C12 Construction Details (2)
SHEET: 5 OF 12
LOCATION: TWP: SEC: CO:
FILE:
0 75
752 75
753
2
75 0
75 0
74 9
74
750.20 750.20
750.72
000
MAJOR CONTOUR
000
MINOR CONTOUR
000.00 000.00 000.00
SPOT ELEVATION (TOP OF CURB / EDGE OF PAVEMENT)
00.00%
SITE SLOPE W/ DIRECTION OF FLOW
KINGSEED DENTAL OFFICE
8
PROPOSED CONDITIONS
753
SPOT ELEVATION
STORM INLET (SEE DETAIL DS-D04)
750.49 749.82
749.64
749.81
749.57
STORM INLET (SEE DETAIL DS-D05)
750.72 750.49 749.99
749.86 750.57
1.00%
1.00%
EXISTING CONDITIONS STORM SEWER CURB INLET (TYP.)
749.51
STORM SEWER MANHOLE
749.49
753
UTILITY POLE (TYP.)
749.30
FIRE HYDRANT
754
WATER VALVE (TYP.)
753
751
74 8
GRADING PLAN GENERAL NOTES
754
1. 2.
750.49 749.99
3.
749.99
5.
750.20
748.30
750.49 749.99
7.
750.57
749.63
748.29 747.79
748.45 747.95
747.15
748.82
748
743
0.71% 748.82
749.21
1.00%
747.91 747.41
745 9 4 7 744
748.95
749.39 748.91
3.50%
747.28 746.78 747.09
6
74
748.72 748.22
748.81 748.31 748.35
747.72
748
747
D CREEK ROA
747.45 746.95
747.27
748.17
747
746
747.24
3.39% 1.00%
748.73
1.00%
1.00%
748.49 747.99
BY
749
749
747.09
747.04
748
1.00%
750
747.69
749
3.00%
751
748.22
12. 13.
ISSUE/REVISED
749.54
3.39%
749.78 749.28
1.00%
747.63
11.
1.08%
3.39%
749.45
747.81
748.34
749.03
1.00%
748.96 748.46
10.
C/L CLARKS
748.38
748.29
749.45
748.59 747.92
749.73 749.23
750.10 749.60
1.00%
747
3.00%
3.00% 747.87
748.41
1.44%
749.99 749.49
752
747.90 747.40
750.02 749.52
EAST LINE N ORTHW SEC. 36, T-15 EST QUARTER -N, R-1-E
750.49 749.99
748.32
749.60
8. 9.
2.73%
753
750.23 749.73
M.E. M.E.
746 745
REFERENCE: TOWN OF PLAINFIELD STANDARDS, HAVING AN ISSUANCE DATE OF 04/18/2017 ARE HEREBY INCORPORATED AS A PART OF THESE CONSTRUCTION PLANS. WHERE CONFLICTING DETAILS AND/OR SPECIFICATIONS OCCUR WITHIN THESE PLANS, THE TOWN'S PROVISIONS SHALL PREVAIL.
1-24-18
2.00%
1
750.57
747.28
6.
748.40
748.90
743
4.
DATE
750
749
748
747
746
745
748
749.99
ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO THE PHASE OF WORK. IT SHALL ALSO BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES FOR PROPER STAKE LOCATION OF EACH UTILITY. BEFORE WORK IS COMMENCED, THE CONTRACTOR SHALL NOTIFY IN WRITING THE OWNER AND THE ENGINEER OF ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE PLANS. THE SIZE AND LOCATION OF EXISTING UTILITIES SHOWN ARE PER INFORMATION PROVIDED BY THE RESPECTIVE UTILITY COMPANIES AND FIELD SURVEY. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION SHALL CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. REMOVE AND BACKFILL ALL AREAS WHERE ANY FIELD TILE CROSSES THE PROPOSED BUILDING PADS. ALL FIELD TILES INTERCEPTED ARE TO BE PERPETUATED INTO THE PROPOSED STORM SEWER SYSTEM OR POND. THE CONTRACTOR SHALL NOTIFY IN WRITING THE OWNER AND THE ENGINEER IN ANY CIRCUMSTANCES WHERE THIS CANNOT BE ACCOMPLISHED. PROVIDE POSITIVE DRAINAGE IN ALL AREAS. PAVING CONTRACTOR SHALL TEST FOR ANY PONDING CONDITIONS AFTER INSTALLATION AND PROVIDE CORRECTIVE MEASURES IF NECESSARY. PROVIDE SMOOTH TRANSITION FROM NEW AREAS TO EXISTING FEATURES. IN ALL AREAS WHERE PROPOSED ASPHALT PAVEMENT MEETS EXISTING PAVEMENT, THE EXISTING PAVEMENT EDGE SHALL BE PROPERLY SEALED WITH A TACK COAT MATERIAL. THE CONTRACTOR MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT. VERIFY COVER REQUIREMENTS BY UTILITY CONTRACTORS AND/OR UTILITY COMPANIES SO NOT TO CAUSE DAMAGE. ALL AREAS WHERE THE EXISTING PAVEMENT OR PAVEMENTS ARE DAMAGED BY CONSTRUCTION TRAFFIC SHALL BE RESURFACED OR RECONSTRUCTED AT LEAST TO THEIR ORIGINAL CONDITION AFTER THE CONSTRUCTION WORK IS COMPLETED. FILL MATERIAL UNDER PROPOSED BUILDING SHALL BE AS SPECIFIED BY ARCHITECT. CONTRACTOR TO PAY PARTICULAR ATTENTION TO CURB CHAMFER AREAS. SEE DETAIL ON CONSTRUCTION SHEET C-????.
