C010.1_SWPPPX
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WEST LINE
SW 1/4
SEC 6, T17N, R3E
HAMILTON COUNTY
78.69'
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TEMPORARY SITE
BENCHMARK 2
SANITARY SEWER
FORCE MAIN SIGN
E
UGE
UGE
UGE
UGE
UGE
UGE
UGE
TX
WW
COTYPE 2
COTYPE 2
COTYPE 2
COTYPE 2
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COTYPE 2
COTYPE 2
CO
CO
G
G
G
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G
G
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G
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GGGGGGGG
CO
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CO
W
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9
0
0
900
901
901
900
900
901
901
900
900
901
900
89
7
89
7898
89
8
899
901
900
90
1901
90
0
9
0
1
9
0
2
90
0
89
8
898
89
9
9
0
1
9
0
2
900
90
0
898
898
89
9
1"=
STORMWATER POLLUTION PREVENTION PLAN
30'030'
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ISSUANCES
REVISIONS
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If this document is sealed and signed in a digital
or electronic format and is received from someone
other than the sealing professional identified in
the document, you must contact the sealing
professional in writing to validate authenticity of
the document. The sealing professional disclaims
the seal and signature and shall not be liable for
any liability associated with it where the
authenticity of any digital or electronic seal or
signature has not been validated in this manner.
NO.DATE DESCRIPTION
6/1
3
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DRAWN BY
PROFESSIONAL
PROJECT MANAGER
FILE NUMBER
CHECKED BY
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70050012
JPM
REVISED PLANS FOR REVIEW
06/13/2019
R
E
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D
.
C1.1
STORMWATER
POLLUTION
PREVENTION
PLAN
JRS
70050012
CALL 811 NOTE:
www.CALL811.com
CONTRACTOR TO CONTACT 811
SERVICE AT LEAST 3 WORKING
DAYS PRIOR TO CONSTRUCTION,
TO CONFIRM LOCATION OF
EXISTING UTILITIES. DIAL 811.
PROPOSED
CHRISTIAN BROTHERS AUT
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M
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T
I
V
E
FINISHED FLOOR ELEV = 901
.
5
0
M
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C
H
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G
A
N
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O
A
D
(
U
S
-
4
2
1
)
1.INSTALL EROSION CONTROL MEASURES AT THE LIMITS OF EARTHWORK PRIOR
TO THE START OF ANY EARTHWORK OPERATIONS. ALL OTHER EROSION
CONTROL MEASURES SHALL BE INSTALLED IN CONJUNCTION WITH THE
CONSTRUCTION SCHEDULE AND SEQUENCE AND SHALL BE INSTALLED IN
STRICT ACCORDANCE WITH THE PLANS AND SPECIFICATIONS.
2.MAINTAIN ALL EROSION CONTROL INSTALLATIONS DURING THE COURSE OF
CONSTRUCTION. MAKE INSPECTIONS AFTER EACH STORM EVENT AND REPAIR
OR REPLACE ANY DAMAGE. REMOVE ACCUMULATED SEDIMENT FROM
SEDIMENT BASINS TO MAINTAIN EFFECTIVENESS OF EROSION CONTROL
INSTALLATIONS. REPAIR ANY ERODED AREAS ON SLOPES OR NEAR SILT
FENCE. REGRADE AND RESEED ANY TEMPORARY SEEDED AREAS AS
NECESSARY TO PREVENT EROSION.
3.THE EROSION CONTROL MEASURES INDICATED ON THIS PLAN ARE BASED ON
THE IDEM INDIANA STORM WATER QUALITY MANUAL. THE SOIL EROSION AND
SEDIMENTATION CONTROLS SHALL BE INSTALLED AND MAINTAINED PER
PLANS AND SPECIFICATIONS
4.KEEP PUBLIC ROADWAYS CLEAR OF ACCUMULATED SEDIMENT. SEDIMENTS
SHALL BE REMOVED IMMEDIATELY UPON ENTERING PUBLIC ROADWAYS AND
SHALL BE RETURNED TO THE LIKELY POINT OF ORIGIN. SEDIMENTS SHALL
NOT BE FLUSHED OR WASHED FROM THE AREA WITH WATER.
5.INLET PROTECTION TO BE CATCH-ALL INLET PROTECTOR BY MARATHON
MATERIALS, INC. OR APPROVED EQUAL FOR ALL STORM INLETS (SEE SESC
KEYING LEGEND, IP).
