HomeMy WebLinkAboutEngineered Plan - Rev. 199020 FT. MIN.
TOP OF FOUND.
EL.s S-,� 4_ 10 FT. M W.
CONCRETE4" SCH. 40 PyC PIPE CLEAN SAND
COVERS MIN. PITCH I/8 PER FT.
CONCRETE 2" LAYER OF
4" CAST IR N PIPE 12 COVERS
' (OR EQUAL, MIN. i/8"- I/2" WASHED
PITCH 1 /4 PER FT. STONE
�c
low
FLOW LINE
�0.. 'N
EL= MW.
19 EL.= ud 8 2ro,
EL= EL: qA,d LEVEL
DIST. EL. �B�t EL.
BOX
3/4- 1 1/2" C Io° �I b p o
GALLON WASHED STONE f 000 ° u- O0°
W °o " ° v EL.=
yS. D
TANK �
SEPTIC PRECAST LEACHING
ej
BASIN OR EQUIV.
f 6' DIAM., r
/ SEWAGE DISPOSAL SYSTEM PROFILE�� 4
r NOT TO SCALE
' BOTTOM OF TEST HOLE OR USGS PROBABLE WATER TABLE EL.s
OBSERVED WATER TABLE ( S' /Z� /go) EL.'-
low zo7-Z
l
%L-�,
7;?, /9
x rsv 3 7
r ,
/
1 �
{
I
Lam; 3
SOIL TEST
LEGEND:
/
8/Z / O
DATE OF SOIL TEST
WITNESSED BY 4 Vick
EXISTING CONTOUR — — — — 00— -- —
PERCOLATION RATE T?- MIN INCH
OBSERVATION HOLE I OBSERVATION HOLE 2
NOTES;
ELEV.- �`� 9 ELEV.=
FINAL CONTOUR
0
7-0
SOIL TEST LOCATION 4TITLE
5 AND THE TOWN OF RULES AND
U-TILIT-YPOLE `o-
REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE.
TOWN WATER W 7WW
2. ALL COVERS TO SANITARY UNITS SHALL -fM (, t
CATCH BASIN
WITHIN 12" OF FINISHED GRADE.
7.
I EXISTING AND FINAL GRADES SHALL REMAIN ESSENTIALLY THE SAME.
THIS PLAN FOR SEPTIC PURPOSES ONLY,
4•
NOT TO BE USED FOR PROPERTY LINE
ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE
132,
STAKING,
OF WITHSTANDING H— 10 LOADING UNLESS THEY ARE UNDER OR
WATER AT r EL-= WATER AT EL. --
4--z�ST-�-'- U >`':_ c ' �' Gee'
DESIGN CALCULATIONS
f). 4LL �"�"'`r ""'' `' ' ,!rw. `"
NUMBER OF BEDROOMS
GARBAGE DISPOSAL UNIT'
S. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE
TOTAL ESTIMATED FLOW
✓
( I/e" GAL./BR./DAY x SR.)
GAL./DAY
REQUIRED SEPTIC TANK CAPACITY
GAL.
ACTUAL SIZE OF SEPTIC TANK / t; G�
GAL.
LEACHING AREA REQUIREMENTS
`¢!
SIDEWALL AREA 2 r tAL./S.F,
OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
BOTTOM AREA )O GAL./S.F
_
LEACHING CAPACITY( BOTT + SIDEWALL) i
C�Zx3:l4xSA3.?>/cziS1 ,I4,ks,r /D X ti
GAL.
tt •r t!
a t
,
All
x
tteb'�� 7ff ,
r'iC iN
ROJECT LOCATION,
PPLICANT,
X
NUP ENUMNAENTAL CONSULTANTS
P.O. BOX 61S, EAST DENNIS, KA 02641
30S -242S
h % SCALE f DATE,
REV. REV. /Oblz 9O y�
LOCATION MAP goo ►0.0 ,0, — 9D FSHEET OF _j
` 1
LEGEND:
RESERVE LEACHING CAPACITY i GAL
EXISTING SPOT ELEVATION OOxO
EXISTING CONTOUR — — — — 00— -- —
FINAL SPOT ELEVATION ®
NOTES;
FINAL CONTOUR
I. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO 4EP,
SOIL TEST LOCATION 4TITLE
5 AND THE TOWN OF RULES AND
U-TILIT-YPOLE `o-
REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE.
TOWN WATER W 7WW
2. ALL COVERS TO SANITARY UNITS SHALL -fM (, t
CATCH BASIN
WITHIN 12" OF FINISHED GRADE.
7.
I EXISTING AND FINAL GRADES SHALL REMAIN ESSENTIALLY THE SAME.
THIS PLAN FOR SEPTIC PURPOSES ONLY,
4•
NOT TO BE USED FOR PROPERTY LINE
ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE
STAKING,
OF WITHSTANDING H— 10 LOADING UNLESS THEY ARE UNDER OR
4--z�ST-�-'- U >`':_ c ' �' Gee'
WITHIN 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING
f). 4LL �"�"'`r ""'' `' ' ,!rw. `"
SHALL BE USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING.
' ' � T-
S. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE
a� S- h Ste'
kc..7 itS;
1"i1 f s�.j tear ;../ s►^. Cr %c'..� �, �•; c/�J ? ;'`..,
/v. �,/.; �:. r�r : c f.. A r. V7+as r �>.-�� T NO -
SHALL BE MORTARED IN PLACE.
'
71" 1''SS
6. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH
DEEDED OR ZONING REGULATIONS. OWNER /APPLICANT IS TO.
`¢!
OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
APPROVED: BOARD OF HEALTH
DAT A NT
tt •r t!
a t
,
All
x
tteb'�� 7ff ,
r'iC iN
ROJECT LOCATION,
PPLICANT,
X
NUP ENUMNAENTAL CONSULTANTS
P.O. BOX 61S, EAST DENNIS, KA 02641
30S -242S
h % SCALE f DATE,
REV. REV. /Oblz 9O y�
LOCATION MAP goo ►0.0 ,0, — 9D FSHEET OF _j
` 1