HomeMy WebLinkAboutBLD-90-223�,.
ell
P L * N
SCALE: I =Zo'
, �, * � . YARMOUTH
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.^,,;yP,q..,.'..o.y`g1.i•i::3.•Yi!.yA .. �..�. .. �....+—...,AIP - .. - ... 'i /
�� STONE 4.2oJ�17
20, N•11N4 J tilJk
VF F Z`\ 1
/0\ 1,1
33' Zr
0 cs6' Thr U
NOTE:
ALLOWED LAWN AREA IS 1000 S.F.
MAXIMUM AS PER NITRATE LOADING
_- RESTRICTIONS RECORDED IN
�ARNSTABLE REGISTRY OF DEEDS
,1i0OK 6824 PAGE 119.
_.,ND SURVEYOR IS TO CERTIFY
' ..1WN AREA SQUARE FOOTAGE FOR
LANCE.
,r... ;ILE:
e' U1
p ci<�Tic rAJAKc
G
10
1 tt� � � � s,•,r.:,�l .�, . —;�
$ 6 cci LOT 3
if) I ��
� 5q
LOT 2 � cwoasE�
t>c-\yt
+
12,996.t S.F.
4 '{
r I
53` � J� � v'2 Via, �Ga-tc°Nl3t+,5�wS
'7 w=J-
Ix
L-28 OS'
Y�
DU7-cnz.41V
'TION MAINTAIN 2 = $1, 0 oto
SLOPE
OVER LEACHING RT,;
5f3Xb 5� 2!! LAYER -OF 1/8'f-1/2
• - - WASHED STONE
s LC>vEL-TDWir t2' C>r r ,` . . �..-
C D -BOX �,12r MIN. cavEcZ -+-v .1114 1Z • of
1 min. air SQOCe 6,' nrl 4,e- 1 J/a Ao F t wn 5 ra G cL ,7 E
- 14" 15Q.,r04 sch 40 oq
..L Flo•?b (c"Sve a6! DIAMETER 3/4 =I11LI
4' min. �
�Stp.o LEACH Prr V -" ,SHE -
liquid - e -•n.! 6' EFITt' .
•- � level • a, :,E' �tr�-'►
TAW
i w+
SOIL LOGS:
c
24'
1 ",
TEST PIT I
FRONT: Z 5_
SIDE
REAR: _
NOTES=
1. BENCH MARK TAG
60 oefzM +J 14IL-L P -)AD
2. ALL CONSTRUCTION METHOL,,
CONFORM TO MASS. DECE. It.
OF HYANNIS BOARD OF HEALTr
3. OWNER: `^ '
BARNSTABLE HOLDING CO. INC.
l00 W. MAIN STREET SAME
HYANNIS, MA
.�. i. .� .
4. WASHED STONE SHALL BE FREE OF ALL DUST AND ►
No GRov�,�wa.-r'�r`
PERC RATE
INVERT PRIMARY: 5a'v
BOTTOM PRIMARY: 50'0
INVERT RESERVE 5c,`o
BOTTOM RESERVE
TEST PITS OBSERVED BY: FLAHERTY ASSOCIATES, INC.
DATE ila��90
wrTr�t���s�D 3 "O•r1ASc+�J - Yn�2►•1oJ,-k i=oA� < of ;-+i_A..LT'�i
DESIGN CALCULATIONS=
PERC RATE ; --2> r^ 1-4 /i Nc. (usE y Ma )/ruu+)
NO. OF BEDROOMS: 3 AT -LIC GAL./BR./DAY
DESIGN FLOW REQUIRED:3a
SEPTIC TANK SIZE I�
LEACHING PROVIDED
SIDE: 37.0 vA�_/oAY
BOTTOM: (0-8UU107/4) _ 5.Z 6Ate/o y
END
TOTAL; q4? -2 GAL./DAY
2(-7 1 S.F.
BREAKOUT CALCULATION
MAX. LEACHING EL- 6(e c PRIMARY
5(-'(DRESERVE
SLOPE AT EL: Z/
/� PRIMARY
RESERVE
BREAKOUT SETBACK; PRIMARY
(150 X SLOPE) RESERVE
EL. AT BREAKOUT SETBACK 5-F .O PRIMARY
,v RESERVE
LOCUS
PLAN=
SCALE: 1 2000'
Xk�
5. NO FIELD MODIFICATIONS TO THE SEWAGE DI!�
SYSTEM SHALL BE MADE WITHOUT PRIOR \A
APPROVAL OF THE ENGINEER AND TOWN BOI,f..
HEALTH.
6. GROUT -TO BE USED AT ALL POINTS WHERE PIPES EN", 1_ri
OR LEAVE -ALL CONCRETE STRUCTURES IN ORDER TO
PROVIDE A WATERTIGHT SEAL.
7. ALL SHIPLAP JOINTS IN SEPTIC TANK SHALL, BE SEALED
WITH NEOPRENE GASKETS OR ASPHALT CEMENT.
8. A CERTIFICATE OF COMPLIANCE MUST BE OBTAINED BY
THE CONTRACTOR PRIOR TO BACKFILLING OF SYSTEM.
9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING
THE ACTUAL LOCATION - OF ANY EXISTING UTILITIES
SHOWN ON THIS PLAN.
10. PROPERTY LINE INFORMATION TAKEN FROM:
PLA, -1 d cx) K 44-Z r'4ca t:. &13
FLAHERTY ASSOCIATES
170 COURT STREET
PLYMOUTH, MA 02360
508-747-2425
SEWAGE DISPOSAL SYST�:
IN `
YARMOUTH
PREPARED FOR
BA RNS TA BL E HOL DING CO.,
4 DUTCHLAND DR/VE > ,.. ^' r
DATE RFS
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