HomeMy WebLinkAboutBLD-90-231SOIL LOGS:
o, TEST PIT I'
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57! S. F. 7,� jtPikCr T - - _�-\ O 1�I0 cRC7UNDW%�� CQ
PERC RATE= 4
INVERT PRIMARY. 7 9.0
BOTTOM PRIMARY
LOT 30 atzc�9os~'D RE5- �r' INVERT RESERVE _79.0
\ !Jl'�Ck2,4 '2a'T1id} � �IOM11�� i ��
2 - f3Ct>�M Zj, BOTTOM RESERVE -7!).0
Z Novsr: _ 2Z ! ^
TEST Piro OBSERVED BY' FLAHERTY ASSOCIATES, INC.
DAT E t 13
I�ri3 i � /f• wr'y�. SCS 5 ofwr�7 cif' EA1..TN
$1� DESIGN - CALCULATIONS:
vz,FvE
PERC RATE
N0. OF BEDROOMS: 2 AT110 GAL./BR./DAY
1220 GNB
� �✓ f � � DESIGN FLOW REQUIRED
SEPTIC TANK SIZE i000 A --,o c,•.eew�
TOW \
LEACHING PROVIDED r -cam ��A. p<< -J12' s,
SIDE: tzo u )C;c') = 377.0 OAN40&Y
i BOTTOM
�Z END
t :.LOBED LAWN AREA IS 1000 S . F. k RHINE 84 ROAD TOTAL 44z x GAL./ DAY
--,VM AS PER NITRATE LOADING
....aL::_"TIONS 'RECORDED IN 2t�1 S.F.
'1
=♦INSTABLE REGISTRY OF DEEDS
---K 6824 'PAGE 119.
BREAKOUT CALCULATION
_JD SURVEYOR 25 TO CERTIFY
A AREA SQ1GARE FOOTAGE, FOR MAX.LEACHING EL' PRIMARY
RESERVE
c0 REMAIN OPEN
SLOPE AT EL: PRIMARY
RESERVE
BREAKOUT SETBACK PRIMARY
(150 x SLOPE) RESERVE
EL. AT BREAKOUT SETBACK PRIMARY
o MAINTAIN 2% SUOPE RESERVE
01ER LEACHING FIT
27 'DF 1/8� = 1/k LOCUS PLAN:
` _:;w` 8xv' 82 xc� WASHED 'STONE
' • 1
d✓ER rO wl, +'t or �: DOft-BOX C.
M1N. •Tci iz SCALE: i" = 2000'
«. mUi. GIC spoce
1c; 40
G s�rt9 6OIAMEIFR
flIVECT. - , o LOCUS c
Vlt%m
4 min. S EFFEC't1VE
,,SIDE LEACH PIT
' liquid STONE : : i „ �=arm �0
TANK Cs °e i ,a .rH
DEPTH ,gr
(eves
# 7t :r JiV sRck�NGr Ii.,
1-an9 • GALLON SEPTIC TAMCk-/ _c7•
X3.0. • , �1�, ,`�,•i,r. t', R•"
:' ! /!_..-�, ��C 4�; 1 \. /✓�/y\}gyp'¢,
'' , kd.l Town wOUsr► . t OAO�'
- ASSESSORS LOT: G? 29
.,., �•�o�z1.��� . �r,�.J � � .. I; ���I� ; Nom,
T - -- -- I:
ZONING REQI r
z
ZONE = NA, AFr-oZZ)AZ E ,
AREA:
FRONT: ZS'
SIDE l2'
REAR: 20'
NOTES=
1. BENCH MARK
sTA 4450 , k-71 Lf,e*F *L ltv-
2. ALL CONSTRUCTION METHODS
CONFORM TO MASS. DEQE T. �c
OF `tAfRMouT+i BOARD OF HEALTH.
-"3. OWNER: APPLIC f
BARNSTABLE HOLDING CO. INC.
l00 W. MAIN STREET ,
HYANN/S, MA
4. WASHED STONE SHALL BE FREE OF ALL C
5. NO FIELD MODIFICATIONS TO THE SEW
SYSTEM SHALL BE MADE WITHOUT PF
APPROVAL OF THE ENGINEER AND TOV.4'
HEALTH.
6. GROUT TO BE USED AT ALL POINTS WHERE
OR LEAVE ALL CONCRETE STRUCTURES f
PROVIDE A WATERTIGHT "SEAL.
7. ALL SHIPLAP JOINTS IN SEPTIC TANK SHALL BE SEA
WITH. NEOPRENE GASKETS OR ASPHALT CEMENT.
8. A CERTIFICATE OF COMPLIANCE MUST BE OBTAINED t
THE CONTRACTOR PRIOR TO BACKFILLING OF SYSTE
9. THE CONTRACTOR SHALL BE RESPONSIBLC FOR VFp'r'�''♦ "
THE ACTUAL LOCATION OF ANY EXISTING UliL,
SHOWN ON THIS PLAN.
10. PROPERTY LINE INFORMATION TAKEN FROM:
PLAJi 'SovM. 44-T ?�L,a Coe
FLAHERTY ASSOCIATES
170 COURT STREET _
PLYMOUTH, MA 02360♦
508-747.2425 •'�
1^"
SEWAGE DISPOSAL SYSTE
N
YARMOUTH
f
PREPARED FOR
BARNSTABLE HOLDING C k.
54 RHINE ROAD br
DATE: 3 / 5o t 4o
REM.-
EV`S.-SCALE:
SCALE:" = Zn.'
JOB NO: oz3
" 301/110
_