HomeMy WebLinkAbout395 Weir Road - Septic Design 4MEMMM
TOP OF FOUNDATION
ELEV. _ 100.00�
(ASSUMED)
;�l
A
10 FT
i
20 FT. MINIMUM FROM CELLAR SOIL. TEST
001
INIMUM 10 FT. MINIMUM FROM SLAB OR CRAWL SPACE SOILETTEST DONE BY �'ti'EETS OF SOIL TEST R ENGINEERING
CLEAN SAND
CONCRETE WITNESSED BY A. VONHONE
COVERS INSPECTION PORT a
= 1a3a
OBSERVATION HOLE 1 ELEV.- =
4" SCHEDULE 40 PVC PIPE LOAM AND SEED OBSERVATION HOLE 2 ELEV.= 100.30
MIN. PITCH 1/8" PER FT, 2" LAYER OF PERCOLATION RATE < 2 MIN.ANCH AT 69 INCHES PERCOLATION RATE :9 2 MIN./INCH IN C1,& C2 HORIZON.
DEPTH
HORIZ TEXTURE
COLOR
1/8" TO 1/2-
OTHER
0 4' CAST IRON PIPE
X
10YR2/1
X MAX WAS' ED TONE.
VENT
(OR EQUAL) MINIMUM
81 LOAMY SAND
10YR5/8
20%
NOT REQUIRED
PITCH 1/4" PER FT.
82 LOAMY SAND
7.5YR5/8
z
1 CU. FT. OF
46-120
Cl COURSE SAND
2.5Y7/3
m
CONCRETE
C2
FLOW LINE
2.5Y6/2
xo
ANCHOR
ELEV. - 9700—
U 10"
MiN.
LOCATION MAP
SHEET 1 OF -1
ELEV.
98-45 _ 20'
LEVEL
= s 10� °
ELEV. _ _$QIQ_
GAS ELEV. =
6 " SUMP
X ELEV: _ _
o _ °
- - -� ELEV.
_ X
BAFFLE
DISTRIBUTION
1QUID OUTLET
ELEV. _
V
4 HIGH CAPACITY INFILTRATORS WITH
�EPTH TEE
FI
(TO BE PLACED ON FIRM BASE)
BOX — x
STONE IN AN Z
FEET 14 INCHES
TO BE WATER TESTED
cr if
DEPTH
HORIZ TEXTURE
COLOR
A
DEPTH
HORIZ TEXTURE
COLOR
MOTT.
OTHER
0-14
A LOAMY SAND
10YR2/1
NO
ROOTS
14-32
81 LOAMY SAND
10YR5/8
20%
COBBLES
32-46
82 LOAMY SAND
7.5YR5/8
207.
COBBLES
46-120
Cl COURSE SAND
2.5Y7/3
JOB N0, 5,13---00
54-120
DEPTH
HORIZ
TEXTURE
COLOR
MOTT.
OTHER
0-12
AI
LOAMY SAND
IOYR2/2
NO
ROOTS
12-25
81
LOAMY SAND
10YR5/8
ROOTS
25-54
Cl
MEDIUM SAND
10Y R6/6
JOB N0, 5,13---00
54-120
C2
MEDIUM SAND
2.5Y6/2
t,.
1500 GALLON IF MORE THAN ONE OUTLET it x o6- x tv IKLNt,'H tUHMAIION I . -- I -
> NO WATER ENCOUNTERED AT 170_ ELEV. = 91 NO WATER ENCOUNTERED AT 120 ELEV. _ _90,30
J SEPTIC TANK
(TO BE PLACED ON FIRM BASE)-SOILLCABSORPTION ZONE
N/A
3/4" TO 1 1 /2" CLEAN SYSTEM J�li� /SAS INDEX
DOUBLE WASHED STONE \ ADJUST
FREE OF FINES & SILT LEGEND: DESIGN CALCULATIONS
SEWAGE DISPOSAL SYSTEM PROFILE OBSERVED
PROBABLE WATER TABLE ELEV: = - EXISTING SPOT ELEVATION 00„0 NUMBER OF BEDROOMS 3 _
NOT TO SCALE OBSERVED WATER TABLE ( / / ) ELEV. +_ EXISTING CONTOUR ----00---- GARBAGE DISPOSAL UNIT
BOTTOM OF TEST HOLE ELEV. _ x FINAL SPOT ELEVATION TOTAL ESTIMATED FLOW
FINAL CONTOUR-- Q ( 110 GAL/BR./DAY X _.i_ BR.) __MQ_ GAL/DAY
SOIL TEST LOCATION REQUIRED SEPTIC TANK CAPACITY -J-5Q— GAL
UTILITY POLE ACTUAL SIZE OF SEPTIC TANK 1500 GAL
TOWN WATER —W—W SOIL CLASSIFICATION =j—
CATCH BASIN fig\ DESIGN PERCOLATION RATE ��— MIN./IN.
GAS UNE EFFLUENT LOADING RATE GAL/DAY/S.F.
CLEAN OUT CS LEACHING AREA 3 SQ. FT,
CESSPOOL C.P. O (11X36}4(47X2X10/12)
LEACHING CAPACITY (AREA X RATE) 1"=12 GAL/DAY
474.33 X 0.74
+_-- -- RESERVE LEACHINGCAPACITY
*IMQQ GAL./DAY
.-.- - _ -- --- NOTES:
----" -�� 1. ALL WORKMANSHIPAND MATERIALS SHALL CONFORM TO D.E.P.
-- --- ercvuvTW8Mr / _ _ _ TITLE 5 AND THE TOWN OF __,Y>MOUTH RULES AND
{nttsra).ROAD` REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE.
YVL _ 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO
AVEMENT__ -- 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
STONf WALL 10 "FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE
80.95' USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS.
L- 5. �� tOL = 4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL
AREA=76,1941 SF. - BE MORTARED IN PLACE. -
/. _ - 5. NO DETERMINA11ON HAS BEEN MADE AS TO COMPLIANCE WITH' -
pRDID �? DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO
` L OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
00' 6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR
11.
.� DRIVE \ p I pr 11 T1� IS TO CALL "DIG -SAFE' AT 1-888-344-7233 AT LEAST 72 HOURS
YF`. '[E AO! P 1 I PRIOR TO COMMENCING WORK ON SITE.
HOLE 1 T01�h,f�.I I, (K 7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS �V
_ SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION
IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER
26.00 IMMEDIATELY.
3 r ° 2112 MI 27 AM I',0 23 B. PARCEL IS IN FLOOD ZONE C
9. LOT IS SHOWN ON ASSESSORS MAP 126 PARCEL 38
- . _ AS
20.96' _.. I -' HDL£ 2 o -
_6X34 FORC GRAVEL WAY °J `
0
'All PROPOSED x
3 BEDROOM
DWELLING tytH OF44�Yn
.. R
` - 1500 GALLON APPROVED: BOARD OF HEALTH
TANK
SEP AC
DATE AGENT
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SWEETSER ENGINEER NG
PROPOSED SEPTIC DESIGN '
FOR -
TOM GRET
PROJECT LOCATION A
LOT
VEER ROAD, YARMOUTH
aSVEMM?
235 GREAT WESTERN ROAD
508— P. 0. BOX 713
398-3922 SOUTH DENNIS, MASS. 02660
DATE JUNE 3, 2002
scALE 1 » = 20'
JOB N0, 5,13---00
REVISED
LOCATION MAP
7sED
SHEET 1 OF -1
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02002
SWEETSER ENGINEER NG