HomeMy WebLinkAboutEngineered Plan - 2000BENCH MARK: TOP OF FND.
ELE = 40.0
10' MIN. ---�r
2% r
6' CRUSHED STONE
SOIL TEST LOG
PERC. RATE= < 2 MIN/INCH
DEPTH 0
10"
23„
ELEV.= 38.5
A/E LOAMY SAND 10YR 4/1
3 LOAMY SAND 10YR 5/6
58
MED/FINE SAND 1OYR 8/3
120" sz 28.50
127" 27.91
SOIL TEST CONDUCTED ON MARCH 25, 2000
BY HUNTER ENGINEERING ASSOC.
WITNESSED BY: KELDA GORMAN, AGENT
YARMOUTH HEALTH DEPARTMENT
WATER OBSERVED @ 120"
PERC BOTTOM @ 31 "
LEGEND:
EXISTING CONTOUR ---- 39 ----
EXISTING SPOT ELEVATION 37x80
WATER GATE W. M.
WATER SERVICE : W --N_
TEST HOLE
GAS SERVICE G G .
BENCH MARK a, BM
NOTE:
PRIOR TO INSTALLING THE NEW (SAS) THE
CONTRACTOR SHALL PUMPOUT ALL CESSPOOLS
AND BACK FILL WITH CLEAN MEDIUM SAND.
20' MIN:
PROPOSED SEPTIC SYSTEM
NO SCALE
REQUESTED VARIANCES:
1) REQUEST 2' VARIANCE FOR SEPARATION (SAS) AND PROPERTY LINE.
2) REQUEST 5' VARIANCE FOR SEPARATION (SAS) AND FOUNDATION WALL.
3) REQUEST 1' VARIANCE FOR SEPARATION (SAS) AND GROUNDWATER
FOR SOILS W/ PERC RATE OF <2MIN INCH.
w
0
N
e° --
n
..
it
0
10'
rym
0
CAPTAIN BACON
CAPTAIN YORK
CAPTAIN CHASE
35.40/I I II I I STONE ALL AROUND LOCKS MAP
Loll
2
0
L3 N
r
w
rn
GENERAL NOT S:
1.51 31.25' 1.5 -- ELEVATIONS SHOWN BASED ON U.S.G.S. DATUM.
SYSTEM PIPE SHALL BE EITHER C.I. OR
USE FIVE (5) - INFILTRATORS 4.0' SCHEDULE 40 P.V.C..
.WITH 4' OF STONE @ SIDES - THE BOARD OF HEALTH SHALL BE NOTIFIED
& 1.5' OF STONE @ ENDSPRIOR TO BACKFILLING'OF SEPTIC SYSTEM.
= EL.=31.40 (ADJUSTED) _ SEPTIC SYSTEM STRUCTURAL COMPONENTS
2.9SHALL BE CAPABLE OF WITHs7ANDING A
WELL READING FOR MIW-29 H-10 LOADING, UNLESS SPECIFIED OTHERWISE
FOR THE MONTH OF MARCH- = EL.=28.50 (OBSERVED) SEPTIC SYSTEM UNDER DRIVEWAYS SHALL
8.6, ZONE B= 2.9' ADJUSTMENT. COMPLY WITH A H--20' LOADING.
- THE DESIGN AND COM ONENTS OF THE SEPTIC.
SYSTEM SHALL BE IN COMPLIANCE WITH THE.
STATE OF MASSACHUS S SANITARY CODE
11
0.009 TITLE V, AND SHALL BE IN COMPLIANCE WITH
THE LOCAL BOARD OF HEALTH RULES AND
REGULATIONS.
THE CONTRACTOR _SHA L__BE RESPONSIBLE -.:FOR_._ -
LOCATION OF ALL UNDERGROUND UTILITIES AND
SHALL NOTIFY DIG 3AFE PRIOR TO
CONSTRUCTION.
- NO GARBAGE GRINDER
CP w DESIGN CRITERIA:
PLUMBER TO
LOCATE SOIL PIPE C; DESIGN FLOW
TO FRONT OF BLDG. Q 3 BEDROOMS AT 110 G.P.B. / DAY 330 G.P.D.
