HomeMy WebLinkAbout11100 Queens Way Circle - Carmel Submittal - 09-27-2021FINISHED
FLOOR
ELEV. =
861.30±
PRO
P
O
S
ED
IRR
E
G
U
L
ARDRA
I
N
A
G
E
E
A
S
EM
E
NT
(2
0'
A
BO
V
E
T
OP
O
F
B
A
N
K
)
PROPOSED PRIVATE POND
POND WATER SURFACE
Elev. = 852.40
10yr = 852.70
100yr = 853.10
Top of Bank = 855.10
Bottom of Pond = 842.40
11110 Queens Way Circle
Mr. Forrest Lucas
11090 Queens Way Circle
Ms. Eleonora Anastasia
11101 Queen's
Way Circle
Mr. Bertram
Graves
11134 Estancia Way
11116 Estancia Way
11085 Queen's
Way Circle
Mr. Keith
Koorsen
30' DRAI NAGE A
N
D
UTI LITY EASEM
E
N
T
MIN. FLOOD
PROTECTION
GRADE =
855.10
PRIVATE RESIDENTIAL POND
SITE CONSTRUCTION PLANS FOR
11100 QUEENS WAY CIRCLE
LOCATION MAP
NOT TO SCALE
SOIL MAP
NOT TO SCALE
CARMEL, INDIANA 46032
CLAY TOWNSHIP, HAMILTON COUNTY
FIRM 18057 C 0208 G
EFFECTIVE DATE: NOVEMBER 19, 2014
NOT TO SCALE
FLOOD INFORMATION NOTE:
THIS LOT LIES WITHIN FLOOD ZONE "X" AND SHADED ZONE
"X" AS SCALED FROM THE FLOOD INSURANCE RATE MAP
(FIRM) FOR HAMILTON COUNTY, INDIANA, COMMUNITY
NAME, CITY OF CARMEL, COMMUNITY NUMBER, 18057C,
PANEL NUMBER 0208G, DATED NOVEMBER 19, 2014.
SITE
21-28-01
Sheet Number
Project Number
Certified By
Date: 09/27/2021
1-800-382-5544Red Barn Engineering Company, LLCCivil Engineering Consulting Services317.677.6797www.RedBarnEngineeringCo.comChris@RedBarnEngineeringCo.comNEW POND CONSTRUCTION11100 QUEENS WAY CIRCLECARMEL, INDIANA 46032Prepared For:Mr. Jacob Gorden - 317.660.420011100 Queens Way CircleCarmel, Indiana 46032C1COVER SHEETPROJECT CONTACTS
CITY OF CARMEL ENGINEERING DEPARTMENT
CARMEL CITY HALL, FIRST FLOOR
ONE CIVIC SQUARE
CARMEL, IN 46032
ALEX JORDAN - 317.571.2305
OWNER:
JACOB GORDEN
9613 TURNBERRY COURT
CARMEL, IN 46032
317.660.4200
DESIGN DATA:
NUMBER OF LOTS: 1 TOTAL
PROPERTY AREA: 251,420 SF (5.76 ACRES)
DISTURBED PROJECT AREA: 45,000 SF (1.03 ACRES)
CIVIL DRAWING SHEET INDEX
COVER SHEET
DESCRIPTIONSHEET
NO.
GRADING / DRAINAGE PLANC3.1
C4.1
1 inch = 50 ft.
0 25 50
( IN FEET)
C1
STORMWATER POLLUTION PREVENTION PLAN (SWPPP)
C4.2 STORMWATER POLLUTION PREVENTION PLAN (SWPPP) DETAILS
C4.3 STORMWATER POLLUTION PREVENTION PLAN (SWPPP) NOTES
EXISTING
SINGLE FAMILY
RESIDENCE
YbvA - Brookston Sitly Clay Loam - 0 to 2% slopes
YclA - Crosby Silt Loam - 0 to 2% slopes
YmsB2 - Miami Silt Loam - 2 to 6% slopes, eroded
Topographic Note:
The topographic data was gathered using standard radial surveying
techniques with an Electronic total station and data collector.
Elevations on hard surfaces or structures are accurate to within
0.05 feet, elevations on natural surfaces are accurate to within 0.1
feet. Contours are plotted based upon interpolation of spot
elevations shown hereon and are accurate to generally within one
half the contour interval.
SITE
LEGAL DESCRIPTION
LOT NUMBER 5 IN QUEENS MANOR, SECTION 1, AN ADDITION
IN HAMILTON COUNTY, INDIANA, AS PER PLAT THEREOF
RECORDED IN PLAT BOOK 8 PAGES 140-141 FOUND IN THE
OFFICE OF THE RECORDER OF HAMILTON COUNTY, INDIANA.DITCH ROAD106TH STREET
116th STREET
MERIDIAN STREETSITE
EXISTING
SINGLE FAMILY
RESIDENCE
OPEN LOT
(ZONED S-1 -
SINGLE FAMILY
RESIDENCE)
OPEN LOT
(ZONED S-1 -
SINGLE FAMILY
RESIDENCE)
STORM SEWER PLAN AND PROFILEC3.2
C5 SITE DETAILS
09/29/21
FINISHED
FLOOR
ELEV. =
861.30±220 LF 12" HDPE STORMSEWER @ 0.35%PRO
P
O
S
ED
IRR
E
G
U
L
ARDRA
I
N
AG
E
E
A
S
EM
E
NT
(2
0
'
A
BO
V
E
TO
P
O
F
B
A
N
K
)
STRUCTURE #701
INLET TYPE A WITH
NEENAH R-4342 CASTING
TOP OF CASTING - 852.80
INVERT (NE) - 850.70
INVERT (SW) - 850.60
STRUCTURE #703
POND OUTLET STRUCTURE
INLET TYPE E WITH
NEENAH R-4215-C CASTING
TOP OF CASTING - 854.10
INVERT - 852.40
SUMP - 850.40
STRUCTURE #700
METAL FLARED END SECTION
INVERT - 849.80
PROPOSED PRIVATE POND
POND WATER SURFACE
Elev. = 852.40
10yr = 852.70
100yr = 853.10
Top of Bank = 855.10
Bottom of Pond = 842.40
233 LF
1
2
"
HDPE S
T
O
R
M
SEWER
@
0
.
3
5
%
233 LF
1
2
"
H
D
P
E
S
T
O
R
M
SEWER
@
0
.
35%
STRUCTURE #702
INLET TYPE A WITH
NEENAH R-4342 CASTING
TOP OF CASTING - 853.80
INVERT (NORTH) - 851.60
INVERT (SW) - 851.50
853
854855854853
854
8548538
5
3
85
4
85420' WIDE EMERGENCY
SPILLWAY
BOTTOM ELEV = 853.10
TOP ELEV = 853.50
11110 Queens Way Circle
Mr. Forrest Lucas
11090 Queens Way Circle
Ms. Eleonora Anastasia
11101 Queen's
Way Circle
Mr. Bertram
Graves
11134 Estancia Way
Ms. Janet Nine
11116 Estancia Way
Mr. Ricky Wallace
11085 Queen's
Way Circle
Mr. Keith
Koorsen FLOOD ROUTEFLOOD ROUTEFLOOD ROUTE
FLOOD ROUTE
FLOOD R
O
U
T
E
F
LOOD
RO
UT
E
850.00
851.00
852.00
852.35
853.00
30' DRA
I
N
A
G
E
A
N
D
UTILITY
E
A
S
E
M
E
N
T
851852 85385585585585
5
854
85
5
8
5
3
853854
855
MIN. FLOOD
PROTECTION
GRADE =
855.10
0.50%
0.50%0.50%0.50%VOLCANO III 5.5HP
ETNA AERATOR
LOT 4
LOT 5
T.P.
S
E.T.20' D.S
.
&
U.
E.
7
5
'
BU
I
L
D
I
NG
L
IN
E
75.0'20.0'50' D. & U. E.50' D. & U. E.GRASS
GRASS
GRASS
1.1'8
5
7
856
855
854
8
5
3
8
53
8
54
85 4 854
8
5
5
855
856
854
8
5
4
855
85
6
857
8
5
6
85
5
855
854
857
85
7
3
1
.
5
'
±7.58 Acr.
1 5' D. & U
.
E
.
15' D. & U
.
E
.20' D.S. & U. E.
1 inch = 40 ft.
GRADING / DRAINAGE PLAN
Scale: 1" = 40'C3.1GRADING / DRAINAGE PLAN21-28-01
Sheet Number
Project Number
Certified By
Date: 09/27/2021
1-800-382-5544Red Barn Engineering Company, LLCCivil Engineering Consulting Services317.677.6797www.RedBarnEngineeringCo.comChris@RedBarnEngineeringCo.comNEW POND CONSTRUCTION11100 QUEENS WAY CIRCLECARMEL, INDIANA 46032Prepared For:Mr. Jacob Gorden - 317.660.420011100 Queens Way CircleCarmel, Indiana 460320 25 40
( IN FEET)
GRADING NOTES
1. ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO THE CITY OF
CARMEL STANDARDS.
2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO STARTING
CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD
DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM THE
ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER
IMMEDIATELY.
3. THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN EXCAVATING
IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT. VERIFY COVER
REQUIREMENTS BY UTILITY CONTRACTORS AND/OR UTILITY COMPANIES SO AS NOT
TO CAUSE DAMAGE.
4. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 72 HOURS BEFORE
CONSTRUCTION IS TO START, TO VERIFY IF ANY UTILITIES ARE PRESENT ON SITE.
ALL VERIFICATIONS (LOCATION, SIZE AND DEPTH) SHALL BE MADE BY THE
APPROPRIATE UTILITY COMPANIES. WHEN EXCAVATING IS AROUND OR OVER
EXISTING UTILITIES, THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO A
REPRESENTATIVE OF THAT UTILITY COMPANY CAN BE PRESENT TO INSTRUCT AND
OBSERVE DURING CONSTRUCTION.
5. TRENCHES FOR ALL UTILITY LINES SHALL BE BACKFILLED COMPLETELY WITH
ENGINEERED GRANULAR MATERIAL IF WITHIN 5 FEET OF PAVEMENT.
6. AFTER STRIPPING TOPSOIL MATERIAL, PROOFROLL WITH A MEDIUM WEIGHT ROLLER
TO DETERMINE LOCATIONS OF ANY POCKETS OF UNSUITABLE MATERIAL. THE
NECESSITY FOR SUBDRAINS AND/OR REMOVAL OF ANY UNSUITABLE MATERIAL
WITHIN THE PROPOSED PARKING AREAS WILL BE DETERMINED AT THE TIME OF
CONSTRUCTION.
7. PROVIDE POSITIVE DRAINAGE WITHOUT PONDING, IN ALL AREAS, AFTER
INSTALLATION, CONTRACTOR TO TEST FOR, AND CORRECT, IF ANY, "BIRD BATH"
CONDITIONS.
8. ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL PAVEMENT AND FINAL GRADE
ELEVATIONS.
9. SEE APPROPRIATE DETAILS TO DETERMINE SUBGRADE ELEVATIONS BELOW FINISH
GRADE ELEVATIONS INDICATED.
10. ALL PROPOSED STORM SEWER AND DRAINAGE APPURTENANCES SHALL BE IN
CONFORMANCE WITH THE CITY OF CARMEL STORMWATER TECHNICAL STANDARDS
MANUAL, LATEST EDITION. DISCREPANCIES BETWEEN THE PLANS AND THE MANUAL
SHALL NOT ALLEVIATE THE CONTRACTOR FROM ADHERING TO THE REQUIREMENTS
AS SET FORTH IN THE MANUAL.
11. CONTOURS SHOWN ARE BASED ON NAVD 1988 AND NAD 83 DATUMS. CONTRACTOR TO
VERIFY ALL ELEVATIONS SHOWN PRIOR TO BEGINNING CONSTRUCTION.
12. ALL STORM SEWER CASTINGS TO BE PRE-STAMPED WITH APPROPRIATE MESSAGE
PER HAMILTON COUNTY STANDARD DETAIL DRAWINGS.
MIN.12"
4"
OD
1.25 OD + 12"MINIMUM WIDTH =
ID
ID = INSIDE DIAMETER OF PIPE
OD = OUTSIDE DIAMETER OF PIPE
LEGEND
NOTES:
1.
2.
PVC & HDPE Pipe Bedding Detail
Not To Scale
"B" BORROW OR EQUIVALENT GRANULAR
MATERIAL COMPACTED TO 95% MODIFIED
PROCTOR DENSITY TO TOP OF TRENCH IF LESS
THAN OR WITHIN 5' OF EDGE OF PAVEMENT. IF
GREATER THAN 5' FROM EDGE OF PAVEMENT,
AREA TO BE BACKFILLED WITH CLEAN MATERIAL
THAT SHALL CONTAIN NO MORE THAN 10%
PASSING A No. 200 SEIVE.
MIN. 6" TOPSOIL TO ENSURE
GRASS GROWTH IF NOT UNDER
PAVEMENT
5' MINIMUM FOR
GRANULAR BACKFILL
EDGE OF PAVEMENT, CURB
GUTTER OR SIMILAR STRUCTURE
IN THE PUBLIC RIGHT OF WAY
#8 STONE OR APPROVED EQUIVALENT.
BEDDING MATERIAL HAND TAMPED OR
WALKED INTO PLACE TO A MIN. OF 12"
ABOVE TOP OF PIPE.
ALL INITIAL BACKFILL SHALL BE
INSTALLED IN 6" TO 12" BALANCED LIFTS.
A MINIMUM 9" OF CLEARANCE SHALL BE
PROVIDED ON EACH SIDE OF THE
INSTALLED PIPE.
PROPERTY BOUNDARY
LEGEND
PROPOSED SPOT ELEVATION
EXISTING SPOT ELEVATION
(MATCH EXISTING)
PROPOSED SWALE
TW:876.20
BW:875.70
877.30
PROPOSED TOP OF WALL / BOTTOM
OF WALL ELEVATION
EXISTING CONTOUR
PROPOSED CONTOUR639
TC:876.20
BC:875.70
PROPOSED TOP OF CURB / BOTTOM
OF CURB ELEVATION
±
SSD CONNECTION
(4' MAX. DEPTH)
24"
24" 6"
6" 24"6"8" Precast Type A Inlet
Not To Scale
NON SHRINK GROUT
NON SHRINK GROUT
MAX. OPENING 4"
GREATER THAN
O.D. OF PIPE
6" COMPACTED
#53 STONEVARIES -SEE PLANTOP OF
CASTING
(SEE PLAN FOR
CASTING TYPE)
30"
NON SHRINK GROUT
OF PIPE
4" GREATER
THAN O.D.
