HomeMy WebLinkAboutEngineered Plan - 2018A,
TOP OF FOUNDATION
ELEV. = T0.90----,
(ASSUMED)
47'
INTERIOR PIPING IS TO BE I
RELOCATED (BY A LICENSED
PLUMBER)IF NECESSARY I
6 FEET
7 FEET
8 FEET
r
tva
to
x 96.5
9 6.2
97.7
x 103.9
SOIL\
TEST•
1500 GALLON 0_\
SEPTIC TANK
0
97.6
INV.
96.9
104 9 96.00
icb.o A4 100.7
2'
97.2
0 )F \
L Or 6 5
F 5-
0 )IG
VERDIG -
95.5
6.2
151'
17, 741 S. F 997
9g2
0\0
970
0 \)tNT
-4.4
(96b
93.
--,98
6-
%
93.5
LEACHING CAPACITY (AREA X RATE) _43-M GAL./DAY
624.00 X 0.74
RESERVE LEACHING CAPACITY Jfi0_RK_ GAL./DAY
1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
TITLE 5 AND THE TOWN'S RULES. AND .REGULATIONS FOR
THE SUBSURFACE DISPOSAL OF SEWAGE.
E
2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO
AAA&. WITHIN 6" OF FINISHED GRADE.
r 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF
WITHSTANDING H-10 LOADING UNLESS.THEY ARE UNDER OR. W11 THIN
TE 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE
h1u USED UNDER OR WITHIN 10 FT. OF DRIVES OR 'PARKING AREAS.
AYES + 4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL
o.9 0 BE MORTARED IN PLACE.
5. NO DETERMINATION HAS BEEN MADE AS TO COMPL!ANCE WITH
DEEDED OR ZONING REGULATIONS, OWNER / APPLICANT IS -TO,
. . . . . ANII
OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR
-IS TO CALL 'DIG -SAFE" AT 1-888-344--7233. AT LEAST 72 HOURS
PRIOR TO COMMENCING WORK ON SITE.
zpx, M 7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS
SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION
441-] RO IS. TOJ3E BROUGHT TO THE ATTENTION OF THE DESIGN :ENGINEER
VVIL IMMEDIATELY.
o 8. PARCEL IS IN FLOOD. ZONE x
40 41
9. LOT IS SHOWN ON ASSESSORS MAP _::1A9__- AS PARCEL _21
10. EXISTING SEPTICS ARE TO BE .PUMPED AND BACKFIILLED.
11. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND.:
/s
FOR A MINIMUM OF 5' AROUND SOIL ABSORPTION SYSTEM AND BE
L LANA REPLACED WITH MATERIAL AS SPECIFIED, IN 310 CMR 15.255:(3).
YarmdUth Health Departmer-t
APR VES
Vt ARD OF HE P L -
r1nme Date -APPRO D Bo
DATE AGENT
------ OAD
94
IN
#0
097.3
94.3
APR 3 2018
HrE_ALTH DEEPT.
ri F 01 -1 1
r
0y' "'D JJ
FOR
p h
o2
D Y r
Tf,
1 C
i l!"No'O
LOC.
JAV1 T ��;` E Ul: f., 1 LD
tlir C'S
A R" Ir 1i ft
r n
7A
W
203. SETUCKET ROAD
508- P. O. BOX 713.
385-6900 :.SOUTH DENNIS, MASS. 42660
SOIL rLST
20 FT. MINIMUM FROM CELLAR OR CRAWL SPACE
DATE OF SOIL TEST DCEA4BER 8s 2017
10 FT. MINIMUM
I 10 FT. MINIMUM FROM
SLAB
CLEAN SAND
BY �TSER ENGINEERING
SOIL TEST DONE15�NL
V11TINIESSED BY
CONCRETE
INSPECTION PORT
COVERS
4" SCHEDULE 40 PVC PIPE
LOAM AND SEED OR ASPHALT DRIVE
02SERVAM'N! HOLE ELEV.=- 98-1
MIN. PITCH 1/8" PER FT.
2" LAYER OF
1�/8H TO 1/2"
PERCOLATION RATE MIN./INCH AT _49--- INCHES
--------------
AS ED STONE
4" CAST IRON PIPE
6" mAOR
6 MAX.
MA
94.05 MAX. FILTER FABRIC[
VENT
DEPTH
HORIZ
TEXTURE
MOTT.
OTHER
(OR EQUAL) MINIMUM
6"
NOT REQUIRED
0-48"
FILL
NO
PITCH 1/4" PER FT.
FLOC','z
T E
?;
48-55"
A
LOAMY
10YR4/2
LEVELERS
55-72"
B
LOAMY SAND
2.5Y7/2
I
FLOW LINE
91.05
72-120
1C
IMEDIUM SAND
2.5Y6/3
-ELEV. - 95.53
0
-TMIN.
0 0
0000000=100
120"
NO WATER ENCOUNTERED AT ELEV,
\-ELEV.
2 0"
LEVEL
0 0
0 17-1 0 C3 0 Fi 0 0 0 0 0
0
0
ELEV.
SAFF - LE
ELEV. E V.
