HomeMy WebLinkAboutEngineered Plan - Rev. 1990PLAN
SCALE: 111=20'
/
�62
�a
NO GROUNDWATER
I So
�
ZONE : -NA AFFo2DA,&t Ncus I^aG
i,
�.,
84
GERMAN; HILL
ROAD
BOTTOM PRIMARY: 72,O
AREA:
GROUT TO BE USED AT ALL POINTS WHERE PIPES ENTER
OR LEAVE ALL CONCRETE STRUCTURES IN ORDER TO
TOP 8
r
—7—
FRONT: Zg'
ALL SHIPLAP JOINTS IN SEPTIC TANK SHALL BE SEALED
/
SUBSOIL
WITH NEOPRENE GASKETS OR ASPHALT CEMENT.
TEST PITS OBSERVED BY: FLAHERTY ASSOCIATES, INC.
g.
SIDE t2'
DATE 2/W(D
THE CONTRACTOR PRIOR TO BACKFILLING OF SYSTEM.
o 01:as MouTN 3oncz vr- 1c:.�►-tet
9.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING
DESIGN CALCULATIONS'
THE ACTUAL LOCATION OF ANY EXISTING UTILITIES,
SHOWN ON THIS PLAN.
10.
PROPERTY LINE INFORMATION TAKEN FROM:
REAR: 20'
ICOO GANI_Lo
I CC)
PLAy� T5coiL 44t
FINE TO
O O
SE�1 kL �A�IY.
MEDIUM
I �10•
K'1 N� r
SAND
NOTES:
OTES
Io /
2 2'
LOT 19
I
�Ec- K, ,
I4-' Z 3�RUnr1
• �
a
O I
cµ,r-�,a� H---�r�Er z¢
t
o
OF
1. BENCH MARK : _TA6, Bnt-T 11 42 EL 8'f•52 nl(,UD of Nr'294 fr
+
c� -8�•5 � 78
SILT
I 38• I
oN_GcFMAt3 N 11-�AD
I
�UXO
79 sem, LOT 0
2. ALL CONSTRUCTION METHODS AND MATERIALS SHALL
30' 8, 728 S.F. ,
CONFORM TO MASS. DEQE. TITLE V AND THE TOWN
/t
OF MRMOUN BOARD OF HEALTH.
dI
3. OWNER: APPLICANT:
S2— _ 4
RH/NE RO D
NOTE: Sv 78
ALLOWED LAWN AREA IS 1000 S.F.
MAXIMUM AS PER NITRATE LOADING -7&
RESTRICTIONS RECORDED IN
BARNSTABLE REGISTRY OF DEEDS
BOOK 6824 PAGE 119.
LAND SURVEYOR IS TO -CERTIFY
LAWN AREA SQUARE FOOTAGE FOR
COMPLIANCE.
_bE-C,K k S To til c -i PC na ,
PROFILE:
TOP OF FOUNDATION = 6 5
'1 ff�Gttp = So x�
r .
... . i
Pe, Z v.
�g 8. -4,sc- s .40
�• •TEE` .
CONNECT.
OUTSIDE
,. TANK
3A;c^''Ni>=AlT FLOCR ', 7'{ 0
m
d
Applied Image, Inc.
86xo
min. air space do
10 1400.
41 min.
liquid
level
kOoo -GALLON SEPTIC TANK
D -BOX
4 sch 4046
76.1
'
7S
. 743-d
SOIL LOGS:
ZONING REQUIREMENTS=
MAINTAIN 2% SLOPE
CHER LEACHING PIT
2" LAYER OF 1/8"-1/2"
S
ex C) WASHED STONE
ccve-r- To w/ 1 12 " 0
J: -I - 2ACC
2' RISER
1 6! DIAMETER 3/4" -11/2x1
LEACH PIT WASHED 6' EFFECTIVE
STONE DEPTIA
Ing.. (aTO'
4.
WASHED STONE SHALL BE FREE OF ALL DUST AND FINES.
NO GROUNDWATER
5.
NO FIELD MODIFICATIONS TO THE SEWAGE DISPOSAL
ZONE : -NA AFFo2DA,&t Ncus I^aG
FLOW REQUIRED:
�.,
TEST PIT 1
TEST PIT 2
BOTTOM PRIMARY: 72,O
AREA:
GROUT TO BE USED AT ALL POINTS WHERE PIPES ENTER
OR LEAVE ALL CONCRETE STRUCTURES IN ORDER TO
TOP 8
PROVIDE A WATERTIGHT SEAL.
BOTTOM RESERVE
FRONT: Zg'
ALL SHIPLAP JOINTS IN SEPTIC TANK SHALL BE SEALED
SUBSOIL
WITH NEOPRENE GASKETS OR ASPHALT CEMENT.
TEST PITS OBSERVED BY: FLAHERTY ASSOCIATES, INC.
g.
