HomeMy WebLinkAbout162 Summer Street Proposed Septic Design 2DESIGN CALCULATIONS
NUMBER OF BEDROOMS
GARBAGE DISPOSAL UNIT
3
J:L
1A]']ndJ�L ss -
1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
TITLE 5 AND THE TOWNS RULES AND REGULATIONS FOR
THE SUBSURFACE DISPOSAL OF SEWAGE.
TOP OF FOUNDATION
ELEV. - 111.00
I
I
10 FT. MINIMUM
t
TOTAL ESTIMATED FLOW
110 GA[_^R_/bAV X m_ 6R_) GAL./DAY 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO
REQUIRED SEPTIC TANK CAPACITY
_L4fl5 GAL.
WITHIN 6' OF FINISHED GRADE.
°°°
I
1 t�
i;
ACTUAL SIZE OF SEPTIC TANK
1500 GAL
3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF
ji
104.4
SOIL CLASSIFICATION
_ I
WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN
ELEV.
LEVOEL
-_� 16" SUMP ELEV. 96.0
DESIGN PERCOLATION RATE
5_5_ MIN./IN.
10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE
ELEV.
Q5.87
_ --
EFFLUENT LOADING RATE
-D.74_ GAL./DAY/S.F.
USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS.
900
4' CAST IRON PIPE
LEACHING AREA
x•33 SO. FT,
4. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE SHALL
(OR EQUAL) MINIMUM
(11X36)t(47X2X10/12)
BE MORTARED 1N PLACE.
SLAB ELEV. - 103.50 _
PITCH 1/4' PER FT.
LEACHING CAPACITY (AREA X RATE)
301.00 GAL./DAY
5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH
ELEV. -
474.33 X 0.74
DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO
RESERVE LEACHING CAPACITY
:3§M GAL./DAY
OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
OUTLET
TO' vll U._ERK
20 FT. MINIMUM FROM CELLAR -
FT. MINIMUM FROM SLAB OR CRAWL SPACE CLEAN SAND 21113 I'IAY -I MI 9. 52y
CONCRETE INSPECTION PORT
;COVERS
4' SCHEDULE 40 PVC PIPE LOAM ZN(.j L '�I I'�CY�1
MIN. PITCH 1/8' PER FT. ((�� I_ `J
1/8" TO 1/2"
0020 WAX. WASHED STONEPNONTREQUIRED
647.05 WN.
TEE
c+
1C0.7•�
I
l� t
i
TEXTURE
i
I ,
j 1
1
I
I
/
t
•:
I
j �G=
' t
°°°
I
1 t�
i;
I
I
1 1 t1
10YR6/6
ji
104.4
t '
ELEV. - �8.2�
GAS
ELEV.
LEVOEL
-_� 16" SUMP ELEV. 96.0
COBBLES
TO' vll U._ERK
20 FT. MINIMUM FROM CELLAR -
FT. MINIMUM FROM SLAB OR CRAWL SPACE CLEAN SAND 21113 I'IAY -I MI 9. 52y
CONCRETE INSPECTION PORT
;COVERS
4' SCHEDULE 40 PVC PIPE LOAM ZN(.j L '�I I'�CY�1
MIN. PITCH 1/8' PER FT. ((�� I_ `J
1/8" TO 1/2"
0020 WAX. WASHED STONEPNONTREQUIRED
647.05 WN.
TEE
c+
NO WATER ENCOUNTERED AT _J55_ ELEV. 90Z
SOIL TEST
DATE OF SOIL TEST J15100
SOIL TEST DONE BY R. W'ILCOX _
WITNESSED BY _6111 yQNE
OSSMVATION HOLE 3 ELEV.=__99.7
PERCOLATION RATE _< 2 MIN./INCH AT _ 60 INCHES
DEPTH
6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR
IS TO CALL "DIG -SAFE" AT 1-888-344-7233 AT LEAST 72 HOURS
TEXTURE
COLOR
ELEV - ]42Q0_
/
"MIN.
J
(V/
I
ELEV - 9900 J'`� pI
NO
°°°
I It 14
°10'
°
10YR6/6
PRIOR TO COMMENCING WORK ON SITE.
ROOTS
39-58
ELEV. - �8.2�
GAS
ELEV.
LEVOEL
-_� 16" SUMP ELEV. 96.0
COBBLES
58-1201
C2
ELEV.
Q5.87
_ --
SCALE 1"20' 1
7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS
REV. 2000
24,
JOBN0. 4391-00JUL
BAFFLE
DISTRIBUTION
SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION
MAP
REv. FEB.10, 2003.
SHEET 1 OF 1
ELEV. -
IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER
LIQUID
OUTLET
.. , . ..:a
BOX -Q6.70
4 HIGH CAPACITY INFILTRATORS WITH
IN AN
STONE N AN
IMMEDIATELY.
