSHED STONE OR MECHANIC �$�$ : 2 Q C] L�. C� C�. 33y5 0
COMPACTION. (15.221 (23) 0„ A O
A �"(05,,4to)
o
1 2" DOUBLE
WASHED
STONE
4 TO 1 f/
DEPTH OF FLOW = 4_.-- (1y5 % SLOPE) SLOPE) 3/ L
/LS UN5UIT. LS UNSUIT.
TEE SIZES: 6" 10YR 4/2
t OYR 4/2
INLET DEPTH 10".
B 12
OUTLET. DEPTH = B LOCUS MAP
14 K
LEAGiING
15' SEPTIC TAN 57' D BOX t3 FACILITY 5.17' 36„ 10YR 5/8 unlsulT. j S UNSUIT. SCALE I" = 2063'.
FOUNDATION- 10YR 5/8
36
118 PARCEL L 23
-- Cl ASSESSORS, MAP
BENCHMARK: CONC. BOUND PARCEL 61 I
AT ELEVATION 33.70' I 2.5Y 5%4 PERC C
„
' �I .5
PARCEL 62
60
28
I � 21.0
) / N v'� PERC LS
� a
a C2
r`7
M
\ 4
.5
Y 6
05 2 /
---- 152 LS
2.5Y' 6/4
266.55' EXISTING
.I .CESSPOOL HED
,
AREA
1 ----- � 21.0`
' 132
m
132" 22.5..
-- NOT S.
HE NO WATER ENCOUNTERED
PROP. 1 -
WATERLINE -`. ASSUMED
\ W Exlsr. SHED SEPTIC DESIGN: (GARBAGE DISPOSER Is NOT ALLOWED ) 1. DATUM IS
DWELL... -_ AVAILABLE*
DESIGN FLOW: 4 BEDROOMS ( 110 GPD) = 440 GPD 2. MUNICIPAL WATER IS
1 �}------- - _ _ - _ -, OFR- FOOT - _
_�... _ _z- N.">ii iar nIP�.. P1TI'11. T(� RF 7./R'
I j, j' �' _ _ USE A440 GNU DEblUN rLOW 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- IO
i EXIST HELL AR / .. '`�' ,/'
T 9Ta.e� _ f / / SEPTIC TANK: 440 GPD 2 ) `= 8$0
ABANDONED) (- 5. PIPE JOINTS 70 BE MADE WATERTIGHT.
USE A 1500 GALLON SEPTIC TANK 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS.
Z) L R ER -- ENVIRONMENTAL CODE TITLE V.
Q �? j LEACHING; i Pt = 137 7. THIS PLAN IS FOR PROPOSED SEPTIC SYSTEM ONLY AND IS NOT
S� t # _ __4�.oF SIDES: 2(33 5 + 12 83) 2 (•74) TO BE USED FOR ANY ,OTHER PURPOSE.
1 7H #10 II ' BOTTOM: 33.5 x 12.83 (.74) = 318 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC,
4559. COMPONENTS NOTTOBE BACKFILLED OR CONCEALED WITHOUT
,I TOTAL: 615 S.F. GPD INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
_
USE 3 500 GAL
LEACHING CHAMBERS (ACME OR FROM BOARD OF HEALTH,
EQUAL)) WITH 4' STONE ALL AROUND 10. PUMP & REMOVE (OR FILL W/CLEAN SAND) EXISTING SEPTIC SYSTEM
(j)` 26 i6 t *EXISTING XISTING WELL TO BE ABANDONED AND DWELLING TO BE
CONNECTED 70 TOWN WATER
DC7 I
O,
LEGEND TITLE 5 SITE PLAN
, 24
I
PROPOSED SPOT ELEVATION OF140 NORTH DENNISD E N N I SR
ROAD
,
`LTING SPOT ELEVATION
n 100X0 EXISTING IN THE TOWN OF:
WETLAND FLAGGED BY AM WILSON 100 YARMOUTH
+ ASSOCIATES PROPOSED 'CONTOUR
o '# op9 100 - EXISTING CONTOUR PREPARED FOR: VARN PHILBROOK
I � r
t4 80 120
N 0 40
1 EDGE OFA 40
�. WETLAND '%#13i
f I n v BOARD OF HEALTH
1 #12NOVEMBER 11, 2002
40' DATE
MA SCALE: 1 = :
/4P ROVED DATE
1 Q� ��(IM[9�}
1'I off
fa. 506 362-9NO NOV 2 7 2002
i �tH OF
EA tim 6F My HEALTH DEPT.
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