HomeMy WebLinkAboutContinued Mining at Martin Marietta Full SetNO SCALE
HAMILTON COUNTY
PROJECT LOCATION PROJECT LOCATION
LOCATION MAPAREA MAP
CITY OF CARMEL STANDARD NOTES
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CITY OF CARMEL PLANNING
ONE CIVIC SQUARE
CARMEL, IN 46032
ANGIE CONN / ALEXIA LOPEZ
TEL: 317/571-2417
CITY OF CARMEL ENGINEERING
ONE CIVIC SQUARE
CARMEL, IN 46032
JOHN THOMAS / ALEX JORDAN
TEL: 317/571-2441
CITY OF CARMEL FIRE DEPARTMENT
TWO CIVIC SQUARE
CARMEL, INDIANA 46032
CHRIS ELLISON
TEL: 317/571-2600
CARMEL CITY UTILITIES
30 W MAIN ST, SUITE 220
CARMEL, INDIANA 46032
JOHN DUFFY
TEL: 317/571-2648
HAMILTON COUNTY SURVEYOR
ONE HAMILTON COUNTY SQUARE
SUITE 188
NOBLESVILLE, INDIANA 46060
TEL: 317/776-8495
CLAY TOWNSHIP REGIONAL WASTE DISTRICT
10701 NORTH COLLEGE AVENUE, SUITE A
INDIANAPOLIS, IN 46280-1098
RYAN HARTMAN
TEL: 317/844-9200
DUKE ENERGY
100 SOUTH MILL CREEK RD.
NOBLESVILLE, INDIANA 46060
TEL: 317/776-5352
COMCAST
9750 E. 150th STREET
SUITE 1600
NOBLESVILLE, INDIANA 46060
TEL: 317/776-4495
VECTREN GAS
P.O. BOX 1700
NOBLESVILLE, INDIANA, 46060
TEL: 317/776-5573
AT&T
5858 NORTH COLLEGE
INDIANAPOLIS, INDIANA 46220
TEL: 317/252-5168
OPERATING AUTHORITIES
1.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, OR VERIFYING THAT ALL PERMITS AND
APPROVALS ARE OBTAINED FROM THE RESPECTIVE CITY, COUNTY, AND STATE AGENCIES PRIOR TO
STARTING CONSTRUCTION.
2.IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE EXACT LOCATION OF ALL
EXISTING UTILITIES IN THE VICINITY OF THE CONSTRUCTION AREA PRIOR TO STARTING
CONSTRUCTION
3.IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY AND COORDINATE CONSTRUCTION WITH
ALL RESPECTIVE UTILITIES.
4.ALL QUANTITIES GIVEN ON THESE PRINTS, VERBALLY OR IN THE SCOPE OF WORK SECTION ARE
ESTIMATES AND SHALL BE CONFIRMED BY THE BIDDING CONTRACTORS.
5.OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS FOR EXCAVATIONS; FINAL
RULE 29 CFR PART 1926, SUBPART "P" APPLIES TO ALL EXCAVATIONS EXCEEDING FIVE (5) FEET IN
DEPTH.
6.6) IN ADDITION, EXCAVATION EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE THE DESIGN OF A
TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER.
7.IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER AND CONTRACTOR TO MAINTAIN QUALITY
CONTROL THROUGHOUT THIS PROJECT.
8.TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL
STANDARDS.
9.THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND METHODS
ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS.
10.ANY FIELD TILES ENCOUNTERED DURING EXCAVATION SHALL BE REPAIRED AND CONNECTED TO NEW
STORM SEWERS AND POSITIVE DRAINAGE PRESERVED.
11.IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER THAT ALL LANDSCAPE REQUIREMENTS ARE MET
AND CONFORM TO APPLICABLE LOCAL STANDARDS.
12.THE SITE DOES LIE IN A SPECIAL FLOOD HAZARD AREA CATEGORIZED AS ZONE "AE" AS ESTABLISHED
BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY - NATIONAL FLOOD INSURANCE PROGRAM,
WHEN PLOTTED BY SCALE ON FLOOD INSURANCE RATE MAP #18057C229G, DATED NOVEMBER 19, 2014.
THE BASE FLOOD ELEVATION AT THE SOUTHERN END OF THE SITE IS 741.00' AND RISES TO 742.00' AT
THE NORTHERN LIMITS OF THE SITE.
13.BEARINGS, DIMENSIONS AND EASEMENTS ARE SHOWN FOR REFERENCE ONLY. SEE RECORD
SURVEYS & PLAT FOR EXACT INFORMATION.
14.THE CONSTRUCTION LIMITS FOR THE ADDITIONAL EXTRACTION AREAS DOES NOT CONTAIN ANY
WETLANDS AS SHOWN ON THE U.S. DEPARTMENT OF THE INTERIOR FISH AND WILDLIFE SERVICE,
NATIONAL WETLANDS INVENTORY DIGITAL MAPPER FOR CARMEL, INDIANA, UPDATED MAY, 2023.
GENERAL NOTES
CONSTRUCTION PLANS FOR
MARTIN MARIETTA MATERIALS, INC.
MUELLER PROPERTY SAND & GRAVEL
106TH ST. & HAZEL DELL PKWY
CARMEL, IN 46033
LEGAL DESCRIPTION: INSTRUMENT #200000024710
PARCEL A: Part of the North Half of Section 9 , and part of the South Half of Section 4, all in Township 17 North, Range 4 East of the Second
Principal Meridian in Clay Township, Hamilton County, Indiana, described as follows:
Beginning at the Northwest corner of Section 9, Township 17 North, Range 4 East of the Second Principal Meridian in Clay Township Hamilton
County, Indiana; thence South 89 degrees 55 minutes 56 seconds East (assumed bearing) on the North line of said Section 9, a distance of 1336.18
feet to the Northwest corner of the East Half of the Northwest Quarter of said Section 9; thence South 00 degrees 11 minutes 12 seconds West on
the West line of said East Half 1716.00 feet; thence South 89 degrees 55 minutes 56 seconds East parallel with the North line of said Section 9, a
distance of 1336.01 feet to the West line of the East Half of said Section 9; thence South 00 degrees 11 minutes 33 seconds West on the West line
of said East Half 156.75 feet; thence South 89 degrees 55 minutes 56 seconds East parallel with the North line of said Section 9, a distance of
919.68 feet to the Westerly line of real estate conveyed to the City of Carmel, Indiana by a document titled " Certification of Clerk" recorded in the
Office of the Recorder of Hamilton County, Indiana, as instrument Number 9709754848 ; (the following fifteen courses being on the Westerly line
of said real estate) 1.) thence North 08 degrees 36 minutes 31 seconds East 885.22 feet; 2.) thence North 02 degrees 53 minutes 53 seconds East
201.00 feet; 3.) thence North 08 degrees 36 minutes 31 seconds East 660.61 feet; 4.) thence North 29 degrees 48 minutes 29 seconds West 55.59
feet; 5.) thence North 80 degrees 51 minutes 37 seconds West 303.34 feet; 6.) thence North 89 degrees 51 minutes 37 seconds West 148.00 feet;
7.) thence North 60 degrees 14 minutes 56 seconds West 57.55 feet; 8.) thence North 00 degrees 04 minutes 04 seconds East 16.50 feet to the
North line of said Section 9, being also the South line of Section 4, Township 17 North, Range 4 East, said point being 3302.24 feet South 89
degrees 55 minutes 56 seconds East of the Southwest corner of said Section 4; 9.) thence continuing North 00 degrees 04 minutes 04 seconds East
16. 50 feet; 10.) thence North 60 degrees 23 minutes 05 seconds East 57.55 feet; 11.) thence North 89 degrees 50 minutes 43 seconds East 254.47
feet; 12.) thence South 81 degrees 22 minutes 39 seconds East 198.24 feet; 13.) thence North 25 degrees 45 minutes 13 seconds East 826.18 feet;
14.) thence North 21 degrees 15 minutes 23 seconds East 576.29 feet; 15.) thence North 07 degrees 37 minutes 09 seconds East 180.00 feet to a
point on a line that is parallel with the South line of said Section 4, and extends Easterly from a point on the East line of the Southwest Quarter of
said Section 4 that is 154.10 feet North of the Southeast corner of the North Half of said Southwest Quarter; thence North 89 degrees 55 minutes
56 seconds West on said line 1718.86 feet to the aforesaid point on the East line of said Southwest Quarter, being also the East line of KINGSWOOD
SUBDIVISION, SECTION THREE, a subdivision in Hamilton County, Indiana the Secondary Plat of which, as amended December 22, 1988, is recorded
in said Recorder' s Office as Instrument Number 8900204 on pages 111 and 112 of Plat Book 16; thence South 00 degrees 07 minutes 43 seconds
West on the East line of said Southwest Quarter 154.10 feet to the Southeast corner of the North Half of said Southwest Quarter; thence North 89
degrees 51 minutes 18 seconds West on the South line on the North Half of said Southwest Quarter 1521.03 feet to the Northeast corner of real
estate conveyed to the City of Carmel, Indiana, per a deed recorded in the Office of the Recorder of Hamilton County, Indiana on page 865 of Deed
Record 329, said corner being 1146.65 feet East of the Northwest corner of the South Half of said Southwest Quarter; thence South 00 degrees 27
minutes 42 seconds West on the East line of said real estate 918.75 feet, per the aforesaid deed, (919.89 feet by measurement) to the Southeast
corner of said real estate, said corner lying on a line that extends South 89 degrees 51 minutes 29 seconds East, measured parallel with the North
line of South Half of said Southwest Quarter from a point on the West line of said Southwest Quarter that is 406.45 feet North of the Southwest
corner of said Section 9; thence North 89 degrees 51 minutes 29 seconds West on said line and the Westerly prolongation thereof, a total distance
of 1145.58 feet, per the aforesaid deed, (1144.55 feet, by measurement) to the aforesaid point on the West line of said Southwest Quarter, said
point being also the Southwesterly corner of real estate conveyed to the City of Carmel, Indiana, by a Warranty Deed recorded in said Recorder' s
Office as Instrument Number 8726638; thence South 00 degrees 19 minutes 51 seconds West on the West line of the Southwest Quarter of said
Section 9, a distance of 406.45 feet to the PLACE OF BEGINNING, containing 202.902 acres, more or less.(105.981 in Section 9, and 96.921 in
Section 4).
Subject to all legal easements and rights--of-way.
PARCEL B:Part of the Northeast Quarter of Section 9, Township 17 North, Range 4 East of the Second Principal Meridian in Clay
Township, Hamilton County, Indiana, described as follows:
Beginning at the Northeast corner of the Northeast Quarter of Section 9, Township 17 North, Range 4 East of the Second Principal Meridian in Clay
Township, Hamilton County, Indiana; thence North 89 degrees 55 minutes 56 seconds West (assumed bearing) on the North line of said Section 9,
a distance of 1189.27 feet to the Easterly line of real estate conveyed to the City of Carmel, Indiana, by a document titled "Certification of Clerk"
recorded in the Office of the Recorder of Hamilton County, Indiana, as Instrument Number 9709754848; (the following five courses being on the
Easterly line of said real estate) 1.) thence South 11 degrees 50 minutes 53 seconds West 131.07 feet; 2.) thence South 86 degrees 32 minutes 20
seconds West 102.72 feet; 3.) thence South 07 degrees 00 minutes 13 seconds West 348.84 feet; 4.) thence South 12 degrees 02 minutes 32
seconds West 250.45 feet; 5.) thence South 08 degrees 36 minutes 31 seconds West 1159.69 feet to a point on a line that is parallel with the North
line of said Section 9, at a point that is 1872.75 feet South 00 degrees 11 minutes 33 seconds West measured parallel with the West line of said
Northeast Quarter; thence South 89 degrees 55 minutes 56 seconds East parallel with the North line of said Section 9, a distance of 284 feet, more
or less to the Westerly edge of water of White River; thence Northeasterly with the meandering of said edge of water to the East line of said
Section 9; thence Northerly on said East line 107 feet, more or less, to the PLACE OF BEGINNING, containing 29.628 acres, more or less.
Subject to all legal easements and rights-of-way.
LAND DESCRIPTION
PLANS PREPARED FOR
MARTIN MARIETTA MATERIALS, INC.
12220 N. MERIDIAN ST., SUITE 100
CARMEL, INDIANA 46032
TELEPHONE: (317) 428-5218
FAX: (317) 815-4823
CONTACT PERSON: JOHN SOSNOWSKI
EMAIL: JOHN.SOSNOWSKI@MARTINMARIETTA.COM W233008-C001 titleC001TITLE SHEETW233008JLKW233008 07/11/2023FAPFAPMARTIN MARIETTA INC. CARMEL SAND106TH ST & HAZEL DELL PKWY, CARMEL, IN 46033PLANS PREPARED BY
WEIHE ENGINEERS, INC.
10505 N. COLLEGE AVE.
INDIANAPOLIS, INDIANA 46280
TELEPHONE: (317) 846-6611
FAX: (317) 843-0546
CONTACT PERSON: FRED PARKER
EMAIL: PARKERF@WEIHE.NET
1.NO EARTH DISTURBING ACTIVITY MAY TAKE PLACE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT
2.THESE PLANS COMPLY WITH ALL ADA REQUIREMENTS.
3.UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. UTILITY LINE
RELOCATIONS REQUIRED FOR ROAD PROJECTS THAT RESULT IN A CONFLICT WITH PROPOSED DEVELOPMENT SHALL
BE THE DEVELOPER TO RESOLVE WITH THE UTILITY. EXISTING POLE LINES REQUIRED TO BE RELOCATED TO WITHIN
ONE FOOT OF PROPOSED RIGHT-OF-WAY LINE.
4.ALL EXISTING PERIMETER ROAD DRAINAGE STRUCTURES AND BRIDGES ACROSS THE FRONTAGE OF THIS
DEVELOPMENT ARE INDICATED ON THE PLANS. PROVISIONS HAVE BEEN MADE TO IMPROVE OR REPLACE ANY
DRAINAGE STRUCTURES AND BRIDGES AS NECESSARY OR AS REQUEST BY THE CITY TO ACCOMMODATE THE
PAVEMENT WIDENING, AUXILIARY LANES, MULTI-USE PATH, AND ANY OTHER REQUIRED IMPROVEMENTS TO THE
PROPERTY OR THE ROADWAY. THE COST TO IMPROVE OR REPLACE ANY DRAINAGE STRUCTURES AND BRIDGES WILL
BE BORNE BY THE DEVELOPER.
5.DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL BE RESTORED/REPAIRED TO THE SATISFACTION OF THE CITY AT THE
COMPLETION OF THE PROJECT. THE CONTRACTOR IS ENCOURAGED TO INSPECT THE RIGHT-OF-WAY WITH THE CITY
PRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THE EXISTING CONDITION OF THE RIGHT-OF-WAY.
6.CONTRACTOR SHALL PROTECT THE EXISTING CITY DUAL DUCT BANK IN THE RIGHT -OF-WAY. IN THE EVENT OF
CONFLICT WITH THE PROPOSED IMPROVEMENTS, RELOCATION OF THE DUAL DUCT BANK AND ALL
ASSOCIATED/APPURTENANT/ANCILLARY ITEMS SHALL BE THE SOLE RESPONSIBILILTY OF THE DEVELOPER SUBJECT TO
REVIEW AND APPROVAL BY THE CITY.
7.ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY RIGHT -OF-WAY SHALL CONFORM TO THE REQUIREMENTS OF
THE DEPARTMENT OF ENGINEERING. THE CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING TO
SCHEDULE A PRE-CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF
NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGES OF THE WORK AND TO REVIEW THE
AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN THE EXISTING AND PROPOSED RIGHT-OF-WAY.
10 9abcd 8 7 6efgh109876
5 4 3 2 Part of Sections 4 & 9, Township 17 North, Range 4 East, Clay Township, Hamilton County, Indiana1 PREPARED FOR:PROJECT NO.
SHEET NO.abcd5 4 3 2
e1
fhAPPROVAL PENDINGNOT FOR CONSTRUCTIONREVISED PER CITY COMMENTS10.24.2023FAP1gALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with confidence.SMENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape ArchitecturePROJECT NO.:REVISIONS AND ISSUESDATEBYDWG NAME:DESIGNED BY:DRAWN BY:CHECKED BY:DATE:Know what's below.
before you dig.Call
R
STEVEN SCOTT RUCKER P.E. 11300279
Sheet List Table
Sheet Number Sheet Title
C001 TITLE SHEET
C100 EXISTING CONDITIONS
C101 SITE PREPARATION & SWPPP PHASE 1
C102 RECLAMATION PLAN & SWPPP PHASE 2
C103 SWPPP SPECIFICATIONS
C104 SWPPP DETAILS
C105 SWPPP DETAILS
L100 LANDSCAPE PLAN
SITE BM
HCBR 246: HAMILTON COUNTY GEODETIC CONTROL DISK SET ON THE NORTHWEST
CONCRETE BRIDGE ABUTMENT OF THE 96TH STREET (COUNTY LINE ROAD) BRIDGE
OVER THE WHITE RIVER.
ELEV. - 745.66 (NGVD 29 DNR)
BENCHMARK INFORMATION
SITE TBM
TBM#1 IS A MAG NAIL SET IN THE ASPHALT PATH AT THE NE CORNER OF THE
INTERSECTION OF 106TH AND HAZEL DELL ROAD.
ELEV. - 741.53 (NAVD 88)
SITE DATA
SITE AREA = 43.00 AC (LIMITS OF CONSTRUCTION)
DISTURBED AREA = 31.00 AC
BUILDING AREA = N/A
PERCENT IMPERVIOUS = 0%
ZONING = S-1
FRONT YARD BSL REQUIRED = 40 FT
FRONT YARD BUFFER = 0 FT
REAR YARD BSL REQUIRED = 15 FT
32' PROVIDED AT LOTS 107-109
REAR YARD BUFFER = 0 FT
SIDE YARD BSL REQUIRED = 20 FT
65' PROVIDED AT WEST SIDE (NORTH PARCEL)
MINIMUM SIDE YARD AGGREGATE = 50 FEET
SIDE YARD BUFFER = 0 FT
PARKING REQUIRED:
NOT APPLICABLE
PROJECT SUMMARY
THIS PROJECT IS THE CONTINUED SAND AND GRAVEL EXTRACTION AT TWO EXISTING MINES,
CARMEL SAND AND INDY NORTH, NOT PREVIOUSLY PERMITTED. THE PROJECT WILL CONSIST OF
TWO PHASES. PHASE 1 CONSIST OF TREE REMOVAL AND REMOVAL OF OVERBURDEN TO
COMMENCE MINING BY DREDGE/EXCAVATOR. PHASE 2 CONSISTS OF SLOPE OF PERIMETER AREAS
AT 3:1 MAXIMUM SLOPE, INSTALLATION OF PHASE 2 SWPPP MEASURES, COMPLETION OF MOUNDING
AND FINAL LANDSCAPING.