KRUSE
TOP OF CASTING CURB INLET TYPE "B" (STRUCTURE NO. 114 PER PLANS PREPARED BY SCHNEIDER, PROJECT TSC 3495.044) ELEVATION = 750.34
749
750
748.70
9
750.57
MINOR CONTOUR
SITE BENCHMARK DESCRIPTION
748.80
74
750.57
000
NO.
1.44%
FIRST FF = 750.72
750.49 749.99
MAJOR CONTOUR
752
0.25%
PROPOSED KINGSEED DENTAL BUILDING
000
PROJECT:
TRAFFIC SIGNAGE (TYP.)
74 9
752
751
750
749
748
747
746
745
74 3
744
7
749.40
1.00%
749.44
45
GUY WIRE
749.62
CONSULTING Civil Engineers & Land Surveyors 7384 Business Center Drive Avon, Indiana 46123-9531 (317) 272-5508 Fax: (317) 272-2410
749 748.50
GCF
750
75 1
SIGN LOCATION AND A/C UNIT LOCATION
751
S.E. CORNER SR 267 AND STOUT HERITAGE PKWY PLAINFIELD, INDIANA 46168
751
GRADING PLAN
PLAINFIELD GUILFORD 36-15N-1E HENDRICKS
15148
G.C.F.
12/7/2017 DATE:
DRAWN:
STOUT HER ITAG PARKWAY E
SHEET: 7 OF 12
LOCATION: TWP: SEC: CO:
FILE:
0 75
752
750
75
1
75
753
2
749
PROPOSED CONDITIONS
753 000
MAJOR CONTOUR
000
MINOR CONTOUR
P.
S.
75 0
ALL DISTURB ED IMPERVIO US AREAS NOT RECEIVI NG CONTROL MEA OTHER SEDIMENT SUR PERMANENT ES SHALL BE SEEDED
PERMANENT SEEDING SILT FENCE (TYP.)
75 0
74 9
8 74
KINGSEED DENTAL OFFICE
751
STORM INLET (SEE DETAIL DS-D04) STORM INLET (SEE DETAIL DS-D05)
P.
S.
CONCRETE WASHOUT AREA (STANDARD DETAIL SHEET 18 OF 24)
000
MAJOR CONTOUR
000
MINOR CONTOUR
754
P. S.
753
753
1.
754
S.
P.
P.
S.
132 SQ. YDS. HAND LAID RIP-RAP
750
749
748
P.
P.
BASKET CURB INLET PROTECTION (STANDARD DETAIL DS-E01)
744
LIMITS OF PROPOSED RIP-RAP
748
747 132 SQ. YDS. HAND LAID RIP-RAP
745
REFERENCE: TOWN OF PLAINFIELD STANDARDS, HAVING AN ISSUANCE DATE OF 04/18/2017 ARE HEREBY INCORPORATED AS A PART OF THESE CONSTRUCTION PLANS. WHERE CONFLICTING DETAILS AND/OR SPECIFICATIONS OCCUR WITHIN THESE PLANS, THE TOWN'S PROVISIONS SHALL PREVAIL.
