HomeMy WebLinkAbout210 South Street - Septic Design 2- ------- --
7-7
SOIL TEST SOIL TEST
DATE Or SOIL TEST APRIL 0. 003
20 FT. MINIMUM FROM CELLAR
F
DATE OF SOIL TEST AUGUST 3. 20 0
10 FT. MINIMUM FROM SLAB OR CRAWL SPACE SOIL TEST DONE By !WIFE ER tjG�l
mv. 14 00 10 FT. MINIMUM SOIL TEST DONE By f:%MTf=R_EtlQLNiLR_lNr- �[�R NG
CLEAN SAND WITNESSED BY A, YQN KQNE
MANHOLE BOUYANCY CALCULATIONS: WITNESSED BY FEL
INSPECTION PORT WEIGHT OF WATER DISPLACED 5.55 -6.34
COVERS SMVAJIC)N 4ME I ELEV.- 5-80 03SMATION,IHOLE 2 ELIEV.- 09SIMMIM, HOLE 3 ELEV.- COSMATION HIME 4 ELEV.- 7.96
4" SCHEDULE 40 PVC PIPE LOAM AND SEED VENT 11 X 0 17 X (11.013-6.64) X 64 18.939 In 03 2 MIN. NCH AT 44 INCHES -774- INCHES PERCOLATION RATE Vc 2 MIN./INCH IN C HORIZON
--r- r- �r_ MIN_ PITCH I /go PFR FT_ REQUIRED WFInH7 OF TANK I" oxm I m PERCOLATION RATE, -� 2 mTN./INCH IN C HORIZON PERCOLATION RATE - < PERCOLATION RATE MIN./INCH AT -
DEPTH HORIZ
EXTURE COLOR MOTT.
OTHER
0-6 A
LOJAY SAND 10YR4/2 NO
ROOTS
1/8- TOR1/2«
EXCESS WEIGHT TO OFFSET BOUYANCY
ROOTS
18-96 C
MEJUM SAND 2.5Y7/6
E MEDIUM SAND
10YR6/1
FILE,_CUP 77-7`
WASHED STONE
21230-18393 Z291 LBS.
•13.33
2.14
4* CAST IRON PIPE
ROOTS
29-96
C MEDIUM SAND
MAX
11.08 MIN.
WELL MW 2
WELL MTW
48-120
(OR EQUAL) MINIMUM
JMEDIUM SAND 2.5Y7/4,
34 INCHES
3/4' TO 1 1/2- CLEAN
DOUBLE WASHED STONE
SYSTEM (SAS)
1 OI
I SHEO F, IF
4 ZONE A
INDEX 8.8
PITCH 1/4 PER FT.
1
FREE OF FINES & SILT
ADJUST 1.9
ADJUST 0.9
'MINIMUM
tft_%0Q
FLOW LINE
1
10.33
'SLAB ELEV.
ELEV. 11.86
L V'
lu
MIN.
\-ELEV.
Ro.
L
9-00
ELEV. -ltl9-
GAS
ELEV. -
_j 6 s ELEV. 9.03
ELEV.
BAFFLE
DISTRIBUTIONELEV.
LIQUID
OUTLET
8 HIGH CAPACITY INFILTRATORS WITH
DEPTH
jEF
(TO BE PLACED ON FIRM BASE)
BOX
STONE IN AN z
4 FEET
14 INCHES
TO BE WATER TESTED
5
&05 8 1
DEPTH HORIZ
EXTURE COLOR MOTT.
OTHER
0-6 A
LOJAY SAND 10YR4/2 NO
ROOTS
6-18 8
3
LO)AY SAND 10YR6/8
ROOTS
18-96 C
MEJUM SAND 2.5Y7/6
E MEDIUM SAND
10YR6/1
FILE,_CUP 77-7`
ROOTS
DEPTH
HORIZ TEXTURE
COLOR
MOTT.