�- REQUIRED SEPTIC TAN
8' 12' 1.50• Gallon
37' SEPTIC TANK PROVIDED 1,500 GAL.
T.O.F. = 40.0' DESIGN PERC RATE < MIN/INCH
SIZE OF REQ'D (SAS) AREA - 330/0.74 = 446 S.F.
t 24' $ 0„�BM 13 SIDEWALL 2)(0.83)(3 '.25)+(2)(0.83)(11)-75.12 S.F.
i BOTTOM ((1 1) (34.25) = 376.75 S.F.
t 1
t 15' SIZE OF LEACHING FA LITY PROVIDED:
p o 376.75 S.F. + 75.12 S.F. = 451.87 S.F.
334.4 GPD
0 m
1 „
D _ -' - - ` 39 EFFECTIVE DEPTH: 10'
�
of g� -< EFFECTIVE LENGTH: 34.251
1
EFFECTIVE WIDTH: 11.
W 0' W11o.oa W EAPR:
,��
20Qa I� CONSULTING ENGINEERS
7 WEEKS POND DRIVE
SANDWICH, MA 02601
E ROAD EPT (508) 477-8268
C A P TA I N CHAS Hunter Engineering Associates, ine.
PROJECT: SEPTIC SYST M REPAIR
72 CAPTAINO
ASE ROAD
P LAN ��HOFMAss '�/ SCA
AS SHOWN ow+wN eir: JPH
�� JOHN P. 9Py % �. DATE: NEW MAP' 78 / LOT 60
o� HUNTER N 3/29/00 REVISED BY.
CIVILm
1 " 20'_ g �No.36445Go OWNER: EARL & JOY SHIPP
72 CAPTAIN CHASE ROAD
SOUTH YARMOUTH, MA
nLE
JOYCE
(SAS) SHALL BE
34.LONG
MANHOLE
COVERS TO
EXTEND TO
11.00'' WIDE
WITHIN
6" OF
FINISH
GRADE
10" DEEP
GAS
BAFFLE
REQ'D
TOP PEASTONE EL.=36.73
12%
�2, PEASTONE TOPPING
1%0 A
w
NEW W
37.05
D:B.
36.43
36.26
_ _
0 1,500 GAL
-
36.23' f' _ _-_ _
`�
_-_ _-- _ ':.�`� CAP ENDS
r
5,
6'
C USHED TONE
.4?• - - -
- -- - - _- ;:::=::
•''°• - -
- - �� 3,/4" DOUBLE WASHED
6' CRUSHED STONE
SOIL TEST LOG
PERC. RATE= < 2 MIN/INCH
DEPTH 0
10"
23„
ELEV.= 38.5
A/E LOAMY SAND 10YR 4/1
3 LOAMY SAND 10YR 5/6
58
MED/FINE SAND 1OYR 8/3
120" sz 28.50
127" 27.91
SOIL TEST CONDUCTED ON MARCH 25, 2000
BY HUNTER ENGINEERING ASSOC.
WITNESSED BY: KELDA GORMAN, AGENT
YARMOUTH HEALTH DEPARTMENT
WATER OBSERVED @ 120"
PERC BOTTOM @ 31 "
LEGEND:
EXISTING CONTOUR ---- 39 ----
EXISTING SPOT ELEVATION 37x80
WATER GATE W. M.
WATER SERVICE : W --N_
TEST HOLE
GAS SERVICE G G .
BENCH MARK a, BM
NOTE:
PRIOR TO INSTALLING THE NEW (SAS) THE
CONTRACTOR SHALL PUMPOUT ALL CESSPOOLS
AND BACK FILL WITH CLEAN MEDIUM SAND.
20' MIN:
PROPOSED SEPTIC SYSTEM
NO SCALE
REQUESTED VARIANCES:
1) REQUEST 2' VARIANCE FOR SEPARATION (SAS) AND PROPERTY LINE.
2) REQUEST 5' VARIANCE FOR SEPARATION (SAS) AND FOUNDATION WALL.