GCF
BY
746
SIGN LOCATION AND A/C UNIT LOCATION
745
P. S.
7
6 74
1-24-18
S.
49
LIMITS OF PROPOSED RIP-RAP
P.
746
1
743
S.
S.
P.
747
STRAW BAIL DROP INLET PROTECTION (STANDARD DETAIL DS-E06)
P.
743
ISSUE/REVISED
748
DATE
749
749
NO.
PROPOSED GRAVEL CONSTRUCTION DRIVE
747
20.0'
748
750
749
100.0'
751
EAST LINE N ORTHW SEC. 36, T-15 EST QUARTER -N, R-1-E
S.
752
C/L CLARKS
CREEK ROA
D
753
S.
747
746
745
748
LIMITS OF PROPOSED RIP-RAP
CONSULTING Civil Engineers & Land Surveyors 7384 Business Center Drive Avon, Indiana 46123-9531 (317) 272-5508 Fax: (317) 272-2410
74
8
9
KRUSE
74
749
750
751
752
2. 3.
REFERENCE TOWN OF PLAINFIELD STANDARD DETAILS FOR ADDITIONAL DETAILS AND SPECIFICATIONS. WHERE CONFLICTING DETAILS AND/OR SPECIFICATIONS MAY OCCUR WITHIN THESE PLANS, THE TOWN OF PLAINFIELD'S PROVISIONS SHALL PREVAIL. SEE "TEMPORARY GRAVEL CONSTRUCTION ENTRANCE" DETAIL DS-E07. FOR DETAILS OF SILT FENCE/SEDIMENT FENCE, SEE TOWN DETAIL SHEET 12 OF 20.
PROJECT:
EROSION CONTROL PLAN GENERAL NOTES
74 9
752
751
750
749
748
ALL DISTURBED IMPERVIOUS AREAS 746 NOT RECEIVING OTHER SEDIMENT CONTROL MEASURES SHALL BE 747 PERMANENT SEEDED
745
74 3
744
P. S.
P. S
.
EXISTING CONDITIONS
S.E. CORNER SR 267 AND STOUT HERITAGE PKWY PLAINFIELD, INDIANA 46168
751
EROSION CONTROL PLAN
PLAINFIELD GUILFORD 36-15N-1E HENDRICKS
15148
G.C.F.
12/7/2017 DATE:
DRAWN:
STOUT HER ITAG PARKWAY E
6.
Steep banks and cuts; low maintenance areas (not mowed) 1 Smooth Bromegrass Red Clover 2 Tall Fescue White or Ladino Clover 3 Tall Fescue Red Clover 4 Orchardghrass Red Clover Ladino Clover 5 Crownvetch Tall Fescue
30 lbs 15 lbs 40 lbs 2 lbs 40 lbs 15 lbs 25 lbs 15 lbs 2 lbs 12 lbs 25 lbs
5.5 to 7.5
140 lbs 60 lbs 80 lbs 150 lbs 30 lbs
5.5 to 7.0 5.6 to 7.0
140 lbs 2 lbs 20 lbs 10 lbs 3 lbs 4 lbs 10 lbs 2 lbs 140 lbs 2 lbs 140 lbs 20 lbs 20 lbs
5.6 to 7.0
5.5 to 7.5 5.5 to 7.5 5.6 to 7.0
5.6 to 7.0
Lawns and High Maintenance Areas 1 Bluegrass 2 Perennial Ryegrass (Turf-Type) Bluegrass 3 Tall Fescue (Turf-Type) Bluegrass
5.6 to 7.5
1 Perennial Ryegrass White or Ladino Clover 2 Kentucky Bluegrass Smooth Bromegrass Switchgrass Timothy Perennial Ryegrass White or Ladino Clover 3 Tall Fescue Ladino or White Clover 4 Tall Fescue Perennial Ryegrass Kentucky Bluegrass
5.5 to 7.5
5.5 to 7.5 5.5 to 7.5
a) Contractor shall roughen all disturbed surfaces by bulldozer cleats, disk, tiller, or other methods prior to seeding where vegetation will be established. b) Topsoil shall be added to a depth needed for establishment of vegetation before permanent seeding application.
