HomeMy WebLinkAbout395 Weir Road - Septic Design 2DEPTH I HDRIZ
I TEXTURE
COLOR
MOTT.
OTHER
0-14 A
LOAMY SAND
10YR2/1
2 U YER OF
ROOTS
14-32 '. Bt
II
LOAMY SAND
10YR5/a
209
A
32-46 B2
LOAMY SAND
7,5YR5/B
1/8' TO //2•
COBBLES
-
COURSE SAND
2.5Y7/3
D>♦TEJUNI 20, 20021
scALE 1" = 20'
Si
JOB N0, '�„00
SOIL TEST
AS!ED STONE
TOP OF FOUNDATION
20 FT. MINIMUM FROM CELLAR
4,50
DATE OF SOIL TEST MAY 2$- .2002
_
A
ELEV. 102.75
10 FT. MINIMUM 10 FT. MINIMUM FROM SLAB OR CRAWL SPACE
CLEAN SAND
• SOIL TEST DONE BY SWEETSER
FNGINEERNG
I
h,'
(OR EQUAL) MINIMUM
WITNESSED BY )L, VONHONE
i
CONCRETE
COVERS
4' SCHEDULE 40 PVC PIPE
MIN PITCH 1/8' PER FL
INSPECTION PDR?
LOAM AND SEED
OBSERVATION HOLE 1 ELEV.- 103.00
PERCOLATION RATE < 2 MIN./INCH AT 69 INCHES
OSSER4nON HOLE 2 ELEV.- t
PERCOLATION RATE < 3 MIN./INCH IN Clt C2 NORILtjN r
t
DEPTH I HDRIZ
I TEXTURE
COLOR
MOTT.
OTHER
0-14 A
LOAMY SAND
10YR2/1
2 U YER OF
ROOTS
14-32 '. Bt
II
LOAMY SAND
10YR5/a
209
A
32-46 B2
LOAMY SAND
7,5YR5/B
1/8' TO //2•
COBBLES
46-120. Cl
COURSE SAND
2.5Y7/3
D>♦TEJUNI 20, 20021
scALE 1" = 20'
Si
JOB N0, '�„00
00.80 MAX
AS!ED STONE
VENT
SHEi�,1 'Ck�1.i
4,50
REV.
4• CAST IRON PIPE
98._35 MRI.
NOT REQUIRED
(OR EQUAL) MINIMUM
G
PITCH 1/4• PER FT.
100.00 cRAVEL WAY
1 CU. FT. OF
CONCRETE
FLOW UNE
97.80
a
ANCHOR
ELEV. - _912'
10
MIN.
2
�•-. 04.5
-
i
ELEV. � 97.73
LEVEL
o
- g T
a 1�
o
ELEV.
r 95.47
94 P.
�
ELEV. �Q�
GAS
ELEV. 66, SUMP
_ f»
s
-`
BAFFLE
_i7.60 ?ELEV.
DIS 1 f��BV TION
�"" "'"-..
r ELEV.
BOX 97.30
- 4 HIGH
CAP/,CITY INFlITRATORS 1hTH
STONE IN AN
LIQUID OUTLET
DEPTH Trr
(TO BE PLACED ON FIRM
BASE) TO BE WATER TESTED
z
=17
DEPTH I HDRIZ
I TEXTURE
COLOR
MOTT.