ONLY PHASE 1 OF THE MUELLER SOUTH PARCEL WILL RESULT IN A TEMPORARY DISCHARGE TO TO
BLUE WOODS CREEK/WHITE RIVER.
ANTICIPATED START OF CONSTRUCTION IS DECEMBER 1, 2023 OR WHEN THE CITY OF CARMEL
STORMWATER PERMIT IS ISSUED.
12/7/2023
OHUOHUOHUOHUCITY OF CARMEL
INST. #8726638
AMERICAN AGGREGATES CORPORATION
BK. 150 PG. 552
S89°55'53"E 3138.87'
CITY OF CARMEL
INST. #8726638
AMERICAN AGGREGATES CORPORATION
BK. 150 PG. 552
BLUE WOODS CREEK
PROPOSED 55' HALF R/W
E&H MUELLER DEVELOPMENT LLC
INST. #200000024710
8.78± ACRES
CITY OF CARMEL
INST. #200100070412
29.628± ACRES
106
92
93
94
95
96
97
98
99
10010110210310410510710810953
HAZEL DELL PARKWAY 106TH STREET
R/W LINE
GRAVEL
GRAVELE&H MUELLER DEVELOPMENT LLC
INST. #200000024710
92.94± ACRES
EXISTING QUARRY PIT LAKE
ABBREVIATIONS
MEASURED DIMENSION
RECORD DIMENSION
CALCULATED DIMENSION
MARION COUNTY SURVEYOR'S OFFICE
HAMILTON COUNTY SURVEYOR'S OFFICE
CORRUGATED METAL PIPE
REINFORCED CONCRETE PIPE
POLYVINYL CHLORIDE PIPE
VITRIFIED CLAY PIPE
HIGH DENSITY POLYETHYLENE PIPE
DUCTILE IRON PIPE
(M)
(R)
(C)
MCSO
HCSO
CMP
RCP
PVC
VCP
HDPE
DIP
PLATTED DIMENSION(P)
FFE
AG
BG
ROW
INDOT
TC
FINISH FLOOR ELEVATION
ABOVE GROUND
BELOW GROUND
RIGHT OF WAY
INDIANA DEPARTMENT OF TRANSPORTATION
TOP OF CURB
INV INVERT
BSL BUILDING SETBACK LINE
SPOT ELEVATION500.0W233008-C100 ex condC100EXISTING CONDITIONSW233008JLKW233008 07/11/2023FAPFAPMARTIN MARIETTA INC. CARMEL SAND106TH ST & HAZEL DELL PKWY, CARMEL, IN 4603310 9abcd 8 7 6efgh109876
5 4 3 2 Part of Sections 4 & 9, Township 17 North, Range 4 East, Clay Township, Hamilton County, Indiana1 PREPARED FOR:PROJECT NO.
SHEET NO.abcd5 4 3 2
e1
fhAPPROVAL PENDINGNOT FOR CONSTRUCTIONREVISED PER CITY COMMENTS10.24.2023FAP1gALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with confidence.SMENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape ArchitecturePROJECT NO.:REVISIONS AND ISSUESDATEBYDWG NAME:DESIGNED BY:DRAWN BY:CHECKED BY:DATE:W
S
N
E
Know what's below.
before you dig.Call
R
STEVEN SCOTT RUCKER P.E. 11300279
LINE TYPES
UNDERGROUND GAS
UNDERGROUND WATER
AERIAL ELECTRIC
UNDERGROUND ELECTRIC
AERIAL COMMUNICATIONS
OVERHEAD UTILITY
FORCE MAIN
RIGHT OF WAY LINE
CHAIN LINK FENCE
BOARD FENCE
WROUGHT IRON FENCE
GUARD RAIL
HAND RAIL
BUILDING SETBACK LINE
BOUNDARY LINE
FLOW LINE
G G G
W W
E(A)E(A)
E E E
C C C
C(A)C(A)
OHU OHU
FM FM
AERIAL FIBER OPTIC CABLEFO(A)FO(A)
SECTION LINE
FARM FENCE
UNDERGROUND FIBER OPTICFOFO
INDEX CONTOUR
INTERMEDIATE CONTOUR
SANITARY SEWER
STORM SEWER
UNDERGROUND COMMUNICATIONS
FLOODWAY
FLOODWAY FRINGE
FIRE HYDRANT
WELL HEAD
WATER METER
WATER VALVE
GAS METER
GAS VALVE
GAS PIPELINE MARKER
PETROLEUM PIPELINE MARKER
LEGEND
GUY ANCHOR
ELECTRIC JUNCTION BOX
STREET LIGHT
UTILITY POLE
UTILITY POLE W/ LIGHT
UTILITY POLE W/ TRANSFORMER
UTILITY POLE W/ LIGHT & TRANSFORMER
TRANSFORMER
COMMUNICATIONS JUNCTION BOX
COMMUNICATIONS MANHOLE
COMMUNICATIONS PEDESTAL
COMMUNICATIONS RISER
STORM CLEANOUT
BEEHIVE INLET
CURB INLET
FLOOR DRAIN
ROUND INLET
SQUARE INLET
STORM MANHOLE
SANITARY SEWER MANHOLE
FIBER OPTIC MARKER
TREE LINE EDGE OF WOODS
SITE BM
HCBR 246: HAMILTON COUNTY GEODETIC CONTROL DISK SET ON THE NORTHWEST
CONCRETE BRIDGE ABUTMENT OF THE 96TH STREET (COUNTY LINE ROAD) BRIDGE
OVER THE WHITE RIVER.
ELEV. - 745.66 (NGVD 29 DNR)
BENCHMARK INFORMATION
SITE TBM
TBM#1 IS A MAG NAIL SET IN THE ASPHALT PATH AT THE NE CORNER OF THE
INTERSECTION OF 106TH AND HAZEL DELL ROAD.
ELEV. - 741.53 (NAVD 88)
THE BASIS OF BEARINGS FOR THIS PLAT OF SURVEY IS THE
USE OF A STATE PLANE GRID SYSTEM DERIVED FROM THE
EAST ZONE OF THE INDIANA STATE PLANE COORDINATE
SYSTEM (1301 IN EAST), 2011 ADJUSTMENT AS DETERMINED
BY RTK GPS MEASUREMENTS UTILIZING INDOT'S INCORS RTK
NETWORK AND/OR TRIMBLE'S VRS NOW RTK NETWORK.
ALL DISTANCES SHOWN ON THIS PLAT OF SURVEY ARE GRID
DISTANCES IN U.S. SURVEY FEET.
12/7/2023
CITY OF CARMEL
BK 329 PG 865
CITY OF CARMELINST. #8726638
AMERICAN AGGREGATES CORPORATIONBK. 150 PG. 552
CITY OF CARMEL
INST. #200100070412
CITY OF CARMEL
INST. #8726638
AMERICAN AGGREGATES CORPORATION
BK. 150 PG. 552
CITY OF CARMEL
INST. #8726638
AMERICAN AGGREGATES CORPORATION
BK. 150 PG. 552
PROPOSED 55' HALF R/W
KINGS
W
O
O
D
S
U
B
D
I
V
I
S
I
O
N
SECTIO
N
3
HAZEL DELL PARKWAYDDDD D D
D
D
DDDDDDDDDDDDDDDDDDDDDDDDDDDD DDDDDDDD D D
DDDDDDDD D D D
D D D D D D D D D D
D DDDDDD
D
D
D
DDDDDDDDDD 106TH STREET
R/W LINE
GRAVEL
GRAVELEXISTING QUARRY PIT LAKE
1
2
2 3
*
SF SF
4
SF SF SF
4
4
4
4
4
4
5
5
6
6
6
6
6
6
6
6
6
7
6
8
8
9
10
10
10
10
11
11
11
12
12
13
13
13
13
13
13
14
15
IP
IPIP
IP
IP
IP
16
16
5
8
17
4
4
4
SF SF
SF SF SF SFSFSF SFSFSFSFSFSFSFSF SF SFSFSFSFSF18
18
18
18
18
18
18
SITE PREPARATION / SWPPP PHASE 1 NOTES
INSTALL PERMIT POSTING AREA. 4" PVC TUBE WITH END CAPS ATTACHED TO
PROJECT CONSTRUCTION SIGN TO CONTAIN APPROVED CONSTRUCTION
DRAWINGS AND PERMITS FOR INSPECTORS.
INSTALL CONSTRUCTION ENTRANCE. REFER TO DETAIL ON SHEET C103
LOWER TOP OF BERM APPROXIMATELY 6' TO ELEVATION 762.00 FOR INSTALLATION
OF CONSTRUCTION ENTRANCE.
INSTALL SILT FENCE. REFER TO DETAIL ON SHEET C103
INSTALL WIRE BACKED SILT FENCE. REFER TO DETAIL ON SHEET 103.
REMOVE EXISTING TREE(S), AND VEGETATION (BRUSH/SHRUBS/GRASS)
DISCONNECT; ABANDON/REMOVE AND ELECTRIC SERVICE LINE(S) TO EXISTING
HOUSE AND APPURTENANCES AS SHOWN. COORDINATE WITH SERVICE PROVIDER.
REMOVE BUILDING(S) AND APPURTENANCES FROM EXISTING LOCATION(S).
REMOVE EXISTING GRAVEL DRIVE.
EXISTING TREES TO REMAIN. (MINIMUM 40' FROM R/W ALONG 106TH ST AND HAZEL
DELL PARKWAY AND 65' FROM THE WEST PROPERTY LINE)
MAINTAIN EXISTING 50' (MIN) TO 75' BUFFER (FROM TOP OF BANK) ALONG BLUE
WOODS CREEK.
PROPOSED LIMITS OF EXTRACTION
GRADE PERIMETER AREAS AT 3:1 MAX SLOPE TO DRAIN TOWARDS LAKES AND OR
SWALES
EXISTING ENTRY GATES TO REMAIN. GATES TO BE LOCKED AT ALL TIMES WHEN
EMPLOYEES ARE NOT ONSITE
EXISTING WELL TO BE ABANDONED AND CAPPED PER INDIANA STATE DEPARTMENT
OF HEALTH REQUIREMENT
INSTALL INLET PROTECTION. (SUBSURFACE WITH OVERFLOW-FLEXSTORM)
REMOVE ASPHALT DRIVE
TREE PRESERVATION FENCING. REFER TO DETAIL SHEET C104
EXISTING AREAS
TOTAL SITE = 43.00 AC
DISTURBED = 31.00 AC
PERVIOUS = 29.83 AC
IMPERVIOUS = 1.17 AC
REMOVED TREES/SHRUBS/BRUSH
REMOVED STONE AREA
HATCH LEGEND
1
2
3
4
5
6
7
8
9
CONTACT PERSON FOR EROSION
CONTROL & SEDIMENT PRACTICES
WEIHE ENGINEERS, INC.
10505 N. COLLEGE AVE.
INDIANAPOLIS, IN 46268
TELEPHONE: (317) 846-6611
FAX: (317) 843-0546
EMAIL: PARKERF@WEIHE.NET
CONTACT PERSON: FRED PARKER, CPESC
LINE TYPES
UNDERGROUND GAS
UNDERGROUND WATER
AERIAL ELECTRIC
UNDERGROUND ELECTRIC
UNDERGROUND COMMUNICATIONS
AERIAL COMMUNICATIONS
OVERHEAD UTILITY
FORCE MAIN
RIGHT OF WAY LINE
CHAIN LINK FENCE
BOARD FENCE
WROUGHT IRON FENCE
GUARD RAIL
HAND RAIL
SILT FENCE
BUILDING SETBACK LINE
BOUNDARY LINE
FLOW LINE
G G G
W W
E(A)E(A)
E E E
C C C
C(A)C(A)
OHU OHU
FM FM
SF SF
AERIAL FIBER OPTIC CABLEFO(A)FO(A)
SECTION LINE
FARM FENCE
UNDERGROUND FIBER OPTICFOFO
INDEX CONTOUR
INTERMEDIATE CONTOUR
500
501
SANITARY SEWER
STORM SEWER
W233008-C101 swppp1C101SITE PREPARATION & SWPPP PHASE 1W233008JLKW233008 07/11/2023FAPFAPMARTIN MARIETTA INC. CARMEL SAND106TH ST & HAZEL DELL PKWY, CARMEL, IN 4603310 9abcd 8 7 6efgh109876
5 4 3 2 Part of Sections 4 & 9, Township 17 North, Range 4 East, Clay Township, Hamilton County, Indiana1 PREPARED FOR:PROJECT NO.
SHEET NO.abcd5 4 3 2
e1
fhAPPROVAL PENDINGNOT FOR CONSTRUCTIONREVISED PER CITY COMMENTS10.24.2023FAP1gALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with confidence.SMENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape ArchitecturePROJECT NO.:REVISIONS AND ISSUESDATEBYDWG NAME:DESIGNED BY:DRAWN BY:CHECKED BY:DATE:W
S
N
E
Know what's below.
before you dig.Call
R
STEVEN SCOTT RUCKER P.E. 11300279
GENERAL NOTES:SWPPP PHASE 1 LEGEND
CL
IP
SF
D
*
CD
EROSION CONTROL SPECIFICATIONS
1.THIS PLAN IS DESIGNED AS AN ATTEMPT TO PREVENT ANY AND ALL SEDIMENT FROM LEAVING THE CONSTRUCTION
SITE BY WAY OF EROSION. IF EROSION OF SEDIMENT FROM THE SITE IS TAKING PLACE, THE CONTRACTOR AND/OR
OWNER SHALL TAKE PREVENTATIVE ACTION IMMEDIATELY. THE ENGINEER SHALL BE CONSULTED IN THE EVENT THIS
HAPPENS.
2.TEMPORARY SEEDING IS TO BE APPLIED TO ANY DISTURBED AREA THAT WILL REMAIN UNALTERED IN EXCESS OF 7
DAYS.
3.PERMANENT SEEDING IS TO BE APPLIED IMMEDIATELY TO AREAS THAT HAVE ACHIEVED FINAL AND FINISHED GRADE.
4.PRESERVE EXISTING VEGETATION ON THE SITE WHENEVER AND WHEREVER POSSIBLE TO PREVENT TOPSOIL
EROSION.
5.ALL SEDIMENT CAPTURING MEASURES SHALL BE IMPLEMENTED PRIOR TO THE DISTURBANCE OF THE CONSTRUCTION
AREA THEY ARE INTENDED TO SERVICE. ALL EROSION CONTROL MEASURES PROPOSED ARE TO BE PROPERLY
MAINTAINED TO CONTINUE THEIR EFFECTIVENESS.
6.IF GRADING OCCURS DURING THE MONTHS OF DECEMBER, JANUARY OR FEBRUARY DORMANT SEEDING PROCEDURES
SHALL BE USED.
7.DURING DRY WEATHER, KEEP LAWNS WATERED WITH SPRINKLERS OR OTHER APPROVED METHODS. RESEED ANY
AREAS NOT GERMINATING OR DAMAGED AT INTERVALS AS MAY BE REQUIRED ACCORDING TO SEASONAL CONDITION
AND/OR CONSTRUCTION ACTIVITY. WATER GRASS AND EXECUTE NECESSARY WEEDING UNTIL FULL STAND OF GRASS
HAS BEEN OBTAINED.
8.THE IMPLEMENTATION AND MAINTENANCE OF THE EROSION CONTROL IS THE SOLE RESPONSIBILITY OF THE
CONTRACTOR AND/OR OWNER.
9.IT SHALL BE THE CONTRACTOR'S AND/OR OWNER'S RESPONSIBILITY TO MINIMIZE SEDIMENTATION (FROM ON-SITE
CONSTRUCTION ACTIVITIES) FROM BEING DEPOSITED ONTO ADJACENT PROPERTIES AND RECEIVING
STREAMS/DITCHES IN STRICT COMPLIANCE WITH "CONSTRUCTION STORMWATER GENERAL PERMIT" (327 IAC,
CONSTRUCTION ACTIVITY STORM WATER RUNOFF CONTROL). IT SHALL ALSO BE THE CONTRACTOR'S AND/OR
OWNER'S RESPONSIBILITY TO OBTAIN ANY APPROVALS REQUIRED FROM THE LOCAL AUTHORITY AND TO SUBMIT A
COMPLETE NOTICE OF INTENT LETTER TO THE OFFICE OF WATER MANAGEMENT, INDIANA DEPARTMENT OF
ENVIRONMENTAL MANAGEMENT PRIOR TO ANY CONSTRUCTION ACTIVITY.
10.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND/OR OWNER TO MAINTAIN THE SWPPP INFORMATION SIGN
UNTIL SUCH TIME THAT THE SITE IS READY FOR THE IDEM NOTICE OF TERMINATION. INSTALL 4" PVC TUBE WITH END
CAPS ATTACHED TO THE SWPPP INFORMATION SIGN TO CONTAIN APPROVED SWPPP DRAWINGS AND PERMITS FOR
INPSECTORS.
11.FOR SEASONAL VARIATIONS - SEE SEASONAL SOIL PROTECTION CHART IN THESE PLANS.
12.PORTABLE TOILETS MUST BE ANCHORED AND LOCATED A MINIMUM OF 50' FROM ANY STORM DRAIN.
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12/7/2023
CITY OF CARMEL
BK 329 PG 865
CITY OF CARMELINST. #8726638
AMERICAN AGGREGATES CORPORATIONBK. 150 PG. 552
CITY OF CARMEL
INST. #200100070412
CITY OF CARMEL
INST. #8726638
AMERICAN AGGREGATES CORPORATION
BK. 150 PG. 552
CITY OF CARMEL
INST. #8726638
AMERICAN AGGREGATES CORPORATION
BK. 150 PG. 552
PROPOSED 55' HALF R/W
DDDD D D
D
D
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DDDDDDDD D D D
D D D D D D D D D D
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DDDDDDDDDDR/W LINE
E&H MUELLER DEVELOPMENT LLC
INST. #200000024710
92.94± ACRES
EXISTING QUARRY PIT LAKE
SF SF
SF SF SF
SF SF
SF SF SF
SF SFSFSF SF
1
22SFSFSFSFSFSFSF
2
2
2
2
3
3
3 3
3
3
3
3
2
2
3
4
SF
2 SFSFSFSFSF2
2
2
5
6
6
666
6
CONTACT PERSON FOR EROSION
CONTROL & SEDIMENT PRACTICES
WEIHE ENGINEERS, INC.
10505 N. COLLEGE AVE.
INDIANAPOLIS, IN 46268
TELEPHONE: (317) 846-6611
FAX: (317) 843-0546
EMAIL: PARKERF@WEIHE.NET
CONTACT PERSON: FRED PARKER, CPESC
-WARNING-
THIS PLAN TO BE USED FOR EROSION CONTROL
PURPOSES ONLY. ADDITIONAL EROSION
CONTROL MEASURES MAY BE REQUIRED IN THE
FIELD BY THE INSPECTOR.