MAX.
OPENING
VARIABLE
HOLE SIZE
36" LONG
2 #4 BARS
6"
6" COMPACTED
#53 STONE
6" (TYP.)8"42"30"CROSS SECTION
PLAN VIEW 3.10'34 1/2"x34 1/2",
1" DEEP RECESS
42"
NEENAH R-4215-C GRATE
(OR APPROVED EQUIVALENT)
12" O.C., E.W.
#4 REBAR AT
6" TOPSOIL WEIR OPENING
SEE DETAIL
TOR=854.10
BOTTOM=850.40
INV=852.40
852.40
12" STORM
OUTLET
WEIR OPENING DETAIL
DETENTION
POND
(SEE PLANS FOR GRADING)
TOR=854.10
POND ELEVATION
AT STRUCTURE
POND NORMAL POOL
INV=852.40
WEIR OPENING
4.0" DIA.
NON SHRINK GROUT
30"
Detention Basin Outlet Structure Detail
Not To Scale
INDOT TYPE "E" INLET
POND SUMMARY
WETLANDS - NONE
100-YEAR FLOODPLAIN - NONE
PRIVATE DRAINAGE SYSTEM
NORMAL POOL - 852.40
10-YEAR ELEVATION - 852.70
100-YEAR ELEVATION - 853.10
POND BOTTOM - 844.40
SPILLWAY ELEVATION - 853.10
TOP OF BANK - 855.10
DRAINAGE SUMMARY
SITE ACREAGE - 5.76ac
DRAINAGE POND ACREAGE - 2.75ac
ALLOWABLE 10-YEAR RELEASE RATE - 0.27cfs
DEVELOPED 10-YEAR RELEASE RATE - 0.15cfs (with 4" orifice)
ALLOWABLE 100-YEAR RELEASE RATE - 0.82cfs
DEVELOPED 100-YEAR RELEASE RATE - 0.31cfs (with 4" orifice)
VOLUME OF DETENTION REQUIRED - 25,853cuft
VOLUME OF DETENTION PROVIDED - 26,102cuft
STORM SEWER STRUCTURE DATA TABLE
NO. TYPE TYPE
PIPE
L.F. SIZE TYPE
ELEVATIONS
UP DOWN REMARKST.O.C. (%) TO STR.
Str. No. 700
849.80
-
Str. No. 701 233 HDPE 852.80 0.35
N/A
R-4342
STR. STRUCTURE CASTING GRADE CONNECT
700
Str. No. 702 233 HDPE
851.60
0.35 701
Str. No. 703 220 HDPE 853.10
850.70
0.35 702
853.80
12"
12"
12"
851.50
850.60
852.40
End Section
Storm Inlet Type A
Storm Inlet Type A
Storm Inlet Type E
R-4342
R-4215-C
09/29/21
FINISHED
FLOOR
ELEV. =
861.30±220 LF 12" HDPE STORMSEWER @ 0.35%PRO
P
O
S
ED
IRR
E
GU
L
ARDRA
I
N
A
G
E
E
A
S
EM
E
NT
(2
0
'
A
B
O
V
E
TO
P
O
F
B
A
N
K
)
STRUCTURE #701
INLET TYPE A WITH
NEENAH R-4342 CASTING
TOP OF CASTING - 852.80
INVERT (NE) - 850.70
INVERT (SW) - 850.60
STRUCTURE #703
POND OUTLET STRUCTURE
INLET TYPE E WITH
NEENAH R-4215-C CASTING
TOP OF CASTING - 854.10
INVERT - 852.40
SUMP - 850.40
STRUCTURE #700
METAL FLARED END SECTION
INVERT - 849.80
PROPOSED PRIVATE POND
POND WATER SURFACE
Elev. = 852.40
10yr = 852.70
100yr = 853.10
Top of Bank = 855.10
Bottom of Pond = 842.40
233 LF
12" HDPE S
T
O
R
M
SEWER
@
0
.
3
5
%
233 LF 12" HD
P
E
S
T
O
R
M
SEWER
@ 0.35%
STRUCTURE #702
INLET TYPE A WITH
NEENAH R-4342 CASTING
TOP OF CASTING - 853.80
INVERT (NORTH) - 851.60
INVERT (SW) - 851.50
853
854855854853
854
8548538
5
3
85
4
85420' WIDE EMERGENCY
SPILLWAY
BOTTOM ELEV = 853.10
TOP ELEV = 853.50
11110 Queens Way Circle
Mr. Forrest Lucas
11090 Queens Way Circle
Ms. Eleonora Anastasia
11101 Queen's
Way Circle
Mr. Bertram
Graves
Ms. Janet Nine
11116 Estancia Way
Mr. Ricky Wallace
11085 Queen's
Way Circle
Mr. Keith
Koorsen FLOOD ROUTEFLOOD ROUTEFLOOD ROUTE
FLOOD ROUTE
FLOOD ROUTE
F
L
OOD
ROUT
E
30' DRAI NAGE AND
UTILITY
E
A
S
E
M
E
N
T
851852 85385585585585
5
85
4
85
5
85
3
853854
85 5
MIN. FLOOD
PROTECTION
GRADE =
855.10
VOLCANO III 5.5HP
ETNA AERATOR
LOT 6
LOT 5
T.P.
T.P.T.P.
S
E.T.20' D.S.
& U
. E.
2
0
'
D.S.
& U.
E.
7
5
'
BU
I
LD
I
NG
L
I
NE
75.0'20.0'50' D. & U. E.GRASS
854
8
5
3
8
5
2
8
5
1
8
53
8
53
8
54
854 854
8
5
5
855
856
854
8
5
4
855
85
6
857
8
5
6
85
5
85
7
3
1
.
5
'
91
.
73
15' D. & U. E.
15' D. & U. E.20'
D
.S. & U
. E
.ElevationStation
840
845
850
855
860
865
840
845
850
855
860
865
-0+25 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 7+50
-0+250+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 7+50
Proposed Ground
220 LF 12" HDPE STORM
SEWER @ 0.35%
233 LF 12" HDPE STORM
SEWER @ 0.35%
233 LF 12" HDPE STORM
SEWER @ 0.35%STRUCTURE #700METAL FLAREDEND SECTIONINVERT - 849.80STRUCTURE #701INLET TYPE A WITHNEENAH R-4342 CASTINGTOP OF CASTING - 852.80INVERT (NE) - 850.70INVERT (SW) - 850.60STRUCTURE #702INLET TYPE A WITHNEENAH R-4342 CASTINGTOP OF CASTING - 853.80INVERT (NORTH) - 851.60INVERT (SW) - 851.50STRUCTURE #703 PONDOUTLET STRUCTURE INLETTYPE E WITH NEENAHR-4215-C CASTINGTOP OF CASTING - 854.10INVERT - 852.40SUMP - 850.40Proposed Ground
Existing Ground Existing Ground
POND N.P. = 852.40
1 inch = 50 ft.
STORM PLAN AND PROFILE
Scale: 1" = 50'C3.2STORM PLAN AND PROFILE21-28-01
Sheet Number
Project Number
Certified By
Date: 09/27/2021
1-800-382-5544Red Barn Engineering Company, LLCCivil Engineering Consulting Services317.677.6797www.RedBarnEngineeringCo.comChris@RedBarnEngineeringCo.comNEW POND CONSTRUCTION11100 QUEENS WAY CIRCLECARMEL, INDIANA 46032Prepared For:Mr. Jacob Gorden - 317.660.420011100 Queens Way CircleCarmel, Indiana 460320 25 50
( IN FEET)
GRADING NOTES
1. ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO THE CITY OF
CARMEL STANDARDS.
2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO STARTING
CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD
DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM THE
ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER
IMMEDIATELY.
3. THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN EXCAVATING
IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT. VERIFY COVER
REQUIREMENTS BY UTILITY CONTRACTORS AND/OR UTILITY COMPANIES SO AS NOT
TO CAUSE DAMAGE.
4. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 72 HOURS BEFORE
CONSTRUCTION IS TO START, TO VERIFY IF ANY UTILITIES ARE PRESENT ON SITE.
ALL VERIFICATIONS (LOCATION, SIZE AND DEPTH) SHALL BE MADE BY THE
APPROPRIATE UTILITY COMPANIES. WHEN EXCAVATING IS AROUND OR OVER
EXISTING UTILITIES, THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO A
REPRESENTATIVE OF THAT UTILITY COMPANY CAN BE PRESENT TO INSTRUCT AND
OBSERVE DURING CONSTRUCTION.
5. TRENCHES FOR ALL UTILITY LINES SHALL BE BACKFILLED COMPLETELY WITH
ENGINEERED GRANULAR MATERIAL IF WITHIN 5 FEET OF PAVEMENT.
6. AFTER STRIPPING TOPSOIL MATERIAL, PROOFROLL WITH A MEDIUM WEIGHT ROLLER
TO DETERMINE LOCATIONS OF ANY POCKETS OF UNSUITABLE MATERIAL. THE
NECESSITY FOR SUBDRAINS AND/OR REMOVAL OF ANY UNSUITABLE MATERIAL
WITHIN THE PROPOSED PARKING AREAS WILL BE DETERMINED AT THE TIME OF
CONSTRUCTION.
7. PROVIDE POSITIVE DRAINAGE WITHOUT PONDING, IN ALL AREAS, AFTER
INSTALLATION, CONTRACTOR TO TEST FOR, AND CORRECT, IF ANY, "BIRD BATH"
CONDITIONS.
8. ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL PAVEMENT AND FINAL GRADE
ELEVATIONS.
9. SEE APPROPRIATE DETAILS TO DETERMINE SUBGRADE ELEVATIONS BELOW FINISH
GRADE ELEVATIONS INDICATED.
10. ALL PROPOSED STORM SEWER AND DRAINAGE APPURTENANCES SHALL BE IN
CONFORMANCE WITH THE CITY OF CARMEL STORMWATER TECHNICAL STANDARDS
MANUAL, LATEST EDITION. DISCREPANCIES BETWEEN THE PLANS AND THE MANUAL
SHALL NOT ALLEVIATE THE CONTRACTOR FROM ADHERING TO THE REQUIREMENTS
AS SET FORTH IN THE MANUAL.
11. CONTOURS SHOWN ARE BASED ON NAVD 1988 AND NAD 83 DATUMS. CONTRACTOR TO
VERIFY ALL ELEVATIONS SHOWN PRIOR TO BEGINNING CONSTRUCTION.
12. ALL STORM SEWER CASTINGS TO BE PRE-STAMPED WITH APPROPRIATE MESSAGE
PER HAMILTON COUNTY STANDARD DETAIL DRAWINGS.
STORM PROFILE
Horizontal Scale: 1" = 50'
Vertical Scale: 1" = 5'
09/29/21
CONSTRUCTION
ENTRANCE
50'16'
SF
SF
WASHOUT
CONCRETE
FINISHED
FLOOR
ELEV. =
861.30±220 LF 12" HDPE STORMSEWER @ 0.35%PR
O
PO
S
ED
I
RR
E
G
U
L
A
RDR
A
I
N
A
G
E
E
A
S
EM
E
N
T
(
2
0
'
A
B
O
V
E
T
O
P
O
F
B
A
N
K
)
STRUCTURE #701
INLET TYPE A WITH
NEENAH R-4342 CASTING
TOP OF CASTING - 852.80
INVERT (NE) - 850.70
INVERT (SW) - 850.60
STRUCTURE #703
POND OUTLET STRUCTURE
INLET TYPE E WITH
NEENAH R-4215-C CASTING
TOP OF CASTING - 854.10
INVERT - 852.40
SUMP - 850.40
STRUCTURE #700
METAL FLARED END SECTION
INVERT - 849.80
PROPOSED PRIVATE POND
POND WATER SURFACE
Elev. = 852.40
10yr = 852.70
100yr = 853.10
Top of Bank = 855.10
Bottom of Pond = 842.40
233 LF
1
2
"
H
D
P
E
STORM
SEWER
@
0
.
3
5
%
233 LF
1
2
"
H
D
P
E
S
T
O
R
M
SEWER
@
0
.
3
5
%
STRUCTURE #702
INLET TYPE A WITH
NEENAH R-4342 CASTING
TOP OF CASTING - 853.80
INVERT (NORTH) - 851.60
INVERT (SW) - 851.50
8 53
8 54855854853
854
8548538
5
3
854
85420' WIDE EMERGENCY
SPILLWAY
BOTTOM ELEV = 853.10
TOP ELEV = 853.50
11110 Queens Way Circle
Mr. Forrest Lucas
11090 Queens Way Circle
Ms. Eleonora Anastasia
11101 Queen's
Way Circle
Mr. Bertram
Graves
11134 Estancia Way
Ms. Janet Nine
11116 Estancia Way
Mr. Ricky Wallace
11085 Queen's
Way Circle
Mr. Keith
Koorsen FLOOD ROUTEFLOOD ROUTEFLOOD
ROUTE
FLOOD RO
U
T
E
FLOOD ROU
T
E
F
LO
OD
ROUT
E
30' DR
A
I
N
A
G
E
A
N
D
UTILITY
E
A
S
E
M
E
N
T
851852 85385585585585
5
85
4
85
5
85
3
853 854
855
MIN. FLOOD
PROTECTION
GRADE =
855.10
VOLCANO III 5.5HP
ETNA AERATOR
EB
LOT 4
LOT 5
S 20'
D
.S
. & U.
E.
7
5'
BU
I
LD
I
NG
L
I
N
E
75.0'20.0'50' D. & U. E.50' D. & U. E.8
5
7
856
855
8
5
4 854
8
5
5
855
856
854
8
5
4
855
85
6
857
8
5
6
85
5
855
85485
857
85
7
±7.58 Acr.
15' D. & U. E
.
15' D. & U
.
E
.20' D.S. & U. E.
EB
EB
EB
SF
SF
SF
SF
SF SF
SF SF SF SF SF SFSFSFSFSFSFSFSF SF SFSF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF SF SF SF SFSFSF
SF
SF
SF
SF
SF
1 inch = 40 ft.
