HomeMy WebLinkAboutBLD-90-228� rvo cac�Naw�.-r-.:..e•
A2001 -UP PERC .RATE': 4M,Nj1Ncrk
� � ., M i rl , 2D' F tGo r•( ra0y, t., I .
INVERT PRIMARY: St -0
T.P•
BOTTOM PRIMARY; 713.0
LOT 37 \ INVERT RESERVE S3 •o
BOTTOM RESERVE-: - -76 • y
a LOT 35
2s' l000 �'" TEST PITS OBSERVED BY' FLAHERTY ASSOCIATES_ INC.
$WALE AWA DATE
s w-TNE.S5 Y 'Z �aSo or HCAt-TVI
DESIGN CALCULATIONS=.
N
nR�pot3t,
PERC RATE: +mig/„act
NO. OF BEDROOMS: 2-2 AT f t 0 GAL. /BR./DAY
\ X24 = 84 DESIGN FLOW REQUIRED: "0 VA�DaY
SEPTIC TANK SIZE: c'"o c Q�a Gzw�ccZ)
�.
)TE:- 41 %
Pao? LEACHING PROVIDED'
ALLOWED LAWN AREA IS 1000 S.F.°
.. cc'`�� SIDE: cz.o (L
MARIMUM AS PER NITRATE LOADING `BOTTOM tO,ibIln (10�l4)= C5•Z c,Ayoay
RESTRICTIONS RECORDED IN 31'
BARNSTABLE REGISTRY OF DEEDS\ } t END:
�g ` < LGAL./ DAY
BOOR 6824 PAGE 119. \ _ _ ! ` yam-"" TOTAL: 442-
S.F.
LAND SURVEYOR IS TO CERTIFY I
LAWN AREA SQUARE FOOTAGE FOR -10
COMPLIANCE.
P►
►�^ ,.. --- '' i �� BREAKOUT CALCULATION
ttCK IS TO REMAIN OPEN 78` z ` L
\� MAX LEACHING EL' 84, 5 PRIMARY
ROA� 134-- 5 RESERVE
-
'76 R SLOPE AT- EL: '2235' PRIMARY
21351 RESERVE
�. J'" ILE�
BREAKOUT SETBACK: PRIMARY
Et}j l y 4150 X SLOPE) q' RESERVE
R9EAK0UT SETBACK 85.0 PRIMARY
8G-0 RESERVE
AXON= X0
TOP,OF FCUNO ; I " r
91 'TrZ
87
.� wEfZ row/, ►z' D -BOX }
Ill` '
rrun Olf ���•� f, %
,
/•{{ * i»!' ° F
7 - 064•.g i 84. 14 sch 40 .
it • '
•.
TEE -
bmf ca.
EE QCT n.
OLITSDEHA
liquid }I {
x TANK. level
1000 -GALLON SEPTIC TANK
oSEN13ff FLOM = Eo. 5,J
J
ZONING. REQUIREMENi'S�=yY.1
ZONE: t�A A':Fo OAZtZ 90J51P44 w
•
f ,s sa-.ri s ;P-'d:A'Y4a ai.4. n
- d;"� x.,..nv.C.. ;«.eY•'¢=X1Ll�'#i's
Y • ®. k,.
REAR ro'
.�,
NOTES
1.
BENCH MARK :�b�+ T' o►�yL� 7rA1d, 50 �erat►,!EF -
:.. x _.. .• LOT3l
2.
ALL CONSTRUCTION METHODS AND MATERIALS SHALL
CONFORM TO MASS. DEQE TITLE V .AND THE TOWN
_.
y >_ F! Ott: 20'
La
3.
I<
BARNSTABLE HOLDING CO. INC. SAME
/00 W. MAIN STREET
2.
HYANNIS, MA
4.
WASHED STONE SHALL BE FREE OF ALL DUST AND rz"'
5.
NO FIELD MODIFICATIONS TO THE SEWAGE D1 iPC�A'
SYSTEM SHALL BE MADE WITHOUT PRIOR WRITTr
APPROVAL OF THE ENGINEER AND TOWN BOARD O�
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:
Pttv.t r30 W, 444 PAC;tC GS
L.
LOT 36
a 1•
\, 12,94 7Y S �F.
OD
\
4o
\
� rvo cac�Naw�.-r-.:..e•
A2001 -UP PERC .RATE': 4M,Nj1Ncrk
� � ., M i rl , 2D' F tGo r•( ra0y, t., I .
