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6
SYSTEM PROFILE
TOP SLAB AT EL. 14.83'
NOTES
RUN PIPE LEVEL
9.69' FOR FIRST 2' GEOTEXTIL�
PROPOSED 1500 iOR 2- OF 1/8
GALLON SEPTICg
19
/
9.44' TANK (H- 10 ) GAS
BAFFLE '93'
7fts
87'
(2_5% SLOPE) �6- CRUSHED STONE OR MECHANICAL 067'
COMPACTION. (15.221 [21)
DEPTH OF FLOW `} (_L% % SLOPE) (1 % SLOPE)
TEE SIZES:
INLET DEPTH
OUTLET DEPTH = 14"
FOUNDATION- 10' - SEPTIC TANK 9' D' BOX
NOTE: FOUNDATION DESIGN BY OTHERS
TEST HOLE LOGS
ENGINEER: DAVID
FLAHERTY, R.S.
ACCESS COVER TO WITHIN 6' OF FIN. GRADE
R.S., C.H.O.
(NOT TO scat£)
2006
1.
DATUM IS * NGVU
PERC. RATE _
< 2 MIN/INCH
ACCESS COVER (WATERTIGHT) TO
PROVIDE INSPECTION
PORT TO WITHIN 6" OF FINAL GRADE
ELEV.
II
p*
/i13.0
/
MINIMUM .75' OF COVER OVER PRECAST
/I" -2X
WITHIN 6" of FIN. GRADE
SLOPE
REQUIRED OVER SYSTEM /
171 -n -F71
2.
MUNICIPAL WATER IS AVAILABLE
RUN PIPE LEVEL
9.69' FOR FIRST 2' GEOTEXTIL�
PROPOSED 1500 iOR 2- OF 1/8
GALLON SEPTICg
19
/
9.44' TANK (H- 10 ) GAS
BAFFLE '93'
7fts
87'
(2_5% SLOPE) �6- CRUSHED STONE OR MECHANICAL 067'
COMPACTION. (15.221 [21)
DEPTH OF FLOW `} (_L% % SLOPE) (1 % SLOPE)
TEE SIZES:
INLET DEPTH
OUTLET DEPTH = 14"
FOUNDATION- 10' - SEPTIC TANK 9' D' BOX
NOTE: FOUNDATION DESIGN BY OTHERS
TEST HOLE LOGS
ENGINEER: DAVID
FLAHERTY, R.S.
WITNESS: AMY VON HONE,
R.S., C.H.O.
DATE: APRIL 4,
2006
PERC. RATE _
< 2 MIN/INCH
CLASS I
SOILS
P#
ELEV.
ELEV.
p*
8.4'
p" 8.5
FILL g
6" 7.9'
A/E FILL
LS
tOYR 3/3
15" 7.1' 28" 6.2'
B B
LS LS
42" 1 OYR 4/6 4.9' 35" 1 OYR 4/6 5.6'
C C
PERC MS MS
1OYR 6/3 1OYR 6/3
- -ADJ. G.W.- -2.9' - -ADJ. G.W.- - 3.2'
86" OBS. G.W. 1.2' 84" OBS. G.W. 1.5'
126" -2.1' 120" -1.5'
OBS. WELL: MIW-29
ZONE: A
DATE: APRIL, 2006
ADJUSTMENT: 1.7'
LEGEND
100.0 PROPOSED SPOT ELEVATION
100x0 EXISTING SPOT ELEVATION
100 _ _ PROPOSED CONTOUR
- 100 EXISTING CONTOUR
DCE X05-311
EXIST. L DWELL
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO
\ H- 10 ;
5. PIPE JOINTS TO BE MADE WATERTIGHT.
2' ALL AROUND 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH
1.5' BETWEENa MASS. ENVIRONMENTAL CODE TITLE V.
ROWS c8.2'
7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO
BE USED FOR ANY OTHER PURPOSE. `
3/4" TO 1 1/2" DOUBLE WASHED STONE I�J `vim w u
8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
I
6,
' 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED SCALE-- - 25,000'
LEACHING 5ITYYWITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION ASSESSORS MAP 26 PARCEL 7
OBTAINED FROM BOARD OF HEALTH.
LOCUS IS WITHIN FEMA
10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FLOOD ZONE "A9" (EL. = 10) AS SHOWN
DIGSAFE (1-888-344-7233) AND VERIFYING THE ON COMMUNITY PANEL #250015 0006 D
ADJ. G.W. TH-2 EL. 3.2' LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES
PRIOR TO COMMENCEMENT OF WORK. DATED JULY 2, 1992
ZONING: R-25
11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE MIN. LOT SIZE: 25,000 SO. FT.
