HomeMy WebLinkAboutEngineered Plan - Rev. 2006EaVCHUAHK.
TOP_ OF FOUNDATION.
ELEV. 100.00_ 10 FT. MINIMUM
(ASSUMED)
2,00 4 CAST IRON PIPE
(OR EQUAL) MINIMUM
PITCH 1/4" PER FT.
ELEV, - 98.00 _
ELEV. _ _27,25
LIQUID OUTLET
DEPTH TEE
4 FEET
14 INCHES
5 FEET
19 INCHES
6 FEET
24 INCHES
7 FEET
29 INCHES
8 FEET
34 INCHES
LEGEND:
11
EXISTING SPOT ELEVATION
00X0
EXISTING CONTOUR----00----
COLOR
FINAL SPOT ELEVATION
00.0
FINAL CONTOUR
00
SOIL TEST LOCATION
10YR6/1
UTILITY POLE -0-
ROOTS
TOWN WATER=W
W
CATCH BASIN �® j
10YR6/6
GAS LINE -OG `
ROOTS
CESSPOOL C.P.
C1
CLEANOUT
0.
20 FT. MINIMUM FROM CELLAR.
10 FT. MINIMUM'FROM SLAB OR CRAWL SPACE
CLEAN SAND
CONCRETE AL.SPECTION PORT]
COVERS 4" SCHEDULE 40 PVC PIPE D SEED
MIN. PITCH 1/8" PER FT. ° LAYER OF
, - TO 1/2" 00.10 MAX.�+SHED STONE VENT
m 6" MAX. 7.85 MIN. NOT REQUIRED
FLOW LINE
_TMION.
ELEV. _ _97•� LEVEL
GAS ELEV. = 96.92 6" SUMP ELEV. _ _98.75_
BAFFLE DISTRIBUTION
ELEV. _
(TO BE PLACED ON FIRM BASE) BOX
TO BE WATER TESTED
1500 GALLON IF MORE THAN ONE OUTLET
SEPTIC TANK (TO BE PLACED ON FIRM BASE)
3/4" TO 1 1/2" CLEAN -�
DOUBLE WASHED STONE
FREE OF FINES & SILT
SEWAGE DISPOSAL SYSTEM PROFILE
NOT TO SCALE
■ 98.2
0 0
:'o 0 1*1 ELEV. = 95.77
/ 12 HIGH CAPAC/TY lNF/L TRA TORS WITH STONE _z
IN A 24 X 25',V 10"FIELD FORMATION :2•07
SOIL ABSORPTION LO
WELL MIW 29
ZONE A
SYSTEM (SAS) I INDEX 8.2 10/05)
ADJUST 1.7
USGS PROBABLE WATER TABLE ELEV. = -=7-Q-
OBSERVED WATER TABLE (11/16/05) ELEV. =
BOTTOM OF TEST (HOLE ELEV. = 87.0.0_
f
i
SOIL
TEST
1500 GALLON
SEPTIC TANK
: 98.9. X59.
<11 \
GR
�0 6�
P
99.
G 4
��V� 9.4 sy�
�G 0�5 99� <<Q
�o \
0.00����
I
98.9
99.3 G P 98.9
• 9.3 L 0 T
5,979 f S.F. AQP
99.0 GRP y0'
•9
VV\ J
X,
OF kAT
ti
T A.
DUMASN
NO#
ASTER
� S�INITAR��`N
EVIL ; J C11
DATE OF SOIL TEST Uff-M j .2-0 5 J.
$OIL TEST DONE 13Y SWEETSER'ENrINEERING
WITNESSED BY _A VO 1iQ9
OBSOVAIION H= 1 ELEV, =.,._99.00
PERCOLATION RATE 4 2- MIN./INCH AT 51 INCHES
DEPTH
HORIZ
TEXTURE
COLOR
MOTT.
OTHER
0-4
A/E
MEDIUM SAND
10YR6/1
NO
ROOTS
4-20
B
LOAMY SAND
10YR6/6
ROOTS
20-36
C1
MEDIUM SAND
2.5Y7/4
36-144
C2
FINE SAND
2.5Y7/1
l�
WATER ENCOUNTERED AT 120"_ ELEV. _ __82. 012
DESIGN CALCULATIONS
NUMBER OF BEDROOMS4
GARBAGE DISPOSAL UNIT
TOTAL ESTIMATED FLOW
( 110 GAL/BR./DAY X 4 BR.) _444_ GAL./DAY
REQUIRED SEPTIC TANK CAPACITY _B$4_ GAL.
ACTUAL SIZE OF SEPTIC TANK 1500 GAL.
SOIL CLASSIFICATION __I__
DESIGN PERCOLATION RATE Ste`__ MIN./IN.
EFFLUENT LOADING RATE Dj_f GAL./DAY/S.F.
LEACHING AREA 6.00 SQ. FT.
24 X 25
LEACHING CAPACITY (AREA X RATE) 444.00 GAL./DAY
600.00 X 0.74
RESERVE LEACHING CAPACITY NQNE 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 MASONRY UNITS USED TO BRING COVERS TO GRADE SHALL
BE MORTARED IN PLACE.
5. NO DETERMINATION PAS 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 22 AS PARCEL 339
Yarmouth Health Department
APPROVED
62 pie ID2te
APPROVED: BOARD OF HEALTH
DATE
AGENT
C.•\S8\PROJ,6291-00�dwg\6291-sos1.DWG 02005 SWEETSER ENGINEERING
PINE STREET Ofr,Wallk
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IN ST
FRANKLa
SUMMER ST.
a can WATER ST.
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BROADWAY
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LO
PROPOSED SEPTIC DESIGN
FOR
SCOTT FEEN
Loc* LOT 159 139 LET11S ROAD
TEST YARMOUTH, MASS
S ' 1SER E.hULNEEMG
235 GREAT WESTERN ROAD
0. BOX 713
39808922 SOUTH DENNIS, MASS. 02660
DATEN OV. 16, 2005
ALE 1 " = 20'
PC
REV. MAY 4, 20067(roe
No. 6291-00 11
LOCATION MAP
REV.
SHEET 1 OF 1
C.•\S8\PROJ,6291-00�dwg\6291-sos1.DWG 02005 SWEETSER ENGINEERING