THE CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY AND ADJUST THE FOLLOWING SEQUENCE OF OPERATION IF NECESSARY, UPON REGULATORY AND OWNER APPROVAL. 2. PRIOR TO ANY EARTH DISTURBING ACTIVITIES, INCLUDING THE INSTALLATION OF SEDIMENT AND EROSION CONTROL MEASURES, A PRE-CONSTRUCTION MEETING WITH THE COUNTY, DEVELOPER, CONTRACTOR, SEDIMENT AND EROSION CONTROL INSTALLER, AND QUALIFIED INDIVIDUAL FOR THE SEDIMENT AND EROSION CONTROL SELF-MONITORING SHALL BE CONDUCTED. THE PRE-CONSTRUCTION MEETING SHALL BE SCHEDULED TO BE CONDUCTED A MINIMUM OF 72 HOURS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION ACTIVITIES. 3. A MINIMUM OF 48 HOURS NOTICE SHALL BE PROVIDED TO THE HENDRICKS COUNTY PLANNING & BUILDING AND CLEANWATER DEPARTMENTS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION ACTIVITIES. 4. MOBILIZE THE SITE. 5. INSTALL TEMPORARY SILT FENCING AND EROSION CONTROL METHODS SHOWN ON THE EROSION CONTROL PLAN. 6. CLEAR AND GRUB AREAS OF BRUSH AND TREES. PROVIDE TEMPORARY SEEDING ON STOCKPILES AND ALL OTHER AREAS OF THE SITE THAT WILL REMAIN UNDISTURBED FOR 15 DAYS OR MORE. TEMPORARY SEEDING SHALL BE IN ACCORDANCE WITH THE INDIANA STORMWATER QUALITY MANUAL OCTOBER 2007. 7. MASS GRADING OF SITE AND SWALES, STABILIZE DISTURBED AREAS. 8. STABILIZE TOPSOIL SALVAGE PILES. 9. INSPECT SOIL EROSION CONTROL MEASURES AND REPLACE IF NECESSARY. 10. REPLACE TOPSOIL IN VEGETATIVE AREAS. 11. REMOVE TEMPORARY SOIL EROSION CONTROL MEASURES AFTER FINAL SOIL STABILIZATION MEASURES AND THE ESTABLISHMENT OF ADEQUATE VEGETATIVE COVER. 12. ALL MAINTENANCE OF THE EROSION CONTROL MEASURES ARE THE RESPONSIBILITY OF THE CONTRACTOR. A LOG OF THE INSPECTION AND CORRECTIVE MEASURES OF DEFICIENCIES SHALL BE ENTERED DAILY.
e) Optimum seeding dates are March 1 through May 10 and August 10 through September 30. Perimeter seeding done between May 10 and August 10 may need to be irrigated. As an alternative, use temporary seeding (Practice 3.11) until the preferred date for permanent seeding. f) Seed shall be applied uniformly with a drill or cultipacker-seeder or by broadcasting, and cover to a depth of 1/4 to 1/2 inch. If drilling or broadcasting, seedbed shall be firmed with a roller or cultipacker. g) All permanently seeded areas shall be mulched and anchored by crimping or tackifying. If seeding is done with a hydroseeder, fertilizer and mulch can be applied with the seed in a slurry mixture.
KRUSE
d) Apply 14 lbs. per 1000 square feet of 12-12-12 fertilizer, or equivalent, or as recommended by soil test. Work fertilizer into soil 2 to 4 inches deep by disking or raking.
1.
h) An oat or wheat companion or nurse crop may be used with any of the permanent seeding mixtures at the following rates: Spring Oats--1/4 to 3/4 bu./acre; Wheat--no more than 1/2 bu./acre. i) Additional seed species and mixtures that are commercially available may be used. Rates and mixtures shall be equivalent to those contained in the above chart. j) If heavy rains occur during grass establishment causing erosion and loss of seed, fertilizer, etc., the affected area shall be reseeded immediately. k) Sparse, bare, or damaged areas shall be refertilized, seeded, and mulched.
Mulching. Mulching Requirements: Material
Rate per 1000 s.f.
Comments
Straw
70 lbs
Should be dry, unchopped, and free of undesirable seeds spread by hand or machine must be crimped or anchored.
Wood Fiber or Cellulose
45 lbs
Apply with hydromulcher and Use with tacking agent
Long Fiber Wood (Excelsior)
25 lbs
Anchor in areas subject to wind
Anchoring Method
Application Method
Mulch Anchoring Tool
Crimp or punch straw into the soil 2-4 inches
Farm Disk
Operate machinery on the contour of the slope
Irrigation Required
Cleating with Bulldozer Tracks
Operate dozer up and down slope, not across, or Else the tracks will form rills
*
Seeding Dates May Be Extended 5 Days If Mulch Applied and Planted Late Summer
Wood Hydromulch Fibers
**
Increase Seeding Rate By 50%
Apply 1-2 tons/acre using a hydromulcher at a Rate of 750 lbs/acre with a tackifying agent. Do not use in areas of concentrated flow.