OTHER
0-4
A LOAMY SAND
10YR4/1
NO
ROOTS
4-10
E MEDIUM SAND
10YR6/1
FILE,_CUP 77-7`
ROOTS
10-29
B LOAMY SAND
7.5YR4/4
ROOTS
29-96
C MEDIUM SAND
2.5Y6/6
WELL MW 2
WELL MTW
DEPTH
I HORIZ I
- TEXTURE COLOR
MOTT.
OTHER
0-23
A/E
FILL
NO
;n
23-28
A
LOAMY SAND I0YR3/1'
FILE,_CUP 77-7`
ROOTS
28-32
E
MEDIUM SAND 10YR7/1
ROOTS
32-48
8
LOAMY SAND 10YR5/6
WELL MW 2
WELL MTW
48-120
C
JMEDIUM SAND 2.5Y7/4,
34 INCHES
DEPTH
HORIZ
TEXTURE COLOR
MOTT.
OTHER
0-10
A/E
ME61UM SAND IOYR8/1
NO
;n
10-24
B
LOAMY SAND 10YR4/6
FILE,_CUP 77-7`
ROOTS
24-120
C
MEDIUM SAND 10YR6/4
SEPTIC TANK
PROF
SWEETSER ENGINEERING
5 FEET
6 FEET
19 INCHES
24 INCHES
0
C)
C
Locus
ocu
L S
HORS �R
S.
CKET
1500 GALLON
IF MORE THAN ONE OUTLET
11 X 61 X lif TRENCH FORMATION I
;n
WATER ENCOUIN�RED AT 4!;" ELEV. WATER, ENCOUNTERED -AT 42' ELEV. --2.05-
WATER ENCOUNTERED AT Alm- ELEV. L14 WATER ENCOUNTERED AT ELEV, 4-
FILE,_CUP 77-7`
FILE
DATE APR. 15', 2003
7 FEET
6 FEET
29 INCHES
SEPTIC TANK
(TO BE PLACED ON FIRM BASE)
SOIL ABSORPTION
OB NO,
4842--00
WELL MW 2
WELL MTW
34 INCHES
3/4' TO 1 1/2- CLEAN
DOUBLE WASHED STONE
SYSTEM (SAS)
1 OI
I SHEO F, IF
4 ZONE A
INDEX 8.8
ZONE A
INDEX1.1 3/03
1
FREE OF FINES & SILT
ADJUST 1.9
ADJUST 0.9
f%lLftnf%C%At
tft_%0Q
1
1
.ITEM lLx- USGS PROBASIF WATER TABLE ELEV. - 3.94
NOT TO SCALE x -OBSERVED WATER TABLE ELEV. - _115 3.04
130TT-OIX OF-TESLHOLE ELEV. - -7-45 -7-04 SALT //// i, RS171y,
8/3/00 4/10/03
x
5,
D r -7E
4 ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL
11, 91 b
BE MORTARED IN PLACE. 5X_
S. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH
DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO
OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. 16
6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR
IS TO CALL "DIG -SAFE* AT 1-888-344-7233 AT LEAST -72 HOURS
x
PRIOR TO COMMENCING WORK ON SITE.
7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS
SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION DESIGN CALCULATIONS
IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER
IMMEDIATELY. NUMBER OF BEDROOMS
GARBAGE DISPOSAL UNIT
B. PARCEL IS IN FLOOD ZONE Alt fE-L- 10111) TOTAL ESTIMATED FLOW
9. LOT IS SHOWN ON ASSESSORS VAP _�26 AS PARCEL _.A_lk, 110 GAL AY X 9 8R.GAL AY
10. EXISTING STRUCTURES. UTILITIES, AND SEPTICS ARE TO BE REMOVED.
REQUIRED SEPTIC TANK CAPACITY -ItW- CAL
11. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND FOR ACTUAL SIZE OF SEPTIC TANK
A MINIMUM OF 5' AROUND SOIL ABSORPTION SYSTEM AND BE REPLACED SOIL CLASSIFICAT10N GAL 9.53 x
WITH SAND AS SPECIFIED IN 310 CMR 15.255:(3). DESIGN PERCOLATION RATE LEGEND.
