HomeMy WebLinkAbout83-1568 - Septic Design002SAND
LOAM AND SEED f
2" LAYER OF
1/8" TO 1/2 -
AS ED
/2"ASHED STONE
111.08 MIN. REQUIRED
1 CU. FT. OF
CONCRETE
a ANCHOR
yy e e
_ MIN. LEV. 11015 LEVOEL e o elle a 109.00
e ELEV.
--
1 �
TOP OF FOUNDATION
o
20 FT. MINIMUM FROM • CELLAR
OTHER
y
0/A
ELEV, 114.00
10 FT. MINIMUM
10 FT. MINIMUM FROM SLAB OR CRAWL SPACE
CLEAN
a
UTILITY POE -0-
22-44
2240 HOCI MANHOLE
BAFFLE
12-36
DISTRIBUTION
LOAMY SAND
10YR5/8
CONCRETE C VER
ROOTS
36-120
Cl
MEDIUM SAND
10YR6/6
COVERS
"I
828.33 X0.74
'
ELEV.
BOX
4" SCHEDULE 40 PVC PIPE
4
f
• .
OUTLET
'
TITLE 5 AND THE TOWN OF _ YA}2 Qyni RULES AND
MIN. PITCH 1/8" PER FT.
t
TO BE WATER TESTED
OUTLET
WITHIN 6" OF FINISHED GRADE.
11' X 48' X 10' TRENCH FORMATION
z
4 FEET
14 INCHES
1333 MAX
4. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE SHALL
5 FEET
3,00
_
5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH
C CAST IRON PIPE
MORE THAN ONE
OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
=
IS TO CALL "DIG -SAFE' AT 1-888-344-7233 AT LEAST 72 HOURS
6 FEET
7 FEET
24 INCHES
29 INCHES
SEPTIC TANK
(OR EQUAL) MINIMUM
SOIL ABSORPTION
IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER
8 FEET
34 INCHES
8. PARCEL IS IN FLOOD ZONE C
3/4" TO 1 1/2" CEAN
SYSTEM (SAS)
10. ALL DISTURBED AREAS ARE TO BE STABII<IZED AND REVEGETATED. t
PITCH 1/4" PER FT.
11. SILT'FENCE WORKLIMIT IS TO -'BE INSTALLED •BEFORE- ANY WORK STARTS.:
`.
DOUBLE WASHED STONE
FREE OF FINES do SILT
FLOW LINE
110.33
i
ELEV - 111.00
to"
SAND
LOAM AND SEED f
2" LAYER OF
1/8" TO 1/2 -
AS ED
/2"ASHED STONE
111.08 MIN. REQUIRED
1 CU. FT. OF
CONCRETE
a ANCHOR
yy e e
_ MIN. LEV. 11015 LEVOEL e o elle a 109.00
e ELEV.
--
WELL NIA
ZONE
INDEX
ADJUST
g SEWAGE DISPOSAL SYSTEM PROFILE OBSERVEUSCS D WATER TAAB EPROBABLE WATER / B� ELEV. e /
NOT TO SCALE BOTTOM OF TEST HOE ELEV. - 104.00_
ROUTE 6,4
1
t
� I i
X 116.v
1
v�
4.
SOIL- I
x '<: TEST 2
i
I x /3
r 1
i
x 111. \
J \
f0✓ 1
107.7
X 111.3
x107.5
\
II
1 �
IiI
1
o
ELEV. 3]44
OTHER
GASELEV.
0/A
110.22 6 SUMP ELEV.
10YR3/2
NO
ROOTS
a
UTILITY POE -0-
22-44
TOWN WATER -W-
BAFFLE
12-36
DISTRIBUTION
LOAMY SAND
10YR5/8
CLEAN OUT C�
ROOTS
36-120
Cl
MEDIUM SAND
10YR6/6
LEACHING CAPACITY (AREA X RATE) -A&3,M GAL./DAY
"I
828.33 X0.74
'
ELEV.
BOX
0 HIGH CAPACITY INFILTRATORS WITH
STONE IN AN
4
f
LIQUID
OUTLET
'
TITLE 5 AND THE TOWN OF _ YA}2 Qyni RULES AND
REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE.
(TO BE PLACED ON FIRM BASE)'
TO BE WATER TESTED
OUTLET
WITHIN 6" OF FINISHED GRADE.
11' X 48' X 10' TRENCH FORMATION
z
4 FEET
14 INCHES
4
4. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE SHALL
5 FEET
19 NCHESIF
_
5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH
1500 GALLON
MORE THAN ONE
OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
=
IS TO CALL "DIG -SAFE' AT 1-888-344-7233 AT LEAST 72 HOURS
6 FEET
7 FEET
24 INCHES
29 INCHES
SEPTIC TANK
(TO BE PLACED ON FIRM BASE)
SOIL ABSORPTION
IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER
8 FEET
34 INCHES
8. PARCEL IS IN FLOOD ZONE C
3/4" TO 1 1/2" CEAN
SYSTEM (SAS)
10. ALL DISTURBED AREAS ARE TO BE STABII<IZED AND REVEGETATED. t
�'
11. SILT'FENCE WORKLIMIT IS TO -'BE INSTALLED •BEFORE- ANY WORK STARTS.:
`.
DOUBLE WASHED STONE
FREE OF FINES do SILT
WELL NIA
ZONE
INDEX
ADJUST
g SEWAGE DISPOSAL SYSTEM PROFILE OBSERVEUSCS D WATER TAAB EPROBABLE WATER / B� ELEV. e /
NOT TO SCALE BOTTOM OF TEST HOE ELEV. - 104.00_
ROUTE 6,4
1
t
� I i
X 116.v
1
v�
4.