LAND DESCRIPTION
REFER TO LAND DESCRIPTION TITLE SHEET C001
SWPPP PHASE 2 LEGEND
- INLET PROTECTION - USE SUBSURFACE
INLET PROTECTION WITH OVERFLOW CAPABILITY
(FLEXSTORM)
- PERMANENT/TEMPORARY SEEDING
USE PLANTING CHART
- EROSION CONTROL BLANKET - USE S150BN BIO-NET AS
SUPPLIED BY NORTH AMERICAN GREEN OR APPROVED
EQUAL
- CONSTRUCTION ENTRANCE
- STAGING AREA
- POSTING AREA - 4" PVC TUBE WITH END CAPS ATTACHED TO
PROJECT CONSTRUCTION SIGN TO CONTAIN APPROVED
CONSTRUCTION DRAWINGS AND PERMITS FOR
INSPECTORS.
- CONCRETE WASHOUT
- SILT FENCE
- INSTALL COIR LOGS (GRASS AREA) AS SHOWN. CONTRACTOR
TO ADD ADDITIONAL MEASURES AS CONSTRUCTION
PHASING AND SITE CONDITIONS DICTATE
- ROCK CHECK DAM
- LIMITS OF DISTURBANCE (CONSTRUCTION LIMITS)
NOTE: CONSTRUCTION LIMITS SHOWN OFFSET FROM
ACTUAL DISTURBANCE FOR CLARITY
- RIPRAP, REFER TO SHEET C104 FOR SIZING
- SITE DISCHARGE POINT
IP
SF
*
D
LINE TYPES
UNDERGROUND GAS
UNDERGROUND WATER
AERIAL ELECTRIC
UNDERGROUND ELECTRIC
UNDERGROUND COMMUNICATIONS
AERIAL COMMUNICATIONS
OVERHEAD UTILITY
FORCE MAIN
RIGHT OF WAY LINE
CHAIN LINK FENCE
BOARD FENCE
WROUGHT IRON FENCE
GUARD RAIL
HAND RAIL
SILT FENCE
BUILDING SETBACK LINE
BOUNDARY LINE
FLOW LINE
G G G
W W
E(A)E(A)
E E E
C C C
C(A)C(A)
OHU OHU
FM FM
SF SF
AERIAL FIBER OPTIC CABLEFO(A)FO(A)
SECTION LINE
FARM FENCE
UNDERGROUND FIBER OPTICFOFO
INDEX CONTOUR
INTERMEDIATE CONTOUR
SANITARY SEWER
STORM SEWER
CD
W233008-C102 swppp2C102RECLAMATION PLAN & SWPPP PHASE 2W233008JLKW233008 07/11/2023FAPFAPMARTIN MARIETTA INC. CARMEL SAND106TH ST & HAZEL DELL PKWY, CARMEL, IN 46033EXISTING AREAS
TOTAL SITE = 43.00 AC
(LIMITS OF CONSTRUCTION)
DISTURBED = 31.00 AC
EXISTING IMPERVIOUS = 1.17 AC
EXISTING PERVIOUS = 29.83 AC
PROPOSED IMPERVIOUS = 0.00 AC
PROPOSED PERVIOUS = 31.00 AC
10 9abcd 8 7 6efgh109876
5 4 3 2 Part of Sections 4 & 9, Township 17 North, Range 4 East, Clay Township, Hamilton County, Indiana1 PREPARED FOR:PROJECT NO.
SHEET NO.abcd5 4 3 2
e1
fhAPPROVAL PENDINGNOT FOR CONSTRUCTIONREVISED PER CITY COMMENTS10.24.2023FAP1gALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with confidence.SMENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape ArchitecturePROJECT NO.:REVISIONS AND ISSUESDATEBYDWG NAME:DESIGNED BY:DRAWN BY:CHECKED BY:DATE:W
S
N
E
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before you dig.Call
R
STEVEN SCOTT RUCKER P.E. 11300279
CL
RECLAMATION PLAN / SWPPP PHASE 2 NOTES
MAINTAIN SWPPP INFORMATION SIGN UNTIL SUCH TIME THAT THE SITE IS READY
FOR IDEM NOTICE OF TERMINATION. PERMIT POSTING AREA - 4" PVC TUBE WITH
END CAPS ATTACHED TO PROJECT CONSTRUCTION SIGN TO CONTAIN APPROVED
CONSTRUCTION DRAWINGS AND PERMITS FOR INSPECTORS.
REMOVE SILT FENCE AT COMPLETION OF VEGETATIVE COVER IMMEDIATELY
PRIOR TO SUBMITTING THE IDEM NOTICE OF TERMINATION.
GRADE PERIMETER AREAS AT 3:1 MAX SLOPE TO DRAIN TOWARDS LAKE. BELOW
WATER ELEVATION (APPROXIMATELY 719.00') SLOPE VARIES.
PROPOSED LAKE - 1.60 ACRES
RESTORE TOP OF BERM TO ELEVATION 768 TO MATCH ORIGINAL CONTOURS.
REFER TO SHEET C100
PROPOSED BERM (7'+/- HIGH) WITH LANDSCAPING. REFER TO LANDSCAPE PLAN.
1
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12/7/2023
SECTION 2 MATERIAL HANDLING AND
SPILL PREVENTION PLAN
IN ORDER TO MINIMIZE THE RELEASE OF POTENTIAL POLLUTANTS DURING
CONSTRUCTION THE CONTRACTORS SHALL IMPLEMENT THIS MATERIAL
HANDLING AND SPILL PREVENTION PLAN. THE CONTRACTOR SHALL REVIEW
THIS PLAN WITH ALL SUBCONTRACTORS AND REQUIRE THAT THEY IMPLEMENT
THE PLAN AS WELL.
1. CONSTRUCTION EQUIPMENT
A. FUELING, LUBRICATION AND FLUIDS: ALL OPERATIONS INVOLVING THE
ADDITION OF FLUIDS TO EQUIPMENT SHOULD BE DONE IN ONE LOCATION, AS
DESIGNATED BY THE CONSTRUCTION MANAGER, SO THAT SPILLS ARE LIMITED
TO ONE LOCATION ON THE SITE, WHICH WILL FACILITATE THE CLEANUP OF
SPILLS. IF AN ONSITE-FUELING TANK IS PLANNED TO BE ON SITE, IT SHALL BE
DOUBLE WALLED AND STORED IN THIS DESIGNED AREA. THIS LOCATION IS AN
AREA THAT WILL NOT ALLOW SPILLED FLUIDS TO MIGRATE INTO SUBSURFACE
SOILS. IN THE EVENT OF A SPILL, THE FLUID SHALL IMMEDIATELY BE CLEANED
UP BY REMOVING THE CONTAMINATED SOIL OR STONE, WHICH SHALL BE
DISPOSED OF IN AN ACCEPTABLE MANNER. SPILLS ON HARD SURFACES SHALL
BE SOAKED UP BY AN ACCEPTABLE MATERIAL SUCH AS OIL DRY AND THE
ABSORBENT MATERIAL DISPOSED OF IN A PROPER MANNER. THE SPILL SHALL
ALSO BE REPORTED IMMEDIATELY TO THE CONSTRUCTION MANAGER'S
SUPERINTENDENT.
B. EQUIPMENT REPAIR, ESPECIALLY WHEN FLUIDS MUST BE REMOVED FROM
THE EQUIPMENT OR THE POSSIBILITY OF FLUID SPILLS IS HIGH, SHOULD
ALWAYS BE DONE OFFSITE AT A FACILITY THAT IS MORE SUITABLE THAN A
CONSTRUCTION SITE TO HANDLE SPILLS. WHEN EQUIPMENT MUST BE
REPAIRED ONSITE IT SHOULD BE MOVED TO THE MAINTENANCE AND FUELING
AREA IF POSSIBLE. OTHERWISE, SUITABLE ON SITE CONTAINERS SHOULD BE
PLACED UNDER THE EQUIPMENT DURING REPAIR TO CATCH ANY SPILLED
FLUIDS AND THESE FLUIDS SHOULD BE DISPOSED OF IN A PROPER MANNER.
C. ALL REUSABLE FLUID CONTAINERS, SUCH AS GASOLINE CANS, SHALL BE
INSPECTED FOR LEAKS EACH TIME THEY ARE USED. IF LEAKS ARE FOUND, THE
FLUID SHALL BE REMOVED FROM THE CONTAINER IN A PROPER MANNER AND
THE CONTAINER DISPOSED OF IN AN ACCEPTABLE MANNER. EMPTY
DISPOSABLE CONTAINER, SUCH AS GREASE TUBES AND LUBRICATING OIL AND
BRAKE FLUID CONTAINERS, AND THEIR PACKAGING, SHALL BE DISPOSED OF IN
A PROPER MANNER AND SHALL NOT BE LEFT ON THE GROUND OR IN THE OPEN
ON THE CONSTRUCTION SITE.
2. CONSTRUCTION MATERIALS AND THEIR PACKAGING
A. EROSION CONTROL MEASURE SHOWN ON THE SUBJECT PROJECT SHALL
BE IMPLEMENTED PRIOR TO AND DURING CONSTRUCTION IN THE PROPER
SEQUENCING TO MINIMIZE SOIL EROSION. EROSION CONTROLS SHALL BE
INSPECTED AND MAINTAINED AS DESCRIBED ELSEWHERE ON THE PLANS.
EXCESSIVE DUSTING OF SOIL ON THE SITE SHALL BE MINIMIZED BY REDUCING
CONSTRUCTION TRAFFIC ACROSS BARE SOIL DURING DRY AND/OR WINDY
WEATHER, AND BY APPLYING WATER OR OTHER ACCEPTABLE DUST CONTROL
MEASURES TO THE SOIL. UPON COMPLETION OF CONSTRUCTION AND
SUITABLE ESTABLISHMENT OF PERMANENT VEGETATION, TEMPORARY
EROSION CONTROL MEASURES SUCH AS SILT FENCE, CHECK DAMS AND INLET
PROTECTION DEVICES SHALL BE REMOVED IN A MANNER TO MINIMIZE
ADDITIONAL LAND DISTURBANCE. ANY AREAS DISTURBED BY THESE
OPERATIONS SHALL BE PROPERLY REVEGATATED.
B. LARGE WASTE MATERIALS CREATED BY CUTTING, SAWING, DRILLING, OR
OTHER OPERATIONS SHALL BE PROPERLY DISPOSED OF IN SUITABLE WASTE
CONTAINERS. THE SITE SHALL BE CHECKED AT THE END OF THE DAY, AS A
MINIMUM, AND ALL WASTE MATERIALS, INCLUDING THOSE BLOWN ACROSS OR
OFF THE SITE BY WIND SHALL BE PICKED UP AND DISPOSED OF IN SUITABLE
CONTAINERS. WHERE POSSIBLE, OPERATIONS SUCH AS SAWING THAT CREATE
SMALL PARTICLES SHOULD BE PERFORMED IN ONE SPOT IN AN AREA
PROTECTED FROM WIND, AND WASTE PARTICLES COLLECTED AND DISPOSED
OF FREQUENTLY TO MINIMIZE WIND DISPERSAL. PACKAGING USED TO
TRANSPORT MATERIALS TO THE SITE FOR CONSTRUCTION OF THE FACILITY
SHALL BE DISPOSED OF PROPERLY, WHETHER THE MATERIAL IS TAKEN OUT OF
ITS PACKAGE AND INCORPORATED INTO THE PROJECT IMMEDIATELY OR
STORED ONSITE FOR FUTURE USE. PACKAGED MATERIALS STORED ONSITE
SHALL BE INSPECTED REGULARLY AND ANY LOOSE PACKAGING SHALL BE
REPAIRED OR DISPOSED OF PROPERLY.
C. ALL DEWATERING OF ACTIVITIES SHALL BE DONE IN ACCORDANCE TO
GOOD EROSION CONTROL PRACTICES. THESE PRACTICES SHOULD INCLUDE
THE USE OF DIRT BAGS SUCH AS SILT FENCE INLET PROTECTION. THE USE OF
THESE TYPES OF DEWATERING DEVICES WILL REMOVE LARGE QUANTITIES OF
SILT, SEDIMENT, AND DIRT AND PREVENT THESE MATERIALS TO ENTER THE
STORM SEWER SYSTEM.
D. IF THE USE OF LIME IS USED TO STABILIZE THE SOIL OF THE SITE THEN ALL
CONSTRUCTION EQUIPMENT USED SHALL BE CLEANED OF ALL EXCESS
MATERIAL WITH WATER IN THE MAINTENANCE AND REFUELING AREA AS
SHOWN WITHIN THESE PLANS.
E. NUTRIENTS AND FERTILIZERS SHALL ONLY BE USED TO ESTABLISH RAPID
VEGETATION. WHEN THESE PRODUCTS ARE UTILIZED, THE USER SHOULD PAY
STRICT ATTENTION TO THE PRODUCTS RECOMMENDED USAGE.
3. CONCRETE WASTE WATER
A. ALL CONCRETE WASTEWATER SHALL BE DISPOSED OF IN THE DESIGNED
AREA AS DIRECTED BY THE CONSTRUCTION MANAGER. THIS AREA IS TO BE A
3' DEEP, 10' SQUARE PIT AS DETAILED ON THE EROSION CONTROL PLAN. THIS
AREA SHALL BE INSPECTED ON A DAILY BASIS AT A MINIMUM. WHEN THIS AREA
BECOMES FULL, THE POLLUTANTS SHALL BE EXCAVATED, PLACED IN AN
ACCEPTABLE CONTAINER AND DISPOSED OF IN PROPER MANNER, BY THE
EXCAVATION CONTRACTOR.
4. PAINT PRODUCTS
A. ALL EXCESS PAINT AND THEIR RELATED PRODUCTS SHALL BE DISPOSED
OF IN THE MANNER AT WHICH THE MANUFACTURER SUGGESTS. UNDER NO
CIRCUMSTANCES WILL PAINT OR THEIR RELATED PRODUCTS BE CLEANED OR
DISPOSED OF IN SOIL, SANITARY SEWERS, STORM SEWERS OR DETENTION
BASINS. ANY VIOLATION OF THIS SHALL BE REPORTED TO THE JOB
SUPERINTENDENT.
IN THE EVENT OF ACCIDENTALLY CONTAMINATION ALL EFFORTS SHOULD BE
MADE TO REMOVE CONTAMINANTS IN AN APPROPRIATE MANNER. THE CARMEL
FIRE DEPARTMENT SHOULD BE CONTACTED IMMEDIATELY TO DETERMINE IF
FURTHER MEASURES ARE NEEDED.
SECTION 1 EMERGENCY RESPONSE NUMBERS
EMERGENCY FOR ANY LIFE THREATENING PROBLEM 911
CARMEL FIRE DEPARTMENT 317-571-2600
CARMEL POLICE DEPARTMENT 317-571-2500
INDIANA DEPT. OF NATURAL RESOURCES 812-477-8773
INDIANA DEPT. OF ENVIRONMENTAL MANAGEMENT 317-233-7745
HAMILTON COUNTY COUNTY SOIL AND WATER 317-773-1406
CITY OF CARMEL ENGINEERING 317-571-2441
RULE 6. SPILLS OF OIL AND OTHER
OBJECTIONABLE SUBSTANCES; REPORTING,
CONTAINMENT AND CLEANUP
(REPEALED BY WATER POLLUTION CONTROL BOARD; FILED FEB 25, 1997, 1:00 P.M.: 20 IR
1734)
RULE 6.1. SPILLS; REPORTING, CONTAINMENT, AND RESPONSE
327 IAC 2-6.1-1 APPLICABILITY
AUTHORITY: IC 13-14-8-7
AFFECTED: IC 13-11-2; IC 13-18-1; IC 13-18-3; IC 13-18-8; IC 13-18-17
SEC. 1. THIS RULE APPLIES TO THE REPORTING AND CONTAINMENT OF, AND THE
RESPONSE TO THOSE SPILLS OF HAZARDOUS SUBSTANCES,
EXTREMELY HAZARDOUS SUBSTANCES, PETROLEUM, AND OBJECTIONABLE
SUBSTANCES THAT ARE OF A QUANTITY, TYPE, DURATION AND IN A LOCATION AS
TO DAMAGE THE WATERS OF THE STATE. NOTHING IN THIS RULE IS INTENDED TO
AFFECT REPORTING OR CLEAN-UP REQUIREMENTS SET FORTH BY OTHER
FEDERAL, STATE, OR LOCAL LAWS. (WATER POLLUTION CONTROL BOARD; 327 IAC
2-6.1-1; FILED FEB 25, 1997, 1:00 P.M.: 20 IR 1731; READOPTED
FILED JAN 10, 2001, 3:23 P.M.: 24 IR 1518; READOPTED FILED NOV 21, 2007, 1:16 P.M.:
20071219-IR-327070553BFA)
327 IAC 2-6.1-2 SPECIAL AREAS
AUTHORITY: IC 13-14-8-7
AFFECTED: IC 13-11-2; IC 13-18-1; IC 13-18-3; IC 13-18-8; IC 13-18-17
SEC. 2. CERTAIN AREAS OF THE STATE ARE RECOGNIZED AS HAVING UNIQUE
GEOLOGY. A LARGE SECTION OF THE MID-SOUTHERN PART OF THE STATE IS A KARST
REGION. PORTIONS OF SAINT JOSEPH, ELKHART, KOSCIUSKO, AND LAGRANGE
COUNTIES CONTAIN A SOLE SOURCE AQUIFER AS REFERENCED
IN 42 U.S.C. 300H-3(E). THE WATERS OF THE STATE ARE PARTICULARLY VULNERABLE TO
DAMAGE FROM SPILLS IN THESE AREAS, AND CARE SHOULD BE
EXERCISED WHEN EVALUATING DAMAGE FROM SPILLS. INFORMATION ABOUT THESE
AREAS CAN BE OBTAINED BY CALLING THE DEPARTMENT OF ENVIRONMENTAL
MANAGEMENT, OFFICE OF LAND QUALITY, EMERGENCY RESPONSE SECTION: AREA
CODE 1-888-233-7745 FOR IN-STATE CALLS (TOLL FREE), (317) 233-7745 FOR
OUT-OF-STATE CALLS. (WATER POLLUTION CONTROL BOARD; 327 IAC 2-6.1-2; FILED FEB
25, 1997, 1:00 P.M.: 20 IR 1731; READOPTED FILED JAN 10, 2001, 3:23 P.M.: 24 IR 1518;
READOPTED FILED NOV 21, 2007, 1:16 P.M.: 20071219-IR-327070553BFA; ERRATA FILED
MAY 27, 2008, 2:06 P.M.: 20080625-IR-327080419ACA)
327 IAC 2-6.1-3 EXCLUSIONS
AUTHORITY: IC 13-14-8-7
AFFECTED: IC 13-11-2; IC 13-18-1; IC 13-18-3; IC 13-18-8; IC 13-18-17
SEC. 3. NOTWITHSTANDING ANY OTHER SECTION OF THIS RULE, THE REPORTING
REQUIREMENT OF THIS RULE DOES NOT APPLY TO THE FOLLOWING
OCCURRENCES:
(1) DISCHARGES OR EXCEEDANCES THAT ARE UNDER THE JURISDICTION OF AN
APPLICABLE PERMIT WHEN THE SUBSTANCE IN QUESTION IS COVERED
BY THE PERMIT AND DEATH OR ACUTE INJURY OR ILLNESS TO ANIMALS OR HUMANS
DOES NOT OCCUR.