STORMWATER POLLUTION PREVENTION PLAN
Scale: 1" = 40'
PROPERTY BOUNDARY
EROSION CONTROL NOTES
EROSION CONTROL CONTACT
TO BE DETERMINED
317.XXX.XXXX
XX@XX.COM
PRECONSTRUCTION ACTIVITIES
1. CALL THE INDIANA UNDERGROUND PLANT PROTECTION SYSTEMS, I NC. (“HOLEY MOLEY” ) AT 811 TO
CHECK THE LOCATION OF AN EXISTING UTILITIES. THEY SHOULD BE NOTIFIED TWO WORKING DAYS
BEFORE CONSTRUCTION BEGINS.
2. A SILT FENCE SHALL BE I NSTALLED AT THE EDGES OF THE PROJECT SITE WHERE THERE IS POTENTIAL
FOR ANY STORMWATER RUNOFF AND AS DENOTED ON THE STORMWATER POLLUTION PREVENTION
PLAN. POTENTIAL AREAS ARE IDENTIFIED BASED ON EXISTING TOPOGRAPHY AROUND THE PERIMETER
OF THE SITE.
3. EVALUATE, MARK AND PROTECT IMPORTANT TREES AND ASSOCIATED ROOT ZONES. EVALUATE
EXISTING VEGETATION SUITABLE FOR USE AS FILTER STRIPS ALONG THE PERIMETER OF THE SITE.
4. A CONSTRUCTION ENTRANCE SHALL BE PLACED PER THE PLAN LOCATION.
5. ESTABLISH CONSTRUCTION STAGING AREA FOR EQUIPMENT AND VEHICLES AS FAR FROM STORM
SEWER INLETS AND SWALES AS POSSIBLE.
6. INSTALL TRASH DUMPSTER, CONCRETE WASHOUT AREA AND PLACE PORT-O-LET AS INDICATED ON
THE PLANS.
7. ESTABLISH ONSITE LOCATION FOR OWNER/OPERATOR/CONTRACTOR PLACEMENT OF APPROVED
PLANS AND INSPECTION DOCUMENTATION.
PROPOSED SILT FENCESF SF
CONSTRUCTION LIMITS
PERMANENT SODDING - TYPICAL
AFTER CONSTRUCTION IS
COMPLETED.
PS
DROP INLETS - FILTER BASKET
PROTECTION
C4.1STORMWATER POLLUTION PREVENTION PLANLEGEND
21-28-01
Sheet Number
Project Number
Certified By
Date: 09/27/2021
1-800-382-5544Red Barn Engineering Company, LLCCivil Engineering Consulting Services317.677.6797www.RedBarnEngineeringCo.comChris@RedBarnEngineeringCo.comNEW POND CONSTRUCTION11100 QUEENS WAY CIRCLECARMEL, INDIANA 46032Prepared For:Mr. Jacob Gorden - 317.660.420011100 Queens Way CircleCarmel, Indiana 460320 20 40
( IN FEET)
1. ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENT
STANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY OR
LOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION.
2. THE CONTRACTOR SHALL SWEEP THE CONSTRUCTION ENTRANCE DAILY TO
ENSURE SOILS AND DEBRIS ARE CLEARED FROM THE ENTRANCE.
3. ALL EXCAVATED SOIL MATERIAL SHALL BE MAINTAINED ONSITE UPON
EXCAVATION. THERE SHALL BE REMOVAL OF EXCAVATED MATERIAL FROM
THE SITE.
4. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES MAY BE REQUIRED
BY THE INSPECTOR.
5. A PRE-CONSTRUCTION MEETING WITH THE STORMWATER COORDINATOR, THE
OWNER, THE CONTRACTOR, AND APPOINTED "TRAINED INDIVIDUAL" WILL BE
REQUIRED BEFORE LAND DISTURBING COMMENCES. THIS INCLUDES SITE
DEMOLITION AND INSTALLATION OF STORMWATER BMPS.
6. CONTRACTOR TO PROVIDE A STABLE TEMPORARY CONSTRUCTION DRIVE
CONDITION FROM THE CONSTRUCTION SITE TO KEEP MUD AND SEDIMENT OFF
PUBLIC ROADS. CONTRACTOR TO SWEEP THE EXISTING ROADS TO MAINTAIN
CLEAN TRAVEL LANES.
7. EROSION CONTROL MAINTENANCE - SITE TO BE INSPECTED AT LEAST ONCE A
WEEK AND MAKE REPAIRS IMMEDIATELY AFTER PERIODS OF 1/2" RAINFALL OR
GREATER.
8. ANY DISCREPANCIES OR CONFLICTS WHICH BECOME APPARENT BEFORE OR
DURING CONSTRUCTION SHALL BE BROUGHT TO THE ATTENTION OF THE
ENGINEER OF RECORD IMMEDIATELY SO THAT CLARIFICATION OR REDESIGN
MAY OCCUR.
CONSTRUCTION FENCE DETAIL
TO 4" BELOW
EXTEND FABRIC
SURFACE
FLOW
FILTER FABRIC
NOT TO SCALE
24"WOOD POST
GEOTEXTILE
NON WOVEN
FABRIC RECOMMENDATIONS
MANUFACTURER
SPACE POSTS PER
NOTES:
POSTS SHALL HAVE A MINIMUM LENGTH OF 36 INCHES PLUS BURIAL DEPTH. POST
MATERIAL SHALL BE WOOD, STEEL, OR SYNTHETIC, AND SHALL BE OF SUFFICIENT
STRENGTH TO RESIST DAMAGE DURING INSTALLATION AND TO SUPPORT APPLIED
LOADS.
FABRIC SHALL BE A WOVEN GEOTEXTILE FABRIC CONSISTING OF STRONG, ROT
RESISTANT, MATERIALS RESISTANT TO DETERIORATION FROM ULTRAVIOLET AND
HEAT EXPOSURE.
WRAP END POSTS TOGETHER ONE FULL TURN WHEN JOINING SILT FENCE ENDS.
DEBRIS GUARD DETAIL
NOT TO SCALE
CONCRETE WASHOUT BMP
NOT TO SCALE
PLAN
TYPE "ABOVE GRADE"
WITH STRAW BALES
STAKE (TYP.)
STRAW BALE (TYP.)10 MIL
PLASTIC LINING
10' MIN.VARIESBB
STAPLE DETAIL4"2"
1/8" DIA.
STEEL WIRE
SIGN DETAIL
CONCRETE WASHOUT
(OR EQUIVALENT)
PLYWOOD
48" X 24"
PAINTED WHITE
BLACK LETTERS
6" HEIGHT
0.5" LAG
SCREWS
WOOD POST
3" X 3" X 8'
SECTION B-B
PLASTIC LINING
10 MIL BINDING WIRE
STRAW BALE
STAPLES
(2 PER BALE)
NATIVE MATERIAL
(OPTIONAL)
WOOD OR METAL
STAKES (2 PER BALE)
NOTES:
1. ACTUAL LAYOUT DETERMINED IN FIELD.
2. THE CONCRETE WASHOUT SIGN SHALL BE INSTALLED WITHIN
30' OF THE TEMPORARY CONCRETE WASHOUT FACILITY.
3. THE CONCRETE WASHOUT AREA SHALL BE INSTALLED A
MINIMUM OF 50' FROM ANY DOWNSTREAM STORM DRAINS,
OPEN DITCHES OR WATER BODIES.
CONCRETE WASHOUT
PROPOSED SWALE
EROSION CONTROL BLANKET -
NORTH AMERICAN GREEN S-75
(OR APPROVED EQUIVALENT).EB
09/29/21
1. INSPECT ENTRANCE AREA WEEKLY AND AFTER STORM EVENTS OR HEAVY USE.
2. IMMEDIATELY REMOVE MUD AND SEDIMENT TRACKED OR WASHED ONTO PUBLIC ROADS BY BRUSHING
OR SWEEPING. FLUSHING SHOULD ONLY BE USED IF THE WATER IS CONVEYED INTO A SEDIMENT
TRAP OR BASIN.
3. REPAIR ANY BROKEN ROAD PAVEMENT IMMEDIATELY.
1. INSPECT THE SILT FENCE PERIODICALLY AND AFTER EACH STORM EVENT.2. INSPECT PERIODICALLY
FOR DETERIORATION OR DAMAGE FROM CONSTRUCTION ACTIVITIES AND REPAIR IMMEDIATELY.
2. IF FENCE FABRIC TEARS, STARTS TO DECOMPOSE, OR IN ANY WAY BECOMES INEFFECTIVE, REPLACE
THE AFFECTED PORTION IMMEDIATELY.
3. REMOVE DEPOSITED SEDIMENT WHEN IT REACHES HALF THE HEIGHT OF THE FENCE AT ITS LOWEST
POINT OR IS CAUSING THE FABRIC TO BULGE.
4. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEAN OUT.
5. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE THE FENCE AND
SEDIMENT DEPOSITS, BRING THE DISTURBED AREA TO GRADE, AND STABILIZE.
SILT FENCE MAINTENANCE REQUIREMENTS:
CONSTRUCTION ENTRANCE MAINTENANCE REQUIREMENTS:
EROSION CONTROL MEASURES MAINTENANCE REQUIREMENTS
TEMPORARY SEEDINGS
SPRING OATS
WHEAT OR RYE
TYPE OF SEED
ANNUAL RYEGRASS 1 LB.
2.3 LBS.
3.5 LBS.
1000 SQ. FT. ACRE
2 BU.
3 BU.
40 LB.
COVER SEED 1" DEEP
COVER SEED 1" TO 1 1/2" DEEP
REMARKS
COVER SEED 1/4" DEEP
SOIL
CONDITION
WET NORM DRY
CREEPING RED FESCUE
FESTUCA RUBRA
KENTUCKY BLUEGRASS
POA PROTINSIS
TALL FESCUE
FESTUCA L. ARUNDINACEA
CORONILLA VARLA
RED CLOVER
TRIFOLIUM PROTENSE
CROWNVETCH SHADETOLERANCETO 2-3 1/2 INCHESCLOSE MOWINGTOLERANCETRAMPINGNEEDSFERTILITYHARDINESSWINTERTOLERANCE (DAYS)FLOODINGHEIGHT (INCHES)MATURETIME (DAYS)EMERGENCESOIL
SOIL
TOLERANCE
SPRAYGEN.
2
-
-
1
1
1
1 -
1
1
2
2
2
2
2
-
1
1
1
-
-
1
1
1
1
2
1
1
1
-
-
MED.
MED.
LOW
MED.
HIGH
LOW
MED.
1
1
1
1
1
2
7-10
5-10
24-35
15-20
20-35
20-25
18
24
12-18
24-36
12-18
12-18
14-21
5-10
10-20
5-14
5-10
7-21
S
T
S
MT
T
S
MT
1 GOOD
RANKING:
2 MEDIUM
- NOT TOLERANT S SLIGHT TOLERANCE
MT MEDIUM TOLERANCE
T TOLERANCE
SALT TOLERANCE (TO BOTH SOIL SALTS & SPRAY)
2
1
1
2
2
LOLLUM PERENNE
PERENNIAL RYEGRASS
TALL FESCUE
SPECIES
TALL FESCUE
LEVEL AND SLOPING, OPEN AREAS
SEED TOLERANCE CHART
RED CLOVER
CREEPING RED FESCUE
KENTUCKY BLUEGRASS
TALL FESCUE
SEEDING RATE
LBS/ACRE LBS/1000
SQ. FT.
SUITABLE pH SITE SUITABILITY
DROUGHTY
KENTUCKY BLUEGRASS
STEEP BANKS AND CUTS
EMERALD CROWNVETCH**
TALL FESCUE
CREEPING RED FESCUE
KENTUCKY BLUEGRASS
(TURF TYPE)
PERENNIAL RYEGRASS
TALL FESCUE
* 1 - PREFERRED 2 - WILL TOLERATE ** INOCULATE WITH SPECIFIC INOCULANT.
35
25
5
15
15
15
25
35
10
170
40
40
170
.12
.25
4.0
4.0
.9
.9
.8
.6
.4
.4
.4
.6
.8
5.5-8.3
5.0-7.5
5.8-7.5
5.5-8.3
5.8-7.5
5.8-7.5
5.5-8.3
5.5-8.3 2
2
2
2
2
2
1
1
1
1
1
1
1
1 2
2
2
LAWNS AND HIGH MAINTENANCE AREAS
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
WHEAT OR RYE
OATS
ANNUAL RYEGRASS
DORMANT
NON-IRRIGATED*
IRRIGATED
SEEDING **
TEMPORARY SEEDING DATES
PERMANENT SEEDING DATES
JAN FEB MAR JUN MAY APR JUL AUG NOVOCTSEP DEC
IF MULCH IS APPLIED.
LATE SUMMER SEEDING DATES MAY BE EXTENDED 5 DAYS
INCREASE SEEDING APPLICATION BY 50%.
*
**
* NOT NECESSARY WHERE MULCH IS APPLIED.
1.
2.
3.
4.
5.
6.
7.
8.
DRAINED
WELL
WET
*
50
168
ANNUAL RYEGRASS
21-28-01
Sheet Number
Project Number
Certified By
Date: 09/27/2021
1-800-382-5544Red Barn Engineering Company, LLCCivil Engineering Consulting Services317.677.6797www.RedBarnEngineeringCo.comChris@RedBarnEngineeringCo.comNEW POND CONSTRUCTION11100 QUEENS WAY CIRCLECARMEL, INDIANA 46032Prepared For:Mr. Jacob Gorden - 317.660.420011100 Queens Way CircleCarmel, Indiana 46032C4.2STORMWATER POLLUTION PREVENTION PLAN DETAILSNOTE:
START BLANKET AT TOP OF SLOPE
AND ROLL DOWN SLOPE IN THE DIRECTION
OF THE WATER FLOW. REFER TO
MANUFACTURER'S RECOMMENDATIONS FOR
SLOPE PLACEMENT AND STAPLE
PATTERNS.
4
1
PROPOSED GRADE
S-75 OR APPROVED EQUAL)
(NORTH AMERICAN GREEN
EROSION CONTROL BLANKET
SEEDING
6" MIN. TURN DOWN
1
4
5
2
2"-5"
12"
6"
6"
3"
3
EROSION CONTROL BLANKET DETAIL
Not To Scale
09/29/21
PROJECTED PROJECT SCHEDULE FOR IMPLEMENTING
EROSION AND SEDIMENT CONTROL MEASURES
ADDITIONAL POLLUTION CONTROL PRACTICES AND POLICIES (CONT.)