OTHER
0-14 A
LOAMY SAND
10YR2/1
NO
ROOTS
14-32 '. Bt
II
LOAMY SAND
10YR5/a
209
COBBLES'
32-46 B2
LOAMY SAND
7,5YR5/B
205
COBBLES
46-120. Cl
COURSE SAND
2.5Y7/3
D>♦TEJUNI 20, 20021
scALE 1" = 20'
Si
JOB N0, '�„00
4 FEET 14 INCHES 11' X 38' X 1O' TRENCH FORMAION
5 FEET 19 INCHES IF MORE. THAN ONE OUTLET r' WELL N/A NO WATER ENCOUNTERED AT __12D� ELEV. _�3Ii0 NO WATER ENCOUNTERED AT � ELEV, . �D
6 FEET 24 INCHES 1500 GALLON SOIL ABSORPTION
7 FEET 29 INCHES �+[• T (TO BE PLACED ON FIRM BASE) ii
ZONE
8 FEET 34 INCHES SEPTIC TANK 3/4- TO 1 1/2- CLEANSYSTEM. (SAS) INDEX
DOUBLE WASHED STONE ADJUST -
FREE _ FREE OF FINES & SILT LEGEND: DESIGN CALWJLAT1VN.7 i
USGS PROBABLE WATER TABI£. ELEV. - EXISTING SPOT ELEVATION 00.0 NUMBER OF BEDROOMS 3 [
SEWAGE DISPOSAL' STEM PROFILE OBSERVED WATER TABLE ( / / ) ELEV. - EXISTING CONTOUR ----00---- GARBAGE DISPOSAL UNIT I '
NOT TO SCALE BOTTOM OF TEST H0% ELEV.. 94.30 FINAL SPOT ELEVATION TOTAL ESTIMATED FLOW
FINAL CONTOUR-- [�-- (110 OAL/BR /bAY X ..TI. !IR j$_ CAL/DAY k I
SOIL TEST LOCATION 19 REQUIRED SEPTIC TANK CAPACITY -00- GAL.
UTILITY POLE -0- ACTUAL SIZE OF SEPTIC TANK _ GAL
TOWN WATER SOIL CLASSIFICATION _1-_
CATCH BASING✓®� DESIGN PERCOLATION RATE MN /iN.
�_--_ CGAS LEAN5Q LINE
OUT C:O--s�� EFFLUENT LOADING RATE Sa FT. Y/S.f.
• LEACHING AREA' FT. ,
. _ / CESSPOOL C.P. Q (11X36)+(47XW0/I2) r -
-- / LEACHING CAPACITY (AREA X RATE) JIM GAL/DAY
lya)~' Y_
474.33
AX 0674
RESERVE LEACHING CAPACITY M.QGAL./OAY
96)- c I ,+
r;
NOTES: - 4
1. ALL WORKMANSVP AND MATERIALS SHALL CONFORM TO D.E.P.
N aMaTu`eAtf TITLE 5T= TOWN OF ,YAf3�4UTN RULES AND
`r""'k"•'MC° WEIR jROAD 50' VifTLAN REGULATIONS F THE SUBSURFACE DISPOSAL OF SEWAGE.
- ' 0 2. ALL COVERS TO 9MTARY UNITS SHALL BE BROUGHT TOWITHIN 6* OF FINISHED titl
3. ALL COMPANENTS OF E sAmTARY SYSTEM SHALL BE CAPABLE OF
- s ,�t--
r WTHSTANDING M-10 LOADING UNLESS THEY ARE UNDER OR
5 R1T}fIN �'I`
t _ _ ALL 10 R. OF DRIVES OR PARKING AREAS. M-20 LOADMG SMALL BE
80.95' USED UNDER OP WITHIN 10 FT. OF DRIVES CR PARKIN'$ A
9REAS
i a 5 a .L. n u« s N1 ., r t .••;rte; y
w e
- � 1 .v• E MORTARED IN PLACE +
G�.a war .. - 5. NO DETERMINATIDN HAS BEEN MADE AS TO COMPLIANCE WITH r
99 C l� DEEDED OR ZOMNG REGULATIONS. OWNER / APPLICANT IS TO
0_4 AR£Am16,194i Sr. OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
- 6. UTILITIES SHOWN ARE APPROXIMATE ONLY. EXCAVATION CON
IO' \ 93.t I Dq/YF7 1 IS TO CALL 'DIG -SAFE' AT 1-888-344-7233 AT LEAST 72 HOURS
95 / �fdE PRIOR TO COMMENCING WORK ON SITE.