WHEAT OR RYE OATS
ANNUAL RYE GRASS Permanent Seeding Dates NON-IRRIGATED IRRIGATED*
DORMANT SEEDING**
Seeding Schedule
Notes: If construction activities take place during the months of November through February, use Dormant Seeding practices in place of Temporary and Permanent Seeding Practices.
Installation and Maintenance Requirements: a) Mulch shall cover at least 75% of the soil surface and shall be anchored by one of the methods listed in the previous table. Hay, asphalt emulsion, synthetic tackifiers, synthetic binders, synthetic soil stabilizers, and biodegradable netting are not permitted. b) Mulch shall be inspected after storm events until vegetation is firmly established. If washout, breakage, or erosion occur, the surface shall be repaired, reseeded, mulched, and anchored.
REFERENCE: TOWN OF PLAINFIELD STANDARDS, HAVING AN ISSUANCE DATE OF 04/18/2017 ARE HEREBY INCORPORATED AS A PART OF THESE CONSTRUCTION PLANS. WHERE CONFLICTING DETAILS AND/OR SPECIFICATIONS OCCUR WITHIN THESE PLANS, THE TOWN'S PROVISIONS SHALL PREVAIL.
GCF
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
Temporary Seeding Dates
EROSION CONTROL SPECIFICATIONS
SHEET: 8 OF 12
Installation and Maintenance Requirements:
c) Lime shall be applied to the soil when the pH level is unsuitable for seeding at a rate of 30 lbs. per 1000 square feet or as recommended by soil test.
SOIL EROSION & SEDIMENTATION CONTROL SEQUENCE OF OPERATION
LOCATION: TWP: SEC: CO:
FILE:
5.5 to 7.5
KINGSEED DENTAL OFFICE
IN ADDITION TO ALL NECESSARY MATERIAL & LABOR REQUIRED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ISSUANCE OF THE SOIL EROSION CONTROL PERMIT. GEOTEXTILE SILT FENCE OR SEDIMENT TRAPS SHALL BE PROVIDED AROUND ALL PROPOSED AND EXISTING STRUCTURES, WITHIN THE VICINITY OF THE PROPOSED PROJECT AS NECESSARY TO PREVENT WASH OF SILT INTO THE STORM SEWERS, STORM WATER DRAINAGE COURSES, AND ADJACENT PROPERTIES. THE CONTRACTOR SHALL AVOID UNNECESSARY DISTURBING OR REMOVING OF EXISTING VEGETATED TOPSOIL OR EARTH COVER AS THESE AREAS SERVE AS SEDIMENT CONTROL MEASURES. ALL TEMPORARY SOIL EROSION PROTECTION SHALL REMAIN IN PLACE UNTIL REMOVAL IS REQUIRED FOR FINAL CLEAN-UP AND APPROVAL. THE CONTRACTOR SHALL PROVIDE ROCK CHECK DAMS ACROSS ALL DITCHES, SWALES, AND ROUGH CUT ROADS WHICH EXIT FROM THE SITE TO ELIMINATE SEDIMENT RUNOFF AND PROVIDE SEDIMENT BASINS WITH SILT FENCES AROUND ALL STORM SEWER STRUCTURES DURING CONSTRUCTION. THE CONTRACTOR SHALL GRADE (OR REGRADE) ONLY THOSE AREAS THAT ARE REQUIRED FOR PROPOSED CONSTRUCTION AND PROVIDE GRASS SEED MIXTURES IN ACCORDANCE WITH THE INDIANA STORMWATER QUALITY MANUAL, DATED OCTOBER 2007. SUCH APPLICATION SHALL BE PROVIDED PURSUANT TO RATES AS PRESCRIBED UNDER "LAWNS AND HIGH-MAINTENANCE AREAS" FOR ALL DISTURBED AREAS. CONTRACTOR SHALL APPLY CHEMICAL FERTILIZER OF 12-12-12 AT A RATE OF 300#/ACRE WITH A 6" TOPSOIL BASE. AFTER THE TOPSOIL SURFACE IS INSTALLED, IT SHALL BE RAKED TO FORM A SMOOTH LAWN SURFACE, AND ALL STONES LARGER THAN 1/2" DIA. SHALL BE REMOVED. THE CONTRACTOR SHALL WATER UNTIL GRASS IS ESTABLISHED.