6.ALL LAWN AREAS TO RECEIVE SOD. REFER TO LANDSCAPE PLAN.
7.SILT FENCE TO BE NUTEC 3-NWS 6 NON-WOVEN FABRIC OR APPROVED EQUAL.
CONTRACTOR SHALL INSTALL AND MAINTAIN SILT FENCE AROUND ALL
SUBSOIL SPOIL AND TOPSOIL STOCKPILE AREAS. ALL SOIL PILES SHALL BE
SEEDED WITH APPROVED SEED MIXTURES AND BE LOCATED AWAY FROM ANY
DOWNSLOPE STREET, DRIVEWAY, DITCH OR DRAINAGE WAY.
8.REMOVE TEMPORARY CONTROL MEASURES AS FOLLOWS:
PAVEMENT AREAS - MAINTAIN IN SERVICE UNTIL PREPARATION
FOR PLACEMENT OF BITUMINOUS LEVELING COURSES
LAWN AREAS - REMOVE AFTER LAWN IS WELL
ESTABLISHED AND ROOTED
9.SILT FENCE SHALL BE INSPECTED AND REPAIRED ONCE A WEEK AND AFTER
EVERY RAIN. SEDIMENT SHALL BE REMOVED IF DEPOSITS REACH HALF THE
FENCE HEIGHT.
10.CONTRACTOR SHALL INSTALL AN ACCESS DRIVE ENTRANCE USING CRUSHED
AGGREGATE PER DETAIL ON C304
11.CONTRACTOR WILL BE RESPONSIBLE FOR ALL TEMPORARY SOIL EROSION.
OWNER WILL BE RESPONSIBLE FOR PERMANENT SOIL EROSION CONTROL.
12.DUST CONTROL SHALL BE PROVIDED BY MEANS OF WATER DISTRIBUTION ON
A REGULAR BASIS OVER AREAS THAT COULD POTENTIALLY PRODUCE DUST
CONDITIONS.
13.UPON CONSTRUCTION, ALL SLOPES SHOULD BE IMMEDIATELY STABILIZED AND
SEEDED.
INSTALL AND MAINTAIN TEMPORARY EROSION CONTROLS
TOPSOIL STRIPPING & STOCKPILING
ON-SITE UTILITIES
SITE GRADING & EARTHWORK
TOPSOIL SPREADING
PERMANENT SEEDING
PARKING LOT BASE & PAVING
JU
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Y
'
1
9
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NO
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JA
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'
1
9
FE
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MA
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AP
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MA
Y
THIS CONSTRUCTION SCHEDULE IS PROVIDED TO INDICATE ANTICIPATED START DATES FOR SITE DISTURBANCE AND ANTICIPATED
COMPLETION DATES FOR SITE STABILIZATION AS REQUIRED BY GOVERNING AGENCY FOR SOIL EROSION AND SEDIMENTATION
CONTROL. EXACT START AND COMPLETION DATES FOR EACH ACTIVITY SHOULD BE COORDINATED WITH THE CONSTRUCTION
MANAGER.
PS
MB
SF
IP
GCE
MB
GCE
RESPONSIBLE PARTY FOR ON-SITE SESC
CONCTRACTOR: _____________________
RESPONSIBLE PERSON: ______________
PHONE: ________________
EROSION CONTROL NOTES
PS
PS
PS
PS
PS
SF
SF
SF
SF
IP
IP
IP
IP
IP
IP
STOCKPILE
AND STAGING AREA
SF
SF
LAND DISTURBANCE DELINEATION / CONSTRUCTION LIMITS
TOTAL DISTURBANCE AREA = 1.38 ACRES
IP
IP
SEE "MICHIGAN ROAD RETAIL
SITE DEVELOPMENT PLANS"
FOR REDD ROAD SWPPP
CONTROL MEASURES
GENERAL NOTES
1.THERE WILL BE NO DIRECT DISCHARGE FROM THE SITE. THE SITE IS 1,000 FT
FROM THE NEAREST WATER BODY WHICH IS A DETENTION BASIN AND 2, 600 FT
FROM THE NEAREST RIVER, "LONG BRANCH".
2.NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED
STORM WATER MANAGEMENT PERMIT.