(2) LAWFUL APPLICATION OF MATERIALS, INCLUDING, BUT NOT LIMITED TO:
(A) COMMERCIAL OR NATURAL FERTILIZERS AND PESTICIDES ON OR TO
LAND OR WATER; OR
(B) DUST SUPPRESSION MATERIALS.
(3) THE APPLICATION OF PETROLEUM NECESSARY FOR CONSTRUCTION THAT DOES NOT
DAMAGE WATERS OF THE STATE.
(4) SPILLS OF LESS THAN ONE (1) POUND OR ONE (1) PINT.
(5) SPILLS OF INTEGRAL OPERATING FLUIDS, IN THE USE OF MOTOR VEHICLES OR
OTHER EQUIPMENT, THE TOTAL VOLUME OF WHICH IS LESS THAN OR EQUAL TO
FIFTY-FIVE (55) GALLONS AND WHICH DO NOT DAMAGE WATERS OF THE STATE.
(6) OIL SHEENS PRODUCED AS A RESULT OF THE NORMAL OPERATION OF PROPERLY
FUNCTIONING WATERCRAFT.
(7) A RELEASE OF A SUBSTANCE INTEGRAL TO A SPILL RESPONSE ACTIVITY THAT HAS
BEEN APPROVED AND AUTHORIZED BY A STATE OR FEDERAL ONSCENE
COORDINATOR. (WATER POLLUTION CONTROL BOARD; 327 IAC 2-6.1-3; FILED FEB 25,
1997, 1:00 P.M.: 20 IR 1731; ERRATA FILED MAR 7, 1997, 2:25 P.M.:
20 IR 1738; READOPTED FILED JAN 10, 2001, 3:23 P.M.: 24 IR 1518; READOPTED FILED NOV
21, 2007, 1:16 P.M.: 20071219-IR-327070553BFA)
327 IAC 2-6.1-4 DEFINITIONS
AUTHORITY: IC 13-14-8-7
AFFECTED: IC 13-11-2; IC 13-18-1; IC 13-18-3; IC 13-18-8; IC 13-18-17; IC 14-8-2-7; IC
14-25-7-13; IC 14-25-7-15
SEC. 4. IN ADDITION TO THE DEFINITIONS CONTAINED IN IC 13-11-2-17(D), IC
13-11-2-35(A), IC 13-11-2-51, IC 13-11-2-158(A), IC 13-11-2-160, IC 13-11-2-260, IC 13-11-2-265,
AND IN 327 IAC 1, THE FOLLOWING DEFINITIONS APPLY THROUGHOUT THIS RULE:
(1) "ANIMAL" MEANS ALL MAMMALS, BIRDS, REPTILES, AMPHIBIANS, FISH, CRUSTACEANS,
AND MOLLUSKS.
(2) "AQUATIC LIFE" MEANS THOSE PLANTS AND MACROINVERTEBRATES THAT ARE
DEPENDENT UPON AN AQUATIC ENVIRONMENT.
(3) "CONTAIN" MEANS TO TAKE SUCH IMMEDIATE ACTION AS NECESSARY TO DAM,
BLOCK, RESTRAIN, OR OTHERWISE ACT TO MOST EFFECTIVELY
PREVENT A SPILL FROM ENTERING WATERS OF THE STATE OR MINIMIZE DAMAGE TO
THE WATERS OF THE STATE FROM A SPILL.
(4) "DAMAGE" MEANS THE ACTUAL OR IMMINENT ALTERATION OF THE WATERS OF THE
STATE SO AS TO RENDER THE WATERS HARMFUL, DETRIMENTAL,
OR INJURIOUS TO:
(A) PUBLIC HEALTH, SAFETY, OR WELFARE;
(B) DOMESTIC, COMMERCIAL, INDUSTRIAL, AGRICULTURAL, OR RECREATIONAL
USES; OR
(C) ANIMALS OR AQUATIC LIFE.
(5) "DOWNSTREAM WATER USER" MEANS:
(A) A COMMUNITY PUBLIC WATER SUPPLY, AS IDENTIFIED BY THE
DEPARTMENT OF NATURAL RESOURCES UNDER IC 14-25-7-13(D);
(B) A SIGNIFICANT WATER WITHDRAWAL FACILITY AS REGISTERED WITH THE
DEPARTMENT OF NATURAL RESOURCES UNDER IC 14-25-7-15;
(C) USERS OF RECREATIONAL WATERS; OR
(D) ANY OTHER USER MADE KNOWN TO THE PERSON WHO HAS A SPILL.
(6) "EXTREMELY HAZARDOUS SUBSTANCE" MEANS A SUBSTANCE IDENTIFIED PURSUANT
TO 42 U.S.C. 11002 AND 11004. (40 CFR 355 APPENDIX A.)
(7) "FACILITY" MEANS ALL LAND, BUILDINGS, EQUIPMENT, STRUCTURES, AND OTHER
STATIONARY ITEMS THAT ARE LOCATED ON A SINGLE SITE OR
ON CONTIGUOUS SITES AND THAT ARE OWNED OR OPERATED BY THE SAME PERSON OR
BY ANY PERSON WHO CONTROLS, IS CONTROLLED BY, OR IS
UNDER COMMON CONTROL WITH, SUCH PERSON.
(8) "FACILITY BOUNDARY" MEANS THE BOUNDARY OF A FACILITY OR AN EASEMENT OR
RIGHT-OF-WAY.
(9) "HAZARDOUS SUBSTANCE" HAS THE MEANING SET FORTH IN 42 U.S.C. 9601(14).
(10) "MODE OF TRANSPORTATION" INCLUDES, BUT IS NOT LIMITED TO, CARRIAGE BY:
(A) RAIL AND MOTOR VEHICLES;
(B) AIRCRAFT;
(C) WATERCRAFT;
(D) PIPELINES; OR
(E) OTHER MEANS OF TRANSPORTATION;
IN COMMERCE. THIS DEFINITION EXCLUDES CARRIAGE WITHIN A FACILITY BY
TRANSPORTATION EQUIPMENT OWNED, OPERATED, OR CONTROLLED BY THAT FACILITY.
(11) "OBJECTIONABLE SUBSTANCES" MEANS SUBSTANCES THAT ARE:
(A) OF A QUANTITY AND A TYPE; AND
(B) PRESENT FOR A DURATION AND IN A LOCATION;
SO AS TO DAMAGE WATERS OF THE STATE. THIS DEFINITION EXCLUDES
HAZARDOUS SUBSTANCES, EXTREMELY HAZARDOUS SUBSTANCES,
PETROLEUM, AND MIXTURES THEREOF.
(12) "ON-SCENE COORDINATOR" MEANS A STATE OR FEDERAL OFFICIAL DESIGNATED BY THE
DEPARTMENT, THE UNITED STATES ENVIRONMENTAL
PROTECTION AGENCY, OR THE UNITED STATES COAST GUARD TO DIRECT AND COORDINATE
SPECIAL SPILL RESPONSE ACTIVITIES.
(13) "RECREATIONAL WATERS" MEANS ANY WATER USED FOR:
(A) BOATING, SWIMMING, FISHING, HUNTING, TRAPPING, OR WILDLIFE
VIEWING; OR
(B) PUBLIC ACCESS AREAS THAT ARE OWNED BY THE DEPARTMENT OF NATURAL
RESOURCES OR THE FEDERAL GOVERNMENT; AS LISTED BY THE DEPARTMENT.
(14) "REPORTABLE QUANTITY" MEANS THE AMOUNT OF A HAZARDOUS SUBSTANCE OR
EXTREMELY HAZARDOUS SUBSTANCE THAT IS REQUIRED TO BE REPORTED UNDER
FEDERAL LAW UNDER 42 U.S.C. 9602(A) AND (B) AND 42 U.S.C. 9603(A). (40 CFR 302.4 OR 40
CFR 355 APPENDIX A.) (15) "SPILL" MEANS ANY UNEXPECTED, UNINTENDED, ABNORMAL, OR
UNAPPROVED DUMPING, LEAKAGE, DRAINAGE, SEEPAGE, DISCHARGE OR OTHER LOSS OF
PETROLEUM, HAZARDOUS SUBSTANCES, EXTREMELY HAZARDOUS SUBSTANCES, OR
OBJECTIONABLE SUBSTANCES. THE TERM DOES NOT INCLUDE RELEASES TO IMPERMEABLE
SURFACES WHEN THE SUBSTANCE DOES NOT MIGRATE OFF THE SURFACE OR PENETRATE
THE SURFACE AND ENTER THE SOIL.
(16) "SPILL RESPONSE", FOR PURPOSES OF THIS RULE, MEANS THE FOLLOWING:
(A) THE SPILL IS CONTAINED; AND
(B) FREE MATERIAL IS REMOVED OR NEUTRALIZED.
(17) "SPILL REPORT" MEANS AN ORAL REPORT THAT INCLUDES THE FOLLOWING
INFORMATION ABOUT A SPILL, TO THE EXTENT THAT THE INFORMATION IS KNOWN AT THE
TIME OF THE REPORT:
(A) THE NAME, ADDRESS, AND TELEPHONE NUMBER OF THE PERSON MAKING THE
SPILL REPORT.
(B) THE NAME, ADDRESS, AND TELEPHONE NUMBER OF A CONTACT PERSON IF
DIFFERENT FROM CLAUSE (A).
(C) THE LOCATION OF THE SPILL.
(D) THE TIME OF THE SPILL.
(E) THE IDENTIFICATION OF THE SUBSTANCE SPILLED.
(F) THE APPROXIMATE QUANTITY OF THE SUBSTANCE THAT HAS BEEN OR MAY
FURTHER BE SPILLED.
(G) THE DURATION OF THE SPILL.
(H) THE SOURCE OF THE SPILL.
(I) NAME AND LOCATION OF THE WATERS DAMAGED.
(J) THE IDENTITY OF ANY RESPONSE ORGANIZATION RESPONDING TO THE SPILL.
(K) WHAT MEASURES HAVE BEEN OR WILL BE UNDERTAKEN TO PERFORM A SPILL
RESPONSE.
(L) ANY OTHER INFORMATION THAT MAY BE SIGNIFICANT TO THE RESPONSE ACTION.
(18) "WATERS", AS DEFINED IN IC 13-11-2-265, MEANS THE ACCUMULATIONS OF WATER,
SURFACE AND UNDERGROUND, NATURAL AND ARTIFICIAL, PUBLIC AND PRIVATE, OR PARTS
THEREOF, THAT ARE WHOLLY OR PARTIALLY WITHIN, FLOW THROUGH, OR BORDER UPON
THIS STATE. THE TERM DOES NOT INCLUDE ANY PRIVATE POND OR ANY OFF-STREAM POND,
RESERVOIR, OR FACILITY BUILT FOR REDUCTION OR CONTROL OF POLLUTION OR COOLING
OF WATER PRIOR TO DISCHARGE UNLESS THE DISCHARGE FROM THE POND, RESERVOIR,
OR FACILITY CAUSES OR THREATENS TO CAUSE WATER
POLLUTION. (WATER POLLUTION CONTROL BOARD; 327 IAC 2-6.1-4; FILED FEB 25, 1997, 1:00
P.M.: 20 IR 1731; ERRATA FILED MAR 7, 1997, 2:25 P.M.: 20 IR 1738; READOPTED FILED JAN 10,
2001, 3:23 P.M.: 24 IR 1518; READOPTED FILED NOV 21, 2007, 1:16 P.M.:
20071219-IR-327070553BFA)
327 IAC 2-6.1-5 REPORTABLE SPILLS; FACILITY
AUTHORITY: IC 13-14-8-7
AFFECTED: IC 13-11-2; IC 13-18-1; IC 13-18-3; IC 13-18-8; IC 13-18-17
SEC. 5. THE FOLLOWING SPILLS FROM A FACILITY MUST BE REPORTED:
(1) SPILLS THAT DAMAGE THE WATERS OF THE STATE SO AS TO CAUSE DEATH OR ACUTE
INJURY OR ILLNESS TO HUMANS OR ANIMALS.
(2) SPILLS FROM A FACILITY THAT HAS BEEN NOTIFIED IN WRITING BY A WATER UTILITY THAT
IT IS LOCATED IN A DELINEATED PUBLIC WATER SUPPLY
WELLHEAD PROTECTION AREA AS APPROVED BY THE DEPARTMENT UNDER 327 IAC 8-4.1
THAT ARE:
(A) SPILLS OF HAZARDOUS SUBSTANCES OR EXTREMELY HAZARDOUS
SUBSTANCES WHEN THE AMOUNT SPILLED EXCEEDS ONE HUNDRED
(100) POUNDS OR THE REPORTABLE QUANTITY, WHICHEVER IS LESS;
(B) SPILLS OF PETROLEUM WHEN THE AMOUNT SPILLED EXCEEDS FIFTY-FIVE
(55) GALLONS; OR
(C) SPILLS OF OBJECTIONABLE SUBSTANCES AS DEFINED IN SECTION 4(11) OF THIS
RULE.
(3) SPILLS THAT DAMAGE WATERS OF THE STATE AND THAT:
(A) ARE LOCATED WITHIN FIFTY (50) FEET OF A KNOWN PRIVATE DRINKING WATER
WELL LOCATED BEYOND THE FACILITY PROPERTY BOUNDARY; OR
(B) ARE LOCATED WITHIN ONE HUNDRED (100) YARDS OF:
(I) ANY HIGH QUALITY WATER DESIGNATED AS AN OUTSTANDING STATE
RESOURCE PURSUANT TO 327 IAC 2-1-2(3), EXCLUDING LAKE MICHIGAN;
(II) ANY WATER DESIGNATED AS EXCEPTIONAL USE PURSUANT TO
327 IAC 2-13(A)(6) [SIC., 327 IAC 2-1-3(A)(6)] AND 327 IAC 2-1-11(B);
(III) ANY WATER DESIGNATED AS CAPABLE OF SUPPORTING A SALMONID FISHERY
PURSUANT TO 327 IAC 2-1-6(C)(1), EXCEPT LAKE MICHIGAN;
OR
(IV) ANY WATER THAT IS A FISH HATCHERY, FISH AND WILDLIFE AREA, NATURE
PRESERVE, OR RECREATIONAL WATER OWNED BY THE DEPARTMENT OF NATURAL
RESOURCES OR THE FEDERAL GOVERNMENT.
(4) FOR ANY SPILL WHICH DOES NOT MEET THE CRITERIA IN SUBDIVISIONS (1) THROUGH (3),
THE FOLLOWING MUST BE REPORTED:
(A) SPILLS TO SURFACE WATERS:
(I) SPILLS OF HAZARDOUS SUBSTANCES OR EXTREMELY HAZARDOUS
SUBSTANCES WHEN THE AMOUNT SPILLED EXCEEDS ONE HUNDRED (100)
POUNDS OR THE REPORTABLE QUANTITY, WHICHEVER IS LESS;
(II) SPILLS OF PETROLEUM OF SUCH QUANTITY AS TO CAUSE A
SHEEN UPON THE WATERS;
OR
(III) SPILLS OF OBJECTIONABLE SUBSTANCES AS DEFINED IN SECTION 4(11) OF
THIS RULE.
(B) SPILLS TO SOIL BEYOND THE FACILITY BOUNDARY:
(I) SPILLS OF HAZARDOUS SUBSTANCES OR EXTREMELY HAZARDOUS
SUBSTANCES WHEN THE AMOUNT SPILLED EXCEEDS ONE HUNDRED (100)
POUNDS OR THE REPORTABLE QUANTITY, WHICHEVER IS LESS;
(II) SPILLS OF PETROLEUM WHEN THE AMOUNT SPILLED EXCEEDS FIFTY-FIVE (55)
GALLONS;
OR
(III) SPILLS OF OBJECTIONABLE SUBSTANCES AS DEFINED IN SECTION 4(11) OF
THIS RULE.
(C) SPILLS TO SOIL WITHIN THE FACILITY BOUNDARY:
(I) SPILLS OF HAZARDOUS SUBSTANCES OR EXTREMELY HAZARDOUS
SUBSTANCES WHEN THE AMOUNT SPILLED EXCEEDS THE REPORTABLE
QUANTITY;
(II) SPILLS OF PETROLEUM WHEN THE SPILLED AMOUNT EXCEEDS ONE THOUSAND
(1,000) GALLONS;
OR
(III) SPILLS OF OBJECTIONABLE SUBSTANCES AS DEFINED IN SECTION 4(11) OF
THIS RULE.
(5) ANY SPILL FOR WHICH A SPILL RESPONSE HAS NOT BEEN DONE.
(WATER POLLUTION CONTROL BOARD; 327 IAC 2-6.1-5; FILED FEB 25, 1997, 1:00 P.M.: 20 IR
1732; ERRATA FILED MAR 7, 1997, 2:25 P.M.: 20 IR 1738; READOPTED FILED JAN 10, 2001, 3:23
P.M.: 24 IR 1518; READOPTED FILED NOV 21, 2007, 1:16 P.M.: 20071219-IR-327070553BFA)
327 IAC 2-6.1-6 REPORTABLE SPILLS; TRANSPORTATION
AUTHORITY: IC 13-14-8-7
AFFECTED: IC 13-11-2; IC 13-18-1; IC 13-18-3; IC 13-18-8; IC 13-18-17
SEC. 6. THE FOLLOWING SPILLS FROM A MODE OF TRANSPORTATION MUST
BE REPORTED:
(1) SPILLS THAT DAMAGE THE WATERS OF THE STATE SO AS TO CAUSE DEATH
OR ACUTE INJURY OR ILLNESS TO HUMANS OR ANIMALS.
(2) SPILLS THAT DAMAGE SURFACE WATERS.
(3) SPILLS TO SOIL:
(A) SPILLS OF HAZARDOUS SUBSTANCES OR EXTREMELY HAZARDOUS
SUBSTANCES WHEN THE AMOUNT SPILLED EXCEEDS ONE HUNDRED (100)
POUNDS OR THE REPORTABLE QUANTITY, WHICHEVER IS LESS;
(B) SPILLS OF PETROLEUM WHEN THE AMOUNT SPILLED EXCEEDS
FIFTY-FIVE (55) GALLONS;
OR
(C) SPILLS OF OBJECTIONABLE SUBSTANCES AS DEFINED IN SECTION 4(11)
OF THIS RULE.