FEET
19
(TO BE PLACED ON FIRM BASE)
TO WATER TESTED*
11 X 36X 10' TRENCH FORMATION
3
57
10?J
_ �•�
_ R -- L.4
-_-_ ^6�
5
INCHES
1500 GALLON
IF MORETHANONE OUTLET
"
T
6 FEET
7 FEET
24 INCHES
29 INCHES
(TO BE PLACED ON FIRM BASE)
SOIL ABSORPTION
WELL N/A
-,G: -
- ;• '.04.1 - --� _ _�
8 FEET
34 INCHES
SEPTIC TANK
:3/4' 1 1/2' CLEAN
c S
SYSTEM (SAS)
ZONE
INDEX
DOUG E WASHED
ADJUST
/
•%��
FREE OF & SILT
/
10E 1 i
'..g
�. ^,1 j 0
SE1"lAGE DISPOSAL
SYSTEM PROFILE
USGS PROBABLE WATER TABLE ELEV. _
/
OBSERVED WATER TABLE ( / / ) ELEV. -
NOT TO
SCALE
BOTTOM OF TEST HOLE ELEV. -.
\\ST
/
�'
`
DATE OF SOSOEL TESTIL ----
—
SOIL TEST DONE BY EDWARD_KELLEY
_
WITNESSED BY _AY_Y_YQhIJ QNE
5s'
09SERVATION HOLE
ELEV.- 103.7
09SERVATION HOLE 2 ELEV.=-_ 101_3
PERCOLATION RATE
MIN./INCH IN C2 HORIZON.
PERCOLATION RATE __< _2 MIN./INCH IN C2
HORIZON.
--<--Z-
COLOR
MOTT.
OTHER
DEPTH
HORIZ
TEXTURE
COLOR
MOTT.
I OTHER
DEPTH
HORR
TEXTURE
I
0-36
A/B
WOODLOAM
0-48
A/B
LOAMY SAND
• 14.7 / I
. 1113
I
36-156
C
MEDIUM SAND
STONES
48-120
Cl
MEDIUM SAND
SOME FINES
/
120-180
C2
MEDIUM SAND
106
x _
i Po
NO WATER ENCOUNTERED AT _J55_ ELEV. 90Z
SOIL TEST
DATE OF SOIL TEST J15100
SOIL TEST DONE BY R. W'ILCOX _
WITNESSED BY _6111 yQNE
OSSMVATION HOLE 3 ELEV.=__99.7
PERCOLATION RATE _< 2 MIN./INCH AT _ 60 INCHES
DEPTH
HORIZ I
TEXTURE
COLOR
MOTT. I
OTHER
0-3
A
LOAMY SAND
10YR5/1
NO
ROOTS
3-39
8
LOAMY SAND
10YR6/6
ROOTS
39-58
Cl
LOAMY SAND
10YR7/6
S>oWMEI2 MTGDVFYJ II�G
235 GREAT WESTERN ROAD
508— P. 0. BOX 713
398-3922 SOUTH MASS. 02660
COBBLES
58-1201
C2
LOAMY SAND
10Y7/1
SCALE 1"20' 1
5% STONES
REV. 2000
24,
JOBN0. 4391-00JUL
NO WATER ENCOUNTERED AT __1201 ELEV. AC Z
LEGEND:
EXISTING SPOT ELEVATION x0.0
EXISTING CONTOUR ----00---
FINAL SPOT ELEVATION FO -0-701
FINAL CONTOUR ,
SOIL TEST LOCATION
UTILITY POLE `ZDV
TOWN WATER —w—
CATCH BASIN ;Oj
GAS LINEC G'
CESSPOOL
CLEANOUT
NO WATER ENCOUNTERED AT 180•' ELEV.
B. PARCEL IS IN FLOOD ZONE_cam
9. LOT IS SHOWN ON ASSESSORS MAP 104 AS PARCEL 7
10. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND FOR
A MINIMUM OF 5' AROUND SOIL ABSORPTION SYSTEM AND BE REPLACED
WITH SAND AS SPECIFIED IN 310 CMR 15.255:(3).
OF LL4
T.A•DUOSn
No
( Big
S{ , yV,
APPROVED: BOARD OF HEALTH
DATE
AGENT
Lu
TRPRISE
PROPOSED SEPTIC DESIGN
FOR
DUBLIN CONSTRUCTION
PROJECT LOCATION
LOT 5
162 SUMER ST., YARMOUTHPORT
S>oWMEI2 MTGDVFYJ II�G
235 GREAT WESTERN ROAD
508— P. 0. BOX 713
398-3922 SOUTH MASS. 02660
DATE APR 8, 1999
SCALE 1"20' 1
REV. 2000
24,
JOBN0. 4391-00JUL
LOCATION
MAP
REv. FEB.10, 2003.
SHEET 1 OF 1