AVOID FUELING OF CONSTRUCTION EQUIPMENT AT VARIOUS LOCATIONS AROUND THE SITE.
TRANSPORT THE VEHICLE OR EQUIPMENT TO DESIGNATED ONSITE FUELING AREAS WHERE
ADEQUATE PREVENTION AND SPILL CONTAINMENT MATERIALS ARE LOCATED.
EMPLOYEES AND SUBCONTRACTORS SHOULD BE TRAINED IN PROPER FUELING AND
CLEANUP PROCEDURES.
DEDICATED FUELING AREAS SHOULD BE PROTECTED FROM STORMWATER INFILTRATION
AND RUNOFF, AND SHOULD BE LOCATED AT LEAST 50 FT AWAY FROM DOWNSTREAM
DRAINAGE FACILITIES, WATERWAYS, AND FLOOD PLAINS. FUELING MUST BE PERFORMED IN
A LEVEL AREA.
PROTECT FUELING AREAS WITH BERMS OR DIKES TO PREVENT INFILTRATION, RUNOFF, AND
TO CONTAIN SPILLS.
NOZZLES USED IN VEHICLE AND EQUIPMENT FUELING SHOULD BE EQUIPPED WITH AN
AUTOMATIC SHUTOFF TO CONTROL SPILLS AND DRIPS. FUELING OPERATIONS SHOULD BE
MONITORED BY THE FUELING OPERATOR AT ALL TIMES.
FEDERAL, SLATE, AND LOCAL REQUIREMENTS SHOULD BE OBSERVED FOR ANY TEMPORARY
ABOVE GROUND STORAGE TANKS.
ASSESSMENT OF CONSTRUCTION PLAN ELEMENTS (SECTION A)
A3 NARRATIVE DESCRIBING PROJECT NATURE AND PURPOSE:
A1 PLAN INDEX SHOWING LOCATIONS OF REQUIRED ITEMS:
THIS SHEET.
POLLUTION PREVENTION PLAN
THIS PROJECT CONSTRUCTION INCLUDES THE CONSTRUCTION OF A PRIVATE STORMWATER
RETENTION POND AND STORM SEWER OUTLET.
CONSTRUCTION AND STORMWATER
11. THE SITE WILL BE CONSIDERED TO BE PERMANENTLY STABILIZED WHEN
10. NO RUNOFF ORIGINATING FROM THE PROJECT AREA OR DIRECTED ONTO
9. DUST SHALL BE KEPT TO A MINIMUM BY UTILIZING SPRINKLING, CALCIUM
8. FINISH GRADED AREAS SHALL BE STABILIZED IMMEDIATELY BY INSTALLING
7. ALL DISTURBED AREAS NOT COVERED BY BUILDING OR PAVEMENT SHALL
6. SEDIMENTATION CONTROL AREAS SHALL BE RETURNED TO THEIR ORIGINAL
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE ELIMINATION OF
CONSIDERED LAWN AREAS, AND SHALL BE PLANTED WITH GRASS.
CONDITION UPON THE COMPLETION OF CONSTRUCTION.
2. IN AN AREA THAT HAS BEEN DISTURBED AND STRIPPED OF VEGETATION
4. THE CONTRACTOR SHALL LIMIT THE SEDIMENTATION OF THE LOCAL
1. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION ACTIVITIES TO
GENERAL NOTES: EROSION CONTROL SOIL STABILIZATION
ALL EROSION CONTROL MEASURES, PRACTICES AND PROCEDURES SHALL COMPLY
WITH THE INDIANA STORMWATER QUALITY MANUAL, LATEST EDITION. THE
CONTRACTOR SHALL CONFORM TO SAID STANDARDS AND ADDITIONAL REQUIREMENTS
INITIATED BY THE CITY OF CARMEL OR THE INDIANA DEPARTMENT OF ENVIRONMENTAL
MANAGEMENT REQUESTED DURING CONSTRUCTION.
EROSION CONTROL MAINTENANCE SPECIFICATIONS
CONSTRUCTION ENTRANCE/EXIT
2. RESHAPE PAD AS NEEDED FOR DRAINAGE AND RUNOFF CONTROL.
4. REPAIR OR REPLACE BROKEN OR DAMAGED ROAD PAVEMENT
SEDIMENT FENCE
THE STORMWATER QUALITY MEASURES FOR POST CONSTRUCTION ACTIVITIES ARE INDICATED
WITHIN THESE CONSTRUCTION DOCUMENTS. REFER TO SHEETS C4.1 - C4.2 FOR EROSION
CONTROL MEASURES TO BE IMPLEMENTED WITHIN THE PROJECT SITE. DIMENSIONS,
SPECIFICATIONS AND CONSTRUCTION DETAILS FOR THESE STORMWATER QUALITY MEASURES
ARE INCLUDED ON THOSE SHEETS LOCATED WITHIN THE AFOREMENTIONED SERIES OF
CONSTRUCTION DOCUMENTS.
STORMWATER QUALITY MEASURES:
EACH STORMWATER QUALITY MEASURE:
ASSESSMENT OF STORMWATER POLLUTION PREVENTION
POST-CONSTRUCTION COMPONENT (SECTION C)
PROPOSED LAND USE:
C3 DESCRIPTION OF PROPOSED POST CONSTRUCTION STORMWATER QUALITY MEASURES:
C4 LOCATION, DIMENSIONS, SPECIFICATIONS, AND CONSTRUCTION DETAILS OF
C5 DESCRIPTION OF MAINTENANCE GUIDELINES FOR POST CONSTRUCTION
SEE SHEETS C4.1 - C4.3.
NOT APPLICABLE
B15 EROSION AND SEDIMENT CONTROL SPECIFICATIONS FOR INDIVIDUAL BUILDING LOTS:
PREVENTION MEASURE:
B14 MONITORING AND MAINTENANCE GUIDELINES FOR EACH PROPOSED POLLUTION
B13 MATERIAL HANDLING AND SPILL PREVENTION PLAN:
B12 PERMANENT SURFACE STABILIZATION SPECIFICATIONS:
B11 TEMPORARY SURFACE STABILIZATION METHODS APPROPRIATE FOR EACH SEASON:
STORMWATER QUALITY MEASURE:
B10 LOCATION, DIMENSIONS, SPECIFICATIONS AND CONSTRUCTION DETAILS FOR EACH
B9 GRADE STABILIZATION STRUCTURE LOCATIONS AND SPECIFICATIONS:
B8 STORMWATER OUTLET PROTECTION SPECIFICATIONS:
B7 RUNOFF CONTROL MEASURES:
B6 STORM SEWER INLET PROTECTION MEASURE LOCATIONS AND SPECIFICATIONS:
B5 SEDIMENT CONTROL MEASURES FOR CONCENTRATED FLOW AREAS:
B4 SEDIMENT CONTROL MEASURES FOR SHEET FLOW AREAS:
SEE SHEETS C4.1 - C4.3.
B3 STABLE CONSTRUCTION ENTRANCE LOCATIONS AND SPECIFICATIONS:
A19 LOCATION, SIZE AND DIMENSIONS OF PROPOSED STORMWATER SYSTEMS:
A20 PLAN FOR ANY OFF-SITE CONSTRUCTION ACTIVITIES ASSOCIATED WITH THIS PROJECT:
REFER TO SHEET C4.1.
REFER TO SURVEY.
A21 LOCATIONS OF PROPOSED SOIL STOCKPILES, BORROW AND/OR DISPOSAL AREAS:
REFER TO STORMWATER POLLUTION PREVENTION PLAN SHEET C4.1 - C4.3.
A18 SOILS MAP INCLUDING DESCRIPTIONS AND LIMITATIONS:
REFER TO SURVEY.
A17 IDENTIFICATION OF EXISTING VEGETATIVE COVER:
REFER TO SHEET C4.1.
A16 LOCATIONS AND APPROXIMATE BOUNDARIES OF ALL DISTURBED AREAS:
A15 ADJACENT LAND USE, INCLUDING UPSTREAM WATERSHED:
A14 PRE-CONSTRUCTION AND POST CONSTRUCTION ESTIMATE OF PEAK DISCHARGE:
REFER TO SOILS MAP SHEET C4.1.
SEE SCHEDULE OF EROSION AND SEDIMENT CONTROL SEQUENCES ON THIS SHEET.
LAND DISTURBING ACTIVITIES:
B2 SEQUENCE DESCRIBING STORMWATER QUALITY MEASURE IMPLEMENTATION RELATIVE TO
ACTIVITIES:
PLAN-CONSTRUCTION COMPONENT (SECTION B)
ASSESSMENT OF STORMWATER POLLUTION PREVENTION
THE CONTRACTOR SHALL ON A WEEKLY BASIS AND AFTER EACH 1/2" RAINFALL
EVENT INSPECT, MONITOR, MAINTAIN, REPAIR OR REPLACE THE SPECIFIED
EROSION CONTROL MEASURES TO ASSURE THEIR PROPER OPERATION. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF ANY
ADDITIONAL EROSION CONTROL MEASURES REQUIRED DURING CONSTRUCTION
BY THE LOCAL GOVERNING AUTHORITIES.
THE CONTRACTOR SHALL DESIGNATE AND IDENTIFY AN INDIVIDUAL RESPONSIBLE
FOR THE MONITORING OF THE SITE ON A WEEKLY BASIS AND AFTER EACH 1/2"
RAINFALL EVENT. THIS INDIVIDUAL SHALL HAVE KNOWLEDGE OF EROSION CONTROL
POLICIES AND PRACTICES, AND SHALL MAINTAIN THE EROSION AND SEDIMENTATION
SITE INSPECTION LOG AND REPORT. THE SELF INSPECTION LOG AND REPORT SHALL
CONTAIN THE FOLLOWING INFORMATION AS A MINIMUM:
NAME OF THE PROJECT; NAME OF THE INSPECTOR; DATE OF RAINFALL AND
AMOUNT; DATE OF INSPECTION; DATE OF NEXT INSPECTION; FAILURES OBSERVED*;
REPAIRS IMPLEMENTED
*FAILURES FROM LESS THAN THE TWO YEAR STORM EVENT REQUIRE AN UPGRADE
OF STRUCTURE OR SYSTEM OF PRACTICES. FAILURES FROM EVENTS GREATER
THAN THE TWO YEAR STORM EVENT REQUIRES REPAIR AND EVALUATION OF THE
ADEQUACY OF THE EROSION CONTROL MEASURE.
THE FOLLOWING IS A SAMPLE FORMAT FOR THE SELF INSPECTION REPORT:
PROJECT NAME:
Page 1 of 1
Date: Time: Weather conditions:
Reason for Inspection:
______Weekly Inspection
______Inspection After Storm Water Runoff
______Rain Gauge Reading
Observation:
Corrective Actions Taken/Needed:
Signature:
Print Name:
An Erosion and Sediment Control (ESC) Plan is required to be implemented and maintained
in a timely manner to effectively control the site. No ESC Plan is all inclusive. Changes to
the plan must be made due to weather problems, construction sequence changes or failure
of practices. Project managers/contractors have the responsibility to modify plans if
measures fail or failure is anticipated.
EXPECTED CONSTRUCTION MATERIALS ON SITE MAY INCLUDE VEHICLE LUBRICANTS, OILS,
VEHICULAR FUELS, CONCRETE WASH-OUT, MULCH, PESTICIDES, HERBICIDES, FERTILIZER,
AND TRASH. FUELS, OILS, AND GASOLINE CAN LEAK OR BE SPILLED FROM TRUCKS AND
CONSTRUCTION EQUIPMENT WHICH COULD FIND THEIR WAY TO ADJOINING STORM SEWER
IMPROVEMENTS AND DOWNSTREAM RECEIVING CHANNELS.
CONCRETE WASHOUT FROM CONSTRUCTION ACTIVITY SHALL BE DISCHARGED INTO
WASHOUT PITS ON SITE AT AREAS DESIGNATED BY THE CONTRACTOR. THE WASHOUT PITS
SHOULD BE NOTED ON SITE WITH THE INSTALLATION OF SIGNAGE INDICATING THE
WASHOUT AREA. REFER TO ADDITIONAL INFORMATION THIS SHEET ON CONCRETE AND
MASONRY WASHOUT PROCEDURES.
SMALL SPILLS AND LEAKS OF THESE MATERIALS ONTO NON-PAVED AREAS WILL BE
SHOVELED INTO CONTAINERS OR DUMPSTERS FOR PROPER DISPOSAL.
FUELING TRUCKS WILL BE EQUIPPED WITH SPILL PREVENTION KITS FOR SMALLER FUEL
SPILLS. ALL VEHICULAR MAINTENANCE SHALL BE PERFORMED IN THE SAME DESIGNATED
AREA THROUGHOUT THE CONSTRUCTION TIME FRAME. IF POSSIBLE, VEHICULAR
MAINTENANCE SHALL BE DONE OFF-SITE AT FACILITIES THAT ARE DESIGNED TO HANDLE
ANY MATERIAL SPILLAGE. THIS SHALL INCLUDE FUELING OF VEHICLES WHENEVER
POSSIBLE. THE CITY OF CARMEL FIRE DEPARTMENT 317-571-2600 OR 911 AND THE INDIANA
DEPARTMENT OF ENVIRONMENTAL MANAGEMENT, OFFICE OF EMERGENCY RESPONSE
(800)-233-7745, SHALL BE NOTIFIED IMMEDIATELY FOR LARGER SPILLS OR LEAKS. THE
NATIONAL RESPONSE CENTER (800)-424-8802 SHALL BE NOTIFIED AND PROVIDED WITH THE
FOLLOWING INFORMATION: TIME OF SPILL, LOCATION OF SPILL, MATERIAL, SOURCE OF SPILL,
APPROXIMATE VOLUME AND LENGTH OF SPILLAGE, WEATHER CONDITIONS AT TIME OF SPILL,
PERSONAL PRESENT AT TIME OF SPILL, AND ALL ACTION TAKEN FOR POST SPILL CLEANUP.