(4) ANY SPILL FOR WHICH A SPILL RESPONSE HAS NOT BEEN DONE. (WATER
POLLUTION CONTROL BOARD; 327 IAC 2-6.1-6; FILED FEB 25, 1997, 1:00 P.M.: 20 IR
1733; READOPTED FILED JAN 10, 2001, 3:23 P.M.: 24 IR 1518; READOPTED FILED
NOV 21, 2007, 1:16 P.M.: 20071219-IR-327070553BFA)
327 IAC 2-6.1-7 REPORTABLE SPILLS; RESPONSIBILITIES
AUTHORITY: IC 13-14-8-7
AFFECTED: IC 13-11-2; IC 13-18-1; IC 13-18-3; IC 13-18-8; IC 13-18-17
SEC. 7. ANY PERSON WHO OPERATES, CONTROLS, OR MAINTAINS ANY
MODE OF TRANSPORTATION OR FACILITY FROM WHICH A SPILL OCCURS SHALL,
UPON DISCOVERY OF A REPORTABLE SPILL TO THE SOIL OR SURFACE WATERS
OF THE STATE, DO THE FOLLOWING:
(1) CONTAIN THE SPILL, IF POSSIBLE, TO PREVENT ADDITIONAL SPILLED
MATERIAL FROM ENTERING THE WATERS OF THE STATE.
(2) UNDERTAKE OR CAUSE OTHERS TO UNDERTAKE ACTIVITIES NEEDED TO
ACCOMPLISH A SPILL RESPONSE.
(3) AS SOON AS POSSIBLE, BUT WITHIN TWO (2) HOURS OF DISCOVERY,
COMMUNICATE A SPILL REPORT TO THE DEPARTMENT OF ENVIRONMENTAL
MANAGEMENT, OFFICE OF LAND QUALITY, EMERGENCY RESPONSE SECTION:
AREA CODE 1-888-233-7745 FOR IN-STATE CALLS (TOLL FREE), (317) 233-7745 FOR
OUT-OF-STATE CALLS. IF NEW OR UPDATED SPILL REPORT INFORMATION
BECOMES KNOWN THAT INDICATES A SIGNIFICANT INCREASE IN THE
LIKELIHOOD OF DAMAGE TO THE WATERS OF THE STATE, THE RESPONSIBLE
PARTY SHALL NOTIFY THE DEPARTMENT AS SOON AS POSSIBLE BUT WITHIN
TWO (2) HOURS OF THE TIME THE NEW OR UPDATED INFORMATION BECOMES
KNOWN.
(4) SUBMIT TO THE INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT,
OFFICE OF LAND QUALITY, EMERGENCY RESPONSE SECTION (MC 66-30), 2525 N.
SHADELAND AVE., SUITE 100, INDIANAPOLIS, IN 46219-1787, A WRITTEN COPY OF
THE SPILL REPORT IF REQUESTED IN WRITING BY THE DEPARTMENT.
(5) EXCEPT FROM MODES OF TRANSPORTATION OTHER THAN PIPELINES,
EXERCISE DUE DILIGENCE AND DOCUMENT ATTEMPTS TO NOTIFY THE
FOLLOWING:
(A) FOR SPILLS TO SURFACE WATER THAT CAUSE DAMAGE, THE NEAREST
AFFECTED DOWNSTREAM WATER USER LOCATED WITHIN TEN (10) MILES
OF THE SPILL AND IN THE STATE OF INDIANA;
AND
(B) FOR SPILLS TO SOIL OUTSIDE THE FACILITY BOUNDARY, THE AFFECTED
PROPERTY OWNER OR OWNERS, OPERATOR OR OPERATORS, OR OCCUPANT
OR OCCUPANTS. (WATER POLLUTION CONTROL BOARD; 327 IAC 2-6.1-7; FILED
FEB 25, 1997, 1:00 P.M.: 20 IR 1733; READOPTED FILED JAN 10, 2001, 3:23 P.M.:
24 IR 1518; ERRATA FILED FEB 6, 2006, 11:15 A.M.: 29 IR 1936; ERRATA FILED OCT
20, 2006, 10:08 A.M.: 20061101-IR-327060497ACA; READOPTED FILED NOV 21,
2007, 1:16 P.M.: 20071219-IR-327070553BFA; ERRATA FILED MAY 27, 2008, 2:06
P.M.: 20080625-IR-327080419ACA)
327 IAC 2-6.1-8 EMERGENCY SPILL RESPONSE ACTIONS
AUTHORITY: IC 13-14-8-7
AFFECTED: IC 13-11-2; IC 13-18-1; IC 13-18-3; IC 13-18-8; IC 13-18-17
SEC. 8. NOTWITHSTANDING ANY OTHER SECTION OF THIS RULE,
EMERGENCY SPILL RESPONSE ACTIONS TAKE PRECEDENCE OVER REPORTING
REQUIREMENTS, AND WHEN EMERGENCY SPILL RESPONSE ACTIVITIES RENDER
SPILL REPORTING INCONSISTENT WITH EFFECTIVE RESPONSE ACTIVITIES,
COMMUNICATION OF THE SPILL REPORT TO THE INDIANA DEPARTMENT OF
ENVIRONMENTAL MANAGEMENT MAY BE DELAYED. IN SITUATIONS WHERE THE
SPILL REPORT IS DELAYED, THE BURDEN OF PROVING THE NEED FOR THE
DELAY SHALL BE UPON THE RESPONSIBLE PERSON. (WATER POLLUTION
CONTROL BOARD; 327 IAC 2-6.1-8; FILED FEB 25, 1997, 1:00 P.M.: 20 IR 1734;
READOPTED FILED JAN 10, 2001, 3:23 P.M.: 24 IR 1518; READOPTED FILED NOV 21,
2007, 1:16 P.M.: 20071219-IR-327070553BFA)
327 IAC 2-6.1-9 COMPLIANCE CONFIRMATION
AUTHORITY: IC 13-14-8-7
AFFECTED: IC 13-11-2; IC 13-18-1; IC 13-18-3; IC 13-18-8; IC 13-18-17
SEC. 9. WHEN SPILL REPORTING AND RESPONSE, AS PROVIDED FOR IN
THIS RULE, HAS OCCURRED, THE DEPARTMENT SHALL, UPON REQUEST, ISSUE A
LETTER CONFIRMING COMPLIANCE WITH THIS RULE AND STATING THAT NO
FURTHER ACTION IS REQUIRED UNDER THIS RULE. (WATER POLLUTION
CONTROL BOARD; 327 IAC 2-6.1-9; FILED FEB 25, 1997, 1:00 P.M.: 20 IR 1734;
READOPTED FILED JAN 10, 2001, 3:23 P.M.: 24 IR 1518; READOPTED FILED NOV 21,
2007, 1:16 P.M.: 20071219-IR-327070553BFA)
SEASONAL SOIL PROTECTION CHARTSOILS MAP
NO SCALE
B
A
B
C D
E
F
G
**
PERMANENT
SEEDING
SODDING
MULCHING
METHOD
STABILIZATION
SOIL
SEEDING
DORMANT
SEEDING
TEMPORARY
A = KENTUCKY BLUEGRASS* 40 LBS/ACRE; CREEPING RED FESCUE 40 LBS/ACRE;
PLUS 2 TONS STRAW MULCH/ACRE, OR ADD ANNUAL RYEGRASS 20 LBS/ACRE.
B = KENTUCKY BLUEGRASS* 60 LBS/ACRE; CREEPING RED FESCUE 60 LBS/ACRE;
PLUS 2 TONS STRAW MULCH/ACRE, OR ADD ANNUAL RYEGRASS 30 LBS/ACRE.
C = SPRING OATS 3 BUSHEL/ACRE.
D = WHEAT OR RYE 2 BUSHEL/ACRE.
E = ANNUAL RYEGRASS 40 LBS/ACRE.
F = SOD (BLEND 3 IMPROVED VARIETIES).
G = STRAW MULCH 2 TONS/ACRE.
*/I/* IRRIGATION NEEDED DURING JUNE, JULY, AND/OR SEPTEMBER.
** IRRIGATION NEEDED FOR 2 TO 3 WEEKS AFTER APPLYING SOD.
*KENTUCKY BLUEGRASS BLEND OF 3 IMPROVED VARIETIES.PROJECT LOCATION PROJECT LOCATION
AREA MAP
W
S
N
E W233008-C103 swppp specC103SWPPP SPECIFICATIONSW233008JLKW233008 07/11/2023FAPFAPMARTIN MARIETTA INC. CARMEL SAND106TH ST & HAZEL DELL PKWY, CARMEL, IN 46033SOILS TYPE LEGEND
FnA FOX LOAM
0 TO 2 PERCENT SLOPES
FnB2 FOX LOAM
2 TO 6 PERCENT SLOPES, ERODED
FxC3 FOX CLAY LOAM
8 TO 18 PERCENT SLOPES, SEVERELY ERODED
Ge GESSIE SILT LOAM
0 TO 2 PERCENT SLOPES, FREQUENTLY FLOODED, BRIEF DURATION\
OcA OCKLEY SILT LOAM
0 TO 2 PERCENT SLOPES
OcB2 OCKLEY SILT LOAM
2 TO 6 PERCENT SLOPES, ERODED
Pt PITS
W WATER
We WESTLAND SILTY CLAY LOAM
0 TO 2 PERCENT SLOPES
YflB2 FOX LOAM-URBAN LAND COMPLEX
2 TO 6 PERCENT SLOPES, ERODED
YoxA OCKLEY SILT LOAM-URBAN LAND COMPLEX
0 TO 2 PERCENT SLOPES
10 9abcd 8 7 6efgh109876
5 4 3 2 Part of Sections 4 & 9, Township 17 North, Range 4 East, Clay Township, Hamilton County, Indiana1 PREPARED FOR:PROJECT NO.
SHEET NO.abcd5 4 3 2
e1
fhAPPROVAL PENDINGNOT FOR CONSTRUCTIONREVISED PER CITY COMMENTS10.24.2023FAP1gALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with confidence.SMENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape ArchitecturePROJECT NO.:REVISIONS AND ISSUESDATEBYDWG NAME:DESIGNED BY:DRAWN BY:CHECKED BY:DATE:STEVEN SCOTT RUCKER P.E. 11300279
CONSTRUCTION PLAN - GENERAL PLAN COMPONENTS (SECTION A)
A1 - INDEX OF THE LOCATION OF REQUIRED PLAN ELEMENTS IN THE CONSTRUCTION PLAN: SEE BELOW.
A2 - A VICINITY MAP DEPICTING THE PROJECT SITE LOCATION IN RELATIONSHIP TO RECOGNIZABLE LOCAL LANDMARKS, TOWNS, AND MAJOR ROADS: SEE
BOTTOM OF THIS PAGE AND SHEET C001
A3 - NARRATIVE OF THE NATURE AND PURPOSE OF THE PROJECT: CONTINUED MINING OF SAND/GRAVEL AT TWO EXISTING MINING SITES (CARMEL SAND &
GRAVEL AND INDY NORTH SAND & GRAVEL)
A4 - LATITUDE AND LONGITUDE TO THE NEAREST FIFTEEN (15) SECONDS: LAT: 39° 56' 30", LONG: -86° 04'45"
A5 - LEGAL DESCRIPTION OF THE PROJECT SITE: SEE SHEET C001
A6 - 11 X 17-INCH PLAT SHOWING BUILDING LOT NUMBERS/BOUNDARIES AND ROAD LAYOUT/NAMES:
A7 - BOUNDARIES OF THE ONE HUNDRED (100) YEAR FLOODPLAINS, FLOODWAY FRINGES, AND FLOODWAYS: SEE SHEET C100
A8 - LAND USE OF ALL ADJACENT PROPERTIES: NORTH: RESIDENTIAL, SOUTH: COMMERICAL (MINING), EAST: COMMERCIAL/CITY PARK, WEST: COMMERCIAL/CITY
PARK
A9 - IDENTIFICATION OF A U.S. EPA APPROVED OR ESTABLISHED TMDL: WHITE RIVER WEST FORK (MUNCIE TO HAMILTON-MARION COUNTY LINE)
A10 - NAME(S) OF THE RECEIVING WATER(S): WHITE RIVER WEST FORK (MUNCIE TO HAMILTON-MARION COUNTY LINE)(0.5 MILES). SITE DRAINS TO ONSITE
QUARRY LAKES & AND TEMPORARY PHASE ONE (TREE CLEARING AND STRIPPING OF OVERBURDEN) TO BLUE WOODS CREEK, FINAL GRADING OF SITE WILL NOT
OUTLET TO BLUE WOODS CREEK OR THE WHITE RIVER EXCEPT IN THE EVENT OF A 100 YEAR FLOOD.
A11 - IDENTIFICATION OF DISCHARGES TO A WATER ON THE CURRENT 303(D) LIST OF IMPAIRED WATERS AND THE POLLUTANT(S) FOR WHICH IT IS IMPAIRED:
WHITE RIVER WEST FORK (MUNCIE TO HAMILTON-MARION COUNTY LINE) IS LISTED AS IMPAIRED ON THE 303(D) LIST. IMPAIRMENTS INCLUDE ESCHERICHIA COLI
(E.COLI), PCBS IN FISH TISSUE AND NUTRIENTS . THIS PROJECT HOWEVER WILL NOT DIRECT DISCHARGE INTO THE WHITE RIVER.
A12 - SOILS MAP OF THE PREDOMINATE SOIL TYPES: SEE BOTTOM OF THIS PAGE.
A13 - IDENTIFICATION AND LOCATION OF ALL KNOWN WETLANDS, LAKES, AND WATER COURSES ON OR ADJACENT TO THE PROJECT SITE (CONSTRUCTION PLAN,
EXISTING SITE LAYOUT): SEE SHEET C100
A14 - IDENTIFICATION OF ANY OTHER STATE OR FEDERAL WATER QUALITY PERMITS OR AUTHORIZATIONS THAT ARE REQUIRED FOR CONSTRUCTION
ACTIVITIES: IDEM NOTICE OF INTENT
A15 - IDENTIFICATION AND DELINEATION OF EXISTING COVER, INCLUDING NATURAL BUFFERS: EXISTING COVER CONSISTS OF GRASS & TREES/SHRUBS/BRUSH
A NATURAL BUFFER EXISTS ALONG THE NORTH SIDE OF BLUE WOODS CREEK AND WILL BE MAINTAINED FROM 50' MINIMUM TO 75' IN WIDTH
A16 - EXISTING SITE TOPOGRAPHY AT AN INTERVAL APPROPRIATE TO INDICATE DRAINAGE PATTERNS: SEE SHEET C100 FOR EXISTING TOPOGRAPHY.
A17- LOCATION(S) WHERE RUN-OFF ENTERS THE PROJECT SITE: RUNOFF ENTERS THE SOUTH SITE FROM THE NORTH TO CURB INLETS UNDER 106TH STREET,
THEN THROUGH THE PROPERTY TO THE SOUTH TO BLUE WOODS CREEK. THE NORTH SITE RECEIVES MINIMAL RUNOFF FROM THE RESIDENTIAL SUBDIVISION.
REFER TO SHEET C100
A18 - LOCATION(S) WHERE RUN-OFF DISCHARGES FROM THE PROJECT SITE PRIOR TO LAND DISTURBANCE: SEE SHEET C100 FOR EXISTING TOPOGRAPHY.
A19 - LOCATION OF ALL EXISTING STRUCTURES ON THE PROJECT SITE: SEE SHEET C100 FOR EXISTING CONDITIONS AND ITEMS NOTED FOR DEMOLITION. AN
EXISTING BARN, SHEDS, FARM HOUSE EXISTING ONSITE.
A20 - EXISTING PERMANENT RETENTION OR DETENTION FACILITIES, INCLUDING MANMADE WETLANDS, DESIGNED FOR THE PURPOSE OF STORMWATER
MANAGEMENT: NOT APPLICABLE.
A21 - LOCATIONS WHERE STORMWATER MAY BE DIRECTLY DISCHARGED INTO GROUND WATER, SUCH AS ABANDONED WELLS, SINKHOLES, OR KARST
FEATURES: NOT APPLICABLE.
A22 - SIZE OF THE PROJECT AREA EXPRESSED IN ACRES: 43.00 AC
A23 - TOTAL EXPECTED LAND DISTURBANCE EXPRESSED IN ACRES: 31.00 AC
A24 - PROPOSED FINAL TOPOGRAPHY: SEE SHEET C102 PLAN SHEET.
A25 - LOCATIONS AND APPROXIMATE BOUNDARIES OF ALL DISTURBED AREAS: SEE SHEETS C101-C102 FOR LIMITS OF DISTURBANCE.
A26 - LOCATIONS, SIZE, AND DIMENSIONS OF ALL STORMWATER DRAINAGE SYSTEM SUCH AS CULVERTS, STORMWATER SEWER, AND CONVEYANCE CHANNELS:
N/A. SEE SHEETS C102
A27 - LOCATIONS OF SPECIFIC POINTS WHERE STORMWATER AND NON-STORMWATER DISCHARGES WILL LEAVE THE PROJECT SITE: SEE SHEET C101 SWPPP
PLAN FOR TEMPORARY OUTFALL TO BLUE WOODS CREEK
A28 - LOCATION OF ALL PROPOSED SITE IMPROVEMENTS, INCLUDING ROADS, UTILITIES, LOT DELINEATION AND IDENTIFICATION, PROPOSED STRUCTURES, AND
COMMON AREAS: SEE PLAN SHEETS C101, C102 & L100
A29 - LOCATION OF ALL ON-SITE AND OFF-SITE SOIL STOCKPILES AND BORROW AREAS: ALL OVERBURDEN SOIL STOCPILES WILL BE LOCATED IN THE INTERIOR
OF BOTH EXISTING MINE SITES THAT HAVE NO DIRECT OUTLET TO A RECEIVING WATER AND ARE NOT SHOWN ON THESE PLANS
A30 - CONSTRUCTION SUPPORT ACTIVITIES THAT ARE EXPECTED TO BE PART OF THE PROJECT: NOT APPLICABLE.
A31 - LOCATION OF ANY IN-STREAM ACTIVITIES THAT ARE PLANNED FOR THE PROJECT INCLUDING, BUT NOT LIMITED TO, STREAM CROSSINGS AND PUMP
AROUNDS: NOT APPLICABLE.
