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NOTE:
ALLOWED
MAXIMUM
RESTRIC
BARNSTA
BOOK 6E
LAND SC
LAWN AJL... ...�. ��... ..,., �.,.... ....
COMPLIANCE.
DECK IS TO REMAIN OPEN
OFILE:
TOP OF MUNDATION
Y"2• QIP . I'
"4
to3 �� 4 sch 40 pvc.,�
RHINE ROAD
^o
r �
s
STING
SETTS
:,OIL LOGS:
TEST PIT I
—cAn, t
- - oz
�r.
►-1L�Jr�Jr-�
'ITS
�clz I r9 5 I 1
ti,c, `�Tc- , Q
PERC RATE:
INVERT PRIMARY: 4-2.cQm,,x LLN-k . L.,-,Z;y
BOTTOM PRIMARY 43 5
INVERT RESERVE ►vl 0- L--- U4,A o t�Liv
BOTTOM RESFRVE �- 7 S
TEST PITS OBSERVED BY: FLAHERTY ASSOCIATES, INC.
DATE � z- l I I4o
r1,fr:LS 7 13Y 1�-,rtA �G y.t ?li 3o, �' iiCiL ..
DESIGN CALCULATIONS:
PERC RATE 4-Z .w
NO OF BEDROOMS 3 AT GAL. /BR./DAY
DESIGN FLOW REQUIRED 33U Gh�Jty
SEPTIC TANK SIZE �c= L, +c &WbAt - Ge
LEACHING PROVIDED �/ z '5TW4C k? -c-`4,_)
SIDE Gz 5 «.A_&) r 4'71.Z L-%ALJDAY
BOTTOM L_ ( -All l L-114) 5 O AO DA�`/
END
TOTAL 599 7 GAL / DAY
Zc.l I S_F.
BREAKOUT CALCULATION 'v,_\
MAX LEACHING EL —_____PRIMARY
----RESERVE
AT E L PRIMARY
RESERVE
•+WE 7 _ 'SAC K —
i
SETBACK
ji.;, jilt 11 6117
Nil
�e 11, "r, I
e. •--
rrwn. orSPoce 6 l
Sam
1 '
IOU
4
-. dam. `... .
1
_ _PRIMARY
---RESERVE
PRIMARY
RESERVE
7 ' f"40 4 REQUIREMEN
ZONE
AREA —
FRONT z�
SIDE L
REAR: Za`
NOTES=
1. BENCH MARK : rdA+L ml oLv ,A p OF oA KS (a ,TA 4450
OTCNLAIJD p2 47' LEFT E LE V -7Z-55 N6),9
2. ALL CONSTRUCTION METHODS AND MATERIALS SHALL
CONFORM TO MASS. DECIE. TITLE V AND THE TOWN
OF yArtMourk BOARD OF HEALTH.
3. OWNER: APPLICANT.
BARNSTABLE HOLDING CO. INC.
l00 W. MAIN STREET SAME
HYANNIS, MA
4. WASHED STONE SHALL BE FREE OF ALL DUST AND FINES.
5 NO FIELD MODIFICATIONS TO THE SEWAGE DISPOSAL
SYSTEM SHALL BE MADE WITHOUT PRIOR WRITTEN
APPROVAL OF THE ENGINEER AND TOWN BOARD OF
HEALTH.
6 GROUT TO BE USED AT ALL POINTS WHERE PIPES ENTER
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:
ca,t ,3c c c- �4Z ?A6c_
V. MAX/MUM LAWN AREA ALLOWED IS 1000 S.F.
PER NI TRA TE L 04 DING.
FLAH ERTY ASSOCIATES
170 COURT STREET
PLYMOUTH, MA 02360
508-747-2425
SEWAGE DISPOSAL SYSTEM
IN
YARMOUTH
PREPARED FOR
BARNSTABLE HOLDING CO., INC.
4I RHINE ROAD ( LOT I4 )
DATE:-/2Z/ac) REVISED
SCALE: I - 20'
JOB NO 023-0 -- _--
7 �, ��+ • � f � & �x°ms's
AL
4VR
4 1z/�-v
r
H 8� MI'OHN R
u ! FWAN
� No..'m9