6" 90. 4
_9_1 .91 SUMP ELEV. =
0 0
0
000 Elr= 7)L7_ 00 1:1
0 0
0 2' o
C. , I IS I rf R F33U T 1 OUN!
0
o
0
ELEV. =
0
0
0 C3 CD 13 o o o 0 C3 ED o
0
83.30
OUTLET
F 0 x
0 c
0 0
ELEV.
MESIGN CALCULAMU'1113'
TEE
14 INCHES
(TO BE PLACED ON FIRM BASE)
TO BE WATER TESTED
3 500 GALLON GALLEYS NTH
NUMBER OF BEDROOMS
19 INCHES
'4150" GAU-
U ON
IF MORE THAN ONE OUTLET
STONE IN AN
GARBAGE DISPOSAL UNIT N 5 -
24 1 INCHES
29 INCHES
34 INCHES
k�J
11 A 9. 1 1,0,
i k_- i%f%V.%,
(TO BE PLACED ON FIRM BASE)
12' X 348, x 21 TRENCH FORMATION
m
TO BE VERIrIED AT
TIME OF INSTALLATION
TOTAL ESTIMATED FLOW
110 GAL./'PR./DAY X FR.) GAL./DAY
3/4- TO 1 1/2- CLEAN
S-01 AIUSTRPMMI
__L_ -MM-
REQUIRED SEPTIC TANK CAPACITY - GAL.
-440
DOUBLE WASHED STONE
in
N
WELI-INY-A
ACTUAL SIZE OF SEPTIC TANK GAL.
FREE OF FINES & SILT
SYS7EM (SAS)
ZONE
SOIL CLASSIFICATION
INDEX
DESIGN PERCOLATION RATE 5-5- MIN./IN.
0 1
USGS PROBABLE WATER TABLE ELEV. ADJUST
EFFLUENT LOADING RATE _DJf_ GAL./DAY/S.F.
OBSERVED WATER TABLE ELEV.
LEACHING AREA 624.00 SQ. FT.
NOT TO SCALE
BOTTOM, OF TEST HOLE ELEV. - __�I
r
tva
to
x 96.5
9 6.2
97.7
x 103.9
SOIL\
TEST•
1500 GALLON 0_\
SEPTIC TANK
0
97.6
INV.
96.9
104 9 96.00
icb.o A4 100.7
2'
97.2
0 )F \
L Or 6 5
F 5-
0 )IG
VERDIG -
95.5
6.2
151'
17, 741 S. F 997
9g2
0\0
970
0 \)tNT
-4.4
(96b
93.
--,98
6-
%
93.5
LEACHING CAPACITY (AREA X RATE) _43-M GAL./DAY
624.00 X 0.74
RESERVE LEACHING CAPACITY Jfi0_RK_ GAL./DAY
1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
TITLE 5 AND THE TOWN'S RULES. AND .REGULATIONS FOR
THE SUBSURFACE DISPOSAL OF SEWAGE.
E
2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO
AAA&. WITHIN 6" OF FINISHED GRADE.
r 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF
WITHSTANDING H-10 LOADING UNLESS.THEY ARE UNDER OR. W11 THIN
TE 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE
h1u USED UNDER OR WITHIN 10 FT. OF DRIVES OR 'PARKING AREAS.
AYES + 4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL
o.9 0 BE MORTARED IN PLACE.
5. NO DETERMINATION HAS BEEN MADE AS TO COMPL!ANCE WITH
DEEDED OR ZONING REGULATIONS, OWNER / APPLICANT IS -TO,
. . . . . ANII
OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR
-IS TO CALL 'DIG -SAFE" AT 1-888-344--7233. AT LEAST 72 HOURS
PRIOR TO COMMENCING WORK ON SITE.
zpx, M 7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS
SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION
441-] RO IS. TOJ3E BROUGHT TO THE ATTENTION OF THE DESIGN :ENGINEER
VVIL IMMEDIATELY.
o 8. PARCEL IS IN FLOOD. ZONE x
40 41
9. LOT IS SHOWN ON ASSESSORS MAP _::1A9__- AS PARCEL _21
10. EXISTING SEPTICS ARE TO BE .PUMPED AND BACKFIILLED.
11. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND.:
/s
FOR A MINIMUM OF 5' AROUND SOIL ABSORPTION SYSTEM AND BE
L LANA REPLACED WITH MATERIAL AS SPECIFIED, IN 310 CMR 15.255:(3).
YarmdUth Health Departmer-t
APR VES
Vt ARD OF HE P L -
r1nme Date -APPRO D Bo
DATE AGENT
------ OAD
94
IN
#0
097.3
94.3
APR 3 2018
HrE_ALTH DEEPT.
ri F 01 -1 1
r
0y' "'D JJ
FOR
p h
o2
D Y r
Tf,
1 C
i l!"No'O
LOC.
JAV1 T ��;` E Ul: f., 1 LD
tlir C'S
A R" Ir 1i ft
r n
7A
W
203. SETUCKET ROAD
508- P. O. BOX 713.
385-6900 :.SOUTH DENNIS, MASS. 42660