HomeMy WebLinkAboutEngineered Plan - 2016Tc -r-3-`i,
CELLAR OR CRAWL SPACE
TOP OF FOUNDATION
MOTT. OTHER
-ELEV. = 100.00.
10 FT. MINIMUM
(ASSUMED)
NO ROOTS_
103, 00'
6,5*
10YR6/8
4" CAST IRON PIPE
INSPECTION PORT
24-132" C MEDIUM SANG ---
(OR EQUAL) MINIMUM
4" SCHEDULE 40 PVC PIPE
LOAM AND SEED
PITCH 1/4" PER FT.
MIN. PITCH 1/8" PER FT.
2" LAYER OF
ELEV. = 97.8_
q
/
/
ELEV. _ L$.70
LIQUID
OUTLET
LOCATION MAP
DEPTH
98,4 MAX, OR FILTER FABRIC
VENT
^
4 FEET
14 INCHES
NOT REQUIRED
TEST
5 FEET
19 INCHES
6 FEET
24 INCHES
�7
FLOW LINE
7 FEET
29 INCHES
10"
8 FEET
34 INCHES
p I
98.5
20 FT. MINIMUM FROM
CELLAR OR CRAWL SPACE
COLOR
MOTT. OTHER
10 FT. MINIMUM FROM SLAB
079" A LOAMY SAND
h
NO ROOTS_
103, 00'
CLEAN SAND
10YR6/8
CONCRETE
COVERS
INSPECTION PORT
24-132" C MEDIUM SANG ---
2.547/4 ---
4" SCHEDULE 40 PVC PIPE
LOAM AND SEED
SCALE 1 " - 20'
MIN. PITCH 1/8" PER FT.
2" LAYER OF
0
q
/
1/8" TO 1/2"
WASHED STONE
LOCATION MAP
RE v
98,4 MAX, OR FILTER FABRIC
VENT
^
/
96.15 MIN.
NOT REQUIRED
TEST
FLOW TEE
z
LEVELERS
D.
�7
FLOW LINE
95.4
10"
O
p I
98.5
""MIN.
ELEV. _ _g84'_ 2,0..
LEVEL
o o
10* o
94.07
ADD GAS
6" SUMP
ELEV. = g5.07 ELEV. = 94490
o ELEV.
- - '--
=
BAFFLE
DISTRIBUTION
ELEV.
BOX�
BOX
4 HIGH CAPACITY INFILTRATORS WITH
STONE IN AN
(EXISTING)
-9Q-_
TO BE WATER TESTED•67
Z
11� X 3s� X 10* TRENCH FORMATION
1,000 GALLON
IF MORE THAN ONE OUTLET
W
W
SEPTIC TANK
(TO BE PLACED ON FIRM BASE)
SOIL ABSORPTION
WELL NLA
®
SEPTIC TANS3/4"
1�
PIT
ZONE
TO 1 1/2" CLEAN
rc )
SYSTEM
EX
DOUBLE WASHED STONE
`JA�
ADJUST
FREE OF FINES & SILT
x 98.4
SE% AGE DISPOSAL SYSTEM PROFILE
WA/ R � BLS
OBSERVEDUSGS WATERRTABLEE( ELEV. =
NOT TO SCALE
BOTTOM OF TEST HOLE ELEV. =
J
LEGEND:
EXISTING SPOT ELEVATION 00,0
EXISTING CONTOUR ----00----
-FINAL SPOT ELEVATION -
FINAL CONTOUR 00
SOIL TEST LOCATION
UTILITY POLE -O-
TOWN WATER -WSW
CATCH BASIN
GAS LINE .-G-
CLEAN
GCLEAN OUT C.O.
CESSPOOL C.P. Q
.r
+r JIL
r ' t
ZPL-NCE
4
S i F�
1 ARi�' s
SOIL TEST
DATE OF SOIL TEST MAY 19,2016 _
SOIL TEST DONE BY
WITNESSED BY _P _3FIJAsJ� _
OBSERVATION HOLE 1 ELEV.=--98.4-
PERCOLATION RATE < _2 MIN./INCH AT 52 INCHES
96.7
COLOR
MOTT. OTHER
PROPOSED SEPTIC DESIGINT
FOR
S Ir REGAS
079" A LOAMY SAND
h
NO ROOTS_
103, 00'
9-24" B LOAMY SAND
10YR6/8
ROOTS
24-132" C MEDIUM SANG ---
2.547/4 ---
----- -_----__---
DATE MAY 20, 2016
II
SCALE 1 " - 20'
0
q
/
LOCATION MAP
RE v
SOIL
^
/
TEST
D.
�7
n
BOX
O
p I
98.5
o
z
J cn
=
-20.,7'
97.8
I
0
0
m
0 n
1000 GALLON 11.00' 10.0 '
/Q0
W
W
SEPTIC TANK
98.1
96.9 98.8
�7 ,
100.0
1�
PIT
96.9 / 98.3
DRIVE
x 98.4
x 99
LOT 4s
97� 10, 000 t S.F.
o>
'�
74.00
Y 98.5
98.6
9 7 -\
UPTr'ER
LANA
J
LEGEND:
EXISTING SPOT ELEVATION 00,0
EXISTING CONTOUR ----00----
-FINAL SPOT ELEVATION -
FINAL CONTOUR 00
SOIL TEST LOCATION
UTILITY POLE -O-
TOWN WATER -WSW
CATCH BASIN
GAS LINE .-G-
CLEAN
GCLEAN OUT C.O.