STORMWATER POLLUTION PREVENTION - CONSTRUCTION COMPONENT
(SECTION B)
B1 - DESCRIPTION OF THE POTENTIAL POLLUTANT GENERATING SOURCES AND POLLUTANTS, INCLUDING ALL POTENTIAL NON-STORMWATER DISCHARGES:
POTENTIAL POLLUTANTS FROM CONSTRUCTION ACTIVITY SUCH AS ASPHALT FROM PAVING; CONCRETE FROM CURBING, SIDEWALKS, OIL, GREASE,
ANTIFREEZE, GASOLINE AND DIESEL FUEL FROM CONSTRUCTION EQUIPMENT; SOIL EROSION; FERTILIZER AND PESTICIDES FROM LANDSCAPING AND TRASH
SHOULD BE PROPERLY ATTENDED TO TO REDUCE THE CONTAMINANTS FROM ENTERING THE STORM SYSTEM. TRASH SHOULD BE CLEANED UP TO REDUCE
CLOGGING OF STORM SYSTEMS AND REDUCE POTENTIAL BACTERIA AND/OR OTHER BIOLOGICAL AGENTS FROM ENTERING IN THE STORM SYSTEM.
B2 - STABLE CONSTRUCTION ENTRANCE LOCATIONS AND SPECIFICATIONS: SEE SHEET C101 FOR CONSTRUCTION ENTRANCE, WHICH IS LOCATED AT THE
NORTH & SOUTH INTERIOR HAUL ROADs @ 106TH STREET. DETAIL IS LOCATED ON SHEET C104.
B3 - SPECIFICATIONS FOR TEMPORARY AND PERMANENT STABILIZATION: SEE TEMPORARY & PERMANENT SEEDING SCHEDULE AND NOTES ON DETAIL
LOCATED ON SHEET C104-C105.
B4 - SEDIMENT CONTROL MEASURES FOR CONCENTRATED FLOW AREAS: THERE ARE NO CONCENTRATED FLOW AREAS PROPOSED. UPON FINAL GRADING
CONTRACTOR TO INSTALL EROSION CONTROL BLANKET AND PERMANENT SEEDING PER PLAN SHEET C102 AND DETAILS ON SHEETS C104-C105.
B5 - SEDIMENT CONTROL MEASURES FOR SHEET FLOW AREAS: UPON FINAL GRADING CONTRACTOR TO INSTALL EROSION CONTROL BLANKET AND
PERMANENT SEEDING PER PLAN SHEET C102 AND DETAILS ON SHEETS C104-C105.
B6 - RUN-OFF CONTROL MEASURES: THE PROPOSED DRAINAGE OUTLETS TO THE EXISTING QUARRY LAKE AND PROPOSED QUARRY LAKE. PERMANENT
SEEDING AND EROSION CONTROL BLANKET AS SPECIFIED ON SHEET C102 MUST BE INSTALLED AFTER FINAL GRADING.
B7 - STORMWATER OUTLET PROTECTION LOCATION AND SPECIFICATIONS: THE PROPOSED DRAINAGE OUTLETS TO THE EXISTING QUARRY LAKE AND
PROPOSED QUARRY LAKE. PERMANENT SEEDING AND EROSION CONTROL BLANKET AS SPECIFIED ON SHEET C102 MUST BE INSTALLED AFTER FINAL
GRADING.
B8 - GRADE STABILIZATION STRUCTURE LOCATIONS AND SPECIFICATIONS: NOT APPLICABLE.
B9 - DEWATERING APPLICATIONS AND MANAGEMENT METHODS: NO DEWATERING IS ANTICIPATED HOWEVER IN THE EVENT THAT DEWATERING IS REQUIRED
ON SITE (OTHER THAN INTO AN EXISTING QUARRY LAKE), PROVIDE SEDIMENT AND OIL CONTAINMENT WITH THE USE OF THE ULTRA DEWATERING BAG, PART
#9724-O/S AS PROVIDED BY ULTRATECH INTERNATIONAL, INC. AND SUPPLIED BY D2 LAND & WATER RESOURCES. REFER TO MANUFACTURER SPECIFICATIONS
FOR ALTERNATE SIZES OF BAGS IF NEEDED. ALTERNATE EQUAL MEASURES OF CONTAINMENT MAY BE APPROVED BY THE ENGINEER OR EROSION CONTACT
PERSON IF ANOTHER PRODUCT OR METHOD OF CONTAINMENT IS DESIRED.
B10 - MEASURES UTILIZED FOR WORK WITHIN WATERBODIES: NOT APPLICABLE.
B11 - MAINTENANCE GUIDELINES FOR EACH PROPOSED STORMWATER QUALITY MEASURE: INSPECT ALL EROSION CONTROL AND STORMWATER QUALITY
MEASURES WEEKLY AND AFTER EACH STORM EVENT OR HEAVY USE. REPAIR/REPLACE ANY COMPROMISED OR FAILED MEASURE AS REQUIRED. MORE
SPECIFIC GUIDELINES ARE INCLUDED ON INDIVIDUAL DETAILS SHEETS C104-C105.
B12 - PLANNED CONSTRUCTION SEQUENCE THAT DESCRIBES THE IMPLEMENTATION OF STORMWATER QUALITY MEASURES IN RELATION TO LAND
DISTURBANCE:
1.A PRE-CONSTRUCTION MEETING WITH THE CITY OF CARMEL IS REQUIRED PRIOR TO THE COMMENCEMENT OF ANY EARTHWORK. ADDITIONALLY, IDEM IS
REQUIRED TO BE CONTACTED AT LEAST 48 HOURS PRIOR TO START OF CONSTRUCTION.
2.CONSTRUCTION ENTRANCE - INSTALL CONSTRUCTION ENTRANCES AS SHOWN OFF INTERNAL ACCESS DRIVE AT 106TH STREET. SEE SHEET C101 FOR
LOCATION AND SHEET C104 FOR DETAILS.
3.INSTALL SILT FENCING, INLET PROTECTION AND ALL OTHER PHASE 1 EROSION CONTROL MEASURES PRIOR TO ANY EARTH MOVING. REFER TO SHEETS C101
& C104-C105.
4.CLEAR EXISTING WOODED AREAS AS SHOWN.
5.EARTHWORK - STRIP TOPSOIL AND OVERBURDEN, BEGIN ROUGH EXCAVATION AND PREPARE BERM SUBGRADE FOR FILL ACTIVITIES.
6.STORM SEWER - N/A\UTILITIES - COORDINATE DEMOLITION OF ALL UTILITIES AS NEEDED.
7.PAVEMENT - N/A
8.FINISH GRADING AND PERMANENT EROSION CONTROL - FINISH GRADE AND PERMANENTLY SEED ALL DISTURBED AREAS. INSTALL EROSION CONTROL
BLANKET AND ANY RIP RAP AS REQUIRED.
9.CLEANUP - CONTRACTOR SHALL SPOIL ALL EXCESS MATERIALS, REGRADE AND STABILIZE ALL AREAS DISTURBED BY UTILITY INSTALLATIONS AS REQUIRED
10. FINAL LANDSCAPING - INSTALL FINAL LANDSCAPING AS REQUIRED ON BERMS
B13 - PROVISIONS FOR EROSION AND SEDIMENT CONTROL ON INDIVIDUAL RESIDENTIAL BUILDING LOTS REGULATED UNDER THE PROPOSED PROJECT: NOT
APPLICABLE.
B14 - MATERIAL HANDLING AND SPILL PREVENTION AND SPILL RESPONSE PLAN MEETING THE REQUIREMENTS IN 327 IAC 2-6.1: POTENTIAL POLLUTANTS FROM
CONSTRUCTION ACTIVITY SUCH AS ASPHALT FROM PAVING; CONCRETE FROM CURBING, SIDEWALKS. A CONCRETE WASHOUT AREA HAS BEEN DESIGNATED
OIL, GREASE, ANTIFREEZE, GASOLINE AND DIESEL FUEL FROM CONSTRUCTION EQUIPMENT. IF THERE IS A SPILL FROM ONE OF THESE, IMMEDIATE CLEANUP
SHOULD OCCUR; SOIL EROSION; FERTILIZER AND PESTICIDES FROM LANDSCAPING AND TRASH SHOULD BE PROPERLY ATTENDED TO TO REDUCE THE
CONTAMINANTS FROM ENTERING THE STORM SYSTEM AND ADJACENT WATER BODIES. TRASH SHOULD BE CLEANED UP TO REDUCE CLOGGING OF STORM
SYSTEMS AND REDUCE POTENTIAL BACTERIA AND/OR OTHER BIOLOGICAL AGENTS FROM ENTERING IN THE STORM SYSTEM OR ADJACENT WATER BODIES.
AND SHALL MEET THE REQUIREMENTS OF IAC 2-6.1. FOLLOW MATERIAL SAFETY DATA SHEET (MSDS) GUIDELINES FOR CONTAMINANTS PRESENT ON SITE..
CONTACT INFORMATION FOR STATE AND LOCAL EMERGENCY SPILL RESPONSE IS INCLUDED ON THIS SHEET, TOP MIDDLE OF PAGE.
B15 - MATERIAL HANDLING AND STORAGE PROCEDURES ASSOCIATED WITH CONSTRUCTION ACTIVITY: APPROPRIATE MEASURES MUST BE IMPLEMENTED TO
MANAGE WASTES OR UNUSED BUILDING MATERIALS INCLUDING, BUT NOT LIMITED TO GARBAGE, DEBRIS, CLEANING WASTES, WASTEWATER, CONCRETE OR
CEMENTITIOUS WASHOUT WATER, MORTAR/MASONRY PRODUCTS, SOIL STABILIZERS, LIME STABILIZATION MATERIALS, AND OTHER SUBSTANCES. WASTES AND
UNUSED BUILDING MATERIALS MUST BE MANAGED AND DISPOSED OF IN ACCORDANCE WITH ALL APPLICABLE STATUTES AND REGULATIONS.
PROPER STORAGE AND HANDLING OF MATERIALS, SUCH AS FUELS OR HAZARDOUS WASTES, AND SPILL PREVENTION AND CLEAN-UP MEASURES MUST BE
IMPLEMENTED TO MINIMIZE THE POTENTIAL FOR POLLUTANTS TO CONTAMINATE SURFACE OR GROUND WATER OR DEGRADE SOIL QUALITY.
IF APPLICABLE CONCRETE WASH WATER MUST BE DIRECTED INTO LEAK-PROOF CONTAINERS OR LEAK-PROOF CONTAINMENT AREAS WHICH ARE LOCATED
AND DESIGNED TO DIVERT STORMWATER RUN-OFF TO PREVENT THE DISCHARGE AND/OR OVERFLOW OF THE WASH WATER.
STORMWATER POLLUTION PREVENTION - POST-CONSTRUCTION COMPONENT
(SECTION C)
C1 - DESCRIPTION OF POLLUTANTS AND THEIR SOURCES ASSOCIATED WITH THE PROPOSED LAND USE: POTENTIAL POLLUTANTS FROM POST-CONSTRUCTION
ACTIVITY SUCH AS SANDS AND SALTS FROM SNOW REMOVAL; OIL, GREASE, ANTIFREEZE, ETC. FROM VEHICLES INCLUDING HEAVY METAL FROM BRAKE PAD
WEAR SHOULD BE PROPERLY ATTENDED TO TO REDUCE THE CONTAMINANTS FROM ENTERING THE STORM SYSTEM. TRASH SHOULD BE CLEANED UP TO
REDUCE CLOGGING OF STORM SYSTEMS AND REDUCE POTENTIAL BACTERIA AND/OR OTHER BIOLOGICAL AGENTS FROM ENTERING IN THE STORM SYSTEM.
EXCESS FERTILIZERS AND HERBICIDES SHOULD BE AVOIDED. CLEAN UP IMMEDIATELY IF ANY IS SPILLED.
C2 - DESCRIPTION OF PROPOSED POST-CONSTRUCTION STORMWATER MEASURES: THE ONSITE STORMWATER WILL BE CONVEYED BY OVERLAND SHEET FLOW
ACROSS GRASS INTO THE EXISTING AND PROPOSED QUARRY LAKE. THE INFORMATION AND DETAILS FOR THESE MEASURES ARE BETTER DEFINED IN SHEETS
C101-C015 PLANS AND DETAILS. ADDITIONAL WATER QUALITY MEASURES WILL BE IMPLEMENTED BY THE SITE OWNER AS PART OF THEIR SPILL PREVENTION,
CONTROL, AND COUNTERMEASURE PLAN. THE MARTIN MARIETTA MATERIALS, INC. ENVIRONMENTAL DEPARTMENT WILL OVERSEE THESE POST CONSTRUCTION
MEASURES.
C3 - PLAN DETAILS FOR EACH STORMWATER MEASURES: SEE SHEETS C101-C105.
C4 - SEQUENCE DESCRIBING STORMWATER MEASURE IMPLEMENTATION: AFTER ROUGH GRADING AND STORM SEWER INSTALLATION FINAL GRADING, RIPRAP,
PERMANENT SEEDING AND EROSION CONTROL BLANKET WILL BE INSTALLED TO MAINTAIN GRADES WHILE GRASS IS ESTABLISHED.
C5 - MAINTENANCE GUIDELINES FOR PROPOSED POST-CONSTRUCTION STORMWATER MEASURES: GRASS AREAS ARE TO BE MOWED AND MAINTAINED, TRASH
IS TO BE CLEANED FROM THE SITE AND STORM SYSTEM AND ANY SEDIMENT REMOVED FROM THE SWALES AND/OR STORM INLETS.
C6 - ENTITY THAT WILL BE RESPONSIBLE FOR OPERATION AND MAINTENANCE OF THE POST-CONSTRUCTION STORMWATER MEASURES: THE PROJECT SITE
OWNER, MARTIN MARIETTA MATERIALS, INC., WILL BE RESPONSIBLE FOR ONGOING OPERATION AND MAINTENANCE OF THE POST-CONSTRUCTION
STORMWATER MEASURES.
12/7/2023
SEDIMENTATION/SILT FENCE
MAXIMUM LOAD SLOPE AND DISTANCE FOR
WHICH A SILT FENCE IS APPLICABLE
INSTALLATION
PREFABRICATED SILT FENCE
1. LAY OUT THE LOCATION OF THE FENCE SO THAT IT IS PARALLEL TO THE CONTOUR OF THE SLOPE AND AT LEAST 10 FEET BEYOND THE TOE OF THE SLOPE TO PROVIDE A SEDIMENT STORAGE
AREA. TURN THE ENDS OF THE FENCE UP SLOPE SUCH THAT THE POINT OF CONTACT BETWEEN THE GROUND AND THE BOTTOM OF THE FENCE END TERMINATES AT A HIGHER ELEVATION
THAN THE TOP OF THE FENCE AT ITS LOWEST POINT.
2. EXCAVATE AN EIGHT-INCH DEEP BY FOUR-INCH WIDE TRENCH ALONG THE ENTIRE LENGTH OF THE FENCE LINE. INSTALLATION BY PLOWING IS ALSO ACCEPTABLE.
3. INSTALL THE SILT FENCE WITH THE FILTER FABRIC LOCATED ON THE UP-SLOPE SIDE OF THE EXCAVATED TRENCH AND THE SUPPORT POSTS ON THE DOWN-SLOPE SIDE OF THE TRENCH.
4. DRIVE THE SUPPORT POSTS AT LEAST 18 INCHES INTO THE GROUND, TIGHTLY STRETCHING THE FABRIC BETWEEN THE POSTS AS EACH IS DRIVEN INTO THE SOIL. MINIMUM OF 12 INCHES OF
THE FILTER FABRIC SHOULD EXTEND INTO THE TRENCH.
5. LAY THE LOWER FOUR INCHES OF FILTER FABRIC ON THE BOTTOM OF THE TRENCH AND EXTEND IT TOWARD THE UP-SLOPE SIDE OF THE TRENCH.
6. BACKFILL THE TRENCH WITH SOIL MATERIAL AND COMPACT IT IN PLACE.
NOTE: IF THE SILT FENCE IS BEING CONSTRUCTED ON-SITE, ATTACH THE FILTER FABRIC TO THE SUPPORT POSTS AND ATTACH WOODEN LATHE TO SECURE THE FABRIC TO THE POSTS.
ALLOW FOR AT LEAST 12 INCHES OF FABRIC BELOW GROUND LEVEL. COMPLETE THE SILT FENCE INSTALLATION, FOLLOWING STEPS 1 THROUGH 6 ABOVE.
MAINTENANCE
_ INSPECT WITHIN 24 HOURS OF A RAIN EVENT AND AT LEAST ONCE EVERY SEVEN CALENDAR DAYS.
_ IF FENCE FABRIC TEARS, STARTS TO DECOMPOSE, OR IN ANY WAY BECOMES INEFFECTIVE, REPLACE THE AFFECTED PORTION IMMEDIATELY. NOTE: ALL REPAIRS SHOULD MEET
SPECIFICATIONS AS OUTLINED WITHIN THIS MEASURE.
_ REMOVE DEPOSITED SEDIMENT WHEN IT IS CAUSING THE FILTER FABRIC TO BULGE OR WHEN IT REACHES ONE-HALF THE HEIGHT OF THE FENCE AT ITS LOWEST POINT. WHEN CONTRIBUTING
DRAINAGE AREA HAS BEEN STABILIZED, REMOVE THE FENCE AND SEDIMENT DEPOSITS, GRADE THE SITE TO BLEND WITH THE SURROUNDING AREA, AND STABILIZE.
REFERENCE IN CHAPTER 7 PAGES 215-221 IN THE INDIANA STORM WATER QUALITY MANUAL
2-WOOD POST/STAKES WRAPPED
WITH SILT FENCE AND ROTATED AT
LEAST ONE FULL TURN TO SECURE
SILT FENCE END IN PLACE
SILT FENCE
SILT FENCE
POST
TO JOIN TO
ENDS OF TWO
FENCES.
EMBEDDED SILT FENCE MATERIAL MIN. 8"
INTO GROUND W/ 4" LAID ALONG BOTTOM OF
TRENCH. SOIL SLICING IN ACCORDANCE
WITH ASTM D 6462 8.2.2 IS ALSO
ACCEPTABLE.
GEOTEXTILE FABRIC LAID ON
DOWN SLOPE SIDE AND
BOTTOM OF TRENCH
8"X4" TRENCH TO BE BACKFILLED
AND COMPACTED
WOVEN FILTER FABRIC SILT
FENCE MATERIAL COVER
POST 2"X2" WOOD OR 1.33
LBS/FOOT STEEL 6' MAX.
SPACING
EMBEDDED SILT FENCE MATERIAL MIN. 8"
INTO GROUND W/ 4" LAID ALONG BOTTOM OF
TRENCH. SOIL SLICING IN ACCORDANCE WITH
ASTM D 6462 8.2.2 IS ALSO ACCEPTABLE.
