HomeMy WebLinkAboutEngineered Plan - 20014
6
7
8
BAFFLE ° °
DISTRIBUTION o ° ° o ° ° 14 ° -87.20 CESSPOOL C.P. t�
ELEV. _ ° ° ° ° ' ° o ° o 0 0 o ELEV. =
( BOX _.$x,.24
(EXISTING) _
R STE rl 00
DEPTH
HORIZ
TEXTURE
COLOR
MOTT,
OTHER
0-4
SOIL TEST'
TOP OP FOUNDA'fON:
20 F.T. MINIMUM FROM CELLAR
NO
DATE OF SOIL TEST J_UNE_fi_,, 2t?Qj__
ELEV. _ 100_00^ 10 FT. MINIMUM
10 FT. MINIMUM FROM SLAB OR CRAWL SPACE
_
CLEAN SAND
SOIL TEST DONE BY SWEET E1YSJEt31�1G
(ASSUMED)
CONCRETE
42-58
WITNESSED BY A. V N H ±IL
_
SPOT ELEVATION 00X0
COVERS
4" SCHEDULE 40 PVC PIPE
MIN. PITCH 1/8" PER FT.
LOAM AND SEED
2" LAYER A F
OBSERVATION .HOLE' 'i ELEV.= 92.20 .
PERCOLATION RATE < 2 MIN./INCH AT. 100 INCHES
4
6
7
8
BAFFLE ° °
DISTRIBUTION o ° ° o ° ° 14 ° -87.20 CESSPOOL C.P. t�
ELEV. _ ° ° ° ° ' ° o ° o 0 0 o ELEV. =
( BOX _.$x,.24
(EXISTING) _
R STE rl 00
DEPTH
HORIZ
TEXTURE
COLOR
MOTT,
OTHER
0-4
1/8" To 1/2-
-
LEGEND:
NO
r5.546
4-42
B
MA
"
92:70 MAX.
WASHED STONE
42-58
Cl
SPOT ELEVATION 00X0
10YR5/3
SLAB
SYSTEM PROFILE
4" CAST IRON PIPE
C2
MEDIUM SAND
10YR5/8
A
POCKETS OF;
90,45 MIN.
TOTAL ESTIMATED FLOW
NOTREQUIREDEXISTING
EXISTING CONTOUR ----00=1
LOAMY SAND
( 110 GAL/SR./DAY X _.,3 SR.) i4_ GAL./DAY
(OR EQUAL) MINIMUM
PITCH 1/4" PER FT.
REQUIRED SEPTIC TANK CAPACITY _faQ_ GAL.
?
1 CU. FT. OFCONCR
FINAL SPOT ELEVATION 00.0 ~
TEE
FINAL CONTOUR 00
SOIL TEST LOCATION
ANCHOR
FLOW LINE
89.70
°'
UTILITY POLE -0-
ELEV. = 91.50
_T10"
-TMIN.
TOWN WATER -WSW '
ELEV. = 90.75 2.0"
_ LEVEL
o o
o
A --
o o
;
° r
° 10
o
ELEV.
= 88.37
CATCH BASIN
V
GAS LINE
c' 91.00
ELEV. _
ADD GAS
"
_ 89.60 6 SUMP ELEV. _ 89.43
ELEV. - ------
°
°
`� "v - - `' ` =
0 0 0 0 0 0° 10
°
0 0
CLEAN OUT C
4
6
7
8
BAFFLE ° °
DISTRIBUTION o ° ° o ° ° 14 ° -87.20 CESSPOOL C.P. t�
ELEV. _ ° ° ° ° ' ° o ° o 0 0 o ELEV. =
( BOX _.$x,.24
(EXISTING) _
R STE rl 00
DEPTH
HORIZ
TEXTURE
COLOR
MOTT,
OTHER
0-4
A
LOAMY SAND
10YR3/1
NO
4-42
B
LOAMY SAND
10YR5/6
DATE JUNE 8 2001
407. COBBLES,.
42-58
Cl
LOAMY SAND
10YR5/3
SEVIAGE DISPOSAL
SYSTEM PROFILE
58-120
C2
MEDIUM SAND
10YR5/8
SCALE
POCKETS OF;
LOCATION MAP
TOTAL ESTIMATED FLOW
SKEET 1 0F 1 1:
LOAMY SAND
A
1000 GALLON
TO BE WATE TE D
IF MORE THAN ONE OUTLET
4 HIGH CAPACITY INFILTRATORS WITH
STONE IN AN
PROPOSED SEPTIC DESIGN
FOR
MARTIN COLLINS
"
NO WATER ENCOUNTERED AT __12SL_ ELEV.
