HomeMy WebLinkAboutBLD-90-188Y
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TOWN OF YARMOUTH
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D-8OX7� 12,E
MIN
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MAINTAIN 2% SLOPE
OVER LEACHN6 PIT
70 T'
LOT 12
2" LAYER OF Y8"-1/2
WASHED STOf4
6' DIAMETER 3/4"-1 I/2'
LEACH PIT WASHED
STONE
6'
I
6' EFFECTIVE
DEPT'P
SOIL LOGS:
TEST PIT I
Top �
F; �t -tu
v., Irrf
-1 All
o�
S iLl
FEST PIT 2
1-74-' L I7'4,0 I 1
PERC RATE 4 r., t i iC r1
INVERT PRIMARY_ e'er ..
BOTTOM PRIMARY: -_P ! -
INVERT RESERVE
BOTTOM RE SE RVE
TEST PITS OBSERVED 6Y• FLAHERTY ASSOCIATF_S IMCDA.
r
DESIGN CALCU AT)
�1
2497 t
dREAMI CA" �ULATION
MAX ..'EACHING EL PRIMARY
5 RESERVE
- �IPE AT E L PRIMARY
' RESERVE
BREAKOUT SETBACK .. —PRIMARY
i 150 X SLDPE) -_ = FSE SE RVE
EL. AT BREAKOUT SETBACK PRIMARY
s_RESERVE
LOCUS
'1000
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N:
"\
TOWN NQ(JQ�,
ASSESSORS PLAT: SCo LOT C 2j,i I
ZONING REQUIRE
ZONE A _ate _ rz.D Nil ►1c
AREA:
FRONT 2_b
SIDE �z
REAR: 2o'
VOTES=
1 BENCH MARK SIAIU A CLOMP op � o�
`F7' EFr trV - 72 55 Nu
2 ALL CONSTRUCTION METHODS AND M
CONFORM TO MASS. DEI TITLE V
OF HYANNIS BOARD OF HEALTH.
3 OWNER APPLIC
BARNSTABLE HOLDING CO. INC.
/00 W. MAIN STREET
HYANNIS, MA
4. WASHED STONE SHALL BE FREE OF ALL D,
5. NO FIELD MODIFICATIONS TO _
SYSTEM SHALL- BFneAr ^ Will
APPROVAL _ r;
HEALTH.
6. GROUT T
OR Lr \\ - AL
8 A Cr:
THF
CONTRAll
Tt tAr
AW
SES -`
BA RNS TA 8L E HOL DING
53 RHINE ROAD (LO7
DATE= 3/2Z/97
l SCALE: 20
JOB NO: Z? 05
3 -zz -90
REVISE,