B14. - DURING CONSTRUCTION DAILY MONITORING AND MAINTENANCE OF EROSION CONTROL MEASURES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. A DAILY LOG OF THE INSPECTION AND DEFICIENCIES SHALL BE MAINTAINED ON SITE. UPON COMPLETION OF CONSTRUCTION SUCH RESPONSIBILITY SHALL BE CONVEYED UNTO THE OWNER. B15. - EROSION AND SEDIMENT CONTROL SPECIFICATIONS FOR THIS PROJECT CAN BE FOUND THROUGHOUT THIS SHEET.
PLAINFIELD GUILFORD 36-15N-1E HENDRICKS
15148
G.C.F.
12/7/2017
DRAWN:
DATE:
5.6 to 7.0
S.E. CORNER SR 267 AND STOUT HERITAGE PKWY PLAINFIELD, INDIANA 46168
5.
5.5 to 7.5
CONSULTING Civil Engineers & Land Surveyors 7384 Business Center Drive Avon, Indiana 46123-9531 (317) 272-5508 Fax: (317) 272-2410
4.
5.6 to 7.0
PROJECT:
3.
40 lbs 2 lbs 20 lbs 20 lbs 3 lbs 4 lbs 10 lbs 2 lbs 10 lbs 20 lbs 20 lbs 2 lbs
Channels and areas of concentrated flow
SOIL EROSION & SEDIMENTATION CONTROL NOTES 2.
1 Perennial Ryegrass White or Ladino Clover 2 Kentucky Bluegrass Smooth Bromegrass Switchgrass Timothy Perennial Ryegrass White or Ladino Clover 3 Perennial Ryegrass Tall Fescue 4 Tall Fescue Ladino or White Clover
SIGN LOCATION AND A/C UNIT LOCATION
THE TOWN OF PLAINFIELD CLEAN WATER DEPARTMENT RESERVES THE RIGHT TO REQUIRE ADDITIONAL ONSITE CONTROLS AS DEEMED NECESSARY TO MAINTAIN COMPLIANCE WITH 327 IAC 15-5 (RULE 5) AND THE TOWN'S STORMWATER MANAGEMENT ORDINANCE. ALL EROSION AND SEDIMENT CONTROLS, BEST MANAGEMENT PRACTICES AND POLLUTION PREVENTION MEASURES MUST BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH THE INDIANA STORMWATER QUALITY MANUAL.
Open and disturbed areas remaining idle for more than one year
C1. POTENTIAL POLLUTION SOURCES FROM PROPOSED LAND USE: 1. SEDIMENT IS A POTENTIAL POLLUTANT ASSOCIATED WITH STORMWATER RUNOFF FROM THE DEVELOPMENT SITE. OTHER POTENTIAL POLLUTANTS (I.E. FUEL, OIL, BRAKE DUST, GREASE, ANTIFREEZE, TRANSMISSION FLUIDS, ETC.) ARE RELATED TO PEOPLE AND TRAFFIC THAT SHALL BE ON THE SUBJECT SITE UPON THE CONCLUSION OF CONSTRUCTION ACTIVITIES. C2. SEQUENCE OF CONSTRUCTION AND STORMWATER POLLUTION PLAN: 1. SEEDING AND EROSION CONTROL BLANKETS SHALL BE PLACED UPON ALL AREAS THAT SHALL NOT BE CONSTRUCTED AND MAINTAINED AS AN IMPERVIOUS AREA OR AS OTHERWISE ILLUSTRATED UPON THE "LANDSCAPE PLAN", AS CONTAINED HEREIN. SUCH MEASURES SHALL SERVE, IN PERPETUITY, AS THE PRIMARY MEANS OF SEDIMENT CONTROL. 