GEOTEXTILE FABRIC LAID
ON DOWN SLOPE SIDE AND
BOTTOM OF TRENCH
POST 2"X2" WOOD OR 1.33 LBS/FOOT
STEEL 8' MAX. SPACING
WIRE FENCE 14 GUAGE (MIN)-6" MESH
REQ'D. IN SWALES OR AREAS OF
CONCENTRATED FLOW
WOVEN FILTER FABRIC - SECURE
TO POSTS WITH 2" LATH
2-WOOD POST/STAKES WRAPPED
WITH SILT FENCE AND ROTATED
AT LEAST TWO FULL TURNS TO
PROVIDE A SECURE CONNECTION
HIGH
VISABILTIY
PLASTIC
MESH FENCE
8"X4" TRENCH TO BE
BACKFILLED AND COMPACTED
POSTS: STEEL T OR U TYPE, OR 2"X2" HARD WOOD POST
FENCE: WOVEN WIRE, 14-1/2 GA., 6" MAX. MESH OPENING
FABRIC: IN ACCORDANCE WITH ASTM D 6461 LATEST EDITION.
LOAD SLOPE
LESS THAN 2%
2 TO 5%
5 TO 10%
10 TO 20%
MORE THAN 20%
MAX. DISTANCE ABOVE FENCE
100 FT.
75 FT.
50 FT.
25 FT.
15 FT.
(NO SCALE)
TREE PRESERVATION DETAIL
BARRIERS THAT EXTEND BEYOND THE DRIPLINE PROTECT TREES DURING CONSTRUCTION.
EX. GRADE
FENCE POST
HIGH VISABILTIY
PLASTIC MESH
FENCE
WATER DRIP-LINE
EX. TREE
(DRIP-LINE)
PROP. FENCE POST
WITHOUT WIRE SUPPORT WITH WIRE SUPPORT
(NO SCALE)
FLOW
FINISH GRADE
UNDISTURBED
GROUND
FLOW
FINISH GRADE
UNDISTURBED
GROUND
TEMPORARY CONSTRUCTION INGRESS/EGRESS PAD
NOTE: AVOIDING DAMAGE DURING CONSTRUCTION
THE SUREST WAY TO PROTECT TREES THAT ARE TO BE SAVED IS TO:
1.WORK WITH THE BUILDER TO LOCATE AND MARK WITH FLAGGING AND/OR SIGNS ALL
CONSTRUCTION ROADS, PARKING PLACES FOR WORKERS, AND AREAS FOR STORAGE
OF BUILDING MATERIALS, GRAVEL AND SOIL.
2.WORK WITH THE UTILITY CONTRACTORS TO STAKE OUT THE EXACT LOCATION OF
TRENCHES.
3.ERECT PHYSICAL BARRIERS AROUND ALL "SAVED" TREES OR, BETTER YET, AROUND
GROUPS OF TREES, NEAR THE CONSTRUCTION ACTIVITY.
4.EXTEND BARRIERS AS FAR AS POSSIBLE BEYOND DRIPLINE.
TEMPORARY SEED
TABLE 1. TEMPORARY SEEDING SPECIFICATIONS
AUG. 1 - SEPT. 1
GERMAN MILLET
WHEAT OR RYE 150 LBS. 1 TO 1½ INCHES SEPT. 15 - OCT. 30
SPRING OATS 100 LBS. 1 INCH MARCH 1 - APRIL 15
ANNUAL RYEGRASS 40 LBS.¼ INCH MARCH 1 - MAY 1
40 LBS.1 TO 2 INCHES MAY 1 - JUNE 1
SUDANGRASS 35 LBS.MAY 1 - JULY 30
BUCKWHEAT 60 LBS. APRIL 15 - JUNE 1
CORN (BROADCAST)300 LBS.MAY 11 - AUG. 10
SORGHUM 35 LBS.MAY 1 - JULY 15
1 TO 2 INCHES
1 TO 2 INCHES
1 TO 2 INCHES
1 TO 2 INCHES
1. PERENNIAL SPECIES MAY BE USED AS A TEMPORARY COVER, ESPECIALLY IF THE AREA TO BE
SEEDED WILL REMAIN IDLE FOR MORE THAN ONE YEAR.
2. SEEDING DONE OUTSIDE THE OPTIMUM SEEDING DATES INCREASES THE CHANCES OF SEEDING FAILURE. DATES
MAY BE EXTENDED OR SHORTENED BASED ON THE LOCATION OF THE PROJECT
SITE WITHIN THE STATE.
NOTES
1. MULCH ALONE IS AN ACCEPTABLE TEMPORARY COVER AND MAY BE USED IN LIEU OF TEMPORARY SEEDING, PROVIDED THAT IT IS
APPROPRIATELY ANCHORED.
2. A HIGH POTENTIAL FOR FERTILIZER, SEED, AND MULCH TO WASH EXISTS ON STEEP BANKS, CUTS, AND IN CHANNELS AND AREAS OF
CONCENTRATED FLOW.
SEEDBED PREPARATION
1. TEST SOIL TO DETERMINE PH AND NUTRIENT LEVELS.
2. APPLY SOIL AMENDMENTS AS RECOMMENDED BY THE SOIL TEST. IF TESTING IS NOT DONE, APPLY 400 TO 600 POUNDS PER ACRE OF 12-12-12
ANALYSIS FERTILIZER, OR EQUIVALENT.
3. WORK THE SOIL AMENDMENTS INTO THE UPPER TWO TO FOUR INCHES OF THE SOIL WITH
A DISK OR RAKE OPERATED ACROSS THE SLOPE.
SEEDING
1. SELECT A SEED SPECIES OR AN APPROPRIATE SEED MIXTURE AND APPLICATION RATE FROM TABLE 1.
2. APPLY SEED UNIFORMLY WITH A DRILL OR CULTIPACKER SEEDER OR BY BROADCASTING. PLANT OR COVER SEED TO THE DEPTH SHOWN IN TABLE
1.
NOTES
1. IF DRILLING OR BROADCASTING THE SEED, ENSURE GOOD SEED-TO-SOIL CONTACT BY FIRMING THE SEEDBED WITH A ROLLER OR CULTIPACKER
AFTER COMPLETING SEEDING OPERATIONS.
2. DAILY SEEDING WHEN THE SOIL IS MOIST IS USUALLY MOST EFFECTIVE.
3. IF SEEDING IS DONE WITH A HYDROSEEDER, FERTILIZER AND MULCH CAN BE APPLIED WITH THE SEED IN A SLURRY MIXTURE.
3. APPLY MULCH AND ANCHOR IT IN PLACE.
MAINTENANCE
1.INSPECT WITHIN 24 HOURS OF EACH RAIN EVENT AND AT LEAST ONCE EVERY SEVEN CALENDAR DAYS.
2. CHECK FOR EROSION OR MOVEMENT OF MULCH AND REPAIR IMMEDIATELY.
3. MONITOR FOR EROSION DAMAGE AND ADEQUATE COVER (80 PERCENT DENSITY); RESEED, FERTILIZE, AND APPLY 4. MULCH WHERE NECESSARY.
4. IF NITROGEN DEFICIENCY IS APPARENT, TOP-DRESS FALL SEEDED WHEAT OR RYE SEEDING WITH 50 POUNDS PER ACRE OF NITROGEN IN
FEBRUARY OR MARCH.
REFERENCE IN CHAPTER 7 PAGES 31-33 IN THE INDIANA STORM WATER QUALITY MANUAL
TEMPORARY SEED
TABLE 1. TEMPORARY SEEDING SPECIFICATIONS
SEED SPECIES1 RATE PER ACRE PLANTING DEPTH OPTIMUM DATES2
REPLACEABLE SEDIMENT BAGS
WITH GEOTEXTILE FILTER FABRIC
LIFT HANDLES
STAINLESS
STEEL
CLAMPING
BAND
REAR CURB GUARD FLAP
WITH MAGNETIC TIE-DOWNS
ALL PRODUCTS MANUFACTURED
BY INLET & PIPE PROTECTION, INC
DISTRIBUTED BY ADS
WWW.INLETFILTERS.COM
(866) 287-8655 PH
(630) 355-3477 FX
INFO@INLETFILTERS.COM
STANDARD 2"
OVERFLOW
AREA
11 GAUGE STEEL SUSPENSION SYSTEM
COIR LOG (FIBER ROLL)
2"x2"x36" HARDWOOD
STAKES (TYP.) @ 5.0' O.C. 12"
MIN. DEEP FROM GRADE
EXISTING
GRADE
2"x2"x42" HARDWOOD
STAKES (TYP.) @ 5.0' O.C. 12"
MIN. DEEP FROM GRADE
12" FILTREXX SILTSOXX
OR AMERICAN
EXCELSIOR CURLEX
PER MANUFACTURER'S
SPECIFICATIONS OR
APPROVED EQUAL EXISTING
GRADE
12" FILTREXX SILTSOXX
OR AMERICAN
EXCELSIOR CURLEX
PER MANUFACTURER'S
SPECIFICATIONS OR
APPROVED EQUAL W233008-C104 swppp detC104SWPPP DETAILSW233008JLKW233008 07/11/2023FAPFAPMARTIN MARIETTA INC. CARMEL SAND106TH ST & HAZEL DELL PKWY, CARMEL, IN 46033NOTES:
1.THE SWPPP INFORMATION SIGN MUST BE LOCATED NEAR THE
CONSTRUCTION EXIT OF THE SITE, SUCH THAT IT IS ACCESSIBLE
AND VIEWABLE BY THE GENERAL PUBLIC, BUT NOT OBSTRUCTING
VIEWS AS TO CAUSE A SAFETY HAZARD.
2.ALL POSTED DOCUMENTS MUST BE MAINTAINED IN A CLEARLY
READABLE CONDITION AT ALL TIMES THROUGHOUT
CONSTRUCTION AND UNTIL THE NOTICE-OF-TERMINATION (NOT) IS
FILED FOR THE PERMIT.
3.CONTRACTOR SHALL POST OTHER STORM WATER AND/OR
EROSION AND SEDIMENT CONTROL RELATED PERMITS ON THE
SIGN AS REQUIRED BY THE GOVERNING AGENCY.
4.SIGN SHALL BE LOCATED OUTSIDE OF PUBLIC RIGHT-OF-WAY AND
EASEMENTS UNLESS APPROVED BY THE GOVERNING AGENCY.
5.CONTRACTOR IS RESPONSIBLE FOR ENSURING STABILITY OF THE
SWPPP INFORMATION SIGN.
6.IN THE EVENT THAT THE GENERAL CONTRACTOR (GC) DOES NOT
HAVE A JOB TRAILER ONSITE DURING CONSTRUCTION OR AT
SUCH TIME THAT THE GC IS SUBSTANTIALLY COMPLETE AND IS NO
LONGER ONSITE - PROVIDE A 4" PVC TUBE WITH END CAPS
(SECURED TO SIGN) TO CONTAIN THE APPROVED PLANS AND
PERMITS FOR INSPECTORS.
SWPPP INFORMATION SIGN
COPY OF
IDEM
NOTICE OF
SUFFICIENCY
SWPPP INFORMATION
DETAILED DESCRIPTION OF THE LOCATION OF THE SWPPP
DOCUMENTATION (BINDER AND SITE MAPS) ON THE SITE.
SEE NOTE 6
COPY
OF
DRAINAGE
APPROVAL
LETTER
COPY
OF
CONSTRUCTION
SITE
NOTICE AS
APPLICABLE
COPY
OF
CONSTRUCTION
SITE
NOTICE AS
APPLICABLE
(NO SCALE)
COPY OF NOI
CONSTRUCTION
STORMWATER
SIGNED
CERTIFICATION
SIGN TO BE CONSTRUCTED OF A RIGID
MATERIAL, SUCH AS PLYWOOD OR
OUTDOOR SIGN BOARD. SIGN MUST BE
CONSTRUCTED IN A MANNER TO PROTECT
DOCUMENTS FROM DAMAGE DUE TO
WEATHER (WIND, SUN, MOISTURE, ETC.).
"SWPPP INFORMATION" MUST BE
DISPLAYED PROMINENTLY
ACROSS THE TOP OF THE SIGN,
AS SHOWN IN THE DETAIL.
COPY OF
LEGAL
ADVERTISEMENT
NOTIFICATION OF
CONSTRUCTION
ACTIVITY
10 9abcd 8 7 6efgh109876
5 4 3 2 Part of Sections 4 & 9, Township 17 North, Range 4 East, Clay Township, Hamilton County, Indiana1 PREPARED FOR:PROJECT NO.
SHEET NO.abcd5 4 3 2
e1
fhAPPROVAL PENDINGNOT FOR CONSTRUCTIONREVISED PER CITY COMMENTS10.24.2023FAP1gALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with confidence.SMENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape ArchitecturePROJECT NO.:REVISIONS AND ISSUESDATEBYDWG NAME:DESIGNED BY:DRAWN BY:CHECKED BY:DATE:STEVEN SCOTT RUCKER P.E. 11300279
12/7/2023
EROSION CONTROL BLANKET
STAPLE PATTERN
1.PREPARE SOIL BEFORE INSTALLING ROLLED EROSION CONTROL PRODUCTS (RECP's), INCLUDING ANY NECESSARY APPLICATION OF LIME,
FERTILIZER, AND SEED. NOTE: WHEN USING CELL-O-SEED DO NOT SEED PREPARED AREA. CELL-O-SEED MUST BE INSTALLED WITH PAPER
SIDE DOWN.
2.BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE RECP'S IN A 6" (15 CM) DEEP X 6" (15 CM) WIDE TRENCH WITH APPROXIMATELY 12" (30
CM) OF RECP'S EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE RECP'S WITH A ROW OF STAPLES/STAKES
APPROXIMATELY 12" (30 CM) APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO
COMPACTED SOIL AND FOLD REMAINING 12" (30 CM) PORTION OF RECP'S BACK OVER SEED AND COMPACTED SOIL. SECURE RECP'S COVER
COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED APPROXIMATELY 12" (30 CM) APART ACROSS THE WIDTH OF THE RECP'S.
3.ROLL THE RECP'S (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. RECP'S WILL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL
SURFACE. ALL RECP's MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES IN APPROPRIATE LOCATIONS AS
SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING THE DOT SYSTEM , STAPLES/STAKES SHOULD BE PLACED THOUGH EACH OF THE
COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN.
4.THE EDGES OF PARALLEL RECP's MUST BE STAPLED WITH APPROXIMATELY 2" - 5" (5 CM - 12.5 CM) OVERLAP DEPENDING ON RECP's TYPE.
5.CONSECUTIVE RECP'S SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE 3" (7.5 CM)
OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" (30 CM) APART ACROSS ENTIRE RECP's WIDTH. NOTE: IN LOOSE SOIL
CONDITIONS, THE USE OF STAPLE R STAKE LENGTHS GREATER THAN 6" (15 CM) MAY BE NECESSAY TO PROPERLY SECURE THE RECP's.
2"-5" (5 CM-12.5CM)
12" (30 CM)6" (15 CM)6" (15 CM)
SLOPE INSTALLATION
(NO SCALE)
EROSION CONTROL Products
Guaranteed SOLUTIONS
14649 HIGHWAY 41 NORTH
EVANSVILLE, IN 47725
800-720-2040
www.nagreen.com
(NO SCALE)
GENERAL STAPLE RECOMMENDATIONS
STAPLE PATTERNS APPLY TO ALL NORTH AMERICAN GREEN EROSION CONTROL BLANKETS.
STAPLE PATTERNS MAY VARY DEPENDING UPON SOIL TYPE AND AVERAGE ANNUAL RAINFALL.
AT SLOPE LENGTHS GREATER THAN 300 FEET OR WHERE DRAINAGE OVER LARGE AREAS
IS DIRECTED ONTO THE BLANKETS, STAPLE PATTERN "C" SHOULD BE UTILIZED.
CHANNEL LININGS REQUIRED A 2.0' MINIMUM OVERLAP AT LONGITUDINAL JOINTS.
SIDESLOPES SHALL REQUIRE A 6" MINIMUM OVERLAP. WHERE OVERLAPS OCCUR,
THE UPSTREAM BLANKET SHALL OVERLAP THE DOWNSTREAM.
IF OTHER THAN NORTH AMERICAN GREEN EROSION CONTROL BLANKETS ARE INSTALLED
FOLLOW THE INSTALLATION DIRECTIONS RECOMMENDED BY THAT PRODUCTS COMPANY.
CHANNEL LININGS UTILIZE STAPLE PATTERN
"C" WITH ADDITIONAL STAPLES ON SIDE SLOPES.
1 1/2 STAPLE PER SQ. YD.
2 STAPLE PER SQ. YD.
ADDITIONAL STAPLES
AS REQUIRED
SLOPE GRADIENT
CHANNEL
LININGSLOPE LENGTH IN FEET300
275
250
225
200
175
150
125
100
75
50
25 1 STAPLE PER SQ. YD.
RIP-RAP SLOPE PROTECTION
T = ____ FEET
SPECIFICATIONS
SLOPE
A RATIO OF 2:1 OR FLATTER (DESIGNED BY A QUALIFIED INDIVIDUAL/PROFESSIONAL ENGINEER; SLOPES
EXCEEDING 2:1 MAY REQUIRE ADDITIONAL DESIGN CONSIDERATIONS).
MINIMUM THICKNESS
TWO TIMES THE DESIGNED d50 (SEE APPENDIX A - GLOSSARY) STONE DIAMETER PLUS THE DEPTH OF THE
BEDDING MATERIAL.
MATERIALS
·RIP-RAP
- HARD, ANGULAR, AND WEATHER RESISTANT.
- SPECIFIC GRAVITY OF AT LEAST 2.5.
- SIZE AND GRADATION THAT WILL WITHSTAND VELOCITIES OF STORM WATER DISCHARGE FLOW DESIGN.
- WELL-GRADED MIXTURE OF STONE WITH 50 PERCENT OF THE STONE PIECES, BY WEIGHT, LARGER THAN
THE DESIGNED d50 SIZE.
- LARGEST PIECES SHOULD NOT EXCEED TWO TIMES THE DESIGNED d50 AND NO MORE THAN 15 PERCENT
OF THE PIECES (BY WEIGHT) SHOULD BE LESS THAN THREE INCHES.
·BEDDING MATERIAL - GEOTEXTILE FABRIC, SAND, OR CRUSHED AGGREGATE [INDIANA DEPARTMENT OF
TRANSPORTATION CA NO. 9, 11, OR 12 (SEE APPENDIX D)].
INSTALLATION
SUBGRADE PREPARATION
1.REMOVE BRUSH, TREES, STUMPS, AND OTHER DEBRIS AND DISPOSE OF IN DESIGNATED AREAS.
2.EXCAVATE FOUNDATION SUBGRADE BELOW DESIGN ELEVATION TO ALLOW FOR THICKNESS OF THE
BEDDING MATERIAL AND RIP-RAP.
3.COMPACT ANY FILL MATERIAL TO THE DENSITY OF THE SURROUNDING UNDISTURBED SOIL.
4.CUT A KEYWAY IN STABLE MATERIAL AT THE SLOPE BASE TO REINFORCE THE TOE; KEYWAY DEPTH SHOULD
BE ONE AND ONE-HALF TIMES THE DESIGN THICKNESS OF THE STONE AND SHOULD EXTEND A HORIZONTAL
DISTANCE EQUAL TO THE DESIGN THICKNESS (SEE RIP-RAP SLOPE PROTECTION WORKSHEET).
