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AT EL. 52.6'
SYSTEM PROFILE ACCESS COVER TO WITHIN 6- 12F FIN; GRABE <NDT To- SCALD
% ACCESS COVER (WATERTIGHT) TO
MINIMUM 75` OF COVER OVER' / T
50.0 ---LOT%
(EXIST) PROPOSED1,500 /
GALLON. SEPTLC
48.0' TANK (H- 10 ) GAS
BAFFLE 47.38'•7.21'
YIN
( 2 % SLOPE) �_6' CRUSHED STONE OR MECHANICAL
COMPACTION. (15.221 C23)
DEPTH OF FLOW = 4' (-2-'/ SLOPE) (-L-;' SLOPE)
TEE SIZES
INLET DEPTH = 10"
OUTLET DEPTH 14" ..
FOUNDATION- 30' - SEPTIC TANK 19'
01-240
2'
S8 14'
3/4' TO 1 1/2' DOUBLE WASHED STONE
D' BOX 3 LEACHING
FACILITY
,-49.9 ---
+ 50.0 /cle 50.4
BENCH MARK CTR. OF C.SASIN
() ELEV. = 49.8 (ASSMD QUAD)
n IE�lsu tf3 13
D. FLA,j1GA4 AT 5 {'ce,
$ \ M. joALMv_P l S INSTV0
�
` 50.5
V P.a TO
/ LOT- 4
23,302± Q. FT.
/ 0.53± CRIES
/+ EXIST.
DWELL.
/ G
/ G,p
�F 50.9 �', _ R ��
Oli)/ 51.6
+ 48.1
9
51.0
50.4
g0' '
A9�+-,3
b8 /
45.0 a3
a
a5.0 \ a
+4 . 1&
+ 45.3
99 rn + 45.7
+4 y
Ot
a O0.
4 48
+ 49.
+ 50.6
47.7'
0
TEST HOLE LOGS
ENGINEER:
RICK JUDD, RS
PRECAST
WITHIN
6 OF FIN. GRADE
2% SLOPE REQUIRED OVER SYS EM
DATE: 10/3/01
PERC. RATE
_ < 2 MIN/INCH
I
CLASS
SOILS P#
RUN
PIPE LEVEL
2' DOUBLE WASHED PI
/
..
�
SL
5"
ICYR 4/2
F06t
FIRST 2'.
LFS
50.0 ---LOT%
(EXIST) PROPOSED1,500 /
GALLON. SEPTLC
48.0' TANK (H- 10 ) GAS
BAFFLE 47.38'•7.21'
YIN
( 2 % SLOPE) �_6' CRUSHED STONE OR MECHANICAL
COMPACTION. (15.221 C23)
DEPTH OF FLOW = 4' (-2-'/ SLOPE) (-L-;' SLOPE)
TEE SIZES
INLET DEPTH = 10"
OUTLET DEPTH 14" ..
FOUNDATION- 30' - SEPTIC TANK 19'
01-240
2'
S8 14'
3/4' TO 1 1/2' DOUBLE WASHED STONE
D' BOX 3 LEACHING
FACILITY
,-49.9 ---
+ 50.0 /cle 50.4
BENCH MARK CTR. OF C.SASIN
() ELEV. = 49.8 (ASSMD QUAD)
n IE�lsu tf3 13
D. FLA,j1GA4 AT 5 {'ce,
$ \ M. joALMv_P l S INSTV0
�
` 50.5
V P.a TO
/ LOT- 4
23,302± Q. FT.
/ 0.53± CRIES
/+ EXIST.
DWELL.
/ G
/ G,p
�F 50.9 �', _ R ��
Oli)/ 51.6
+ 48.1
9
51.0
50.4
g0' '
A9�+-,3
b8 /
45.0 a3
a
a5.0 \ a
+4 . 1&
+ 45.3
99 rn + 45.7
+4 y
Ot
a O0.
4 48
+ 49.
+ 50.6
47.7'
0
TEST HOLE LOGS
ENGINEER:
RICK JUDD, RS
AMY VON HONE, RS
WITNESS:
DATE: 10/3/01
PERC. RATE
_ < 2 MIN/INCH
I
CLASS
SOILS P#
ELEV.
2_ 0"
54-.
Ap
SL
5"
ICYR 4/2
Bw
5'
LFS
10YR 6/6
32„
47.5'
h I LOCUS
sl®L
LOCATION MAP NTS
ASSESSORS MAP 123 PARCEL 145
EL. 40.2' C
LMS
70% GRAVEL D U QQZ �1
5 2
1v /
1OYR 6/8
120" 40_2'
NO WATER ENCOUNTERED NOTES:
SEPTIC DESIGN: <GARBAGE DISPOSER IS NOT ALLOWED ) 1. DATUM IS APPROXIMATED FROM QUAD
DESIGN 'FLOW: _3- BEDROOMS (110 GPD) = 330 GPD 2. MUNICIPAL WATER IS EXISTING
USE A 330 GPD DESIGN FLOW 3. MINIMUM PIPE PITCH TO BE 1/8' PER FOOT.
SEPTIC (TANK: 330 GPD ( 2 ) = 660 4. DESIGN LOMIDII'iG r-urc rLL PREC,iST UNITS TO BE A"I'SHO" 2'
5. PIPE JOINTS TO BE MADE WATERTIGHT.
USE A 7500 GALLON SEPTIC TANK 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS,
LEACHIN ENVIRONMENTAL CODE TITLE V.
2(30 + 983) 2 (.74) = 118 7. THIS PLAN IS FOR PROPOSED SEPTIC SYSTEM ONLY AND IS NOT
SID_SI, TO BE USED FOR ANY OTHER PURPOSE.
- x .(.) = 218
BOTTOM: 30 983 74
8, PIPE FOR SEPTIC SYSTEM TO SCH, 40-4' PVC,
TOTAL; 454 S.F. 336 GPD 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
4 HIGH CAPACITY INFILTRATORS WITH 3.5' INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
USE L FROM BOARD OF HEALTH.
STONE SAT SIDES, 2.5' AT ENDS AND 14" UNDER 10. PUMP & REMOVE (OR FILL W/CLEAN SAND) EXISTING SEPTIC SYSTEM
LEGEND
100,0 PROPOSED SPOT ELEVATION
100x0 EXISTING SPOT ELEVATION
00 PROPOSED CONTOUR
- 100 -EXISTING CONTOUR
DATE
BOARD OF HEALTH
, MA
OF 508-362-4541
Fax 508 362-9880
down cape engineering, inc.
CIVIL ENGINEERS
LAND SURVEYORS
939 ruin st, yarmouth, ma 02675
TITLE 5 SITE PLAN
OF 34 PINE STREET
IN THE TOWN OF:
YARMOUTH(PORT)
PREPARED FOR: MARJORIE PALMER[
30 0 30 6,0 90
SCALE: 1" = 30' DATE: OCTOBER 10, 2001
ARNE H. OJALA, P.E., P.L.S. DATE