HomeMy WebLinkAboutEngineer Plans - 19941 BENCHMARK --
TOP OF FOUNDATION L 10 IP 1 1'A
.ECFV _
(KGlD)
,may
CRAWL
SPACE F CAST IRON PIPE
(OR. QUAL) MINIMUM
PITCH 1/ PER FL
ELEV 10.6 _
i1 ELEV _ _15
k
1
i
IYyOogN1IZ'Z' ; ,
- 1G FT. {✓IITn VM � �
— _ DESIGN (A U1 !T NS
1.` CLEAN SAND NUMBER OF BEDROOMS-41 7
CONGRF1 GARBAGE DISPOSAL UNI - Q.
COAT SS TOTAL ESTIMATED FLOW
4" SCHEDULE 20 FVC YET ( 1�0 GAL/BR/DAY X -D3.) P GAI./DAY
MIN. PITCH /8 2'4 F- -` ) 2".LAYO OF - REQUIRED SIZE
F SEP K PREACH 660 UAL
\ \ 1/8" TO 1/2" ACTUAL SIZE A SEPTIC TANK Oo GA
tMAX_�WASHED STONE IfACHING L AREA
REQU5 GA is
—'---
BOTTOM
APEA 2 5 GAL /S F-
_\ \ BOTTOM AREA 10 GAL/.. F.
1 LEACHING CAPACITY (BOTTOM 6 SIDEVFLL) Sf_ CAL,
/DAY
\ \ (36XBX10)+(eeX1X25)
'RESERVE LEACHING CAPACITY SOV,_ GL.,/DAY
—L--- 14.2 - _ - _- __.ELEV. NOTBS'
IC u [ t� ca Ea eLEV. _ ___ LEVEL - /� o /� o 12" 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
6' SUMP ELLy _143 ELEV = _13.2 TITLE 5 AND THE TOWN OFYARMOUTH RULES AND
EV - -14.5_ - ELEV. _ 1_42 _�� � REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE.
2 ALL. COVERS TO SANITARY UNITS SHALL BE BROUGHT. TO
.DISTRIBUTION)� WITHIN 12 OF FINISHED GRADE --;
(TO BE PLACEIT-ON FU;BASE) .: / 3 ALL COMPONENTS OF THE SARTARY.3(STEM SHALL BE CAPABLE OF
BOX 1 X 8 X 1 0' WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN
1500 GALLON TO BE WATER STEP — 5.0 10 FL OF DRIVES DR PARKING AREAS H-20 LOADING SHALL BE
IF MORE THAN ONE OM+LET ,.r USED UNDER OR. WITHIN 10 HE OF DRIVES OR PARKING AREAS.
SEPTIC TANK / 4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL
3/4 TO 1 1/2"- BE 61ORTARED IN PLACE.
WASHES STONE 5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH
DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO
-- -"— -- OBTAIN SUCH. DETERMINATION FROM APPROPRIATE AUTHORITY.
SEWAGE DISPOSAL SYSTEMA PROFILE BOTTOM OF 7, T HOLE OR HOGS PROBABLE WATER TABLE ELEV _$,Z___ 6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATOR CONTRACTOR
OBSERVED WATER TABLE ( 11 / 3 /94 ) ELEV. fi.1IS TO CALL "DIG -SAFE" AT 1-300-R22-4844 AT LEAST 72 HOURS
]JOT TO SCALE PRIOR TO COMMENCING WORK ON SITE.
SOIL TEST WELL _15ALK Z EXISTING CESSPOOL IS. TO BE PUMPED AND BACKFILLED.
ZONE it__ ,8, ALL UNSUITABLE MATERIAL SHALE BE REMOVED FROM UNDER AND
DATE OF S TEST NOVEMBER 3 1335. INDEX ]2,,,3_ /:'/ FOR A MINIMUM OF 5' AROUND LEACHING FACILITY.
WITNESSES AVON HOME & A .tURFHY ADJUST_2J_— 9, INTERIOR PLUMBING TO BE RAISED TO. ELEVATION SHOWN.
PERCOLAIIQ RATE _ < 2 MIN./INCH. 10. HEALTH AGENT AND DESIGN ENGINEER TO INSPECT OVERDIG
.
—� S5 i OBSERVATION' HOLE 1 OBS RATION HOLE 2 OBSERVATION HOLE 3 ENGINEER 11. DESIGN TO INSPECT AND CERTIFY :FINAL INSTALLATION 1S
\ q IN ACCORDANCE WITH APPROVED PLAN.
ELEV to.i__ ELEV. _ 164 " ELEV 152. 12. VARIANCES FROM TITLE 5 AND YAL&OUTH AMENDMENTS TO TITLE S:)
O TOP AND C°� " ' Oe U TOP AND( ...... +> ,11) A. LESS THAN 4' DF NATURAL SUITABLE MATERIAL BELOW LEACHING-
/ 6/ LOT 52
SUBSOIL
PROPOSED PLOT PLAN
FOR
AL
SUBSOIL B. LESS THAN 10 EXCAVATION] AROUND LEACHING FACILITY
- 17,050 S. F.
24 :LZ1)
TOP AND
SUwS09.
_.
COARSE
fH_
p COARSE
SANDSAND
DA HL NOV. 16, 1994
(sl GALE 1• -20•
60"T"? :
- 0U' y..
78
REYSED
REVISED !_Fell,
CLAY
- CLAY
CLAY
LOCATION MAP 1
JO6 p10�
SHEET 1160F
126, , :�
96.;)
84"( )
It 11 108 EL -61
NO WAND AT 96"_ EL.=8.4 _
NO WATER AT 64
ST #1'
--APPROVED: BOARD OF 'HEALTH
�, '• � DATE AGENT �
aQa
-BT
�x � L
r�
/\
-). _,--� EGENC
EXISTING SPOT ELEVATION 00,0
EXISTING CONTOUR ----00--
FINAL SPOT ELEVATION
zo, 120.00 00.0 \ FINAL CONTOUR --- D
1 SOIL TEST LOCATION
UTILITY P01D O
TOWN WATER =W=W
CATCH BASIN (0)
GAS LINE - --G-
91994 SWB7SER ENCKBERWC
F/a�•ri-! Gtr
PROPOSED PLOT PLAN
FOR
AL
—KOBLISKA
52
9? ?OJECT UOAMN SANT COVE CIPCLEJ
�PRLOT
_ SWE&'TIBER ENGINFNERIXG
235 GREAT WESTERN ROAD
P. 0. BOX /13
398 3922 SOUTH DENNIS, MASS. 02660
DA HL NOV. 16, 1994
(sl GALE 1• -20•
REYSED
REVISED !_Fell,
LOCATION MAP 1
JO6 p10�
SHEET 1160F
91994 SWB7SER ENCKBERWC
F/a�•ri-! Gtr