HomeMy WebLinkAboutEngineered Plan - Rev. 1999CLEAN SAND
I HORIZ
LOAM AND SEED
COLOR
2" LAYER OF
OTHER
1/8* TO 1/2*
WASHED STONE
VENT
PROJECT LOCATION
ZY
NOT REQUIRED
I CU. FT. OF
M
SWEETSER ENGINEERING
235 GREAT WESTERN ROAD
608- P. 0. BOX 713
SOUTH DENNIS, MASS.
398-3922. 02660
CONCRETE
i
ANCHOR
DATE
1999
[!-ALE
10*
0
ELEV.
REVISEDe4,;
06 NO. v
HIGH CAPACITY INFILTRATORS WITH
STONE IN AN
I Xor TRENCH FORMATION
REVISED
I
SHEETi
I Z OF
SOIL ABSORPTION
SYSTEM (SAS)
INDEX
ADJUST
USGS PROBABLE WATER TABLE ELEV. =
OBSERVED WATER TABLE ( / ) ELEV. =
BOTTOM OF 'TEST HOLE ELEV. =
LEGEND:
.EXISTING SPOT ELEVATION 00,0
EXISTING CONTOUR --=-00----
FINAL SPOT ELEVATION 0-0--01
FINAL CONTOUR
SOIL TEST LOCATION
UTILITY POLE - -0-
TOWN WATER —W t-,\
CATCH BASIN kal
GAS LINE —G - -
CLEAN OUT C -O. -------
CESSPOOL C.P. 0
SOIL TE�J,_,�
DATE OF SOIL TEST.
SOIL TEST DONE PY SW ER ENQNEERING
WITNESSED BY
MN HOLE 1 ELE.-
OBSERVATION v-= 19-5
PERCOLATION RATE MIN .''/INCH AT — INCHES
DEPTH
I HORIZ
TEXTURE
COLOR
MOM.
OTHER
PROJECT LOCATION
ZY
SWEETSER ENGINEERING
235 GREAT WESTERN ROAD
608- P. 0. BOX 713
SOUTH DENNIS, MASS.
398-3922. 02660
y4!
J�
DATE
1999
[!-ALE
REVISEDe4,;
06 NO. v
LOCATION "MAP
REVISED
I
SHEETi
I Z OF
/JOWATER ENCOUNTERED AT /u 11ELEV.
DESIGN CALCULATIONS,,/
NUMBER OF BEDROOMS
GARBAGE DISPOSAL .UNIT NO
TOTAL ESTIMATED FLOW y,
110 GAL/BR./DAY X I/ 0 -BR.) GAL -/DAY
REQUIRED SEPTIC TANK CAPACITY 8,qc? GAL
ACTUAL SIZE OF SEPTIC TANK lQ20— GAL 6"V!
SOIL CLASSIFICATION I
DESIGN PERCOLATION RATE < 5 MIN./IN.
EFFLUENT LOADING RATE 171 GAL/DAy/S-F-
L,EACHl0 AREA . 4;iz - So, FT.
(I/yygj4(47y)<-Zyfo,f L� Y61 �'
LEAC6H2/"3 ING CAPA
)�0, IV CITY (AREA X RATE) GAL/DAY
,.
RESERVE LEACHING CAPACITY GAL/DAY
NOTES:
1. ALL WORKMANSHIP AND MATERIALS SHALLPNFORM TO D.E.P.
TITLE 5 AND THE TOWN OF Ylel-1211711f RULES AND
REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE
I ALL COVERS TO SANITARY UMTS 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 MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL
BE MORTARED IN PLACE.
5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH
DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO
OBTAJN SUCH
6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION[ CONTRACTOR
IS TO CALL 'DIG—SAFE` AT 1-888-34+-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
9. LOT IS SHOWN ON ASSESSORS MAP AS PARCEL
10. EXISTING SEPTICS ME TO BE PUMPED AND BACKFILLED.
R IEC E OWED
JUL 13 I959
HEALTH DEPT.
APPROVED: BOARD OF HEALTH
DATE AGENT
0.1999 SWEETSER ENGINEERING
79
O
PROPOSED SEPTIC DESIGN
FOR
PROJECT LOCATION
ZY
SWEETSER ENGINEERING
235 GREAT WESTERN ROAD
608- P. 0. BOX 713
SOUTH DENNIS, MASS.
398-3922. 02660
DATE
1999
[!-ALE
REVISEDe4,;
06 NO. v
LOCATION "MAP
REVISED
I
SHEETi
I Z OF
0.1999 SWEETSER ENGINEERING