CONTRACTOR SHALL CONTACT A WASTE RECOVERY AGENCY IMMEDIATELY FOR REMOVAL
OF CONTAMINATES AND COORDINATION OF MONITORING THE SITE DURING CLEANUP UNTIL
ALL OF THE HAZARDOUS MATERIAL HAS BEEN REMOVED. CONTRACTOR SHALL COOPERATE
WITH IDEM DURING AND AFTER THE SPILL TO INSURE ALL REQUIRED CLEANUP AND FILING
REPORTS ARE PROPERLY SUBMITTED.
THE DEVELOPER SHALL BE CONTINUALLY INFORMED OF ANY CONTAMINATION CONCERNS
OCCURRING ON THE SITE. THE CONSTRUCTION MANAGER SHALL KEEP ON SITE A LIST OF
QUALIFIED CONTRACTORS FOR SPILL REMEDIATION. ALL SITE PERSONNEL, INCLUDING
MAINTENANCE EMPLOYEES, SHALL BE MADE AWARE OF PROPER SPILL PREVENTION AND
REMEDIATION TECHNIQUES. ALL MATERIALS USED TO ABSORB SPILLS SHALL BE PROPERLY
DISPOSED OF IN AN APPROVED MANOR WILL LOCAL AND STATE LAWS. DO NOT FLUSH SPILL
MATERIALS WITH WATER UNLESS DIRECTED TO DO SO BY A GOVERNING AGENCY. IT IS
IMPORTANT THAT ALL MANUFACTURER'S INSTRUCTIONS BE FOLLOWED WHEN USING OR
APPLYING ALL FERTILIZERS, HERBICIDES, AND PESTICIDES.
POST CONSTRUCTION STORMWATER QUALITY MEASURES TO AID IN REDUCING THE
AMOUNT OF POLLUTANTS LEAVING THE SITE INCLUDE MULCH AREAS, LANDSCAPING
MATERIALS, LAWN AREAS, AND THE WET POND.
THE WET POND WILL CAPTURE AND HOLD BOTH FLOATABLES AND SEDIMENT FROM THE
PROJECT SITE. THE PROPOSED VEGETATIVE COVER (LANDSCAPING MATERIALS AND LAWN
AREAS) ARE INTENDED TO STABILIZE THE DISTURBED AREAS AND TO SERVE AS A
SEDIMENT TRAP FOR FINER PARTICLES WITHIN THE RUNOFF. THE PROPOSED MULCHED
AREAS WILL ASSIST WITH STABILIZATION AS WELL BY HELPING TO HOLD THE SOILS IN
PLACE DURING AND AFTER CONSTRUCTION.
THE WET POND WILL BE USED AS A POST CONSTRUCTION STORMWATER QUALITY
MEASURE (BMP).
INDIVIDUAL EROSION CONTROL MEASURES MAY BE REMOVED FOLLOWING SEEDING AND
AFTER SUFFICIENT VEGETATION HAS BEEN ESTABLISHED IN AN AREA TO PREVENT SILT AND
SOIL EROSION INTO THE STORM SEWER SYSTEM.
INSPECTION AND MAINTENANCE OF THE SITE INCLUDING ALL FUTURE DRIVES, PAVEMENTS,
LANDSCAPE AREAS AND INFRASTRUCTURE IMPROVEMENTS ARE THE RESPONSIBILITY OF
THE CONTRACTOR/OWNER.
CONCRETE AND MASONRY WASHOUT AREAS
THE FOLLOWING STEPS WILL HELP REDUCE STORMWATER POLLUTION FROM CONCRETE
AND MASONRY WASTES: DISCUSS THE CONCRETE MANAGEMENT TECHNIQUES
DESCRIBED, SUCH AS HANDLING OF CONCRETE WASTE AND WASHOUT AREAS WITH THE
READY-MIX CONCRETE SUPPLIER BEFORE ANY DELIVERIES ARE MADE. DISCUSS
MASONRY WASTE MANAGEMENT TECHNIQUES WITH THE MASONRY CONTRACTORS FOR
THE CONTROL OF CEMENT MIXER WASHOUT AREAS.
INCORPORATE REQUIREMENTS FOR CONCRETE AND MASONRY WASTE MANAGEMENT
INTO MATERIAL SUPPLIER AND SUBCONTRACTOR AGREEMENTS.
STORE DRY AND LIQUID MATERIALS IN A COVERED AREA AWAY FROM DRAINAGE AREAS.
PREVENT MASONRY SAND STOCKPILE FROM WASHING INTO STREETS, STORM DRAINAGE
SYSTEMS, AND WATERWAYS.
SOLID WASTE MANAGEMENT
DESCRIPTION AND PURPOSE
SUITABLE APPLICATIONS
DESCRIPTION AND PURPOSE
SUITABLE APPLICATIONS
LIMITATIONS
IMPLEMENTATION
DO NOT BURY OR BURN USED TIRES.
INSPECTION AND MAINTENANCE
INSPECT AND VERIFY THAT PRACTICES ARE IN PLACE PRIOR TO THE START OF EACH
ASSOCIATED ACTIVITY. WHILE ACTIVITIES ARE IN PROGRESS, INSPECT EACH PRACTICE
WEEKLY TO VERIFY CONTINUED IMPLEMENTATION.
KEEP ADEQUATE SUPPLIES OF SPILL CLEANUP MATERIALS ONSITE. INSURE THAT ALL
EMPLOYEES ARE AWARE OF MATERIAL STORAGE LOCATIONS AND ACCESS CAN BE
OBTAINED TO THE MATERIALS.
MAINTAIN FLUID WASTE CONTAINERS IN LEAK PROOF CONDITION. REMOVE AND REPLACE
ANY CONTAINERS FOUND TO BE DEFECTIVE.
VEHICLES AND EQUIPMENT SHOULD BE INSPECTED AT THE START OF EACH DAY.
IMMEDIATELY REPAIR ALL LEAKS. IT IS PREFERRED THAT THE PROBLEM VEHICLE OR
EQUIPMENT BE REMOVED FROM THE PROJECT SITE FOR REPAIRS TO MINIMIZE ONSITE
IMPACTS.
INSPECT EQUIPMENT FOR DAMAGED HOSES AND LEAKY GASKETS DAILY. IMMEDIATELY
REPAIR OR REPLACE FAULTY COMPONENTS.
DESCRIPTION AND PURPOSE
VEHICLE AND EQUIPMENT FUELING PROCEDURES AND PRACTICES ARE DESIGNED TO
PREVENT FUEL SPILLS OR LEAKS AND REDUCE OR ELIMINATE CONTAMINATION OF SOILS
AND STORMWATER. THIS CAN BE ACCOMPLISHED BY USING OFFSITE FACILITIES, FUELING IN
DESIGNATED ONSITE AREAS ONLY, ENCLOSING OR COVERING STORED MATERIAL, UTILIZING
SPILL CONTROLS, AND TRAINING EMPLOYEES AND SUBCONTRACTORS IN PROPER FUELING
PROCEDURES.
LIMITATION
ONSITE VEHICLE AND EQUIPMENT FUELING SHOULD ONLY BE DONE WHEN IT IS NOT
FEASIBLE TO SEND VEHICLES AND EQUIPMENT OFFSITE FOR FUELING. VEHICLES AND
EQUIPMENT ENTERING AND EXITING THE SITE SHOULD ALWAYS BE DONE AT THE STABILIZED
CONSTRUCTION ENTRANCE/EXIT.
IMPLEMENTATION.
THE USE OF OFFSITE FUELING STATIONS IS ENCOURAGED WHENEVER FEASIBLE. THESE
FACILITIES ARE EQUIPPED TO HANDLE FUELING AND SPILLS PROPERLY. PERFORMING THIS
WORK OFFSITE MAY BE MORE ECONOMICAL BY ELIMINATING THE NEED FOR A SEPARATE
DESIGNATED FUELING AREA AND CONTAINMENT MEASURES ONSITE.
DISCOURAGE EMPLOYEES FROM "TOPPING-OFF" FUEL TANKS TO PREVENT UNNECESSARY
SPILLS.
ABSORBENT SPILL CLEANUP MATERIALS AND SPILL KITS SHALL BE AVAILABLE IN ONSITE
FUELING AREAS AND ON MOBILE FUELING TRUCKS. PROPERLY DISPOSE OF USED
MATERIALS AFTER USE.
ABSORBENT PADS OR DRIP PANS SHOULD BE USED DURING VEHICLE AND EQUIPMENT
FUELING UNLESS THE FUELING IS PERFORMED OVER AN IMPERVIOUS SURFACE WITHIN A
DEDICATED FUELING AREA.
ABSORBENT MATERIALS FOR SMALL SPILLS SHALL BE USED. DO NOT WASH OR BURY THE
SPILL MATERIAL AS THIS ONLY RESULTS IN ADDITIONAL REMEDIATION REQUIREMENTS.
REMOVE THE CONTAMINATED ABSORBENT MATERIALS PROMPTLY AND DISPOSE OF
PROPERLY ACCORDING TO LOCAL AND STATE LAWS.
AVOID MIXING EXCESS AMOUNTS OF FRESH CONCRETE OR MORTAR.
PERFORM WASHOUT OF CONCRETE TRUCKS OFFSITE OR IN DESIGNATED AREAS ONLY.
PERFORM MORTAR MIXER WASHOUT IN ONE DESIGNATED AREA FOR THE DURATION OF
THE PROJECT.
DO NOT WASH OUT CONCRETE TRUCKS OR MORTAR MIXERS INTO STORM DRAINS, OPEN
DITCHES, STREETS, OR WATERWAYS.
DO NOT ALLOW EXCESS CONCRETE OR MORTAR TO BE DUMPED ONSITE, EXCEPT IN
DESIGNATED AREAS.
FOR ONSITE WASHOUT AREAS:
-LOCATE WASHOUT AREA AT LEAST 50 FEET FROM STORM DRAINS, OPEN DITCHES, OR
WATERWAYS.
-DO NOT ALLOW RUNOFF TO LEAVE THE DESIGNATED AREA BY CONSTRUCTING A
TEMPORARY PIT OR BERMED AREA LARGE ENOUGH FOR LIQUID AND SOLID WASTE.
-WASH OUT WASTES INTO THE TEMPORARY PIT WHERE THE CONCRETE CAN SET, BE
BROKEN UP, AND BE DISPOSED OF PROPERLY.
-AVOID CREATING UNNECESSARY RUNOFF BY DRAINING WATER FROM THE WASHOUT AREA
INTO A BERMED, LEVEL AREA WHEN WASHING CONCRETE TO REMOVE FINE PARTICLES AND
EXPOSE THE AGGREGATE.
-DO NOT WASH SWEEPINGS FROM EXPOSED AGGREGATE CONCRETE INTO THE STREET OR
STORM DRAIN SYSTEM. COLLECT AND RETURN SWEEPINGS TO AGGREGATE BASE
STOCKPILE OR DISPOSE OF PROPERLY.
POTENTIAL POLLUTANT SOURCES ON SITE MAY INCLUDE VEHICLE LUBRICANTS, OILS,
VEHICULAR FUELS, CONCRETE WASH-OUT, MULCH, PESTICIDES, HERBICIDES, FERTILIZER,
AND TRASH. FUELS, OILS, AND GASOLINE CAN LEAK OR BE SPILLED FROM TRUCKS AND
CONSTRUCTION EQUIPMENT WHICH COULD FIND THEIR WAY TO ADJOINING STORM SEWER
IMPROVEMENTS AND DOWNSTREAM RECEIVING CHANNELS.
A6 LOCATION OF ALL LOTS AND PROPOSED SITE IMPROVEMENTS:
A7 HYDROLOGIC UNIT CODE:
A8 NOTATION OF ANY STATE OR FEDERAL WATER QUALITY PERMITS:
SEE SHEETS C4.1 - C4.3 AND IMPLEMENTATION AND MAINTENANCE PROCEDURE ON THIS SHEET IN
ACCORDANCE WITH EROSION CONTROL GENERAL NOTE NUMBER TWO (THIS SHEET) AND THE
SEEDING DETAIL SHEET C4.2, ANY AREA THAT IS ANTICIPATED TO BE INACTIVE FOR MORE THAN 15
DAYS SHALL BE TEMPORARY OF PERMANENTLY SEEDED TO PREVENT EROSION AND SEDIMENTATION.
IN ACCORDANCE WITH EROSION CONTROL GENERAL NOTE NUMBER TWO,
ANY AREA THAT IS ANTICIPATED TO BE INACTIVE FOR MORE THAN 15 DAYS SHALL BE TEMPORARY OF
PERMANENTLY SEEDED PER THE SEEDING DETAIL AND SPECIFICATIONS SHEET C4.2 TO PREVENT
EROSION AND SEDIMENTATION.
RULE 5 - NOTICE OF INTENT
A9 SPECIFIC POINTS WHERE STORMWATER DISCHARGE WILL LEAVE THE SITE:
A10 LOCATION & NAME OF ALL WETLANDS, LAKES & WATER COURSES
A11 IDENTIFY ALL RECEIVING WATERS:
A12 IDENTIFICATION OF POTENTIAL DISCHARGE TO GROUNDWATER:
A13 100 YEAR FLOODPLAINS, FLOODWAYS, AND FLOODWAY FRINGES:
ADDITIONAL POLLUTION CONTROL PRACTICES AND POLICIES
NONE.
WHERE NO ADDITIONAL WORK IS ANTICIPATED WITHIN THE NEXT 15 DAYS,
APPROPRIATE EROSION CONTROL MEASURES MUST BE INSTALLED TO LIMIT SOIL
EROSION. THE AREA SHALL BE STABILIZED WITH MULCHING, SEEDING, OR
OTHER APPROVED EROSION CONTROL PRACTICES TO REDUCE SOIL EROSION. IF
MULCHING IS REQUIRED, AN ANCHORING TOOL OR DISK SHALL BE USED IN
ACCORDANCE WITH CHAPTER 7 OF THE INDIANA EROSION CONTROL HANDBOOK.
LIMIT SITE DISTURBANCE TO THE SMALLEST PRACTICAL AREA FOR THE
SHORTEST POSSIBLE TIME. THE OVERALL SITE DISTURBANCE SHALL BE LIMITED
TO THE CONSTRUCTION LIMITS AS DELINEATED ON THE PLANS.
3.
ROADWAYS, AND SHALL, IN A TIMELY MANNER, PERIODICALLY REMOVE
SEDIMENTATION FROM THE ROADWAYS. ANY ADDITIONAL EROSION CONTROL
MEASURES REQUIRED BY THE LOCAL GOVERNING AUTHORITIES TO REDUCE
THE SEDIMENTATION OF THE ROADWAYS DURING CONSTRUCTION SHALL BE
IMPLEMENTED BY THE CONTRACTOR.