REMOVED 5' AROUND AND BENEATH THE LEACHING AREA. MIN. FRONTAGE: 150'
®�0 SETBACKS: FRONT -30
® 9.09' (FIG EST POINT) x 12. ALL UTILITY INSTALLATION SHALL BE COORDINATED BY _ SIDE -15'
I� / -I- \ THE CONTRACTOR AND THE APPROPRIATE AUTHORITIES. REAR -20'
MAX. BLDG COVERAGE: 25%
15% PROPOSED
1 \ SYSTEM DESIGN:
Oa
j % \ GARBAGE DISPOSER IS NOT ALLOWED
DESIGN FLOW: 4 BEDROOMS 0 110 GPD = 440 GPD
\ EXIST. DWELL \ USE A 440 GPD DESIGN FLOW
PROP. DRIVEWAY
\\ \ \ rn SEPTIC TANTS: 440 GPD (2) = 88=0
\ us \ I USE A 1500 GAL SEPTIC TANK
TH2 \\ I LEACHING:
SIDES: N/A
\ BOTTOM 40 x 15.49 (.74) = 458.5 GPD
TOTAL: 619 S.F. 458 GPD
1 �rn
GAR 1 o USE (27) "QUICK 4" INFILTRATORS,THREE ROWS IN GALLEY FORMATION
9 / 10.5
ELE�V. 1 WITH 2' STONE ALL AROUND AND 1.5' IN BETWEEN ROWS
,1
/ PROP. DWELL
0 \
1 \ \ APPROVED DATE BOARD OF HEALTH, MA
,4 r \ Zb
0.
TITLE 5 SITE PLANT
OF
i
FIRST `1 ; 11 PROPOSED WATER SERVICE 213 SOUTH SHORE DRIVE
SOUTH YARMOUTH, MA
\ 8
�> \ \ ` PREPARED FOR
B/
MICHAEL KAMPIFE
PR .PARKING
93' (HIGHEST POINT) / / /
Ott, A*S'C ejt1DF �S'
86
JCH MARK - TOP OF 17.067.1TSO. FT. t ®R1 / ��ARNE H. y H. ARNE
JC. BND. EL. = 8.20 5t®� R CIVILL S O ALA
a 0. 30792 , , , No. 2048
c �
Scale: 1 "= 20' / / 7� / F STEN E O
0 10 20 30 40 0 FEET i / / DARNE H. OJALA, P.E., P.L.S.
DATE: MAY 12, 2005
off 508-362-4541
fax 508-362-9880
down cape engineering, inc.
icy
�m CIVIL ENGINEERS
LAND SURVEYORS
w939 main st. yarmouthport, ma 02675
05-311 KAMPFE-SP.DWG
I
SYSTEM PROFILE
TOP SLAB AT EL. 14.83' (NOT To SCALE) i
y ACCESS COVER TO WITHIN 6' OF FIN. GRADE i
ACCESS COVER (WATERTIGHT) TO PROVIDE I
WITHIN 6' OF FIN. GRADE
13.0' MINIMUM .75' OF COVER OVER PRECASTRUN PIPE i 2r. SLOPE REQUIRED OVER SYSTEM
2 LEVEL GEOTEXT L� FI TE
FOR FIRST
OR 2" OF 1%8 TO 1
PROPOSED 1500 J12f
N SEPTIC 9.19' �� I
9.4j'/410TANK (H- 10) G4S 8.93'
9.10
( 2.5% SLOPE) �_6' CRUSHED STONE OR MECHANICAL
COMPACTION. (15.221 [23)
DEPTH OF FLOW 4' (--L% X SLOPE) (-!-% SLOPE)
TEE SIZES:
INLET DEPTH = 10"
OUTLET DEPTH 14"
FOUNDATION- 10' - SEPTIC TANK
NOTE: FOUNDATION DESIGN BY OTHERS
TEST HOLE LOOS
ENGINEER: DAVID
FLAHERTY, R.S.
WITNESS: AMY VON HONE,
R.S., C.H.O.
DATE: APRIL 4,
2006
LOCUS IS WITHIN FEMA
10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FLOOD ZONE "A9". (EL = 10) AS SHOWN
PERC. RATE _
< 2 MIN/INCH
ADJ. G.W. TH-2 EL 3.2' LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES DATED JULY 2, 1992
CLASS I
SOILS
P#
ZONING: R-25
ELEV.
11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE MIN. LOT SIZE: 25,000 SQ. FT.
MIN. FRONTAGE: 150'
88-4'
o"
FILL
6" 7
A/E
LS
1OYR 3/3
15" 7.1'
B
LS
42" 1OYR 4/6 4.9'
FILL
9' D' BOX 6
ELEV.