CESSPOOL C.P. Q
.r
+r JIL
r ' t
ZPL-NCE
4
S i F�
1 ARi�' s
SOIL TEST
DATE OF SOIL TEST MAY 19,2016 _
SOIL TEST DONE BY
WITNESSED BY _P _3FIJAsJ� _
OBSERVATION HOLE 1 ELEV.=--98.4-
PERCOLATION RATE < _2 MIN./INCH AT 52 INCHES
NO WATER ENCOUNTERED AT _ 132_ ELEV. _ _ 87.4 _
DESIGN CALCULATIONS
NUMBER OF BEDROOMS 3
GARBAGE DISPOSAL UNIT
TOTAL ESTIMATED FLOW
( 110 GAL/13R./DAY X 3 BR.) _ GAL./DAY
REQUIRED SEPTIC TANK CAPACITY -3-6Q._ GAL.
ACTUAL SIZE OF SEPTIC TANK -IN-CL GAL,
SOIL CLASSIFICATION _I__
DESIGN PERCOLATION RATE MIN./IN.
EFFLUENT LOADING RATE OJ -4- GAL./DAY/S.F.
LEACHING AREA 474_33 SQ. FT.
(11X38)+(47X2X1O/12)
LEACHING CAPACITY (AREA X RATE) s30UN GAL./DAY
474.33 X 0.74
RESERVE LEACHING CAPACITY _KWK- GAL./DAY
NOTES:
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..
2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO
WITHIN 6" OF FINISHED GRADE.
3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF
WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN
10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE
USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS.
4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL
BE MORTARED IN PLACE.
5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH
DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO
OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
6. 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.
7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS
SITE CONDITIONS PRIOR . TO COMMENCING WORK ON SITE. ANY VARIATION
IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER
IMMEDIATELY.
8. PARCEL IS IN FLOOD ZONE X
9. LOT IS SHOWN ON ASSESSORS MAP AS PARCEL -------
10. EXISTING LEACH PIT IS TO BE PUMPED AND BACKFILLED.
ynmouth tied h Deprtmemt
AP V;z _E'
�'Date
APPROVED: BOARD OF HEALTH
DATE AGENT
DEPTH HORIZ TEXTURE
COLOR
MOTT. OTHER
PROPOSED SEPTIC DESIGINT
FOR
S Ir REGAS
079" A LOAMY SAND
10YR6/1
NO ROOTS_
9-24" B LOAMY SAND
10YR6/8
ROOTS
24-132" C MEDIUM SANG ---
2.547/4 ---
----- -_----__---
DATE MAY 20, 2016
II
NO WATER ENCOUNTERED AT _ 132_ ELEV. _ _ 87.4 _
DESIGN CALCULATIONS
NUMBER OF BEDROOMS 3
GARBAGE DISPOSAL UNIT
TOTAL ESTIMATED FLOW
( 110 GAL/13R./DAY X 3 BR.) _ GAL./DAY
REQUIRED SEPTIC TANK CAPACITY -3-6Q._ GAL.
ACTUAL SIZE OF SEPTIC TANK -IN-CL GAL,
SOIL CLASSIFICATION _I__
DESIGN PERCOLATION RATE MIN./IN.
EFFLUENT LOADING RATE OJ -4- GAL./DAY/S.F.
LEACHING AREA 474_33 SQ. FT.
(11X38)+(47X2X1O/12)
LEACHING CAPACITY (AREA X RATE) s30UN GAL./DAY
474.33 X 0.74
RESERVE LEACHING CAPACITY _KWK- GAL./DAY
NOTES:
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..
2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO
WITHIN 6" OF FINISHED GRADE.
3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF
WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN
10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE
USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS.
4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL
BE MORTARED IN PLACE.
5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH
DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO
OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
6. 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.
7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS
SITE CONDITIONS PRIOR . TO COMMENCING WORK ON SITE. ANY VARIATION
IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER
IMMEDIATELY.
8. PARCEL IS IN FLOOD ZONE X
9. LOT IS SHOWN ON ASSESSORS MAP AS PARCEL -------
10. EXISTING LEACH PIT IS TO BE PUMPED AND BACKFILLED.
ynmouth tied h Deprtmemt
AP V;z _E'
�'Date
APPROVED: BOARD OF HEALTH
DATE AGENT
7694-00 � dwg \ 7694 -SAS DWG 0 2016 T. M. H AYES, R.S.
GRAY Rp.
W1NS�Ow GO
Z
w o �CV�`
uj �Q
Lij
�F O Rp S'
��F
PROPOSED SEPTIC DESIGINT
FOR
S Ir REGAS
1ST Lf% G POFD DR LVOT 4.6
SOUTH Y LIM , MASS.
PU KHORN SERVICES
508- P. 0. BOX 483
564-8379 SOUTH DENNIS, M ASS. 02660
DATE MAY 20, 2016
II
SCALE 1 " - 20'
JOB NO, 7694-00 -
REV.
LOCATION MAP
RE v
SHEET 1 OF 1
7694-00 � dwg \ 7694 -SAS DWG 0 2016 T. M. H AYES, R.S.