SEDIMENT WITHIN THE PROPOSED STORM SEWER AND CULVERT
SYSTEMS. ALL SUMPED INLETS, CATCH BASINS, STORM SEWER
STRUCTURES AND CULVERT END SECTIONS SHALL BE PROTECTED FROM
SEDIMENTATION WITH THE INSTALLATION OF SEDIMENT BARRIERS, SILT
FENCES, OR OTHER APPROVED EROSION CONTROL MEASURES.
12.
86 degrees 10 minutes 34 seconds W
39 degrees 57 minutes 00 seconds N
LONGITUDE:
LATITUDE:
THE APPROXIMATE LATITUDE AND LONGITUDE OF THE PROJECT SITE ARE:
A5 LEGAL DESCRIPTION OF THE PROJECT SITE:
PART OF THE NORTHEAST QUARTER OF SECTION 3, TOWNSHIP 17 NORTH, RANGE 03
EAST, CLAY TOWNSHIP, HAMILTON COUNTY, INDIANA
05120201090060 - WILLIAMS CREEK
THE FOLLOWING EROSION AND SEDIMENT CONTROL SYSTEM:
APPLY PERMANENT SEEDING MIXTURE (AS SPECIFIED IN THE SEEDING SCHEDULE)
WITH STANDARD AMERICAN EXCELSIOR CURLEX ASPEN FIBER EROSION CONTROL
BLANKET OR APPROVED EQUAL TO DISTURBED AREAS WITH SLOPES LESS THAN 4:1
AS RECOMMENDED IN THE SEEDING SCHEDULE SCHEDULE TO ESTABLISH INTERIM
SOIL STABILIZATION INSTALL THE EROSION CONTROL BLANKET IN STRICT
ACCORDANCE WITH MANUFACTURES SPECIFICATIONS FOR WINTER APPLICATIONS.
CHLORIDE, VEGETATIVE COVER, SPRAY OR ADHESIVES, OR OTHER APPROVED METHODS.
IT FROM UPSTREAM AREAS SHALL LEAVE THE BOUNDARIES OF THE PROJECT AREA
UNLESS IT PASSES THROUGH AN EROSION CONTROL MEASURE OR CONTROL FACILITY.
ALL PERMANENT CONTROL MEASURE/FACILITIES HAVE BEEN COMPLETED AND ARE
OPERATIONAL, TEMPORARY CONTROL MEASURES/FACILITIES REMOVED, AND
UNIFORM EROSION RESISTANT PERENNIAL VEGETATION IS ESTABLISHED TO THE
POINT WHERE THE SURFACE SOIL IS CAPABLE OF RESISTING EROSION DURING
RUNOFF EVENTS. THE STANDARD FOR THIS VEGETATIVE COVER WILL BE A UNIFORM
COVERAGE OR DENSITY OF 70 PERCENT ACROSS THE DISTURBED AREA.
REFER TO MAINTENANCE GUIDELINES SHOWN FOR EACH EROSION CONTROL MEASURE
SHEETS C4.1 - C4.2 AND SPECIFICATIONS THIS SHEET. REFER TO EROSION CONTROL
GENERAL NOTE NUMBER 13 (THIS SHEET) FOR ADDITIONAL INFORMATION REGARDING
MONITORING AND MAINTENANCE OF THE EROSION CONTROL SYSTEM, AND MONITORING LOG
REQUIREMENTS. SOLID WASTE MANAGEMENT PROCEDURES AND PRACTICES ARE DESIGNED TO
PREVENT OR REDUCE THE POTENTIAL FOR DISCHARGE OF POLLUTANTS TO
STORMWATER FROM SOLID OR CONSTRUCTION WASTE BY PROVIDING DESIGNATED
WASTE COLLECTION AREAS AND CONTAINERS, ENSURING REGULAR DISPOSAL, AND
TRAINING OF EMPLOYEES AND SUBCONTRACTORS.
THIS PRACTICE IS APPLICABLE FOR CONSTRUCTION SITES WHERE THE FOLLOWING
WASTES ARE GENERATED OR STORED:
SOLID WASTE GENERATED FROM DEMOLITION ACTIVITIES SUCH AS TREES OR SHRUBS,
DEMOLITION OF EXISTING STRUCTURES, AND NEW BUILDING CONSTRUCTION
MATERIALS INCLUDING CONCRETE, MASONRY, WOOD, METAL, GLASS, RUBBER,
STYROFOAM, PAPER, PLASTIC, PIPE, ELECTRICAL COMPONENTS, AND PACKAGING
MATERIALS.
DOMESTIC WASTES INCLUDE: FOOD CONTAINERS, BEVERAGE CONTAINERS, COFFEE
CUPS, PAPER BAGS, PLASTIC WRAPPERS, STYROFOAM, AND CIGARETTES
CONSTRUCTION WASTES INCLUDING BRICK, MORTAR, TIMBER, STEEL AND METAL
SCRAPS, PIPE AND ELECTRICAL CUTTINGS, NONHAZARDOUS EQUIPMENT PARTS,
STYROFOAM AND OTHER MATERIALS SEND TRANSPORT AND PACKAGE CONSTRUCTION
MATERIALS
INSPECT DUMPSTERS WHEN THEY REACH THE SITE FOR LEAKS. REJECT ANY
DUMPSTER THAT IS NOT WATERTIGHT OR IS DEFECTIVE.
PROVIDE AN ADEQUATE NUMBER OF CONTAINERS WITH LIDS OR COVERS TO KEEP
RAINWATER OUT AND TO PREVENT LOSS OF MATERIALS DUE TO WINDY CONDITIONS.
ALLOW FOR ADDITIONAL DUMPSTERS OR MORE FREQUENT PICKUPS DURING THE
DEMOLITION PHASE OF CONSTRUCTION TO INSURE TRASH MATERIALS DO NOT GET
STORED ON THE GROUND.
HAVE SITE TRASH COLLECTED DAILY. DURING RAINY AND WINDY CONDITIONS IT MAY
BE NECESSARY TO COLLECT TRASH MORE THAN ONCE A DAY.
REMOVE SOLID WASTE MATERIALS PROMPTLY FROM THE SITE SINCE EROSION AND
SEDIMENT CONTROL MEASURES TEND TO COLLECT TRASH WHICH HINDERS THE
EFFECTIVENESS OF THE EROSION CONTROL MEASURES.
INSURE THAT TOXIC LIQUID WASTES SUCH AS USED OILS, SOLVENTS, AND PAINTS AND
CHEMICALS SUCH AS ACIDS, PESTICIDES, ADDITIVES, AND CURING COMPOUNDS ARE
NOT DISPOSED OF IN DUMPSTERS DESIGNATED FOR CONSTRUCTION DEBRIS BUT ARE
PROPERLY DISPOSED OF ACCORDING TO LOCAL AND STATE LAWS.
DO NOT WASH OUT DUMPSTERS ON THE CONSTRUCTION SITE. DUMPSTER CLEANING
SHOULD BE THE RESPONSIBILITY OF THE TRASH HAULING CONTRACTOR.
ARRANGE FOR REGULAR WASTE COLLECTION BEFORE DUMPSTERS OVERFLOW. DO
NOT PILE MATERIAL ABOVE THE DUMPSTER SIDE OR ALLOW MATERIAL TO DRAPE OVER
THE SIDES.
IMMEDIATELY CLEAN UP DUMPSTER SHOULD A SPILL OCCUR.
MAKE SURE THAT CONSTRUCTION WASTE IS COLLECTED, REMOVED, AND DISPOSED OF
IN A TIMELY MANOR BY AN AUTHORIZED DISPOSAL CONTRACTOR.
C2 SEQUENCE DESCRIBING STORMWATER QUALITY MEASURE IMPLEMENTATION:
THE FOLLOWING STEPS WILL AID IN KEEPING THE SITE CLEAN AND REDUCE THE
POTENTIAL FOR STORMWATER POLLUTION:
SELECT A DESIGNATED WASTE COLLECTION AREA ONSITE THAT IS DOWNSTREAM
FROM THE STORMWATER COLLECTION SYSTEM AND AT LEAST 50 FEET AWAY FROM
ALL WATERWAYS AND FLOOD PLAINS.
INFORM THE TRASH-HAULING CONTRACTOR THAT ONLY WATERTIGHT DUMPSTERS
FOR ONSITE USE WILL BE ACCEPTED.
COLLECTION, STORAGE, AND DISPOSAL OF MATERIALS
LITTERING ON THE PROJECT SITE IS PROHIBITED.
TO PREVENT CLOGGING OF THE STORM DRAINAGE SYSTEM LITTER AND DEBRIS SHOULD BE
REMOVED FROM DRAINAGE GRATES, TRASH RACKS, AND DITCHES DAILY.
TRASH RECEPTACLES SHOULD BE PROVIDED IN THE CONSTRUCTION STAGING AREAS, FIELD
TRAILER AREAS, AND AREAS UTILIZED FOR LUNCH AND BREAK PERIODS.
DOMESTIC TRASH FROM WORK AREAS WITHIN THE CONSTRUCTION LIMITS OF THE SITE
SHOULD BE COLLECTED AND PLACED IN WATERTIGHT DUMPSTERS WEEKLY AT A MINIMUM.
DOMESTIC TRASH SHOULD BE COLLECTED FROM THE SITE REGARDLESS OF THE SOURCE.
COLLECTED LITTER AND DEBRIS SHOULD NOT BE PLACED IN OR NEXT TO THE STORMWATER
DRAINAGE SYSTEMS OR WATERWAYS.
DUMPSTERS OF SUFFICIENT SIZE AND QUANTITY SHOULD BE PROVIDED TO CONTAIN THE
SOLID WASTE GENERATED BY THE PROJECT.
DUMPSTERS SHOULD BE REMOVED FROM THE PROJECT SITE ONCE THEY BECOME FULL AND
THE CONTENTS DISPOSED OF BY THE TRASH HAULING CONTRACTOR.
CONSTRUCTION DEBRIS AND WASTE SHOULD BE REMOVED FROM THE SITE WEEKLY OR
MORE FREQUENTLY AS REQUIRED. THE CONTRACTOR SHOULD USE THEIR BEST JUDGMENT
IN ANTICIPATING WHEN A DUMPSTER WILL BE FULL AND SCHEDULE A PICKUP IN ADVANCE OF
THE DUMPSTER BEING FULL TO PREVENT OVER TOPPING OF THE DUMPSTER OR PLACEMENT
OF EXCESS MATERIAL ON THE GROUND.
CONSTRUCTION MATERIAL VISIBLE TO THE PUBLIC SHOULD BE STORED OR STACKED IN AN
ORDERLY MANNER AWAY FROM THE STORM DRAINAGE SYSTEM, WATERWAYS, AND FLOOD
PLAIN.
STORMWATER RUNOFF SHOULD BE DIVERTED FROM STORED SOLID WASTE THROUGH THE
USE OF BERMS, DIKES, OR OTHER TEMPORARY DIVERSION STRUCTURES OR THROUGH THE
USE OF MEASURES TO ELEVATE THE WASTE COLLECTION DUMPSTER.
SOLID WASTE STORAGE AREAS SHOULD NOT BE LOCATED IN AREAS PRONE TO FLOODING
OR PONDING AND SHOULD BE LOCATED AT LEAST 50 FT FROM STORM DRAINAGE SYSTEMS
AND WATERWAYS.
INSPECTION AND MAINTENANCE
VEHICLES AND EQUIPMENT SHOULD BE INSPECTED DAILY FOR LEAKS. LEAKS SHOULD BE
REPAIRED IMMEDIATELY PREFERABLY WITH THE PROBLEM VEHICLE OR EQUIPMENT
REMOVED FROM THE PROJECT SITE FOR REPAIR.
MAINTAIN ADEQUATE SUPPLIES OF SPILL CLEANUP MATERIALS ONSITE AND INSURE ALL
PERSONNEL KNOW THEIR STORAGE LOCATION.
IMMEDIATELY CLEAN UP SPILLS AND PROPERLY DISPOSE OF CONTAMINATED SOIL AND
CLEANUP MATERIALS ACCORDING TO LOCAL AND STATE LAWS.
1. INSPECT ENTRANCE PAD AND SEDIMENT DISPOSAL AREA WEEKLY AND AFTER
STORM EVENTS OR HEAVY USE.
3. IMMEDIATELY REMOVE MUD AND SEDIMENT TRACKED OR WASHED ONTO
PUBLIC ROADS BY BRUSHING OR SWEEPING. FLUSHING SHOULD ONLY BE USED
IF THE WATER IS CONVEYED INTO A SEDIMENT TRAP OF BASIN.
1. INSPECT SEDIMENT FENCE WEEKLY AND AFTER STORM EVENTS TO ENSURE
THE CONDITION AND FUNCTIONING OF THE SEDIMENT FENCE. REMOVE ANY
SEDIMENT DEPOSITS PROMPTLY.
2. INSPECT THE SEDIMENT FENCE PERIODICALLY FOR DETERIORATION OR
DAMAGE FROM CONSTRUCTION ACTIVITIES, AND REPAIR IMMEDIATELY.
3. AFTER THE CONTRIBUTING WATERSHED HAS BEEN STABILIZED, REMOVE THE
SEDIMENT FENCE AND THE SEDIMENT, BRING THE DISTURBED AREA TO GRADE,
AND STABILIZE IT.
IMMEDIATELY.
A22 EXISTING SITE TOPOGRAPHY AT AN INTERVAL APPROPRIATE TO SHOW DETAILED
DRAINAGE PATTERNS:
NONE.
ADDITIONAL POLLUTION CONTROL PRACTICES AND POLICIES (CONT.)
INSPECTION AND MAINTENANCE
INSPECT AND VERIFY THAT ACTIVITY-BASED PRACTICES ARE IN PLACE PRIOR TO THE
START OF CONSTRUCTION IN THAT AREA. INSPECT EACH PRACTICE WEEKLY TO VERIFY
IMPLEMENTATION.
INSPECT CONSTRUCTION WASTE COLLECTION AREA REGULARLY TO INSURE ALL WASTE
MATERIALS ARE BEING DISPOSED OF PROPERLY.
