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MAXIMUM FEASIBLE COUB UMICE APPROVALS REQUESTED:
1. VARY LEACH AREA TO PROPERTY LINE BY 4' (6' PROVIDED).
310 CMR 15.211 (1).
N/F
DRAINAGE EASEMENT TOWN OF YARMOUTH 14.4
CAUTION: THIS IS A SITE PLAN SURVEY,
�-1 AND NOT A PROPERTY LINE SURVEY
1 BY THIS OFFICE. THERE IS AN ERROR 14.7
\ OF CLOSURE OF 0.3' IN THE RECORD PLAN.
152 \ THIS ERROR APPEARS TO BELONG IN THE
\ EAST LOT LINE MAKING IT 0.3' SHORTER.
\
\
4.95
\ EDGE OF �aZg
16,5 \ •�6 •15.0
\ N 81'14'," W LOT 35
71.07#
.07#
21.4
IV
t1�
J
x 21,0
22,6
0
X
BENCH MARK --TOP SE CORNER g
15, X323± S. F.
i
X 0.9 _. - X -- ..--
14. ALL CONSTRUCTION TO MEE LE 5 ND LOC L RE
JOB NO. YOO-42
SmithK.dwg
1.
LOCUS IS A.M. 136, PARCEL 31.
2.
ELEVATIONS SHOWN ARE ASSIGNED.3.
LOCUS IS IN FLOOD ZONE C ON FIRM DATED JULY 2, 1992.
4.
ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED)
j"t
5.
MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER.
6.
COMPONENTS TO BE AASHTO H-10, UNLESS NOTED.
Setuc
7.
INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14".
Rd.
S.
IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW
D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET.
NOT TO
9.
DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED.
SCALE
BUILD UP COVERS TO WITHIN 1' OF GRADE. MORTAR CHIMNEYS IN PLACE.
ONE COVER OF TANK TO BE WITHIN 6" OF GRADE.
LOCATION MAIC
10.
STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2 WITH 2�� MIN. 1/8 TO 1/2" PEA STONE ON TOP.
11.
IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND,
CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC.
12.
IF AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING
TEST HOLE 1
IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15.255(3).
13.
PUMP AND FILL ANY EXISTING CESSPOOLS. REMOVE ANY CLOGGED SOIL; BLOCK, AND STONE IN
LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT. DEPTH (inches) ELEV.(feet)
T TIT A A A
GUL TIONS. 0
TEST HOLE DATE: November 22, 2000
NO GRADE CHANGES PERFORMED BY: Ron Cadillac, Soil Evaluator
ARE PROPOSED WITNESSED BY: Amy L. Von Hone, RS
PERC RATE: <2'-00"/inch (C layer)
SOIL SURVEY(1993): Carver coarse sand "
28.65f GEOLOGIC MAP(1986): Harwich outwash plain deposits 25
OP FOUND.
Invert 24.68 56"a
Use Gas Baffle Invert 24.43 2 DRY WELLS
Proposed
24.7
0 Existing S=1/4 /ft TOP PEA STONE
S=1/4 /ft min.
x 20.4 / 1000 Gal. I 12r"
26.7
24.6
T 24„ , 16.2
24 --`� � N/F
22 ` -____/ �' x.-29 22.2
x 24.9 �' 9 ``" Invert 24.60 Invert 24.21
6
2 j5.7 ►� �'� MONTEMAGNO 6 Stone or compact Proposed Proposed i Bottom
/ x 24,6 6 ��_� 25,9 s a I 11" 1 7=I
2 :.. FCK ` CO 4 I I F� I 11' Bottom TH1=16.2
/4,0 7.EXIST/ 4,?,*-..........•.. 6,5 `�Q �� a'
, N N HOU 4 z DESIGN DATA
196 N
24,1bpe '0 BEDROOMS:
4• .. LEACH AREA
Ment ti.; _ fo W GARBAGE GRINDER: No
BOTTOM STEP= 28.45 ASSIGNED - .,"... �4 2 7,1 L.<2
- - ---_REQUIRED CAP�OT-Y.-- - _-_.__ - -330`=GF'D-- ----USE -2 DRY WELL"S-SE_APART,
7 4 2 t
(AT WHITE PAINT SPOT) X 26,2 AS SHAWN, WITH 3' OF STONE ALL
:::•: a, Gq 7.3 SEPTIC TANK: 1500 GAL. O 0 1
•'•••• �• q�£o �
AROUND FOR A 29 LONG BY 1 — 0"
27,1 BOTTOM LEACHING AREA: 314.1 SF OU G '
W 27.2 Nd` 27 7 27,4 WIDE BY 2' DEEP LEACH AREA. [(29' X 10.83')]
NOTE: WATER DEPARTMENT REPORTS `E4, a: N 1q, 27'1 7. SIDE LEACHING AREA: 159.3 SF
WATER MAIN ON SETUCKET ROAD 2( > >IS ON OTHER SIDE OF ROAD FROM 2 'S4 9�j x 2 7X 27,8 ry 27,0[<<10.83 + 29 } X 2 DEEP}]
LOCUS. (S. SIDE).� •r �) \ 26,7 ` , 2 [{314.1 SF +DESIGN 3 SF} X CAPACITY:74 GPD/SF] 350 GPD
LIST
> �$I TH 1 I%.� x 27 ,C
5,0 "� Q
Neo 6'
RC
BENCH MARK -TOP MAG NAIL SET
IN PAVEMENT = 25.62 ASSIGNED _ 5,5
(11' OFF S. EDGE OF WALK) _ 5,33
_ 3 e ge S 74 Z, 401 ^ \ /
\ `\' J
0
25.62 0 Pavvement E �6,1 \ > 26,2
�\ 6,01
SE7-oCkiC 5,57 25.86 � �`
26,09
25,69
5,78 ``x 25.96
0,4 �x 2 5.7 4
THIS PLAN IS A VALID COPY ONLY IF IT BEARS
AN ORIGINAL RED STAMP AND SIGNATURE.
LEEND
•• TH 1 TEST HOLE LOCATION, NUMBER
W WATER LINE MARKINGS
G GAS LINE MARKINGS (IF SHOWN)
x 9.5 x 8•7 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT)
EXISTING CONTOUR
�-^- PROPOSED CONTOUR
® EXISTING DRAINAGE CATCH BASIN
X — FENCE (IF SHOWN, NOT ALL SHOWN)
APPROVAL'14EALIff AGENT
'1d3C7 Hl1b�H
SITE PLAN ooZ z nog
FOR ��
'KATHY -0 J. SM I T
LOT 35, 196 SETUC ET ROACH, YARMOUTHPORT, MA
NOVEMBER 25, 2000 SCALE: 1"=20'
RONALD J. CADILLAC, PLS, RS
PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN
P.O. BOX 258
WEST YARMOUTH, MA 02673
(506) 775-9700
2000 BY R.J. CADILLAC
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