8_5'
28" 6.2'
B
LS
35" 1OYR 4/6 5.6'
C C
PERC MS MS
1OYR 6/31OYR 6/3
-ADJ. G.W.- -2.9' - -ADJ. G.W.- - 3.2'
86" OBS. G.W. 1.2' 84" OBS. G.W. 1.5'
126" 1 -2.1' 120"
OBS. WELL: MIW-29
ZONE: A
DATE: APRIL, 2006
ADJUSTMENT: 1.7'
1
100.0 PROPOSED SPOT ELEVATION
100x0 EXISTING SPOT ELEVATION
100 _ _ PROPOSED CONTOUR
- 100- EXISTING CONTOUR
DCE x/05-311
` 9
0.67'
NOTES
1. DATUM IS 0A�1r
,t NGVD
PORT TO WITHIN 6" OF FINAL GRADE
2. MUNICIPAL WATER IS AVAILABLE
10.0
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
)NE 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO
-
H-_1 0
5. PIPE JOINTS TO BE MADE WATERTIGHT.
z' ALL AROUND 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH
1.5' BETWEEN MASS. ENVIRONMENTAL CODE TITLE V.
ROWS,:W. 8.2' _
7. THIS PLAN. IS FOR PROPOSED WORK ONLY AND NOT TO
BE USED FOR ANY OTHER PURPOSE.
3/4" TO 1 1/2" DOUBLE WASHED STONE
8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. .
LEACHING
FACILITY
o ® 9.09' (HIGIVEST POINT)
(
r \ \
}
5' 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED SCALE- 'r ■ 25,000'
WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION ASSESSORS MAP 26 PARCEL 7 '
OBTAINED FROM BOARD OF HEALTH.
LOCUS IS WITHIN FEMA
10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FLOOD ZONE "A9". (EL = 10) AS SHOWN
DIGSAFE (1-888-344-7233) AND VERIFYING THE ON COMMUNITY PANEL #250015 0006 D
ADJ. G.W. TH-2 EL 3.2' LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES DATED JULY 2, 1992
PRIOR TO COMMENCEMENT OF WORK.
ZONING: R-25
11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE MIN. LOT SIZE: 25,000 SQ. FT.
MIN. FRONTAGE: 150'
REMOVED 5' AROUND AND BENEATH THE LEACHING AREA.
SETBACKS: FRONT -30'
SIDE -15'
12. ALL UTILITY INSTALLATION SHALL BE COORDINATED BY REAR
THE CONTRACTOR AND THE APPROPRIATE AUTHORITIES. MAX. BLDG COVERAGE: 25%
15% PROPOSED
SYSTEM DESIGN:
GARBAGE DISPOSER IS NOT ALLOWED
DESIGN FLOW: 4 BEDROOMS ® 110 GPD = 440 GPD
EXIST. DWELL. \ USE A 440 GPD DESIGN FLOW
0> \ / SEPTIC TANK: 440 GPD (2) = 880
USE A 150C GAL. SEPTIC • ANK
LEACHING:
_ � II SIDES: N/A
\ BOTTOM 40 x 15.49 (.74) = 455.5 GPD
\
\ N \� TOTAL- 619 S.F. 458 GPD
1 I USE (27) "QUI^K 4" INFILTRATORS,THREE ROWS IN GALLEY FORMATION
WITH 2' STONE ALL AROUND AND 1.5' IN BETWEEN ROWS
. iPROP.DWELL. , \ \ APPROVED DATE BOARD OF HEALTH. MA
Cb\�0. TITLE 5 SITE PLAIN
OF
►\\ Flt ; \\ PROPOSED WATER SSLAB ERVICE 213 SOUTH SHORE DRIVE
f� \ 14.83' l t
SOUTH YARMOUTH, MA
\ \ \ g 1 r/ / I PREPARED FOR
'-� - - a/ 4 MICHAEL ` KAMPFE
\ \ _ /
DWELL '9 / PR PARKING DATE: MAY 12, 2005
off 508-362-4541
PREP e e fox 508-362-9880
\ 8 ,O� �1 e /93 (HIGHEST POINT) e / e R
down cape .engineering, inc.
HOF,tt4S �HOFMq
LOT 8s
ICH MARK - TOP OF 17.067.1 SO. Fgee R1JE ewe �o� �ROJALA NEH.�cyr �o=ARNEOyN CIVIL ENGINEERS
T. t e e e e m
JC. BND. EL. = 8.20 e 5% 0t, ee R CIVIL 8 Oj �, w LAND SURVEYORS
e e e G e 4 No. 30792 m , No. 2
939 main St. yarmouthport, ma 02675
Scale:1 "= 20' e e 5 e e N uavE
e e e
e -
0 10 20 30 40 0 FEET e e e / D AnE', H. OJALA; P.E, P.L.S. 05-311 KAMPFE_SP.DWG (DID
i