5.SMOOTH THE GRADED FOUNDATION.
PLACEMENT OF BEDDING MATERIAL
1.IF USING GEOTEXTILE FABRIC, PLACE ON THE SMOOTHED FOUNDATION, OVERLAP THE EDGES AT LEAST 12
INCHES AND SECURE WITH ANCHOR PINS SPACED EVERY THREE FEET ALONG THE OVERLAP. (FOR LARGE
RIP-RAP, CONSIDER A FOUR INCH LAYER OF SAND TO PROTECT THE FABRIC.)
2.IF USING SAND OR AGGREGATE BEDDING MATERIAL, SPREAD THE WELL-GRADED BEDDING MATERIAL IN A
UNIFORM LAYER TO THE REQUIRED THICKNESS (SIX INCHES MINIMUM). IF TWO OR MORE LAYERS ARE
SPECIFIED, PLACE THE LAYER OF THE SMALLER GRADATION FIRST AND AVOID MIXING THE LAYERS.
NOTE: OMISSION OF THE BEDDING MATERIAL OR DAMAGE TO IT MAY RESULT IN EROSION AND/OR PIPING
BENEATH THE RIP-RAP OR MOVEMENT OF THE UNDERLYING SOIL THROUGH THE VOIDS IN THE
RIP-RAP.
RIP-RAP PLACEMENT
1.IMMEDIATELY AFTER INSTALLING THE BEDDING MATERIAL, ADD RIP-RAP TO THE LINES AND ELEVATIONS
SHOWN IN THE CONSTRUCTION PLANS. PLACE THE RIP-RAP IN ONE OPERATION, TAKING CARE NOT TO
DAMAGE THE BEDDING MATERIAL. (DO NOT DUMP THROUGH CHUTES OR USE ANY METHOD THAT CAUSES
SEGREGATION OF STONE SIZES OR THAT WILL DISLODGE OR DAMAGE THE UNDERLYING BEDDING
MATERIAL.)
2.IF GEOTEXTILE FABRIC TEARS WHEN PLACING RIP-RAP, REPAIR IMMEDIATELY BY LAYING AND STAPLING A
PIECE OF FABRIC OVER THE DAMAGED AREA, OVERLAPPING THE UNDAMAGED AREAS BY AT LEAST 12
INCHES.
3.PLACE SMALLER STONE IN VOIDS TO FORM A DENSE, UNIFORM, WELL-GRADED RIP-RAP MASS. (SELECTIVE
LOADING AT THE QUARRY AND SOME HAND PLACEMENT MAY BE NEEDED TO ENSURE AN EVEN
DISTRIBUTION OF STONE MATERIAL.)
4.BLEND THE RIP-RAP SURFACE SMOOTHLY WITH THE SURROUNDING AREA TO ELIMINATE PROTRUSIONS OR
OVERFALLS.
MAINTENANCE
·INSPECT WITHIN 24 HOURS OF EACH RAIN EVENT AND AT LEAST ONCE EVERY SEVEN CALENDAR DAYS.
·CHECK FOR DISPLACEMENT OF RIP-RAP MATERIAL, SLUMPING, AND EROSION ALONG THE EDGES,
ESPECIALLY ON THE DOWN-SLOPE SIDE. (PROPERLY DESIGNED AND INSTALLED RIP-RAP USUALLY
REQUIRES VERY LITTLE MAINTENANCE.)
REFERENCE IN CHAPTER 7 PAGE 69 IN THE INDIANA STORM WATER QUALITY MANUAL
T= AGGREGATE THICKNESS (≥2xd50)
T= ____ FEET
1.5T
(MIN.)
KEYWAY
BEDDING MATERIAL /
FILTER MEDIUM
SMOOTH
FOUNDATION UNDER
BEDDING MATERIAL/
FILTER MEDIUM
(NO SCALE)
CROSS SECTION
PERSPECTIVE VIEW
-
-
-W233008-C104 swppp detC105SWPPP DETAILSW233008JLKW233008 07/11/2023FAPFAPMARTIN MARIETTA INC. CARMEL SAND106TH ST & HAZEL DELL PKWY, CARMEL, IN 4603310 9abcd 8 7 6efgh109876
5 4 3 2 Part of Sections 4 & 9, Township 17 North, Range 4 East, Clay Township, Hamilton County, Indiana1 PREPARED FOR:PROJECT NO.
SHEET NO.abcd5 4 3 2
e1
fhAPPROVAL PENDINGNOT FOR CONSTRUCTIONREVISED PER CITY COMMENTS10.24.2023FAP1gALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with confidence.SMENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape ArchitecturePROJECT NO.:REVISIONS AND ISSUESDATEBYDWG NAME:DESIGNED BY:DRAWN BY:CHECKED BY:DATE:STEVEN SCOTT RUCKER P.E. 11300279
ROCK HORSE SHOE CHECK DAM
ROCK CHECK DAM
GEOTEXTILE
FILTER FABRIC
GEOTEXTILE
FILTER FABRIC
GEOTEXTILE
FILTER FABRIC
GEOTEXTILE
FILTER FABRIC
INDOT #5/#8 AGGREGATE
(UPSTREAM FACE)
INDOT #5/#8 AGGREGATE
12" LAYER
(UPSTREAM FACE)
CLEAN STONE
NOTE
1.REFERENCED IN CHAPTER 7 PAGE 97 IN THE INDIANA STORM WATER QUALITY MANUAL.
GENERAL RULE FOR SPACING:
THE ELEVATION OF THE BOTTOM
OF THE UPSTREAM BERM SHOULD
BE EQUAL TO THE ELEVATION OF
THE TOP OF THE SUCCEEDING
DOWNSTREAM BERM.
CHECK DAMS IN SWALE
TOP OF BANK
FLOW LINE
UPSTREAM VIEW DOWNSTREAM VIEW
ELEVATION A ELEVATION B
INSTALLATION
1.LAY OUT THE LOCATION OF THE CHECK DAM.
2.EXCAVATE A CUTOFF TRENCH INTO THE CHANNEL BOTTOM AND DITCH BANKS, EXTENDING IT A
MINIMUM OF 18 INCHES BEYOND THE TOP OF THE DITCH BANK.
3.INSTALL AND ANCHOR FILTER FABRIC IN THE CHANNEL AND CUTOFF TRENCH.
4.PLACE RIPRAP IN THE CUTOFF TRENCH AND CHANNEL TO THE LINES AND DIMENSIONS SHOWN IN THE
CONSTRUCTION PLANS. THE CENTER OF EACH DAM MUST BE AT LEAST NINE INCHES LOWER THAN THE
UPPERMOST POINTS OF CONTACT BETWEEN THE RIPRAP DAM AND CHANNEL BANKS (SEE ROCK
CHECK DAM WORKSHEET ON PAGE 101).
5.EXTEND THE RIPRAP AT LEAST 18 INCHES BEYOND THE TOP OF THE CHANNEL BANKS TO KEEP
OVERFLOW WATER FROM ERODING AREAS ADJACENT TO THE CHANNEL BANKS BEFORE IT RE-ENTERS
THE CHANNEL.
6.PLACE FILTER MEDIUM (INDOT CA NO. 5 AGGREGATE) ON THE UP-SLOPE SIDE OF THE DAM. PLACE
FILTER MEDIUM OVER THE ENTIRE FACE OF THE DAM UP TO THE BASE OF THE OVERFLOW WEIR
NOTCH.
7.STABILIZE THE CHANNEL ABOVE THE UPPERMOST DAM.
8.INSTALL AN EROSION-RESISTANT LINING IN THE CHANNEL BELOW THE LOWERMOST DAM. THE LINING
SHOULD EXTEND A MINIMUM DISTANCE OF SIX FEET BELOW THE DAM.
9.ADDITIONAL SEDIMENT STORAGE CAN BE PROVIDED BY EXCAVATING A SMALL SEDIMENT TRAP ON THE
UPSTREAM SIDE OF THE CHECK DAM.
MAINTENANCE
- INSPECT WITHIN 24 HOURS OF EACH RAIN EVENT AND AT LEAST ONCE EVERY SEVEN CALENDAR DAYS.
- IF SIGNIFICANT EROSION OCCURS BETWEEN DAMS, INSTALL AN EROSION-RESISTANT LINER IN THAT
PORTION OF THE CHANNEL.
- REMOVE ACCUMULATED SEDIMENT WHEN IT REACHES ONE-HALF THE HEIGHT OF THE DAM TO MAINTAIN
CHANNEL CAPACITY, ALLOW DRAINAGE THROUGH THE DAM, AND PREVENTLARGE FLOW FROM DISPLACING
SEDIMENT.
- ADD RIPRAP AND AGGREGATE AS NEEDED TO MAINTAIN DESIGN HEIGHT AND CROSS SECTION OF THE
DAMS.
- WHEN DAMS ARE NO LONGER NEEDED, REMOVE THE RIPRAP AND AGGREGATE AND STABILIZE THE
CHANNEL, USING AN EROSION-RESISTANT LINING IF NECESSARY. (RIPRAP AND AGGREGATE FROM THE
DAM MAY BE REMOVED OR UTILIZED TO STABILIZE THE CHANNEL.)
FOR SWALES AND DITCHES (NO SCALE)
FLOW
MAX. 2:1 MAX. 2:1
INDOT #5/#8 AGGREGATE
12" LAYER
(UPSTREAM FACE)
CLEAN STONE
FLOW
MAX. 2:1 MAX. 2:1
2 ACRES OR LESS OF DRAINAGE AREA
WATER FLOW
Z=%
RIPRAP
RIPRAP
SUN & SHADE SEED MIXTURE
APPLICATION RATE: 3-4 lb./1,000 sq. ft.
TURF-TYPE PERENNIAL RYEGRASS 34%
FINE FESCUE 33%
SHAMROCK KBG 33%
***Sun & Shade Park Mix forms a durable turf for general use areas. Sun & Shade Park Mix will do well under a
wide range of maintenance levels and can be established in full sun to partially shaded conditions. Sun & Shade
Park Mix will provide turf with a fine texture, good mowing quality, and withstand moderate traffic. Sun & Shade Park
Mix will establish quickly for maximum competition against annual weeds.***
SHADE SEED MIXTURE
APPLICATION RATE: 4-5 lb./1,000 sq. ft.
CHEWINGS FESCUE 30%
CREEPING RED FESCUE 30%
HARD FESCUE 15%
TURF-TYPE PERENNIAL RYEGRASS - 1 VARIETY 15%
KENTUCKY BLUEGRASS 10%
***Shade Mix is formulated to provide a maximum level of tolerance to limited sunlight. The Fine Fescues are
recognized to be the most shade tolerant of the cool-season turf grasses. The premium varieties used in this mix
exhibit improved disease resistance and darker green color. This mix is recommended for areas with 25-65%
reduced sunlight (at least 4 hours per day is recommended) and will also provide good turf in areas of shade to sun
transition. The Perennial Ryegrass and Kentucky Bluegrass increase the traffic and wear tolerance of this mix.***
FINE FESCUE LINKS SEED MIXTURE
APPLICATION RATE: 4-5 lb./1,000 sq. ft.
HARD FESCUE 20%
CREEPING RED FESCUE 40%
CHEWINGS FESCUE 30%
SHEEP FESCUE 10%
***Fine Fescue Links is designed for low maintenance areas such as roughs or native areas on golf courses,
orchards, roadsides and slopes. Fine Fescue Links requires minimal fertilization and is attractive in an un-mowed
state because of its very fine texture and low mature plant height. Mowing is necessary once a year to remove seed
heads. Fine Fescue Links can be grown in sun or shade and has excellent winter hardiness. All varieties used have
dark green color and improved disease resistance as well as endophyte content which aids in stress tolerance and
insect resistance.***
PERMANENT SEEDING NOTES
GRADING
1.GRADE THE SITE TO ACHIEVE PROPOSED GRADES AND POSITIVE DRAINAGE.
ADD TOPSOIL TO ACHIEVE NEEDED DEPTH FOR ESTABLISHMENT OF VEGETATION.
SEEDBED PREPARATION
1.TEST SOIL TO DETERMINE PH AND NUTRIENT LEVELS.
2.APPLY SOIL AMENDMENTS AS RECOMMENDED BY THE SOIL TEST AND WORK INTO THE UPPER TWO TO FOUR INCHES OF SOIL.
IF TESTING IS NOT DONE, APPLY 400 TO 600 POUNDS PER ACRE OF 12-12-12 ANALYSIS FERTILIZER, OR EQUIVALENT.
3.TILL THE SOIL TO OBTAIN A UNIFORM SEEDBED. USE A DISK OR RAKE, OPERATED ACROSS THE SLOPE, TO WORK THE SOIL
AMENDMENTS INTO THE UPPER TWO TO FOUR INCHES OF THE SOIL.
SEEDING
OPTIMUM SEEDING DATES: MARCH 1 TO MAY 10 OR AUGUST 10 TO SEPTEMBER 30
PERMANENT SEEDING DONE BETWEEN MAY 10 TO AUGUST 10 - SHALL BE IRRIGATED. SEEDING OUTSIDE OR BEYOND OPTIMUM
SEEDING DATES IS STILL POSSIBLE WITH THE UNDERSTANDING THAT RESEEDING OR OVERSEEDING SHALL BE REQUIRED IF
ADEQUATE SURFACE COVER IS NOT ACHIEVED. RESEEDING OR OVERSEEDING CAN BE EASILY ACCOMPLISHED IF THE SOIL
SURFACE REMAINS WELL PROTECTED WITH MULCH.
1.APPLY SEED UNIFORMLY WITH A DRILL OR CULTIPACKER SEEDER OR BY BROADCASTING. PLANT OR COVER THE SEED TO A
DEPTH OF ONE-FOURTH TO ONE-HALF INCH. IF DRILLING OR BROADCASTING THE SEED, ENSURE GOOD SEED-TO-SOIL
CONTACT BY FIRMING THE SEEDBED WITH A ROLLER OR CULTIPACKER AFTER COMPLETING SEEDING OPERATIONS. (IF
SEEDING IS DONE WITH A HYDROSEEDER, FERTILIZER AND MULCH CAN BE APPLIED WITH THE SEED IN A SLURRY MIXTURE.)
2.MULCH ALL SEEDED AREAS AND USE APPROPRIATE METHODS TO ANCHOR THE MULCH IN PLACE. USE EROSION CONTROL
BLANKETS ON SLOPING AREAS AND CONVEYANCE CHANNELS
MAINTENANCE
1.INSPECT WITHIN 24 HOURS OF EACH RAIN EVENT AND AT LEAST ONCE EVERY SEVEN CALENDAR DAYS UNTIL THE
VEGETATION IS SUCCESSFULLY ESTABLISHED.
2.CHARACTERISTICS OF A SUCCESSFUL STAND INCLUDE VIGOROUS DARK GREEN OR BLUISHGREEN SEEDLINGS WITH A
UNIFORM VEGETATIVE COVER DENSITY OF 90 PERCENT OR MORE.
3.CHECK FOR EROSION OR MOVEMENT OF MULCH.
4.REPAIR DAMAGED, BARE, GULLIED, OR SPARSELY VEGETATED AREAS AND THEN FERTILIZE, RESEED, AND APPLY AND
ANCHOR MULCH.
5.IF PLANT COVER IS SPARSE OR PATCHY, EVALUATE THE PLANT MATERIALS CHOSEN, SOIL FERTILITY, MOISTURE CONDITION,
AND MULCH APPLICATION; REPAIR AFFECTED AREAS EITHER BY OVERSEEDING OR PREPARING A NEW SEEDBED AND
RESEEDING. APPLY AND ANCHOR MULCH ON THE NEWLY SEEDED AREAS.
6.IF VEGETATION FAILS TO GROW, TEST SOIL TO DETERMINE SOIL PH OR NUTRIENT DEFICIENCY PROBLEMS. (CONTACT YOUR
SOIL AND WATER CONSERVATION DISTRICT OR COOPERATIVE EXTENSION OFFICE FOR ASSISTANCE.)
7.IF ADDITIONAL FERTILIZATION OR SOIL AMENDMENTS ARE NEEDED TO GET A SATISFACTORY STAND, DO SO ACCORDING TO
SOIL TEST RECOMMENDATIONS.
8.ADD FERTILIZER THE FOLLOWING GROWING SEASON. FERTILIZE ACCORDING TO SOIL TEST RECOMMENDATIONS.
9.FERTILIZE TURF AREAS ANNUALLY. APPLY FERTILIZER IN A SPLIT APPLICATION. FOR COOL-SEASON GRASSES, APPLY
ONE-HALF OF THE FERTILIZER IN LATE SPRING AND ONE HALF IN EARLY FALL. FOR WARM-SEASON GRASSES, APPLY
ONE-THIRD IN EARLY SPRING, ONE-THIRD IN LATE SPRING, AND THE REMAINING ONE-THIRD IN MIDDLE SUMMER.
FESCUE LAWN SEED MIX
BOTANICAL NAME COMMON NAME OZ./ACRE
NOTES:
LAWN SEED SHALL BE FRESH, CLEAN, DRY NEW - CROP COMPOSED OF VARIETIES, MIXED
PROPORTIONS, AND TESTED FOR MINIMUM PERCENTAGES OF PURITY AND AS SPECIFIED AS
FOLLOWS:
PERMANENT COVER:
FESTUCA COMMUTATE LONGFELLOW II CHEWINGS FESCUE 25.00%
FESTUCA OVINA SHEEPS FESCUE 25.00%
FESTUCA BREVIPILA CHARIOT HARD FESCUE 13.00%
FESTUCA RUBRA SHORELINE SLENDER CREEPING RED
FESCUE 12.00%
FESTUCA RUBRA SUBSPECIES RUBRA SR 5250 CREEPING RED FESCUE 13.00%
FESTUCA BREVIPILA GOTHAM HARD FESCUE 12.00%
SEEDING RATE FOR MIX:250 LBS/ACRE
12/7/2023
W233008-L100L100LANDSCAPE PLANW233008JLKW233008 07/11/2023FAPFAPMARTIN MARIETTA INC. CARMEL SAND106TH ST & HAZEL DELL PKWY, CARMEL, IN 4603310 9abcd 8 7 6efgh109876
5 4 3 2 Part of Sections 4 & 9, Township 17 North, Range 4 East, Clay Township, Hamilton County, Indiana1 PREPARED FOR:PROJECT NO.
SHEET NO.abcd5 4 3 2
e1
fhAPPROVAL PENDINGNOT FOR CONSTRUCTIONgALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with confidence.SMENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape ArchitecturePROJECT NO.:REVISIONS AND ISSUESDATEBYDWG NAME:DESIGNED BY:DRAWN BY:CHECKED BY:DATE:12/7/2023