3) REQUEST 1' VARIANCE FOR SEPARATION (SAS) AND GROUNDWATER
FOR SOILS W/ PERC RATE OF <2MIN INCH.
w
0
N
e° --
n
..
it
0
10'
rym
0
CAPTAIN BACON
CAPTAIN YORK
CAPTAIN CHASE
35.40/I I II I I STONE ALL AROUND LOCKS MAP
Loll
2
0
L3 N
r
w
rn
GENERAL NOT S:
1.51 31.25' 1.5 -- ELEVATIONS SHOWN BASED ON U.S.G.S. DATUM.
SYSTEM PIPE SHALL BE EITHER C.I. OR
USE FIVE (5) - INFILTRATORS 4.0' SCHEDULE 40 P.V.C..
.WITH 4' OF STONE @ SIDES - THE BOARD OF HEALTH SHALL BE NOTIFIED
& 1.5' OF STONE @ ENDSPRIOR TO BACKFILLING'OF SEPTIC SYSTEM.
= EL.=31.40 (ADJUSTED) _ SEPTIC SYSTEM STRUCTURAL COMPONENTS
2.9SHALL BE CAPABLE OF WITHs7ANDING A
WELL READING FOR MIW-29 H-10 LOADING, UNLESS SPECIFIED OTHERWISE
FOR THE MONTH OF MARCH- = EL.=28.50 (OBSERVED) SEPTIC SYSTEM UNDER DRIVEWAYS SHALL
8.6, ZONE B= 2.9' ADJUSTMENT. COMPLY WITH A H--20' LOADING.
- THE DESIGN AND COM ONENTS OF THE SEPTIC.
SYSTEM SHALL BE IN COMPLIANCE WITH THE.
STATE OF MASSACHUS S SANITARY CODE
11
0.009 TITLE V, AND SHALL BE IN COMPLIANCE WITH
THE LOCAL BOARD OF HEALTH RULES AND
REGULATIONS.
THE CONTRACTOR _SHA L__BE RESPONSIBLE -.:FOR_._ -
LOCATION OF ALL UNDERGROUND UTILITIES AND
SHALL NOTIFY DIG 3AFE PRIOR TO
CONSTRUCTION.
- NO GARBAGE GRINDER
CP w DESIGN CRITERIA:
PLUMBER TO
LOCATE SOIL PIPE C; DESIGN FLOW
TO FRONT OF BLDG. Q 3 BEDROOMS AT 110 G.P.B. / DAY 330 G.P.D.
�- REQUIRED SEPTIC TAN
8' 12' 1.50• Gallon
37' SEPTIC TANK PROVIDED 1,500 GAL.
T.O.F. = 40.0' DESIGN PERC RATE < MIN/INCH
SIZE OF REQ'D (SAS) AREA - 330/0.74 = 446 S.F.
t 24' $ 0„�BM 13 SIDEWALL 2)(0.83)(3 '.25)+(2)(0.83)(11)-75.12 S.F.
i BOTTOM ((1 1) (34.25) = 376.75 S.F.
t 1
t 15' SIZE OF LEACHING FA LITY PROVIDED:
p o 376.75 S.F. + 75.12 S.F. = 451.87 S.F.
334.4 GPD
0 m
1 „
D _ -' - - ` 39 EFFECTIVE DEPTH: 10'
�
of g� -< EFFECTIVE LENGTH: 34.251
1
EFFECTIVE WIDTH: 11.
W 0' W11o.oa W EAPR:
,��
20Qa I� CONSULTING ENGINEERS
7 WEEKS POND DRIVE
SANDWICH, MA 02601
E ROAD EPT (508) 477-8268
C A P TA I N CHAS Hunter Engineering Associates, ine.
PROJECT: SEPTIC SYST M REPAIR
72 CAPTAINO
ASE ROAD
P LAN ��HOFMAss '�/ SCA
AS SHOWN ow+wN eir: JPH
�� JOHN P. 9Py % �. DATE: NEW MAP' 78 / LOT 60
o� HUNTER N 3/29/00 REVISED BY.
CIVILm
1 " 20'_ g �No.36445Go OWNER: EARL & JOY SHIPP
72 CAPTAIN CHASE ROAD
SOUTH YARMOUTH, MA
nLE
JOYCE