INVERT PRIMARY: St -0
T.P•
BOTTOM PRIMARY; 713.0
LOT 37 \ INVERT RESERVE S3 •o
BOTTOM RESERVE-: - -76 • y
a LOT 35
2s' l000 �'" TEST PITS OBSERVED BY' FLAHERTY ASSOCIATES_ INC.
$WALE AWA DATE
s w-TNE.S5 Y 'Z �aSo or HCAt-TVI
DESIGN CALCULATIONS=.
N
nR�pot3t,
PERC RATE: +mig/„act
NO. OF BEDROOMS: 2-2 AT f t 0 GAL. /BR./DAY
\ X24 = 84 DESIGN FLOW REQUIRED: "0 VA�DaY
SEPTIC TANK SIZE: c'"o c Q�a Gzw�ccZ)
�.
)TE:- 41 %
Pao? LEACHING PROVIDED'
ALLOWED LAWN AREA IS 1000 S.F.°
.. cc'`�� SIDE: cz.o (L
MARIMUM AS PER NITRATE LOADING `BOTTOM tO,ibIln (10�l4)= C5•Z c,Ayoay
RESTRICTIONS RECORDED IN 31'
BARNSTABLE REGISTRY OF DEEDS\ } t END:
�g ` < LGAL./ DAY
BOOR 6824 PAGE 119. \ _ _ ! ` yam-"" TOTAL: 442-
S.F.
LAND SURVEYOR IS TO CERTIFY I
LAWN AREA SQUARE FOOTAGE FOR -10
COMPLIANCE.
P►
►�^ ,.. --- '' i �� BREAKOUT CALCULATION
ttCK IS TO REMAIN OPEN 78` z ` L
\� MAX LEACHING EL' 84, 5 PRIMARY
ROA� 134-- 5 RESERVE
-
'76 R SLOPE AT- EL: '2235' PRIMARY
21351 RESERVE
�. J'" ILE�
BREAKOUT SETBACK: PRIMARY
Et}j l y 4150 X SLOPE) q' RESERVE
R9EAK0UT SETBACK 85.0 PRIMARY
8G-0 RESERVE
AXON= X0
TOP,OF FCUNO ; I " r
91 'TrZ
87
.� wEfZ row/, ►z' D -BOX }
Ill` '
rrun Olf ���•� f, %
,
/•{{ * i»!' ° F
7 - 064•.g i 84. 14 sch 40 .
it • '
•.
TEE -
bmf ca.
EE QCT n.
OLITSDEHA
liquid }I {
x TANK. level
1000 -GALLON SEPTIC TANK
oSEN13ff FLOM = Eo. 5,J
J
FLAH ERTY ASSOCIATES
170 COURT STREET
PLYMOUTH, MA 02360
508-747-2425
SEWAGE DISPOSAL SYSTEM ,
IN
YARMOUTH
PREPARED FOR WW'
,
BARNSTABLE HOLDING CO., INC
16 RHINE ROAD LOT 36
SCALE:
JOB N0-
OZ -05'
3
v An
441 71ftz,
No. 33590
4��
.,
cel
-�%
ZONING. REQUIREMENi'S�=yY.1
ZONE: t�A A':Fo OAZtZ 90J51P44 w
AREA:
FRONT. 2s'
SIDE
REAR ro'
NOTES
1.
BENCH MARK :�b�+ T' o►�yL� 7rA1d, 50 �erat►,!EF -
F_L1EV '92.78 N(IVG
2.
ALL CONSTRUCTION METHODS AND MATERIALS SHALL
CONFORM TO MASS. DEQE TITLE V .AND THE TOWN
OF yAf m4OT►I 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 rz"'
5.
NO FIELD MODIFICATIONS TO THE SEWAGE D1 iPC�A'
SYSTEM SHALL BE MADE WITHOUT PRIOR WRITTr
APPROVAL OF THE ENGINEER AND TOWN BOARD O�
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:
Pttv.t r30 W, 444 PAC;tC GS
L.
FLAH ERTY ASSOCIATES
170 COURT STREET
PLYMOUTH, MA 02360
508-747-2425
SEWAGE DISPOSAL SYSTEM ,
IN
YARMOUTH
PREPARED FOR WW'
,
BARNSTABLE HOLDING CO., INC
16 RHINE ROAD LOT 36
SCALE:
JOB N0-
OZ -05'
3
v An
441 71ftz,
No. 33590
4��
.,
cel
-�%