HomeMy WebLinkAbout271 Highbank Road Proposed Septic DesignTOP OF FOUNDATION 20 FT. MINIMUM FROM CELLAR SOIL TEST L
ELEV. c1pY f717 10 FT. MINIMUM 10 FT. MINIMUM FROM SLAB OR CRAWL SPACE DATE OF SOIL TEST _AU 14. 1997
CLEAN SAND SOIL TEST DONE BY SWEETSER ENGINEERING
COVERCONCRS WITNESSED BY AMY VON HONE
LOAM AND SEED OBSERVATION HOLE 1 ELEv- OBSERVATION HOLE 2 ELEv.a /OJ 3
• 4' SCHEDULE 40 PVC PIPE /Q/.�
MW. PITCH 1/8' PER FT. 2' LAYER PERCOLATION RATE < 2 MIN./INCH A7 INCHES
1/8' TO 1/2' DEPTH HORIZ TEXTURE COLOR MOTT. OTHER IDEPTHHORIZTEXTURE COLOR MOTT. OTHERl4' C ST IRON PIPE WASHED STONE VENT /(OR OUAL1 MINIMUM NOT REQUIRED p�q LOAMY �� �r g! PIT 1/4 PER FT. SAND Y n 0/A LOAMY1 CU. FT. OF SAND
CONCRETE
�•FLOW LINE ANCHOR (0 /�
i� G -7 MIN. a • • f f B SANN� fl � J ".'��. 8 LOAMY
SAND
i
V. m J7' �?0 • • f tZ »1S
ELEV. r i GAS ELEV, e r 7� 6' SU P ELEY. m n • �z =.: - D• ELEV. m r} �,�
ate. VEL �„ (, - , 1, C SANDM YT f 7F C Mf DIUM /z',
c� a � .
_ • BAFFLE _t.___ .. _ fw0 SAND
DISTRIBUTIONELEV. 6r.=,
UOUiD
1 TRENCH FORMATI ii
4 FEET 14 I CHES (TO BE PLACED ON FIRM BASE} IF MORE THAN ONE OUTLET 1�' ( HCH CAPATONE ININFlLAIRNATORS N1
DEPTH TEF BOX
5 FEET 19 I CHES TO BE WATER TESTED y , y bN
6 FEET 24 I cHEs 1500 GALLON
(TO BE PLACED ON FIRM BASE) SOIL ABSORPTION t/ WELL N A NO WATER ENCOUNTERED AT /� ELEV. �� NO WATER ENCOUNTERED AT J' -p d ?.
y '
s F�EE�T sa i a`�+Es SEPTIC TANK �' ZONE
�• - 3/4- TO D 1 1/2' SYSTEM (SAS) INDEX
WASHED STONE ADJUST
LEGEND: DESIGN CALCULATIONS {�
SEWAGE DISPOSAL SYSTEM PROFILEUSGS PROBABLE WATER TABLE ELEV. - N A EXISTING SPOT ELEVATION 00,0 NUMBER OF BEDROOMS T'
NOT TO SCALE OBSERVED WATER TABLE ( / / ) ELEV. . N/A EXISTING CONTOUR ----00---- GARBAGE DISPOSE UNIT BOTTOM OF TEST HOLE ELEV. a v FINAL SPOT ELEVATION TOTE ESTIMATED FLOW �—
FINL CONTOUR ( 110 GAL/8R./DAY X BR.) JJ .GAL,/DAY
SOIL TEST LOCATION ® REQUIRED SEPTIC TANK CAPACITY = GAL
UTILITY POLE -0- ACTUAL SIZE OF SEPTIC TANK 1500 GAL
TOWN WATER —W-ixw-W SOIL CLASSIFICATION
CATCH BASIN f®\ DESIGN PERCOLATION RATE15
_ MIN. N.
GAS UNE EFFLUENT LOADING RATE n
} D CLEAN OUT C CH1NG SO. FT. YJS.F.
} CESSPOOL C.P. 0 / E ..
tIrK6 } s"7�z r : .%SQ. FT.
tf F LEACHING CAPACITY (AREA X RATE) . GAL/DAY
7 71 136
RESERVE LEACHING CAPACITYyy y' % GAL/DAY
l/
NOTES:
1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
TITLE 5 AND THE TO
REGULATIONS FOR THEJSUBSURFACE ISP SAL OF SEWAGE.
t u , 2 ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO
,r <r�> , �p 6' OF FINISHED GRADE
, 1 k � /' , k ;/ 3. ALL 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. A.NY V#S^"NAFY WJS USED TO 8S'INC COVL•P,S TO GRAVE S44LL
-- ` K, •z �- �. BE MORTARED IN PLACE. _
5. NO DF.TLRV'NALnrN HAS PErN. MADE AS TO COVPLIANCE WITH
U 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 1-800-322-4844 AT LEAST 72 HOURS
PRIOR TO �l 7. CONTRACTOR �ISFITO COMMENCING WORK
IGRAD SAND ELEVATIONS AS WELL AS
SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE.
8. i, C{ i/ .�' ash 9. LOT IS SHOWN ON AIS IN FLOODSSESSORS MAP 80
� )tONE AS PARCEL C.M=.
t
_ APPROVED: BOARD OF HEALTH
��
r' :
DATE AGENT
f' q PROPOSED SEPTIC DESIGN
FOR
LOCUS DESIMONE CUSTOM BUILDERS
Cos
_
g
f o PROJECT LOCATION LOT L
Qw Z7/ HIGHBANK RD., YARMOUTH
R
SWEETSER .ENGINEERING
235 GREAT WESTERN ROAD
—39 SOUTH DENNIS MASS. 02660
398-3922
.*rf
C 620 — �,4t,d c�
.^" `f` DATE 20'
T kV
J`
,, 6-0� � REVISED Joe No.3
1
`i38-0
1 71,
LOCATION MAP sED �•` REw
o`i c SHEET 1 OF 1 1
.AL2 - 01997 SWEETSERENGINEERING