ARRANGE FOR REGULAR WASTE COLLECTION WITH A TRASH HAULING CONTRACTOR.
ASSESSMENT OF CONSTRUCTION PLAN ELEMENTS (SECTION A) CONT.
SEE SHEET C4.1. THE STORMWATER QUALITY MEASURE IMPLEMENTATION SHALL BE BEGIN EARLY IN THE
CONSTRUCTION PROCESS, WITH THE INSTALLATION OF THE STORMWATER MANAGEMENT
SYSTEM AT THE VERY BEGINNING OF PROJECT CONSTRUCTION.
STORMWATER RUNOFF FROM THE SITE WILL BE COLLECTED BY THE PROPOSED SWALES,
FOUNDATION DRAINS, AND ROOF DRAINS. THIS RUNOFF WILL ROUTE THROUGH THE
PROPOSED POND PRIOR TO DISCHARGING TO THE REGULATED DRAIN SYSTEM WITHIN
QUEENS WAY CIRCLE.
FOLLOWING CONSTRUCTION, ALL EROSION CONTROL MEASURES SHALL BE INSPECTED AND
MAINTAINED AS DESCRIBED IN THE OPERATIONS AND MAINTENANCE MANUAL UNTIL ALL
PERMANENT MEASURES AND VEGETATION HAS BEEN ESTABLISHED AND CONSTRUCTION,
INCLUDING LANDSCAPING, IS COMPLETE.
IMPLEMENTATION
STAGE 1: CONSTRUCTION START DAY TO DAY 10
1. IN THIS PERIOD, TEMPORARY EROSION AND SEDIMENTATION CONTROL DEVICES SHALL BE
INSTALLED, STABILIZED, AND FUNCTIONAL BEFORE SITE DISTURBANCE WITHIN THE TRIBUTARY AREAS
OF THOSE CONTROLS. AREAS DISTURBED FROM THE INSTALLATION OF THESE MEASURES MUST BE
STABILIZED IN ACCORDANCE WITH THE SOIL STABILIZATION SPECIFICATIONS BEFORE STAGE TWO
WORK IS STARTED.
STAGE 2: DAY 5 TO DAY 10
1. UPON SATISFACTORY COMPLETION OF STAGE 1 WORK, THE CONTRACTOR SHALL CONTROL SOIL
ACCUMULATION ON ALL STREETS SURROUNDING THE PROJECT BY INSTALLING A CONSTRUCTION
ENTRANCE AS DETAILED ON SHEET C4.1. ONCE THE ENTRANCE HAS BEEN COMPLETED, ALL
CONSTRUCTION ACCESS TO THE SITE SHALL BE MADE THROUGH THE CONSTRUCTION ENTRANCE.
STABILIZE DISTURBED AREAS BEFORE STARTING STAGE 3 WORK.
STAGE 3: DAY 10 TO DAY 30
1. UPON COMPLETION OF STAGE 2 WORK, REMOVE EXISTING VEGETATION FROM THE SITE AS SHOWN
ON SHEET C4.1. VEGETATION SHALL BE DISPOSED OF PROPERLY OFF SITE UNLESS APPROVED
OTHERWISE BY OWNER AND ENGINEER.
2. REMOVE TOP SOIL FROM THE AREAS REQUIRED FOR MASS GRADING. THIS AREA MAY BE
DETERMINED FROM THE EXISTING AND PROPOSED CONTOUR LINES SHOWN ON SHEET C4.1. TOPSOIL
WILL BE PLACED AT THE TEMPORARY STOCKPILE LOCATION SHOWN ON SHEET C4.1. UPON
COMPLETION OF THE TOPSOIL REMOVAL, THE STOCKPILE SHALL BE STABILIZED IN ACCORDANCE WITH
THE SOIL STABILIZATION SPECIFICATIONS.
3. IMMEDIATELY AFTER THE TOPSOIL HAS BEEN REMOVED, MASS GRADE THE SITE KEEPING
DISTURBED AREAS TO A MINIMUM AT ALL TIMES ROUGH GRADING FOR THE INSTALLATION OF THE
PROPOSED FACILITY AND SIDEWALKS SHALL BE COMPLETED IN THIS STAGE.
STAGE 4: DAY 30 TO DAY 120
1. UPON COMPLETION OF STAGE 3, THE CONTRACTOR SHALL COMMENCE WITH THE INSTALLATION OF
SITE UTILITIES. ALL UTILITY TRENCHES SHALL BE STABILIZED AS SOON AS POSSIBLE. THE
CONTRACTOR SHALL REFER TO THE GUIDELINES ESTABLISHED IN THE INDIANA STORMWATER QUALITY
MANUAL.
2. STORM SEWER INLETS SHALL BE PROTECTED UNTIL THE TRIBUTARY AREAS ARE STABILIZED. AS
SEWER LINES ARE INSTALLED, THE CONTRACTOR SHALL PROTECT EACH INLET WITH SEDIMENT
BARRIERS PER DETAIL SHEET C4.1.
STAGE 5: DAY 120 THROUGH DAY 180
1. FINISH GRADING SHALL COMMENCE IMMEDIATELY UPON COMPLETION OF STAGES 3 AND 4. PROVIDE
A MINIMUM OF 6 INCHES OF TOPSOIL WHICH WILL SUSTAIN LAWN GROWTH. TOPSOIL SHALL BE CLEAN
AND FERTILE, FRIABLE, NATURALLY LOAMY, SURFACE SOIL; REASONABLY FREE OF SUBSOIL, CLAY
LUMPS, BRUSH WEEDS, AND OTHER LITTER; AS WELL AS FREE OF ROOTS, STUMPS, STONES LARGER
THAN 1/2 INCH IN ANY DIMENSION, AND OTHER EXTRANEOUS OR TOXIC MATTER HARMFUL TO PLANT
GROWTH. THE CONTRACTOR SHALL STABILIZE ALL SOILS IN ACCORDANCE TO SOIL STABILIZATION
SPECIFICATION NOTE NO. B11 UNLESS SPECIFIED OTHERWISE.
STAGE 6: DAY 180 THROUGH 300
1. FINISH GRADING SHALL BE COMPLETED BY 05-31-2022 OR AS SOON AS WEATHER PERMITS.
2. PERMANENT SOIL STABILIZATION OF THE ENTIRE SITE SHALL BE OBTAINED BY 10-31-2022 IN
ACCORDANCE WITH THE SOIL STABILIZATION SPECIFICATIONS.
3. ALL PAVEMENTS, SIDE WALKS, ETC. SHALL BE INSTALLED BY THE END OF THIS STAGE. TEMPORARY
EROSION CONTROL AND SEDIMENT CONTROL DEVICES SHALL BE REMOVED BY THE CONTRACTOR
UPON PERMANENT SOIL STABILIZATION AS INDICATED IN THE SOIL STABILIZATION SPECIFICATIONS.
ON AND ADJACENT TO THE SITE:
A23 PROPOSED FINAL TOPOGRAPHY AT AN INTERVAL APPROPRIATE TO SHOW DETAILED
DRAINAGE PATTERNS:
POTENTIAL POLLUTANT SOURCES POST CONSTRUCTION INCLUDE DISTURBED SOILS
FROM LOT DEVELOPMENT, FERTILIZERS, PESTICIDES AND OTHER LAWN TREATMENT
APPLICATIONS AND ASSORTED FUELS, OILS AND LIQUIDS ASSOCIATED WITH VEHICULAR
TRAFFIC THROUGHOUT THE DEVELOPMENT.
C1 DESCRIPTION OF POTENTIAL POLLUTANT SOURCES ASSOCIATED WITH THE
B1 DESCRIPTION OF POTENTIAL POLLUTANT SOURCES ASSOCIATED WITH CONSTRUCTION
TO PREVENT OR REDUCE THE AMOUNT OF CONTAMINATION TO STORMWATER
RESULTING FROM VEHICLE AND EQUIPMENT MAINTENANCE BY MAINTAINING A "DRY AND
CLEAN SITE". THE BEST PRACTICE WOULD BE TO PERFORM MAINTENANCE ACTIVITIES AT
AN OFFSITE FACILITY WHENEVER POSSIBLE. IF THIS OPTION IS NOT FEASIBLE, THEN
WORK SHOULD BE PERFORMED ONLY IN DESIGNATED AREAS, WHILE PROVIDING
ADEQUATE COVER FOR MATERIALS STORED OUTSIDE, ROUTINELY CHECKING FOR LEAKS
AND SPILLS, AND CONTAINING AND CLEANING UP ALL SPILLS IMMEDIATELY.
A2 11x17 INCH PLAT SHOWING BUILDING LOT NUMBERS/BOUNDARIES AND ROAD LAYOUT/NAMES:
SEE ATTACHED.
A4 VICINITY MAP SHOWING PROJECT LOCATION:
SEE PLOT PLAN.
SEE SHEETS C4.1 - C4.3.
SEE SHEETS C4.1 - C4.3.
EROSION CONTROL SCHEDULE
MAINTENANCE INSTALLATION SEQUENCE
N/A
WEEKLY, AFTER STORM EVENTS AND AS NEEDED
AS NEEDED
WATER AS NEEDED
WEEKLY, AFTER STORM EVENTS AND AS NEEDED
AFTER FINISH GRADING - AS SOON AS PRACTICAL UPON COMPLETION
PRIOR TO ANY EQUIPMENT ENTERING THE SITE
PRIOR TO ANY EARTHWORK / EXCAVATION
CONSTRUCTION ENTRANCE
SILT FENCE
INLET PROTECTION
PERMANENT SEEDING
EROSION CONTROL MEASURE
REMOVAL OF SILT FENCE AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED
AFTER EACH INLET IS INSTALLED
N/AREMOVAL OF SANDBAG BARRIER AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED
ALONG WITH ROUGH GRADINGDIVERSION SWALES/SEDIMENT TRAPS WEEKLY, AFTER STORM EVENTS AND AS NEEDED
WATER AS NEEDED INSPECT PERIODICALLY AFTER FINISH GRADING - AS SOON AS PRACTICAL UPON COMPLETIONTEMPORARY SEEDING
PRIOR TO ANY CONCTETE BEING DELIVEREDCONCRETE WASHOUT WEEKLY, PROIR TO EACH USE
ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED IN THE FIELD BY THE INSPECTOR
PS
TS
EB ALONG WITH ROUGH GRADINGEROSION CONTROL BLANKET WEEKLY, AFTER STORM EVENTS AND AS NEEDED
THE STORMWATER FROM THE PROJECT SITE WILL BE COLLECTED IN THE PROPOSED POND
AND ROUTED TO THE SOUTH TOWARDS THE REGULATED DRAIN SYSTEM IN QUEENS WAY
CIRCLE.
NONE.
THE POTENTIAL EXISTS FOR STORMWATER TO PERCOLATE THROUGH THE
SOILS THROUGHOUT THE SITE.
AS STATED ABOVE, THE STORMWATER DISCHARGE FROM THE POND WILL OUTLET TO
THE REGULATED DRAIN IN QUEENS WAY CIRCLE.
PRE-DEVELOPED Q10 FOR PROJECT SITE = 1.91cfs
PRE-DEVELOPED Q100 FOR PROJECT SITE = 7.01 cfs
POST-DEVELOPED Q10 RELEASE RATE = 0.15 cfs
POST-DEVELOPED Q100 RELEASE RATE = 0.31 cfs
EXISTING ADJACENT LAND USES INCLUDE RESIDENTIAL HOMES TO THE NORTH, EAST, SOUTH
AND WEST. THE UPSTREAM WATERSHED IS VERY LIMITED AND CONTAINS MOSTLY LAWN AREAS.
21-28-01
Sheet Number
Project Number
Certified By
Date: 09/27/2021
1-800-382-5544Red Barn Engineering Company, LLCCivil Engineering Consulting Services317.677.6797www.RedBarnEngineeringCo.comChris@RedBarnEngineeringCo.comNEW POND CONSTRUCTION11100 QUEENS WAY CIRCLECARMEL, INDIANA 46032Prepared For:Mr. Jacob Gorden - 317.660.420011100 Queens Way CircleCarmel, Indiana 46032C4.3
NOT INCLUDED
C4.3
COVER SHEET
SURVEY
C4.1
C4.2
C4.2
C4.1
C4.2
C4.2
C4.2
C4.2
C4.2
C4.2
C4.1
SURVEY
C4.1
C4.1
N/A
N/A
SURVEY
C4.1
ASSESSMENT OF STORM WATER POLLUTION PREVENTION
PLAN-CONSTRUCTION COMPONENT
PLAN INDEX
A1 PLAN INDEX
A2 11 X 17 PLAT
A3 NARRATIVE
A4 VICINITY MAP
A5 LEGAL DESCRIPTION
A6 SITE IMPROVEMENTS
A7 HYDROLOGIC CODE
A8 WATER QUALITY PERMITS
A9 STORM WATER DISCHARGE POINTS
A10 WATER NAMES AND LOCATIONS ADJACENT TO SITE
A11 RECEIVING WATER
A12 POTENTIAL GROUNDWATER DISCHARGES
A13 100-YR FLOODPLAINS, FLOODWAYS&FLOODWAY FRINGES
A14 PEAK DISCHARGE ESTIMATE
A15 ADJACENT LAND USE
A16 LIMITS OF CONSTRUCTION/DISTURBED AREAS
A17 EXISTING VEGETATIVE COVER
A18 SOILS
A19 PROPOSED STORM WATER SYSTEM
A20 OFF-SITE CONSTRUCTION ACTIVITIES
A21 STOCKPILES/BORROW/DISPOSAL AREAS
A22 EXISTING TOPOGRAPHY
A23 PROPOSED TOPOGRAPHY
FOR
STORM WATER POLLUTION PREVENTION
PLAN-POST CONSTRUCTION COMPONENT
CONSTRUCTION PLAN ELEMENTS
CONSTRUCTION / STORMWATER POLLUTION PREVENTION PLAN
B1 POLLUTANT SOURCES
B2 STORM WATER QUALITY MEASURE IMPLEMENTATION
B3 CONSTRUCTION ENTRANCE
B4 SEDIMENT CONTROL MEASURES-SHEET FLOW
B5 SEDIMENT CONTROL MEASURES-CONCENTRATED FLOW
B6 STORM INLET PROTECTION MEASURES
B7 RUNOFF CONTROL MEASURES
B8 OUTLET PROTECTION
B9 GRADE STABILIZATION STRUCTURES
B10 STORM WATER QUALITY MEASURE
B11 TEMPORARY SURFACE STABILIZATION
B12 PERMANENT SURFACE STABILIZATION
B13 MATERIAL HANDLING AND SPILL PREVENTION
B14 MONITORING AND MAINTENANCE GUIDELINES
B15 EROSION AND SEDIMENT CONTROL SPECIFICATIONS
FOR EACH LOT
C4.3
C4.3
C4.1-C4.3
C4.1-C4.3
N/A
C4.1-C4.3
C4.1-C4.3
N/A
N/A
C4.1
C4.1-C4.3
C4.1-C4.3
C4.3
C4.3
N/A
C4.1-C4.3
C4.1-C4.3
C4.1-C4.3
C4.1-C4.3
C4.1-C4.3
C1 OUTLET PROTECTION
C2 STORM WATER QUALITY MEASURE IMPLEMENTATION
C3 STORM WATER QUALITY MEASURES
C4 STORM WATER QUALITY MEASURE DETAILS
C5 STORM WATER QUALITY MEASURE MAINTENANCE
GIVEN THE WILL BE MINIMALLY DISTURBED, NO STOCKPILES ARE PLANNED.