2. STORM SEWER SHALL BE INSTALLED AS DESCRIBED AND ILLUSTRATED UPON THE ENCLOSED GRADING, UTILITY, AND EROSION CONTROL PLANS. 3. THE CONTRACTOR SHALL BE RESPONSIBLE TO INSPECT AND MAINTAIN STORMWATER POLLUTION MEASURES AS DEFINED IN ITEMS B3-B13, INCLUSIVE, UNTIL SUCH TIME THAT VEGETATION HAS BEEN ESTABLISHED AND CONSTRUCTION ACTIVITY IS COMPLETE TO PREVENT SEDIMENT AND POLLUTANTS FROM EXITING THE SITE. 4. AFTER ACCEPTANCE OF THE PROJECT, FOLLOWING THE ONSITE WALK-THROUGH WITH THE CONTRACTOR, INSPECTION AND MAINTENANCE OF STORMWATER PREVENTION MEASURES SHALL BECOME THE RESPONSIBILITY OF THE OWNER. C3. POST-CONSTRUCTION STORMWATER MEASURES: 1. INCLUDES THE REDUCTION AND/OR ELIMINATION OF SURFACE RUNOFF AND CONTROLLING POTENTIAL POLLUTANT SOURCES BY INSTALLING MEASURES THAT CONTROL STORMWATER DISCHARGES THAT SHALL OCCUR AFTER CONSTRUCTION IS COMPLETED INCLUSIVE OF INFILTRATION OF RUNOFF, NON-HARD SURFACED AREAS RECEIVING PERMANENT SEEDING AND/OR OTHER LANDSCAPING MATERIALS, PLACEMENT OF EROSION CONTROL BLANKETS, ETC.SEEDED AND BLANKETED AREAS HAVE BEEN DESIGNED TO SERVE AS THE POST-CONSTRUCTION BMP AND HAVE AND 80% TSS RATE THAT ALLOWS TREATMENT OF STORMWATER PRIOR TO RELEASE TO THE A. HAYNES 9898 LEGAL DRAIN. C4. DETAILS OF POST CONSTRUCTION STORMWATER QUALITY MEASURES: 1. DETAILS OF THE POST-CONSTRUCTION STORMWATER QUALITY CONTROL MEASURES MAY BE FOUND THROUGHOUT THE PLANS PROVIDED. PLEASE REFERENCE CONSTRUCTION SHEET C5 FOR SITE GRADING DETAILS, AND SHEETS NUMBED C7 AND C18 FOR EROSION CONTROL PLANS AND SPECIFICATIONS, RESPECTIVELY. FURTHER ENHANCING STORMWATER QUALITY MEASURES, POST-CONSTRUCTION, SHALL BE THE IMPLEMENTATION OF THE LANDSCAPING PLAN CONTAINED HEREIN. IMPROVEMENTS, AS CONTAINED HEREIN AND SERVING AS STORMWATER QUALITY CONTROL MEASURES SHALL BE MAINTAINED IN PERPETUITY. C5. MAINTENANCE OF POST-CONSTRUCTION STORMWATER QUALITY CONTROL MEASURES: 1. THE "OPERATION AND MAINTENANCE MANUAL", AS PREPARED BY KRUSE CONSULTING, INC., DEFINES AND DETAILS OPERATIONS AND MAINTENANCE REQUIREMENTS, INSPECTION REQUIREMENTS, AND MAINTENANCE SCHEDULES. 2. COPIES OF THE APPROVED "OPERATION AND MAINTENANCE MANUAL" MAY BE OBTAINED FROM THE OFFICES OF KRUSE CONSULTING, INC. AND/OR THE TOWN OF PLAINFIELD CLEANWATER DEPARTMENT.
1.
