HomeMy WebLinkAbout142 Great Western Road Proposed Septic Design 2BENCHMARK 20 FT. MINIMUM FROM CELLAR
TOP OF FOUNDATION 10 FT. MINIMUM FROM SLAB OR CRAWL SPACE
ELEV. - 100 0 MUM 10 FT. MNICLEAN SAND
(ASSUMED)
COVERSCCLOAM AND SEED
4' SCHEDULE 40 PVC PIPE
MIN. PITCH 1/6 PER FT. 2' LAYER OF
MoY 1/b' TO 1/2- LEGEND:
7 S Was71ED STONE EXISTING SPOT ELEVATION 00oO
4' CAST FROM PIPE NOTTREQUIRED EXISTING CONTOUR ---- 00----
(OR EQUAL) MINIMUM z_ 1 CU. FT. OF FINAL SPOT ELEVATION
FINAL CONTOUR
PITCH 1/4- PER FT. CONCRETE SOIL TEST LOCATION
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a ANCHOR 1Y111J1Y POLE -0-
FLOW LINE Z TOWN WATER —W- Go
/ CATCH BASIN
ELEV._ TWIN. - 96.1) Lmo- • • �� t K 10' • {, f i GAS LINE
�� 1, Z
_T
LEVEL • ELEV. e y CLEAN OUT C�
V. - GAS pFy, - 4S•S 6 ELEV. - CESSPOOL C.P.0
BAFFLE DISTRIBUTIONELIL i. h HIGH CAPACITY INFILTRATORS WITH (,?/1
LIQUID OUTLET BOX rt STONE IN ANTrr Z v
4 14 TO BE WAIM TESTED t1 XYRXr� TRENCH FORMATION
5 19IN
1000 GALLON IF MORE THAN ONE CUTEST
eINDEX
� 324 i►NicCH s, SEPTIC TANK (TDPLACED ON FIRM eAs� SOIL ABSORPTION
�F Int A,1,) ;A4 " SYSTEM (SAS) ASHED ADJUST
USGS PROBABLE WATER TABLE ELEV. -
SEWAGE DISPOSAL SYSTEM PROFILE OBSERVED WATER TABLE ( / / ) ELEV -
NOT TO SCALE BOTTOM OF TEST HOLE ELEV. - 7. 1
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DUMAS
No. i/9
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SOIL TEST .,
DATE OF 501E TES �1A vG v s t T 999
SOL TEST DONE BY C
WITNESSED BY
OBSERVATION HOLE 1
PERCOLATION RATE Z MN./INCH AT i G� 1NL41E5 K "`
DEPTH HORIZ W—WRE COLOR MOTT. O
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PROPOSED SEPTIC DESIGN'j
FOR
PROJECT LOCATION
;
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SWEETS'ER ENGINEERING
235 GREAT WESTERN ROAD
508— P 0: BOY
398-3922 - - SOUTIi DENNIS.. MASS. d2r;8d
DATEAUaYsl 26 , 19991
SCALE 1"
1467 10 o Cci3/ltr$
REVISED
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�a WATER ENCOUNTERED AT
'
DESIGN CALCULATIONSNumm
LOCATION MAP
or
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GARBAGE DISPOSAL UMT
TOTAL ES71MAIED FLOWyo
110 CAL/VL/DAY X BR) CAL./DAT
SEPTIC TANK CAPACITY CAL
ACTUAL SIZE OF SFFTIC TANK CAL
SOIL CLASSIFICATION --1--
DEEM PERCOLATION RATE S..a�
EFFLUENT LOADING RATE D.Z4
CA /DAY/%F
LEACHING AREA
;
LEACHMC CAPACITY (AREA X RAIn CAL/bn
62-6,3 yc,7)1
RESERVE LEACHING CAPACITY /1i6N CAL/DAY
NOTES -
1. 1. ALL WORKMANSHIP AND MATERIALS SMALL, CONFORM,10 DZP.
TITLE 3 AND THE TOWN OF 44e"oo 7- - RULES AND
REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE-
EWAGE2.
2.ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO
WITNIN 6' OF FINISHED GRADE.
3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL 9E CAPABLE I* ;
WtTHSTANDNG H-10 LOADING UNLESS THEY ARE UNDER OR WITH N
10 FT. OF DRIVES OR PARKING AREAS. H-24 LOADING SHALL BE
USED UNDER OR WITHIN 10 FT, OF DRIVES OR PARKING AREM
'.
ll
4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHAG
BE MORTARED N PLACE
5. NO DETERMINATION HAS OM -MADE AS TO CMrrUAMM VM -
DEEDED OR TONING REGULATIONS. OWNER/ APPLICANT IS TO
OBTAIN SUCH DEIERMNATION FROM APPROPRIATE AUTHORITY,
6. UTILITIES SHOWN ARE APPROXIMATE ONLY. EXCAVATION CON7iACT17R
IS TO CALL lxC-SAFE' AT 1 -MB -344-7231 AT LEAST 72 NOURS
PRIOR TO COMMENCING WOIM ON SITL
7. IS TO VERIFY'GRADES AND ZDAMM M AR ft-L.,A9
CONTRACTOR
SITE CONDITIONS PRIOR TO COMMDICING W M ON SML ANY VARIAIM
IS TO BE BROUGHT TO THE ATTENTION OF .THE DESIGN ENGINEER
IMMEDIATELY
a. PARCEL IS IN 11000 ZONE .. D
9. IS SHOWN ON ASSESSORMAP yb. •AS PARCEL fZA 3
a.
LOT
10. EXISTING ' per Y` 'IS TO BE PUMPED AND /ZEined�D
4
1
t
c�
t'
APPROVED: BOARD OF HEAL'T'H
DATE AGENT
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PROPOSED SEPTIC DESIGN'j
FOR
PROJECT LOCATION
;
��7 z C-712!%A7'Y✓ECsT�rx...l rC (] S�/J2M'srli/,
SWEETS'ER ENGINEERING
235 GREAT WESTERN ROAD
508— P 0: BOY
398-3922 - - SOUTIi DENNIS.. MASS. d2r;8d
DATEAUaYsl 26 , 19991
SCALE 1"
REVISED
JOB N0 f t.�D
SHEET ' I OF'!,
LOCATION MAP
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