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SCAT
NOTE:.
. ALLOWED LAWN AREA IS 1000 S.F.
MAXIMUM AS PER NITRATE LOADING
RESTRICTIONS RECORDED IN
BARNSTABLE REGISTRY OF DEEDS
BOOK 6824 PAGE 119.
. LAND SURVEYOR IS TO CERTIFY
LAWN AREA SQUARE FOOTAGE FOR
COMPLIANCE.
DECK IS TO REMAIN OPEN
PROFILE:
To? of P'oui,4oAMO*4 = 92w0
_ _11 a 2 cl/a 3" AIR
6"
TEE CONNECTI
OUTSIDE TANK
f3A5ErNlZ_t4 = 8+,5
10"
9bX.0,-
W /N. (2" OF F:
(MIN)
� 4N
4' UQUID
LEVEL (MIN)
RH/NE
ROAD
l-
k• •
,71
i
�
i
i
I
4xµ 40 Pw- t e CO`/ER TO WIN 2" L N:E. R OF `18 "lz,
12» OF FINISHED w�.bt-.�•^• S'('G7NE+
GRADE ( _
t�8.?8 ° - .' • • 886
1000 SCPilc- TA. 1` +5'
2 0 ►a -
El RoTc ,406) Ili WA5W
STo+a�
SOIL LOGS:
TEST PIT I
p
a5.0
TEST PIT 2
��L:35Qt�
rI'AC 7-0-
F'l
5 •�r�t
c� t LT
S 1 t✓
lf.Lo' l ►-75,0 I 1
PERC RATE 4 M Aa sANg N/ s4mt 5lt-j gouLD&z�
INVERT PRIMARY: 813.2
BOTTOM PRIMARY: 83.5
INVERT RESERVE: 08 0
(BOTTOM RESERVE —9!)'5
TEST PITS OBSERVED BY FLAHERTY ASSOCIATES, INC.
DATE LiLc
So
w TNES SEo 3Y D • MAS0?,4 OF YA9 (>jT H ZOA D OF HE,&\ZE
DESIGN CALCULATIONS:
PERC RATE 4 r HL(vi
NO. OF BEDROOMS: Z. AT tic GAL./BR./DAY
DESIGN FLOW REQUIRED: 220y�AY0 ,Y .._
SEPTIC TANK SIZE o�x� ALA s (vo a a �t,:C �'•,a_ ��t�
LEACHING PROVIDED: 71-4s--, GAus`v5 `^'/ Z' STct-Z ~� 4 1�2''
SIDE: 21c, GALA>�,y
BOTTOM L03tE.X1r) _ 75,7 �AQOAy
END LLjU 0_,eX+-.$)z 1+'- LAyD �Y
TOTAL: 4 39 • ? GAL. / DAY
2%0 S.F.
BREAKOUT CALCULATION
MAX.LEACHING EL- 8S,_5TPRIMARY
8'8 5 RESERVE
SLOPE AT EL : Z 115' PRIMARY
2'/,5' RESERVE
BREAKOUT SETBACK: Zo' PRIMARY
(150 X SLOPE) 20' RESERVE
EL. AT BREAKOUT SETBACK 88.5 PRIMARY
S6.5 RESERVE
LOCUS PLAN
SCALE: 1" - 200
LOCUS
i
ZONING -REQUIREMENTS:
ZONE Nn ,�F�olzoAc� Ho�S�v
AREA:
FRONT: z 5 '
SIDE
REAR: 20'
NOTES
1. BENCH MARK : 1NJANL- )),4 �,' vnK ELE.u. = iL)a.2,
5TA 445 N ►-41e 0CAC;1 4Q' ZT
2. ALL CONSTRUCTION METHODS AND MATERIALS SHALL
CONFORM TO MASS. DEQE TITLE V AND THE TOWN
Or- YA�znovTl-1 BOARD OF HEALTH.
3. OWNER: APPLICANT:
BARNSTABLE HOLDING CO. INC. SAME
/00 W. MAIN STREET
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:
Pi.Ar.a �vo 44Z. P.A6t: G>P�
FLAHERTY ASSOCIATES
170 COURT STREET
PLYMOUTH, MA 02360
508-747-2425
.SEWAGE DISPOSAL SYSTEM
IN
YARMOUTH
PREPARED FOR
BARNSTABLE HOLDING CO., INC.
22 RHINE ROAD LOT 35
DATE: 3/7-//90 REVISED:
SCALE: I" - 2
JOB NO: Oz3-or
eon �s
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