THE OWNER WILL PROVIDE MAINTENANCE ACTIVITIES FOR THE FOLLOWING POST
CONSTRUCTION WATER QUALITY MEASURES. MAINTENANCE ACTIVITIES WILL BE
COMPLETED AS DESCRIBED BELOW. SPECIFIC ACTIVITIES ASSOCIATED WITH THE SITE ARE
AS LISTED BELOW. REFER TO THE OPERATIONS AND MAINTENANCE MANUAL FOR MORE
DETAILED INFORMATION.
ALL STORM SEWER PIPES WILL BE INSPECTED MONTHLY. DEBRIS AND TRASH AROUND OR
OBSTRUCTING PIPES WILL BE REMOVED.
GRASS AREAS SURROUNDING INLETS WILL BE MAINTAINED ON A REGULAR MOWING CYCLE.
TRASH AND DEBRIS WILL BE REMOVED FROM SEEDED AND PAVED AREAS.
DAMAGE TO ANY PART OF THE STORMWATER COLLECTION SYSTEM SHOULD BE REPAIRED
AS SOON AS POSSIBLE.
THE WET POND SHALL BE INSPECTED FOR SEDIMENT ACCUMULATION EVERY MONTH FOR
THE FIRST SIX MONTHS TO DETERMINE THE ACCUMULATION RATES. FREE FLOATING DEBRIS
SHALL BE REMOVED USING A VACUUM TRUCK.
THE STORM SEWER PIPES WILL BE INSPECTED FOR SEDIMENT ACCUMULATIONS EVERY
MONTH FOR THE FIRST SIX MONTHS TO DETERMINE THE ACCUMULATION RATES. FREE
FLOATING DEBRIS SHALL BE REMOVED USING A VACUUM TRUCK.
PRE-CONSTRUCTION ACTIVITIES:
1. A PRE-CONSTRUCTION MEETING IS REQUIRED AND SHALL INCLUDE, AT A MINIMUM, THE
FOLLOWING PARTIES IN ATTENDANCE:
A. JOHN THOMAS, CITY OF CARMEL
B. OWNER'S REPRESENTATIVE (TO BE DETERMINED)
C. CONTRACTOR (TO BE DETERMINED)
2. OWNER/CONTRACTOR SHALL DESIGNATE THE PERSON RESPONSIBLE FOR COMPLYING WITH
THE ON-SITE STORMWATER POLLUTION PREVENTION PLAN. COORDINATE RESPONSIBILITY
FOR COMPLETING THE SITE REVIEWS AFTER EACH 1/2" RAINFALL AND/OR A MINIMUM OF ONE
TIME PER WEEK.
3. NOTIFY IDEM RULE 5 COORDINATOR (317-233-1864) AND THE CITY OF CARMEL ENGINEERING
DEPARTMENT AT (317) 571-2305 WITHIN 48 HOURS OF STARTING CONSTRUCTION. SCHEDULE A
PRE-CONSTRUCTION MEETING WITH THE CITY AFTER THE PERIMETER PRACTICES HAVE BEEN
INSTALLED.
4. POST THE CONTACT INFORMATION AT THE CONSTRUCTION ENTRANCE. INCLUDE A COPY OF
THE NOI AND THE CONTACT INFORMATION FOR THE ON-SITE PERSON WHO IS RESPONSIBLE
FOR IMPLEMENTING THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP). A COPY OF
THE SWPPP SHOULD BE ON-SITE AND WEEKLY SITE REPORTS NEED TO BE AVAILABLE WITHIN
48 HOURS OF A REQUEST.
5. AN ORANGE CONSTRUCTION FENCE SHALL BE INSTALLED ALONG THE PERIMETER OF THE
TREE PRESERVATION AREAS PRIOR TO ANY EARTH MOVING ACTIVITIES. MARK AND PROTECT
TREES TO BE PRESERVED AND ASSOCIATED ROOT ZONES.
6. EVALUATE EXISTING VEGETATION SUITABLE FOR USE AS FILTER STRIPS ALONG SITE
BOUNDARIES.
7. MAINTAIN A 10' MINIMUM GRASS FILTER STRIP ALONG THE SITE PERIMETER ADJACENT TO
PUBLIC STREETS.
8. ESTABLISH CONSTRUCTION STAGING AND MATERIAL STORAGE AREA FOR EQUIPMENT,
VEHICLES AND SITE DELIVERIES AS FAR FROM TREE PROTECTION AREAS AS POSSIBLE.
9. WHILE NOT SPECIFICALLY INDICATED ON THE PLANS, THE CONTRACTOR SHALL KEEP LAND
DISTURBANCE ALONG PROPERTY LINES TO A MINIMUM.
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE CITY OF
CARMEL ENGINEERING DEPARTMENT WITHIN 5 DAYS IN THE EVENT OF LARGE
SPILLS.
THESE PROCEDURES ARE APPLICABLE FOR ALL CONSTRUCTION PROJECTS WHERE AN
ONSITE STAGING YARD AREA IS NECESSARY FOR THE STORAGE AND MAINTENANCE
OF HEAVY CONSTRUCTION EQUIPMENT AND VEHICLES.
VEHICLE AND EQUIPMENT MAINTENANCE SHOULD ONLY BE PERFORMED ONSITE
WHEN IT IS IMPRACTICAL TO SEND THEM OFFSITE FOR MAINTENANCE AND REPAIR.
TRANSPORTING VEHICLES AND /EQUIPMENT OFFSITE SHOULD BE DONE ONLY AT THE
STABILIZED CONSTRUCTION ENTRANCE/EXIT. VEHICLE STORAGE AND EQUIPMENT
MAINTENANCE PROVIDES FOR A POTENTIALLY SIGNIFICANT SOURCE OF
STORMWATER POLLUTION. ONSITE ACTIVITIES THAT CAN CONTAMINATE
STORMWATER INCLUDE GENERAL MAINTENANCE SUCH AS CHANGING OR
REPLACEMENT OF FLUIDS AND FILTERS, ENGINE REPAIR AND SERVICE, AND
OUTDOOR EQUIPMENT STORAGE OR PARKING (FROM SOURCES SUCH AS THE
ENGINE, OIL, FUEL, OR HYDRAULIC FLUID LEAKS).
IF MAINTENANCE MUST OCCUR ONSITE, WORK SHOULD BE DONE ONLY IN DESIGNATED
AREAS LOCATED AWAY FROM DRAINAGE COURSES. DEDICATED MAINTENANCE AREAS
SHOULD BE PROTECTED FROM STORMWATER INFILTRATION AND RUNOFF. THE
MAINTENANCE AREA SHOULD BE LOCATED AT LEAST 50 FEET FROM DOWNSTREAM
DRAINAGE FACILITIES, WATERWAYS, AND FLOOD PLAINS.
STORE AN ADEQUATE AMOUNT OF SPILL CLEANUP MATERIALS ONSITE WHERE THEY
CAN BE READILY ACCESSIBLE.
DRIP PANS OR ABSORBENT PADS SHOULD BE USED DURING VEHICLE AND EQUIPMENT
MAINTENANCE WORK THAT INVOLVES FLUIDS, UNLESS THE MAINTENANCE WORK IS
PERFORMED OVER AN IMPERMEABLE SURFACE WITHIN THE DEDICATED MAINTENANCE
AREA
USE ABSORBENT MATERIALS ON SMALL SPILL AREAS. REMOVE THE CONTAMINATED
ABSORBENT MATERIALS PROMPTLY AND DISPOSE OF THEM PROPERLY.
ALL FUELING TRUCKS AND FUELING AREAS SHALL HAVE SPILL KITS AND/OR USE
OTHER ADEQUATE SPILL PROTECTION DEVICES.
INSPECT ONSITE VEHICLES AND EQUIPMENT DAILY AT THE BEGINNING OF EACH DAY
FOR LEAKS AND REPAIR IMMEDIATELY.
KEEP VEHICLES AND EQUIPMENT CLEAN; DO NOT ALLOW EXCESSIVE BUILD-UP OF OIL,
GREASE OR SILT MATERIALS THAT MAY CONTAMINATE OTHER PORTIONS OF THE SITE.
EMPLOYEES AND SUBCONTRACTORS SHALL BE TRAINED IN PROPER MAINTENANCE
AND SPILL MEDIATION PROCEDURES.
PROPERLY DISPOSE OF USED OILS, FLUIDS, LUBRICANTS, AND SPILL CLEANUP
MATERIALS PER LOCAL AND STATE LAWS.
SEPARATE AND RECYCLE WASTES SUCH AS GREASES, USED OIL, HYDRAULIC FLUID,
OIL FILTERS, ANTIFREEZE, CLEANING SOLVENTS, BATTERIES, AND TRANSMISSION
FLUIDS. IF THESE MATERIALS ARE STORED ONSITE, PROVIDE ADEQUATE SECONDARY
CONTAINMENT AND COVERS.
DO NOT PLACE USED OIL IN AN UNAPPROVED DUMPSTER, POUR INTO A STORM DRAIN
OR WATERCOURSE, OR POUR ONTO THE GROUND.
DRIP PANS OR PLASTIC SHEETING SHOULD BE PLACED UNDER ALL VEHICLES AND
EQUIPMENT PLACED ON WATERWAY DOCKS, BARGES, OR OTHER STRUCTURES
LOCATED OVER WATER BODIES WHEN THE VEHICLE OR EQUIPMENT IS ANTICIPATED TO
BE IDLE FOR MORE THAN ONE HOUR.
13.
C4.3STORMWATER POLLUTION PREVENTION PLAN NOTESSEE SHEETS C4.1 - C4.3.
SEE SHEETS C4.1 - C4.3.
SEE SHEETS C4.1 - C4.3.
SEE SHEETS C4.1 - C4.3.
SEE SHEETS C4.1 - C4.3.
RETENTION POND
2. IMMEDIATELY REMOVE FLOATING OIL / DEBRIS USING A VACUUM
TRUCK.
4. INSPECT POND SHELVES FOR SEDIMENT DEPOSITS WEEKLY. REMOVE
ANY SEDIMENT AND REPAIR POND SHELF PER PROJECT DETAILS.
1. INSPECT RETENTION PONDS WEEKLY AND AFTER STORM EVENTS OR
HEAVY USE. PARTICULAR ATTENTION NEEDS TO BE PAID TO OUTLET
STRUCTURES AND ENTRANCE PIPES.
3. RESHAPE POND BANKS AS NEEDED IN AREAS WHERE CHANNELING
FROM RUNOFF OCCURS. STABILIZE WITH EROSION CONTROL BLANKETS
PER PROJECT DETAILS.
09/29/21
C5SITE DETAILS21-28-01
Sheet Number
Project Number
Certified By
Date: 09/27/2021
1-800-382-5544Red Barn Engineering Company, LLCCivil Engineering Consulting Services317.677.6797www.RedBarnEngineeringCo.comChris@RedBarnEngineeringCo.comNEW POND CONSTRUCTION11100 QUEENS WAY CIRCLECARMEL, INDIANA 46032Prepared For:Mr. Jacob Gorden - 317.660.420011100 Queens Way CircleCarmel, Indiana 46032COMPACTED SUBGRADE
TOPSOIL (6" MINIMUM)
10'-0"
TOPSOIL (
6
" MINIMUM)
DISTANCE PER GRADING PLAN
5
1 1
NOTE:
5
NOTE:
REFER TO PLANS FOR ELEVATIONS, GRADE &
LOCATION, AND REQUIRED EROSION CONTROL
MEASURES
EROSION CONTROL MEASURES
SHALL EXTEND BEYOND CENTERLINE
OF DRAINAGE SWALE AS NOTED ON
PLANS
EROSION CONTROL PER
PLAN
EROSION CONTROL PER PLAN
Grass Lined Swale Detail
Not To ScaleC OF SWALELDISTANCE PER GRADING PLAN
MANUFACTURED GALVANIZED
16 GAUGE STEEL END SECTION
W/ REINFORCED EDGE
TOE PLATE
MANUFACTURED HINGED
TRASH GUARD
CONNECTED TO STORM SEWER PIPE
PER MANUFACTURER'S RECOMMENDATIONS
3' (12" PIPE)
6' (12" PIPE)
METAL FLARED END WITH CONCRETE BENCH
AND RIP-RAP DETAIL
NOT TO SCALE
15" DEEP REVETMENT
RIP-RAP APRON
12" X 24" CONC. BENCH AT ALL
STORM PIPE DISCHARGES.
(PIPE SHALL BE STRAPPED TO
CONC. ANCHOR IF PIPE IS
SUBMERGED)
24"
12"
15" DEEP REVETMENT
RIP-RAP APRON
8' (18" PIPE)
5' (18" PIPE)
Emergency Spillway Cross Section
Not To Scale
5:1 slope Earthen Spillway (853.10)
20'
Top of Basin (855.10)
5:1 s lopeTop of Basin (855.10)
5:1 s lope
Top of Basin (855.10)
Bottom of Pond (842.40)
5:1 s
lope
6'
12'
Earthen Spillway (853.10)
(1.0% Cross Slope)
Existing Ground (853.0) 3:1 slope
Normal Pool (852.40)
Pond Aeration Foundation Detail
Not To Scale
09/29/21