SOIL- I
x '<: TEST 2
i
I x /3
r 1
i
x 111. \
J \
f0✓ 1
107.7
X 111.3
x107.5
\
II
1 �
IiI
1
o
v
x 123.9
SOIL TEST
DATE OF SOIL TEST AUG. -16.4.9-0-1---
SOIL
6.4.001__SOIL TEST DONE BY 2WfEl20 ENGIN RING
WITNESSED BY A. VON HONE
OBSERVATION HOLE 1 ELEV.- 114.50 OBSERVATION HOLE 2 ELEV.- 114.00
PERCOLATION RATE < 2 MIN./INCH AT 70 INCHES PERCOLATION RATE < 2__ MIN./INCH IN C HORIZONS
DEPTH
HORIZ
TEXTURE
COLOR
MOTT.
OTHER
0-12
0/A
LOAMY SAND
10YR3/2
NO
ROOTS
SOIL TEST LOCATION
UTILITY POE -0-
22-44
TOWN WATER -W-
/SAND
N10YR6/6
/PID
12-36
8
LOAMY SAND
10YR5/8
CLEAN OUT C�
ROOTS
36-120
Cl
MEDIUM SAND
10YR6/6
LEACHING CAPACITY (AREA X RATE) -A&3,M GAL./DAY
"I
NO WATER ENCOUNTERED AT 190• ELEV. ®_1450
HORIZ
LEGEND:
MOTT.
EXISTING SPOT ELEVATION
00.0
EXISTING CONTOUR----00----
LOAMY SAND 10YR3/1
FINAL SPOT ELEVATION
ROOTS
"FINAL CONTOUR
B
SOIL TEST LOCATION
UTILITY POE -0-
22-44
TOWN WATER -W-
/SAND
N10YR6/6
/PID
CATCH BASIN W
1" 20'
GAS LINE
REV, OCT. 1, 2001
CLEAN OUT C�
,•'
CESSPOOL C.P.0
44-120
h
0
DEPTH
HORIZ
I TEXTURE COLOR
MOTT.
OTHER
0-5
A
LOAMY SAND 10YR3/1
NO
ROOTS
5-22
B
LOAMY 10YR5/8
ROOTS
22-44
Cl
/SAND
N10YR6/6
/PID
SOIL CLASSIFICATION -
_1
1" 20'
DESIGN PERCOLATION RATE " MIN./IN.
REV, OCT. 1, 2001
EIU
FIS
,•'
LEACHING AREA .¢26_33 SO. FT.
44-120
C2
MEDIUM SAND 2.5Y6/4
LEACHING CAPACITY (AREA X RATE) -A&3,M GAL./DAY
"I
NO WATER ENCOUNTERED -AT 120" ' ELEV.. 104.00
LOCUS
ROUTE 6A
�R
G,i� qp
O,y
sT�'FF�
DESIGN : CALCULATIONS
NUMBER OF BEDROOMS 4
GARBAGE DISPOSAL UNIT'
PROJECTLOCALOT
OT n
ROUTE BA Y.AJRMOL S
TOTAL ESTIMATED FLOW
( 110 GAL/BR./DAY X 4 B4.) 449_ GAL./DAY
REQUIRED SEPTIC TANK CAPACITY ...E99- GAL.
•
ACTUAL SIZE OF SEPTIC TANK 1500 GAL.
DATESEPT. 12, 2001sCALE
SOIL CLASSIFICATION -
_1
1" 20'
DESIGN PERCOLATION RATE " MIN./IN.
REV, OCT. 1, 2001
EFFLUENT LOADING RATE -.01-4_ GAL./DAY/S.F.
,•'
LEACHING AREA .¢26_33 SO. FT.
(11X48}F(59X2X1D/12)
LOCATION MAP
LEACHING CAPACITY (AREA X RATE) -A&3,M GAL./DAY
"I
828.33 X0.74
'
RESERVE LEACHING CAPACITY AlM GAL/DAY
4
f
NOTES:
1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
TITLE 5 AND THE TOWN OF _ YA}2 Qyni 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-20 LOADING.
4. ANY MASONRY 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 C
9. LOT IS SHOWN ON ASSESSORS MAP 124 AS PARCEL 70
10. ALL DISTURBED AREAS ARE TO BE STABII<IZED AND REVEGETATED. t
�'
11. SILT'FENCE WORKLIMIT IS TO -'BE INSTALLED •BEFORE- ANY WORK STARTS.:
`.
i
I
C:\S8\PROJ\5205-00\DWG\5205-OO.DWG C2001 SWEETSER ENGINEERING ,
LOCUS
ROUTE 6A
�R
G,i� qp
O,y
sT�'FF�
PROPOSED SEPTIC DESIGN
FOR
DONALD BONNER
PROJECTLOCALOT
OT n
ROUTE BA Y.AJRMOL S
SUMER ENGDVEMWG
235 GREAT WESTERN ROAD ;
508- SOUTH DENN S,7MASS. 0
398-3922 .02660
•
DATESEPT. 12, 2001sCALE
1" 20'
REV, OCT. 1, 2001
Jos No. 5205700
(SHEET 1 OF 1
LOCATION MAP
REVISED
"I
C:\S8\PROJ\5205-00\DWG\5205-OO.DWG C2001 SWEETSER ENGINEERING ,
"I
'
4
f
�.
• t
C:\S8\PROJ\5205-00\DWG\5205-OO.DWG C2001 SWEETSER ENGINEERING ,