HomeMy WebLinkAboutEngineer PlanBENCIDUMC -1 1
TOP OF FOU�N�All
ELL'v.
(Assumm)
0
20 FT. V.!NIWUM FROW CELLAR
10 FT. MTPV,-,UM 10 FT- Mlk!WVW FRO-4 SLAB OR CRAr- SPACE
4* SCHEDULE 40 PVC PIPE
UK PITCH I/r PER FT.
Iron 7m . ) T
4* CAST IRON PIPE
(OR EQU�L) MXM
Pf= 1/4 PER FT.
=,),,I I t""
ELEV. ; it, �
611. 1 7�
ELEV. I
a
FLOW
ELM u
DISTRIBUTION
(m rs PLACE w r.- BOX
M BE UTER I ES
1500 GALLON IF M= mm (WE Ou=
SEPTIC TANK .(M V PLACED ON FRY RASE)
3/4' M I 11r-)
WASHM STDNE
SEWAGE DISPOSAL SYSTEM PROFILE
NOT TO SCALE
LOAM AND SEED
2�LAYER
OF
11 /r TO 1/2-
AS aSTONEp0 VENT
PNOT REQUIRED
1 CU. FT. OF
r CONCRETE
ANCHOR
01 1 0 Roo A
10 ELEV.
HIGH CAPtMIN
&IL&TORS "TH 2i v
TRENCH FMA11ON 5
SOIL ABSORPTION' ZONEWELL
SYSTEM (SAS) INDEX
ADJUST
USGS PROBABLE WATER TABLE ELEV. = 01(,
OBSERVED WATER TABLE ( / / ) ELEV. -
BOTTOM OF TEST HOLE ELEV. =
#4
A
i
LEGEND:
EXISTING SPOT ELEVATION 00,0
EXISTING CONTOUR ---00--
FINAL SPOT ELEVATION
FINAL CONTOUR -iko--
SOIL TEST LOB„ ATION
UMUTY POLE
TO" WATER
CATCH BASIN -ccr
GASURE
CLEAN OUT 4
CESSPOOL C.P. 0
SOIL TEST,
DATE OF SOIL TEST lk-
SOIL TEST DONE BY L L EVYA5—
IMTNESSED BY
OBSERVATION HOLE 1 ELEV.m 0
PERCOLATION RATE e- Z- MIN.ANCH AT fit^ DJ04FS
DEPTH
HORIZ
TEXTURE
COLOR
MOTT.
-
OTHER
fit;
2
�j
WATER ENCOUNTERED AT Obll
DESIGN CALCULATIONS
NUMBER OF BEDROOMS
GARBAGE DISPOSAL UNIT
MTAL ESTIMATED FLOW
( 10 CAL/e,9-/'DAY X GAL/DAY
REQUTIRED SEPTIC TANK CAPACITY GAL
ACTUAL SIZE OF SEPTIC TANK 1 GAL
SOIL CLASS[FICATION
DESIGN PERCOLATION RATE VIN./IN.
EFFLUENT LOADING RATE 9.24 GAL/DAY/S.F.
LfAAHNG AREA SQ. FT.
LEACHING CAPACITY (AREA X RATE) ��L-""GAL/DAY
RESERVE G CAPACftY GAL/DAY
NOTES:
1. ALL *'ORKMANSHIP AND MATERIALS SHALL CONFORM To D.E.P.
TITLE 5 AND THE TOVN, OF `IL ( - f", - ( I 17 ` RULES AND
REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGF-
2. ALL COVERS TO SANITARY UNM SHALL BE BROUGHT TO
1 7KN r OF FNSHED GRAIY-
3. ALL MUPONLEM OF THE SANITARY SYSTEM SHALL BE CAPABLE OF
"STANU,40 H-10 LOADING U%41SS THEY ARE UNDER OR UTHIN
10 FT. OF EVES OR PARKING AREAS. M-20 LOADING SHALL VS
USED UNDER OR V17HIN 10 FT. OF DPJVCS OR PARKING AREAS.
4. ANY MASONARY UNITS USED M V."G COV!y4 To GP XX WALL
PE MORTARED W PLACE.
V-- HAS BEEN MADE AS TO COMPLIANCE VM
DEEDED OR ZONVNG REGULATIONS. OV,n / APPUCANT IS M
OF3TAIN SUCH DETERWINATION FROM APPROPRIATE AUTHO(-'JlY.
6. UTUTXS SMrl AP! APPROXIMATE ULY. EXCAVATION C&fMACTOR
IS TO CALL 'DIG -SAFE' AT 1-t--l-344-7233 AT LEAST 72 HOURS
PRIOR TO COVV-rNCNG rM ON SITE.
7. Ca-ITRACTOR IS TO VERIFY GRADES AND ELEVATIONS As to As
SITE, CONDM*4S PP -OR TO COMMZNCLNG nPJC ON SITE; ANY VARVATION
IS TO M E-WJG!q TO VE ATUM OF 7F-r DWC4 WTI=
L PARCEL. IS IN FLOW ZONE -
9. LOT IS SHOV.N ON ASSESSORS MAP AS PARCEL
13. UST0.0 SEMS ARE TO K Pt POED AND BACIqUED.
APPROVED: BOARD OF HEALTH
-2-2
1-
DATE 7 AGENT
PROPOSED SEPTIC DESIGN
FOR
f4
PMECT LOCATV004
W TADCO EMU MAL COITSULTAM,�,
P.O. BOX 615, CAST DENNIS, VA 02641
385-2425
DATE
, F NO.
LOCATION
MAP
5 2001
=HE E T OF �]
i
01998 T. A.