HomeMy WebLinkAboutBLD-90-23000
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ALLOWED LAWN AREA IS 1000 S. F,.e PAVEr1ti' (�'y
MAXIMUM AS PER NITRATE LOADING
RESTRICTIONS RECORDED IN 74-
BARNSTABLE
6824PAGE I 9
SEGIY OF DEEDS
BOOK DUTCHLAND DRIVE
LAND SURVEYOR IS TO CERTIFY
LAWN AREA SQUARE FOOTAGE FOR
COMPLIANCE.'
DECK IS TO REMAIN OPEN :XA1':
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PROFILE
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I C�ONC. RISER!N �
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I v 3.. AIR SPACE M 4" x,►: 40 PvI
_ /
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6.31 �� v ro-
TEE CONNECTION
MD
OUTSIDE TANK L
1000
V /\1.1..0►a SE:PT►G- T/W K 4-5'
71.01
O
L L— (P5.0
FRONT
SIDE «' P,
REAR 20'
NOTES•
1. BENCH MARK P,4 IL i A) GwM o - oA K_ iReF,5 5iA Oo.S o
DyTCNLA+ -� ur.!!i7'Lj ELtV- W,55(hI0
2. ALL CONSTRUCTION METHODS AND MATERIALS SHALL
CONFORM TO MASS. DEQE. TITLE V AND THE TOWN
OF '4AnMI BOARD OF HEALTH.
3. OWNER: APPLICANT:
BARNSTABLE HOLDING CO. INC.
100 W. MAIN STREET. SAME
HYANNIS, MA
4. WASHED STONE SHALL BE FREE OF ALL DUST.AND FINES.
No �w vDw�-rEsZ 5. NO FIELD MODIFICATIONS TO THE SEWAGE DISPOSAL
RATE: L 2 ►••r i A ,-.Ac.AA SYSTEM SHALL BE MADE WITHOUT PRIOR WRITTEN
APPROVAL OF THE. ENGINEER AND TOWN -BOARD OF
PRIMARY: -75,5 HEALTH.
/'. PRIMARY "7 i.0 6. GROUT TO BE USED AT ALL POINTS WHERE PIPES ENTER
OR LEAVE ALL CONCRETE STRUCTURES IN ORDER TO
RT ,' ESERVE : 75,5 PROVIDE A WATERTIGHT SEAL..
RESERVE _ 71'0 7. ALL SHIPLAP JOINTS IN SEPTIC TANK SHALL BE SEALED
WITH NEOPRENE GASKETS OR ASPHALT- CEMENT.
`T ;TS OBSERVED BY FLaHERrY n Ssn�ierF �N� 8. A CERTIFICATE OF COMPLIANCE MUST BE OBTAINED BY
DATE 113)19- THE CONTRACTOR PRIOR TO BACKFILLING' OF SYSTEM.
,SSE S5`I MASb OF' YAat T}i 30A Dor MEAITN g; THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING
G ' THE ACTUAL LOCATION OF • ANY EXISTING UTILITIES
N CALCULATIONS
v SHOWN ON THIS PLAN.
10. PROPERTY LINE INFORMATION TAKEN FROM:
� �PL/+N �30oK 442 PtiVE G8
PE:.0 RATE <, z r-�«/��c;��
N0: OF BEDROOMS z AT rIO GAL./BR./DAY
DESIGN FLOW REQUIRED:_?Zo
SEPTIC TANK SIZE -IOW c Ai LoN5 (NO �R�a�aci cz.•1; 2�
LEACHING PROVIDED,2 4X4'x4'rALLr-YS,4 i' 5TorJC: ARo,,NJ { 1,z" ;,LJx,)
SIDE- Z 2 2' (45) _ 2-70 1SaII FLAHERTY ASSOCIATES
BOTTOM: / . C,, ;Z) - 9u r kI-10a�
END: c z: )c4 s) = rgc ` v�,�Ar' 170 COURT STREET
TOTAL 544.0 GAL. DAY PLYMOUTH, MA 02360
---ZIL S.F.508-747-2425
BREAKOUT CALCULATION SEWAGE DISPOSAL SYSTEM
MAX LEACHING EL-1PRIMARY IN
RESERVE
-YARMOUTH
I_ AT E L PRIMARY
VI RESERVE PREPARED FOR
A K:
STB c PRIMARY BARNSTABLE HOLDING .CO., INC.
.__L2_ -'RESERVE. . .
SETBACK 77,0 PRIMARY
7 v RESERVE 23 DU
TCHLAND DR/VE LOT 27
DAT3/9vLOOU REVISED=
SCALE: I' =20'
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3-30- 90
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