HomeMy WebLinkAbout114 Mayflower Terrace - Septic Design 320 F7. MINIMUM FROM CELLAR ;
TOP OF FOUNDATION 10 FI. MINIMUM FROM SLAB OR CRAWL SPACE '
ELEV. 20.0 10 FT. MINIMUM CLEAN SAND 4, C� PIPES
Hr...VD CONCRETE LOAM AND SEED P OFLATD %
COVERS 4" SCHEDULE 40 PVC PIPE WMI CAR B N NTL
_ I WI'Iil CARBON £[L7FR
MIN. PITCH 1/8* PER FT, 2" LAYER OF
1/8" TO 1 /2" REQU¢tFD
WASHED STONE
2 5
4" CAST !ROLA PIPE EL 1 .00 MAX
. , (OR EQUAL) MINIMUM Z
k14 r�� o _
PITCH 1/4 PER FT. �
\l` 1120
FLOW LINE E C
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10" ° e
/G, 67 0" 0 000000 0000 °
sF -THIN. LEV. = LEVEL Ho
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1 VaTE ELEV. G• S 6" SUMP . /L.22i , ,
£LEV..a /7.00 GAS ) 4 ELEV. 0 0 0 0 0 0 0 0 0 0❑
1 b �iV -- N 2OAFFLE DISTRIBUTION ELEV.. e° 0 0 0 O O O O O 0 0 0 o e o a la. 2d"
ELEV. _
166. %` tti .6 LIOU O OUTLET �; TO 9E BOX TESTED 2. 500 CALLSTONEYIN LLN WITH
C �... r TO BE. PLACED ON FIRM BASE) p _
c0vc.. 8000 .. Ut'NJ - � yam, I � `. 5 FEET 19 INCHES i 1 WELL IVA
ELEVAAON= 182%, �` �{.�. - '� _ -1500 GALLON IF MORE THAN ONE -OUTLET t -f +
4b a. 3 nt E 6 FEET 24 NCHES (TO BE PLACED ON FIRM BASE) 1� X 2SX E TRENCH FORMATION ZONE
N.CVA Q 1_ i 7 FEET 29 INCHES CLEANSOIL ABSORPTION INDEX
V� NK DOUBLE WASHED STONE ADJUST
cfNc D ' ` \ I- � 8 FEET 34 (LACHES SEPTIC TA FREE OF FINES dc`SILT SYSTEM SAS ,
E' sr I r $ j
Y 4 ryl� T5
USGS PROBABLE WATER SEWAGE DIS TABLE ELEV. §1jw 2.I Mrx
_\ Tek POSAL SYSTEM PROFILE ossERv£o WATER TABLE ( / ) ELEV.
TEST HOLE ELEV.
_
1 NOT TO SCALE BOTTOM OF T._+
V
SOIL TES
O \ Mld DATE OF SOIL TEST _4:; 9 q
`t SOIL TEST DONE BY TgQ_o�u�,-.v� r
WITNESSED BY'
OBSERVATION HOLE 1 ELEv.m14 _
• . ° } O + - 4 Z- MIN: NCH AT 4' y INCHES .
PERCOLATION RATE. /I ;
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DEPTH
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NOTES:
1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. ,
TITLE 5 AND THE TOWN RULES AND REGULATIONS FOR THE_$UQSURFACE
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 HAS BEEN MADE AS TO COMPLIANCE WITH
-- DEEDED OR ZONING REGULATIONS. OWNER / APPLICANTTH IS TO
i r' OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
ti/C WATER ENCOUNTERED AT / K ELEV. 6, UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR
15 TO CALL ."DIG -SAFE" AT 1-899-344-7233 AT LEAST 72 HOURS
ry wsr�/t.67OBCORTIOrHOLE
_� S 4� PRIOR OCOMMENCING WORI< ON SITE. NL
N/NCH AT . CONTRACTITOVERIFYRADDELE
PERCOLATION MIO S COMMENCING WORK ON SITNS E,
66.
CIA/ -&,y
YARMOUTH B.O.IL VARIANCES REQ=. JTD:
FOILTOP OF FOUNDATION TO BE LESS TIMI 2' ABOVE THE HIGH POINT IN ROAD.
A 2 VARLINCE REQUESTED
O 4,,r.r,
DEPTH
HORIZ
TEXT!n�
MOTT.
OTHER
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St TE CON
IS TO BE BROUGHTTO THE ATTENTION OF THE DESIGN ENGINEER
.IMMEDIATELY.
8. PARCEL IS IN FLOOD ZONE _-
9. LOT IS SHAWN ON ASSESSORS MAP __g8_ AS PARCEL K49�
10. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER, AND
FOR A MINIMUM OF 5 FEET FROM AROUND THE SOIL ABSORPTION SYSTEM,
AND BE REPLACED WITH SAND AS SPECIFIED iN 310 CMR 15.255: (3)
(I.E. TITLE 5) IF ENCOUNTERED BELOW S.A.S. PIPE INVERT,
APPROVED: BOARD E-NJEAL-
RECEIV ED I
A&WATER.EN000NTERED AT 1 / ELEV. = 7. S
a ( U
DESIGN CALCULATIONS 3 DATE AGE T
NUMP,ER OF BEDROOMS
GARBAGE DISPOSAL UNIT NQ_
TOTAL" ESTIMATED FLOW
A/E 330 GAL./DAY
(.,5-4• lr � REOU'RED SEPTIC TANK CAPACITY L3o� GAL
M -� ACTUAL SIZE OF SEPTIC TANK /Soo GAL
SOIL CLASSIFICATION r
5
I L DESIGN PERCOLATION RATE < - MIN./IN.
EFFLUENT LOADING RATE _4�2A- GAL/DAY/S.F.
j LEACHING AREA 12'X L.f { 74x 2 r 8 SO. FT.
INEE \_
7.2 LEACHING CAPACITY AREA X RATE) 33A_�CAL./DAY (AREA
Y .7f)
l/ryE '
. _
RESERVE LEACHING CAPACITY 33A•�GAL./DAY
26
IVARSH =
�''..- STH OF
--- LEGEND:
ER'S EDGE
EXISTING SPOT ELEV 00,0CRAIG
EXISTING CONTOUR ----00-- OR -`T
CIV
FINAL SPOT ELEVATION' Civil.
FINAL CONTOUR U_ AA 2�a63 Z4
S01 TEST LOCATION \o /
UTILITY POLE -O Es O fSiER4G��4cati
EF,
TOWN WATER-W�-neW
PROPOSED SEPTIC'5
FOR
ROSS McCURDY
CR35 AIGGR
SHORT. P. 9
2EAT WESTERN ROAD
508- P. 0. BOX 1044
398=8311 SOUTH DENNIS, MASS. 02660
----------------------------------- TE'//1 `aa SCALE „ 20•
REVISED / JOB NO. 1 2 " <j
4�z3!a.3 77
DINAHS CATCH BASIN
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