:5-b- MIN./IN. E�OATION ' 00,0
EFFLUENT LOADING RATE �79_�71_ GAL./DAY/S.F. EXISTING SPOT
EXISTING CONTOUR'-�` -DO----
"1�4 OF Af4 LEACHING AREA B -_JA SQ. r 1. x
(11X60)+(71=10/12) FINAL SPOT ELEVATION
LEACHING CAPACITY AREA X RATE) 273,90 GA DAY FINAL CONTOUR
k, m T &1 I 77833 X 0.74 SOIL TEST LOCATION',
QT
RESERVE LEACHING CAPACITY b7w?l GAL/DAY' UTILITY POLE �0-
TOWN WATER
CATCH BASIN
GAS .LINE
• CLEAN OUT CA
CESSPOOL C.P. 0
1'1---0-2003
SWEETSER ENGINEERING
842-03\DWG\4842-03.DWG
PROPOSED SEPTIC DESIGN
FOR
S0. `YARMOUTH NOMINEE TR.
0
C)
C
Locus
ocu
L S
HORS �R
S.
CKET
03
> I
cf)
cr)
PROJECT LOCATION
ON 210 SOTM STREET
SOUTH YARMOUTK HA
S r. �'MJL G �G
235 GREAT ff�vIEPN ROJAFT
508- P. 0. BOX 713
398-3922 SOUTH DENNIS, � MASS. 02660
FILE,_CUP 77-7`
FILE
DATE APR. 15', 2003
SCALE 1 20
vrY
ISPUN
REV.
OB NO,
4842--00
I REV. SEPT. 2. 2003
1 OI
I SHEO F, IF
, LOCATION
MAP
4 ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL
11, 91 b
BE MORTARED IN PLACE. 5X_
S. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH
DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO
OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. 16
6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR
IS TO CALL "DIG -SAFE* AT 1-888-344-7233 AT LEAST -72 HOURS
x
PRIOR TO COMMENCING WORK ON SITE.
7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS
SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION DESIGN CALCULATIONS
IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER
IMMEDIATELY. NUMBER OF BEDROOMS
GARBAGE DISPOSAL UNIT
B. PARCEL IS IN FLOOD ZONE Alt fE-L- 10111) TOTAL ESTIMATED FLOW
9. LOT IS SHOWN ON ASSESSORS VAP _�26 AS PARCEL _.A_lk, 110 GAL AY X 9 8R.GAL AY
10. EXISTING STRUCTURES. UTILITIES, AND SEPTICS ARE TO BE REMOVED.
REQUIRED SEPTIC TANK CAPACITY -ItW- CAL
11. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND FOR ACTUAL SIZE OF SEPTIC TANK
A MINIMUM OF 5' AROUND SOIL ABSORPTION SYSTEM AND BE REPLACED SOIL CLASSIFICAT10N GAL 9.53 x
WITH SAND AS SPECIFIED IN 310 CMR 15.255:(3). DESIGN PERCOLATION RATE LEGEND.
:5-b- MIN./IN. E�OATION ' 00,0
EFFLUENT LOADING RATE �79_�71_ GAL./DAY/S.F. EXISTING SPOT
EXISTING CONTOUR'-�` -DO----
"1�4 OF Af4 LEACHING AREA B -_JA SQ. r 1. x
(11X60)+(71=10/12) FINAL SPOT ELEVATION
LEACHING CAPACITY AREA X RATE) 273,90 GA DAY FINAL CONTOUR
k, m T &1 I 77833 X 0.74 SOIL TEST LOCATION',
QT
RESERVE LEACHING CAPACITY b7w?l GAL/DAY' UTILITY POLE �0-
TOWN WATER
CATCH BASIN
GAS .LINE
• CLEAN OUT CA
CESSPOOL C.P. 0
1'1---0-2003
SWEETSER ENGINEERING
842-03\DWG\4842-03.DWG
FILE,_CUP 77-7`
FILE
COPY
FILE.
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