HomeMy WebLinkAboutBLD-90-186, I P LA N
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ALLO -LAWN AREA IS 1000 S.F.
NAXINUUMM 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
b
TOP OF RXJNOATION'. i00 O
GZOIND : 99
. • .t � 't -� �Z1�1 . I �i Z f- 1 ' •
4'sch 40 pvc
TEE '
CONNECT.
%_'J
&A .TIENT R CCR
OUTSIDE
TANK
5'
ti
3V�1GNt.A �� � jj
("d M") 1
I�.
Ctcl,co
99x0`
too
HOJ :�L a
i `CIQ v�4 � DRAB%
Le,A
DRo1?
98 ' \C
s
LrCiXC
cea35
RHINE ROAD
cawt Z 2m1n. m
Iavo GAL{ -ON SEPTIC TAMC
LOT 14
.. r. _�"�"._ �ca•n*+Wil`. �_..- _.. ,. �� .Ifs wx�•Ma .I�. �.rr,.,.
j 4EOUIREMENTS•
C,%_ A`(
L, 1-17)c2'Jw-"'S3 J
L
'�4C TO
:7
Mt i-U0V1A
DESIGN CALCULATIONS:
PERC RATE
NO OF BEDROOMS z AT uO GAL /BR /DAY
DESIGN FLOW REQUIRED: 2z0 6 A.L, 'DA'%f
SEPTIC TANK SIZE _iooa 0.10 (1�r_v4-,e- cazi-0-
LEACHING PROVIDED '-L- DSA a;T // 2' S-roN�_ A¢.i� 0
SIDE 3777) 6AL/,,)AY
80T TOM141 = c.5 z U AUr>A�t
END -
TOTAL i+Z L GAL /DAY
S, F.
BREAKOUT CALCULATION r�,L,
MAX LEACHING EL __ _PRIMARY
_RESERVE
SLOPE AT EL PRIMARY
RESERVE
BREAKOUT SETBACK
y ( 150 X SLOPE)
EL. AT BREAKOUT SETBACK
PRIMARY
RESERVE
PRMARY
RESERVE
1116 i11i�7µr� c��,�s,._ _ . _� �-�•. ..
11O)e S PLAN
-,
4 sch 40Jsq
.. �.
0.
AWL— bw
>....
;• ,� `' t
f
ZONE
AREA:
FRONT: 25
SIDE Z'
REAR: ?01
NOTES
1 BENCH MARK : NAIL'YQ Ck-?tiNj of oAtk 57A y+so �
7OT(_HLAO.iD Orf 'f7 LLFi F- U %Z,155 AJ&Vp
2 ALL CONSTRUCTION METHODS AND MATERIALS SHALL i
CONFORM TO MASS. DEQE. TITLE V AND THE TOWN
OF HYANNIS BOARD OF HEALTH
3. OWNER: APPLICANT.
BARNSTABLE HOLDING CO. INC.
/00 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
300K_ 4-4z _�IA6C CoO
ll. MAXIMUM LAWN AREA ALLOWED /S /000 S.F.
PER N/TRA TE LOADING.
FLAHERTY ASSOCIATES
170 COURT STREET
PLYMOUTH, MA 02360
508-747-2425
SEWAGE DISPOSAL SYST E M
IN
YARMOUTH
PREPARED FOR
BARNSTABLE HOLDING CO., INC.
DATE: ,3 / 2 zo
SCALE. I 2LT
JOB N0: oz
45 RHINE ROAD (LOT13 J
D _
3f
r
FOJWM i
Essio
3 -ZZ-'
SA 10Z) W1
T`L�Ct SILT
83.0
X10 U�Ov��D�!I�TE.iZ
FERC RATE:
INVERT PRIMARY: 27c
ej.v ff 93,01
BOTTOM PRIMARY_ bi,o
INVERT RESERVE :_9 7C CmAc&
_LNc,,j
BOTTOM RESERVE 5-2,0
TEST PITS OBSERVED BY: FLAHERTY ASSOCIATES, INC.
DATE : 2///qo
ry X50, t vFY
o,r ;-tLACrN
DESIGN CALCULATIONS:
PERC RATE
NO OF BEDROOMS z AT uO GAL /BR /DAY
DESIGN FLOW REQUIRED: 2z0 6 A.L, 'DA'%f
SEPTIC TANK SIZE _iooa 0.10 (1�r_v4-,e- cazi-0-
LEACHING PROVIDED '-L- DSA a;T // 2' S-roN�_ A¢.i� 0
SIDE 3777) 6AL/,,)AY
80T TOM141 = c.5 z U AUr>A�t
END -
TOTAL i+Z L GAL /DAY
S, F.
BREAKOUT CALCULATION r�,L,
MAX LEACHING EL __ _PRIMARY
_RESERVE
SLOPE AT EL PRIMARY
RESERVE
BREAKOUT SETBACK
y ( 150 X SLOPE)
EL. AT BREAKOUT SETBACK
PRIMARY
RESERVE
PRMARY
RESERVE
1116 i11i�7µr� c��,�s,._ _ . _� �-�•. ..
11O)e S PLAN
-,
4 sch 40Jsq
.. �.
0.
AWL— bw
>....
;• ,� `' t
f
ZONE
AREA:
FRONT: 25
SIDE Z'
REAR: ?01
NOTES
1 BENCH MARK : NAIL'YQ Ck-?tiNj of oAtk 57A y+so �
7OT(_HLAO.iD Orf 'f7 LLFi F- U %Z,155 AJ&Vp
2 ALL CONSTRUCTION METHODS AND MATERIALS SHALL i
CONFORM TO MASS. DEQE. TITLE V AND THE TOWN
OF HYANNIS BOARD OF HEALTH
3. OWNER: APPLICANT.
BARNSTABLE HOLDING CO. INC.
/00 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
300K_ 4-4z _�IA6C CoO
ll. MAXIMUM LAWN AREA ALLOWED /S /000 S.F.
PER N/TRA TE LOADING.
FLAHERTY ASSOCIATES
170 COURT STREET
PLYMOUTH, MA 02360
508-747-2425
SEWAGE DISPOSAL SYST E M
IN
YARMOUTH
PREPARED FOR
BARNSTABLE HOLDING CO., INC.
DATE: ,3 / 2 zo
SCALE. I 2LT
JOB N0: oz
45 RHINE ROAD (LOT13 J
D _
3f
r
FOJWM i
Essio
3 -ZZ-'