7E5 R£ 7. SITE CONTRACTORCONDITIONS PRIOR TO COMMENCING WORKAON SITE. AN014S AS YlYARISATM
� SSR y�
14 IS TO BE IMMEDIATELY.OUGHT 113 INE.AITENTION OF THE DESIGN ENGINEER 7 i i._
I y3
B. PARCEL IS IN FLOOD ZONE C
9. LOT IS SHOWN ON ASSESSORS MAPl'V AS PARCEL1 '
1 10. A SILT FENCE WORK LIMIT IS TO BE INSTALLED PRIOR TO COMMENCING
r er ✓_
6X34 P ?5.74' RESERVE ANY WORK ON SITE.
� I 11. GLITTER. DONNSPOUI5 AND DRYWELL ARE RE4I TIRED.
PROPO S 12. ALL DISTURBED AREAS ARE TO BE REVEGETAIi D.
j 103 3` �� % 13. VARIANCES TO YARMOUTH REGULATIONS
.q,. ORri1E-LL OMEZLINC -�! / r tN OFA. SOIL ABSORBTION SYSTEM LESS THAN 100' AWAY FROM WETLAND,
1500 ,CAU„v ''q / B. RESERVE AREA LESS THAN 100' FROM WETLAND.
SEP 71C 7AN 1` _�� I 7 A 14. IN THE EVENT OF FAILURE OF THE PRIMARY. SAS, IT IS TO BE REMOVED, '+ E`
. / awl ! A �OL1MA8 RE -EXCAVATED, AND CLEANED THE REPLACED IN SAME POSITION.
a
I � � - - -- / 'va .Zx , AID It,; � •,
„4. ►` g APPROVED. BOARD OF HEALTH
iC5 7 ITAR1*N
105 ,,•r
DATE AGENT
DEPTH
HORIZITEXTURE
COLOR
M071,
OTHER
0-12
A LOAMY SAND
1M2/2
NO
8601%
12-25
81 LOAMY SAND
IOYR5/8
ROOT'S
25-54
Cl MEDIUM SAND
10YR6/6
4-120
C2 MEDIUM SAND
2.5Y8/2
D>♦TEJUNI 20, 20021
scALE 1" = 20'
✓1341?-dG 1dN9134/d-AD.DMC 02002 SW1EET5ER NEkRINGt I r
J
CRAB �RFfK w.
WEIR ROAD
.\
LOCUS
PROPOSED SEPTIC DESIGN
FOR
JOSH GRED`
PROJECT LOCATION
T 4
IDT
395 T= R0AD9 YARMOUTH''
�E
235 GPEAOT ®OXT 713 ROAD
S�JH DENNIS. MAS$.
396-3922. 02680
D>♦TEJUNI 20, 20021
scALE 1" = 20'
ntw LA#r
JOB N0, '�„00
SHEi�,1 'Ck�1.i
LOCATION MAP
REV.
G
100.00 cRAVEL WAY
-..
�•-. 04.5
-
i
94 P.
�
I
_ f»
✓1341?-dG 1dN9134/d-AD.DMC 02002 SW1EET5ER NEkRINGt I r
J
CRAB �RFfK w.
WEIR ROAD
.\
LOCUS
PROPOSED SEPTIC DESIGN
FOR
JOSH GRED`
PROJECT LOCATION
T 4
IDT
395 T= R0AD9 YARMOUTH''
�E
235 GPEAOT ®OXT 713 ROAD
S�JH DENNIS. MAS$.
396-3922. 02680
D>♦TEJUNI 20, 20021
scALE 1" = 20'
REV. -62
17j, .2002
JOB N0, '�„00
SHEi�,1 'Ck�1.i
LOCATION MAP
REV.
✓1341?-dG 1dN9134/d-AD.DMC 02002 SW1EET5ER NEkRINGt I r