HomeMy WebLinkAboutC304 Permanent SWPP Plan-C3046
7
2
(
3
3
(
/
:
(
5
7
+
$
/
:
$
<
6
2
1
(
D
V
W
W
K
6
W
U
H
H
W
)
L
V
K
H
U
V
,
1
SK
R
Q
H
I
D
[
Know what's
R
&
2
+
6
'
5
)
'
'
1
65 4
2
4
6
'
9
.'
&
'
*
8#
&+4
,
#&0+0#+''
)0+
4
'01+.#05
(
'
2
4
1
56#6'1(
5
PERSON ONSITE RESPONSIBLE FOR EROSION CONTROL:
MATT LOHMEYER
PHONE: (317) 575-2350
LEGEND
1.The contractor shall schedule a Pre-construction meeting with the City of Carmel prior to
any constructing on the site being started. The contractor and/or developer shall notify
IDEM and the City of Carmel 48 hours prior to start of construction.
2.)ROORZLQJWKHUHTXLUHGSUHFRQVWUXFWLRQPHHWLQJWKHFRQWUDFWRUVKDOOFRQVWUXFWWKH³SRVWLQJ
LQIRUPDWLRQFHQWHU´RQWKH(DVWVLGHRIWKHSURSRVHGQRUWKFRQVWUXFWLRQHQWUDQFHDWVW
Street. The location of the posting information center is shown on Sheet C300-C303. The
posting information center is the location where a copy of the approved IDEM Rule 5
Permit, Approved SWPP Plan, signed O&M Manual and Maintenance Logs are to be
located. The contractor shall proceed to construct the construction entrance after all
posting requirements have been met.
3.Immediately following the installation of the construction entrance, the contractor shall
construct the maintenance and refueling area. Please refer to the maintenance and
refueling area detail on Sheet C307.
4.After the maintenance and refueling area is constructed, the contractor shall construct the
concrete washout area per the specifications on Sheet C307. Concrete washout shall not be
required if concrete truck is equipped with self-contained chute system, similar to system
provided by Enviroguard, or approved equal.
5.Prior to any earth moving the contractor shall install all silt fence as shown on Sheet C300
-C303. The details and specifications for silt fence installation are located on Sheet C307.
6.The contractor shall protect all existing inlets with drop inlet protection baskets and fiber
mats as shown on Sheet C300-C303. The details and specifications for the drop inlet
baskets and fiber mats on Sheet C307.
7.:KHQWKH³H[LVWLQJ´VLWHFRQVWUXFWLRQOLPLWVDUHFRPSOHWHO\VWDELOL]HGWKHFRQWUDFWRUVKDOO
proceed to grade the site. The material to grade the site shall be excavated per the
proposed cut & fills as shown on Sheet C200 & C201.
8.Contractor shall cut proposed swales.
9.Upon completion of swales the contractor shall install the proposed erosion control blanket
in all swales as shown on Sheet C304 and C305. The details and specifications for the
erosion control blanket can be found on Sheet C308.
10.Contractor shall excavate around existing manhole on the east side of Featherbell
Boulevard and expose the proposed connection point for the gravity sanitary sewer for this
project.
11.The proposed storm sewer and sanitary sewer shall be installed concurrently with each
other when crossings are encountered.
12.The contractor shall prepare the sub-grade for the proposed road system. If lime
stabilization is the method chosen, dust shall be kept to a minimum. Dust shall be removed
from the construction vehicles prior to leaving the site.
13.Contractor shall install all concrete roll curb.
14.Contractor shall install water main. The trench area shall be seeded and mulched
immediately following the installation of the water main.
15.Contractor shall have all other appropriate utilities installed. It is ultimately the
responsibility of the contractor to ensure that the trench area is seeded and mulched
immediately following the installation of each utility.
16.Contractor shall install all asphalt pavement.
17.The contractor shall permanent seed all areas between the back of curb and the
constructed pads and all other areas that are illustrated on Sheets C304 and C305. The
seed mixture and rate can be found on Sheet C307.
18.Clean water quality unit at end of construction.
19.The contractor shall schedule a site inspection with the City of Carmel to ensure that the
site is stabilized. After the inspector approves the site conditions the contractor shall
remove all temporary erosion control practices.
20.The post-construction erosion control practices then become the responsibility of the
developer of this project.
21.The developer of this project shall continue to monitor this site for good house keeping
on the post-construction BMP's until a NOT is filed with IDEM.
22.The O&M Manual for this project will have to be transferred to the HOA before the NOT
can be released for this project.
The following is a list in sequence of construction activities to control soil erosion:
Denotes Construction Limits
A9. Specific Points Where Stormwater Discharge Will Leave this Site:
Stormwater discharge will leave the site at the outlets for Lake #1 & #2.
Ultimately both outlets drain to the J.W. Brendle Drain.
NOTE:
1. ANY ADDITIONAL EROSION CONTROL MEASURES MAY BE
REQUIRED IN THE FIELD BY THE INSPECTOR.
2. IF SITE REMAINS INACTIVE FOR A PERIOD OF 2 WEEKS,
THEN STABILIZATION IS REQUIRED TO TAKE PLACE IN THE
FORM OF TEMPORARY SEEDING, MULCH, OR SPRAY ON
POLYMER.
NO EARTH DISTURBING ACTIVITIES MAY TAKE PLACE
WITHOUT AN APPROVED STORM WATER MANAGEMENT
PERMIT.
ANY DISCHARGE OF CONTAMINATED WATER DUE TO
DEWATERING SHALL OUTLET THROUGH EXISTING
VEGETATION OR FILTER BAGS THAT WILL NOT
ADVERSELY IMPACT STORM WATER QUALITY.
Silt Fence
DO NOT MOW SIGN
DO NOT MOW ORSPRAY
EXISTING
BMP WET POND WITH
NATURE BANKS,
WETLAND SHELF
S:
\
5
5
9
6
0
P
U
L
-
S
3
\
D
W
G
\
C
3
0
4
P
e
r
m
a
n
e
n
t
S
W
P
P
P
l
a
n
.
d
w
g
,
8
/
2
/
2
0
1
3
8
:
2
7
:
5
6
A
M
,
K
G
i
l
s
o
n
,
1
:
1