SEPTIC TANK
(TO BE PLACED ON FIRM BASE)
11' X 30' X 2' TRENCH FORMATION
PROJECT LOCATION
J.AJ 1
IDT
18 H, ANY OAS CIS•, YARMOUTH
WELL N/A
ZONE
3/4" TO 1 1/2" CLEAN
DOUBLE WASHED STONE
S I O P N
�5 Z
INDEX
ADJUST
DATE JUNE 8 2001
FREE OF FINES & SILT
FREE
5v `
--
' +� w �+
DESIGN CALCULATIONS
SEVIAGE DISPOSAL
SYSTEM PROFILE
USGS PROBABLE WATER TABLE ELEV. =
OBSERVED WATER TABLE ( / / ) ELEV. =
______
_
NUMBER OF BEDROOMS 2 DESIGN FOR 3 _
GARBAGE DISPOSAL UNIT ' `"' �' P>; NO
NOT TO
SCALE
BOTTOM OF TEST HOLE ELEV. _
LOCATION MAP
TOTAL ESTIMATED FLOW
SKEET 1 0F 1 1:
_512-1-
( 110 GAL/SR./DAY X _.,3 SR.) i4_ GAL./DAY
REQUIRED SEPTIC TANK CAPACITY _faQ_ GAL.
ACTUAL SIZE OF SEPTIC TANK (E)GSTING) 1000 GAL.
SOIL CLASSIFICATION
DESIGN PERCOLATION RATE<__¢__ MIN./IN.
EFFLUENT LOADING RATE _Q.79_ GAL./DAY/S.F.
LEACHING AREA 494_00 SQ. FT.
78.4 (11 X30)+(41X=)
- ' LEACHING CAPACITY (AREA X RATE) �;�'M GAL./DAY
- . 0 `-y`"F 494.00 X 0.74
Vo RESERVE LEACHING CAPACITY -KOW, GAL./DAY
Ng
NOTES:
- 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
X 87.2 ``'' TITLE 5 AND THE TOWN OF __Y8'MQvRL_ RULES AND
REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE.
88.2
2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO
78.0 $p -'"" �..' ��'
WITHIN 6" OF FINISHED GRADE.
x-7$.3 x $1.1 135 ' 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 `
X 80.x- BE MORTARED IN PLACE.
X 61.1 /< f .. ___ _ _ 5: NO 'OE Ri:;1NATiO I` 1r AS oCt" WADE AS 'T`0 C0frAf=iiAN0r_ ir:1TH
_
77 _ DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS .TO
OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
g �% ✓ X 92.6 6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR
X'87.3 �,� IS TO CALL "DIG -SAFE" AT 1-888-344-7233 AT LEAST 72 HOURS
�X 83.2 PRIOR TO COMMENCING WORK ON SITE.
LIMIT OF 7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS
X,'$3.1 gyp, 5' OVEROIG C (C C`� v �L0 SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION
$3.$ IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER
-- x ,V JUL O 6 2�0� IMMEDIATELY.
8. PARCEL IS IN FLOOD ZONE - C
/ x 87.8 9. LOT IS SHOWN ON ASSESSORS MAP _117- AS PARCEL _40
;x 92.2 D. BOX HEALTH DEPT. 10. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND
o FOR A MINIMUM OF 5' AROUND SOIL ABSORPTION SYSTEM AND BE
REPLACED WITH SAND AS SPECIFIED IN 310 CMR 15.255:(3).
SOIL 11. EXISTING PIT IS TO BE PUMPED AND BACKFILLED.
X 82. 93.9 TESL` . ,F,R t1
amu, I ' .�irr✓,c
93.4 j:;. x ,-/5�,A
85.7 92.4 .21000 GALLON N ,� ` .1{, z �- A 4
x. X U Ck'ftA s^ fi
93.a - ,94. SEPTIC TANK •
4.2� APPROVED. BOARD OF HEALTH
94.8 � - _ � �>�
- - 97.7 />y 93.7 / ' x A
9 l,00` / DATE AGENT
/ x 9`: 95.4
x 92.5
x 95.3
X 98.61"\x
/ X98.0
x 8.6 �.
o0
x 99
x 101.0
15.0
C: \S8\PROJ\JOB#5139-00\DWG\5139-00.DWG 0 2001 SWEETSER -ENGINEERING
r.ocvs
IA
WEIR
�L
c��9T
s�
PROPOSED SEPTIC DESIGN
FOR
MARTIN COLLINS
PROJECT LOCATION
J.AJ 1
IDT
18 H, ANY OAS CIS•, YARMOUTH
235 GREAT WESTERN ROAD
P. 0. BOX 713
3983922 SOUTH DENNIS, MASS., 0266D
DATE JUNE 8 2001
SCALE 1' _ 20'.
JOB NO. 5139-00
REVISED
LOCATION MAP
REVISED
SKEET 1 0F 1 1:
C: \S8\PROJ\JOB#5139-00\DWG\5139-00.DWG 0 2001 SWEETSER -ENGINEERING