HomeMy WebLinkAbout1308.97.5CONNECT PERIMETER DRAIN
TO EXISTING STORM SEWER
INV. UNKNOWN
0
0
0
w
Cn
a
M
!J
cp
A
O
00
SN
S 89'34'02" W
148.13'
T
I Id o +
2 I
0' MIN.) I i��
Oe SUBSURFACE PERIMETER
v DRAIN (SEE DETAIL)
^ I I I C I I SURROUNDS ALL 3 SIDES
(I ION.)
TYP.
.. H
DIST. BOX
UN ERFORATED 4• PVC
PIPING FROM D -BOX 1000' GALLON
TO ID-LAT. (TYP.) SEPTIC TANK
I
E 10.4
P 11.5 PATIO
E 10.4
43.25' o P 11.5
;2.50 22.29'
it F.F.ELEV.= 913.00
BS GT. 903.00
2.50 GAR. v STONE
E 10.4 �4 N N I 911.83 q DRIVE
11.5 13.62' 13.00' ±
40' B. 3.6 .67' 25.25' 55.1'
OR 7.67'
5
E 10.3 I
WELL 11.
I
I I
STONE
I DRIVE I
a
o
N 89'34'02" E
148.13'
� 146th STREET
BUILDER)
09 SEPTIC PLOT PLAN
Oo i
CA
-p, - CA rn PREPARED FOR:
i BRAD HILL
HAMILTON COUNTY
-,
O
O
0
A
w
is
i
N
t0
A
O
Cb
1. Requirements for absorption system:
a. Trenches shall be constructed 3' wide maximum
b. A minimum 12" of washed gravel shall surround the distribution laterals, as shown.
C, Absorption field -A minimurn of 450 L.F. of distribution lateral.
d. 7.5' minimum spacing - center of lateral to center of lateral
2. Absorption field lateral specifications
a. Must be at least 4" in diameter & meet A.S.T.M. D -2729 or A.S.T. F810 -83 specifications.
b- The pipe must have perforations with the equivalent total opening as a comparable tile laid with
1/4' open joints per foot of tile, with the following provisions:
I. Three rows of holes
Il. 1/2" to 1/4" diameter holes with
1/2" holes at 2-1/4" or :;,loser spacing
5/8" hole at 3 -1/2" or 'losei spacing
1/4" holes at 5' or closer spacing
III. Equal separation of rows around the circumference
C. The pipe must be delivered in sl,oight (unrolled) lengths.
3. Gravity sewer must be P.V.C. SDR -35 rd meet A.S.T.M. -D 3034 specifications for 4" pipe.
4. System as designed and shown is done with the intention of the system being installed at rninim�r 1epths.
5. No clay fill material will be placed over ousorption field. Natural ground line to remain as much as
possible.
6. Finish grading over absorption field will o,-- done to obtain positive surface drainage away fror-n fiela tiny
finish grading done in area of absorptic r, field will be done with light equipment.
7. No construction traffic to be allowed it c rea of absorption field.
8. All absorption field fingers to be placec, (it minimum depths to keep system in more permeanle soils
9. Septic tank specifications:
a. Reinforced concrete tanks
- Concrete compressive strengtr, > 4000 p.s.i. with wall thickness 2 -1/2" or
- Concrete compressive strength r 4000 p.s.i. with wall thickness 4"
b. Tanks shall be certified by the Scat: hoard of Health & County Health Department.
C. Minimum septic tank capacity gallons (not including volume of dosing tank)
d. All openings and joints of the ser,t,•: tank and dosing tank must be sealed watertight
e. Tank shall be fitted with access r,r:, (22" in dia. min.) and secured with gas tight corer
1" = 30'
LOT SIZE: 43,560 Sq. Ft.
N. LINE N.E.1 /4 SEC.20 -T18N --R3E
N 89'34 "02" E (ASSUMED BEARING)
P.O.B.
INDIANA
469.06'
LEGEND:
E 99.99 EXISTING GRADE (BEFORE CON5T.)
P 99.99 PROPOSED GRADE (AFTER CONST.)
000< EXISTING SWALE
871 i'- EXISTING CONTOUR
= EXISTING STORM SEWER
PROPOSED STORM SEWER
N W. COR. N.E. 1/4
SEC.20- T18N -R3E
'bc)g.g7
EXISTING GRADE
_ CLEAN
GRAVEL i Z
I n .4i
4' FIELD TILE --
TYPICAL ''ERIMETER X -SEC.
N -T -S
TVP1C',- - ,PTIONI ! . .- . -
-T -S
Part cf the West Half of t ^e :Nc;rtheast Quar
EXISTING GRADE
Range 3 East
in Clay Township, Hamilton -_,arty, Indiana, r c-
BARRIER MATERIAL 6* STRAW
- EARTH ALL -
OR SYNTHETIC FILTER FABRIC
.- er Section; then r
89 degrees 34
z
North line of so c
v
4' PERFORATED
,.. N
CLEA
PVC A.S.T.M. D -2729
GRAVEL
- -t
-,e 148.13; thence :.
00 degrees 04
TVP1C',- - ,PTIONI ! . .- . -
-T -S
Part cf the West Half of t ^e :Nc;rtheast Quar
on 20, Townsr ;-
Range 3 East
in Clay Township, Hamilton -_,arty, Indiana, r c-
.Idrly described
.;
Commencing at the Northwest corner of said r,
.- er Section; then r
89 degrees 34
minutes 02 seconds East (asscmed bearing) a o- .
North line of so c
_,.arter Section
469.06 feet to the POINT OF BEGINNING of ti-is
ion; thence cont, -.
',girth 89
degrees 34 minutes 02 seconds East along saic ',
-,e 148.13; thence :.
00 degrees 04
minutes 35 seconds East 294.08 feet; thence, c,
- , aegrees 34 min -•.-,:
seconds West
parallel with the said Nortn line 148.13 feet; tr er
r 00 degrees 0,
r, 35 seconds
West 294.08 feet to the p cce of beginning,
X00 acres, more
Subject to all legal highways, r,gnts -of -way, a
: -d restrictions
METES /08434DAE
JAN. 17, 1996
8310
STATE OF
- -T DWN. --
i CERTIFIED: BY
DLH
CONSULTING ER �;INEERS - LAND SURVEYORS (K. BY -
LMC -
(317) 849 -5935 1- �i00- 728 -691.7 FAX: (317) 849 -5942 ' - SCALE
1 "= 30' - -
INDIANAPOLIS DATE
INDIANA
9 OCT 97 DATE
,. Lt Y SEZ"
BLIND'
CALL TWO w,► e S BEFORE YOU DiG
_AW
s -• 'tl_ -5544
REoSI ;IN 5