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ALLOWED LAWN AREA IS 1000. S.F.—
�TIMUM AS PER NITRATE LOADING- ---
`""`,IICTIONS RECORDED IN
,;,Q BLE REGISTRY OF DEEDS - -- -
S824 PAGE 119. ' DUTCHLAND DRIVE \
71t IS TO CERTIFY
5,,,F00TAGE FOR 7�
S� 8z
SEEN b
f
..rr+• MAINTAIN 2% SLOPE
OVER LEACHING PIT
LAYER OF 1/8% 1/2
r pr xo '7 7 YU WASHED STONE
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ei 00,
MIN. ='
,�7,$Z 4sch 40 Z
79,7 6! DIAMETER 3/4 -11&
l LEACH PIT VASHED 6' EFFi:rT
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SOIL LOGS
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TEST PIT I €
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-72'0 2. ALL CONSTF , I'-.
v tCONFORM TO Mi !
3. OWNER:
BARNSTABLE HOLD/NG CO. INC.
I00 W MA/N STREET -
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HYANN/S, MA
156
(P,�-5
4.
WASHED STONE SHALL BE FP'
�o C�2ovriDw�7�I�
5.
NO FIELD MODIFICATIONS `ii,
PERC RATE
SYSTEM SHALL BE MADE }',"� 7V '
APPROVAL OF THE ENGINEER- "
INVERT PRIMARY; 7¢'5
HEALTH. 'I
BOTTOM PRIMARY 8,5
6.
GROUT TO BE USED AT ALL POlt_
OR LEAVE ALL CONCRETE STRUM
INVERT RESERVE ° 7¢•5
PROVIDE A WATERTIGHT SEAL.
BOTTOM RESERVE [nR,S
7.
ALL SHIPLAP JOINTS IN SEPTIC TAN't
WITH NEOPRENE GASKETS OR ASPF4.^
TEST PITS OBSERVED BY: FLAHERTY ASSOCIATES, INC.
8.
A CERTIFICATE OF COMPLIANCE MUST BE Ot,
DATE
THE CONTRACTOR PRIOR TO BACKFILLING OF '-
ryQs 0 ASO -4 Of o' HZAL"MH
9.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERs"
DESIGN CALCULATIONS
THE ACTUAL LOCATION OF ANY EXISTING UTIL t
•
SHOWN ON THIS PLAN.
10.
PROPERTY LINE INFORMATION TAKEN FROM:
PERC RATE.
N0. OF BEDROOMS: 2 AT t►o GAL./BR./DAY
��a� 300 4444 NAUC 68
DESIGN FLOW REQUIRED Zzo
I/.
MAXIMUM LAWN AREA ALLOWED IS 1000 S.F.
PER NI TRA TE L OA DING.
SEPTIC TANK SIZE >,oa.� b�v..�.c�•+S CNo U�k�Y� Gti�a'�t�!
-
LEACHING PROVIDED t- ll- p7, w/ 2' SToti 4Roj,, D
SIDE z o �- �t° k� = 377.0 !SAL -)DAY
FLAHERTY ASSOCIATES
BOTTOM: C -5.L 6,Ad_/ DAY'
�
END -
170 COURT STREET '
TOTAL --Z Z GAL./ DAY
PLYMOUTH, MA 02360
- 2('9-7.1- S.F.
508-747-2425
BREAKOUT CALCULATION
SEWAGE DISPOSALe- `„ .
MAX.LEACHING EL- 76,0 PRIMARY
IN
—15,()—RESERVE
YARMDU�` '
SLOPE AT EL: F'/15 PRIMARY
ZZZS' RESERVE
PREPARED
BREAKOUT SETBACK_ : 12' PRIMARY
X
u r
BARNS TABLE i
(150 SLOPE) i?-' RESERVE
r� -
EL. AT BREAKOUT SETBACK -/(-,,5' PRIMARY
RESERVE
34 DUTCHLANC
LOCUS PLAN:
DATE.3/ZZ/9�
SCALE: 1' = 2000'
.�, •� t��, . ,., :.
SCALE: 1"=2o'
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