SIDE t2'
DATE 2/W(D
THE CONTRACTOR PRIOR TO BACKFILLING OF SYSTEM.
o 01:as MouTN 3oncz vr- 1c:.�►-tet
9.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING
DESIGN CALCULATIONS'
THE ACTUAL LOCATION OF ANY EXISTING UTILITIES,
SHOWN ON THIS PLAN.
10.
PROPERTY LINE INFORMATION TAKEN FROM:
REAR: 20'
PLAy� T5coiL 44t
FINE TO
MEDIUM
SAND
NOTES:
OTES
WITH
OF
1. BENCH MARK : _TA6, Bnt-T 11 42 EL 8'f•52 nl(,UD of Nr'294 fr
SILT
oN_GcFMAt3 N 11-�AD
2. ALL CONSTRUCTION METHODS AND MATERIALS SHALL
CONFORM TO MASS. DEQE. TITLE V AND THE TOWN
OF MRMOUN BOARD OF HEALTH.
3. OWNER: APPLICANT:
BARNSTABLE HOLDING CO. INC.
l00 W. MAIN STREET SAME
HYANNIS, MA
MAINTAIN 2% SLOPE
CHER LEACHING PIT
2" LAYER OF 1/8"-1/2"
S
ex C) WASHED STONE
ccve-r- To w/ 1 12 " 0
J: -I - 2ACC
2' RISER
1 6! DIAMETER 3/4" -11/2x1
LEACH PIT WASHED 6' EFFECTIVE
STONE DEPTIA
Ing.. (aTO'
4.
WASHED STONE SHALL BE FREE OF ALL DUST AND FINES.
NO GROUNDWATER
5.
NO FIELD MODIFICATIONS TO THE SEWAGE DISPOSAL
PERC RATE:
FLOW REQUIRED:
SYSTEM SHALL BE MADE WITHOUT PRIOR WRITTEN
APPROVAL OF THE ENGINEER AND TOWN BOARD OF
INVERT PRIMARY: '76-0
HEALTH.
BOTTOM PRIMARY: 72,O
6.
GROUT TO BE USED AT ALL POINTS WHERE PIPES ENTER
OR LEAVE ALL CONCRETE STRUCTURES IN ORDER TO
INVERT RESERVE -7-7.0
PROVIDE A WATERTIGHT SEAL.
BOTTOM RESERVE
7.
ALL SHIPLAP JOINTS IN SEPTIC TANK SHALL BE SEALED
WITH NEOPRENE GASKETS OR ASPHALT CEMENT.
TEST PITS OBSERVED BY: FLAHERTY ASSOCIATES, INC.
g.
A CERTIFICATE OF COMPLIANCE MUST BE OBTAINED BY
DATE 2/W(D
THE CONTRACTOR PRIOR TO BACKFILLING OF SYSTEM.
o 01:as MouTN 3oncz vr- 1c:.�►-tet
9.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING
DESIGN CALCULATIONS'
THE ACTUAL LOCATION OF ANY EXISTING UTILITIES,
SHOWN ON THIS PLAN.
10.
PROPERTY LINE INFORMATION TAKEN FROM:
PERC RATE: 3 m1N / ,4cH (use ti �n1a�l�cr+)
PLAy� T5coiL 44t
NO. OF
BEDROOMS: 2
AT
/Iv
GAL./BR./DAY
.rw R.
DESIGN
FLOW REQUIRED:
-Z7-0
UAB/OA,
--
SEPTIC TANK SIZE _./000 GALLONS NO -GARBAGE GRINDER—- ---- -� - ---- _�--- -,-_ -- -,---- _- - _
LEACHING PROVIDED. I-6' DIA. PIT W/ 2' OF STONE AROUND
SIDE: (2 ° )(n)(IO)(6) _ ;i7,0 GAL/DAY FLAHERTY ASSOCIATES
BOTTOM;(�g3��)(n)(IO%41 = 65.2,GAL/DAY
END - 170 COURT STREET
TOTAL: I fz G GAL./ DAY PLYMOUTH, MA 02360
L� I S. F, 508-747-2425
BREAKOUT CALCULATION
MAX.LEACHING EL'.78,5 PRIMARY
RESERVE
SLOPE AT EL: z /�� PRIMARY
RESERVE
BREAKOUT SETBACK: 15' PRIMARY
(150 X SLOPE) /5' RESERVE
EL. AT BREAKOUT SETBACK 80-5 PRIMARY
78,0 RESERVE
LOCUS PLAN:
:
SCALE: 1" - 200•_ .t6=
azo �
1fji LPLi hep• j
' h
,o
ASSESSORS
DOT
LOT: C3 2 - 20
SEWAGE DISPOSAL SYSTEM
IN
YARMOUTH
PREPARED FOR
BARNSTABLE HOLDING CO., INC.
13 RHINE ROAD ( LOT 20 )
DATE: 2/15/90 REVISED: MAP- 9, I990
SCALE: / 2o' I , Pei P ,f 14 L,_ rte , 212a/go
Z AoD Dac k '$jto/fo
JOB N0: 023'
.rw R.
FA I
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