Optimum Soil pH
1-24-18
B-13 - MATERIAL HANDLING AND SPILL PREVENTION: MATERIAL HANDLING: 1. THE PROPER MANAGEMENT AND DISPOSAL OF WASTE SHALL BE PRACTICED ON SITE AT ALL TIMES TO REDUCE POLLUTION AND STORMWATER RUNOFF. HAZARDOUS WASTE SHALL ALWAYS BE DISPOSED OF UTILIZING A DESIGNATED HAZARDOUS WASTE MANAGEMENT OR RECYCLING FACILITY. 2. THE CONTRACTOR SHALL DESIGNATE AN ONSITE WASTE COLLECTION AREA THAT DOES NOT RECEIVE A SUBSTANTIAL AMOUNT OF RUNOFF FROM UPLAND AREAS AND DOES NOT DRAIN DIRECTLY INTO A BODY OF WATER. 3. THE CONTRACTOR SHALL MAINTAIN PRODUCTS WITHIN ORIGINAL CONTAINERS WITH LABELS AND MATERIAL SAFETY DATA INFORMATION ATTACHED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE ASSURANCE THAT PRODUCTS AND MATERIALS ARE PROPERLY SEALED TO PREVENT LEAKS AND SPILLS AND STORED WITHIN WEATHER-PROOF SELF-CONTAINED AREAS AWAY FROM HEAT, SPARKS AND FLAMES. 4. A PROGRAM FOR RECYCLING OR DISPOSAL OF MATERIALS, ASSOCIATED WITH OR FROM THE PROJECT SITE, SHALL BE IMPLEMENTED BY THE CONTRACTOR. ALL RECYCLING CONTAINERS SHALL BE CLEARLY LABELED. 5. ALL CONSTRUCTION ACTIVITIES SHALL BE MONITORED AND MAINTAINED BY THE CONTRACTOR. AS EACH SUB-CONTRACTOR MAKES INITIAL MOBILIZATION/ENTRY TO THE SITE FOR THE PERFORMANCE OF DESIGNATED CONSTRUCTION ACTIVITIES, THE CONTRACTOR SHALL CONDUCT, AND DOCUMENT, A MEETING WITH ALL SUB-CONTRACTORS TO ENSURE AWARENESS OF THE POLLUTANT PREVENTION PROGRAM. GUIDELINES FOR THE PROPER HANDLING, STORAGE, AND DISPOSAL OF CONSTRUCTION SITE WASTES SHALL BE POSTED WITHIN CLOSE PROXIMITY OF THE DESIGNATED STORAGE AND USE AREAS, AND WORKERS SHALL BE PROPERLY INSTRUCTED PURSUANT TO SAID GUIDELINES. 6. CONTAINERS AND EQUIPMENT SHALL BE INSPECTED ON A REGULAR BASIS FOR LEAKS, CORROSION, SUPPORT OR FOUNDATION FAILURE, OR ANY OTHER INDICATION OF DETERIORATION. ANY ELEMENTS FOUND TO BE DEFECTIVE SHALL BE REPAIRED OR REPLACED IMMEDIATELY.
STORM WATER POLLUTION PREVENTION PLAN POST CONSTRUCTION COMPONENT (SECTION C)
Rate Per Acre
1
B1. - DUE TO THE NATURE OF THIS PROJECT, POTENTIAL POLLUTANTS INCLUDE BUT ARE NOT LIMITED TO: TRASH, REFUSE, BRAKE DUST, RUBBER FRAGMENTS, OIL, GREASE, ANTIFREEZE, BRAKE FLUID, TRANSMISSION FLUID, CONCRETE WASH-OUT AND VEHICLE FUEL. SEDIMENT IS ANOTHER POTENTIAL POLLUTANT THAT WILL BE ASSOCIATED WITH STORM WATER RUNOFF FROM CONSTRUCTION ACTIVITIES. THE VARIOUS PROPOSED EROSION CONTROL MEASURES WILL FILTER MUCH OF THE SEDIMENT CONTAINED IN STORM WATER RUNOFF. B2. - SEE SOIL EROSION AND SEDIMENTATION CONTROL SEQUENCE OF OPERATION, RIGHT, FOR THE ORDER AND SEQUENCING OF THE IMPLEMENTATION OF THE STORMWATER QUALITY MEASURES. B3. - THE CONTRACTOR SHALL CONSTRUCT AND UTILIZE THE TEMPORARY CONSTRUCTION DRIVE AS ILLUSTRATED ON THE EROSION CONTROL PLAN. THE CONTRACTOR SHALL BE RESPONSIBLE TO KEEP SAID DRIVE STABLE AND MAINTAINED FOR THE INTENDED USE AND TO KEEP ADJACENT ROADWAYS AND OFFSITE AREAS FREE OF SEDIMENT AND SOIL RUNOFF. B4. - TEMPORARY PERIMETER SILT FENCES (SEE PLAINFIELD STANDARD DETAILS SHEET 18 OF 24) OR MULCH SOCKS SHALL BE PLACED AS SHOWN ON THE PLANS, AS RECOMMENDED BY THE MANUFACTURER, THROUGHOUT THE PROJECT SITE AND TO SERVE AS AN EROSION CONTROL PROTECTION MEASURE FOR ANY SHEET FLOW RUNOFF. THE INSTALLATION OF EROSION CONTROL BLANKETS, MULCHED SEEDING AND TRACK WALKING, WHEN APPROPRIATE, SHALL ALSO BE EMPLOYED B5. - EROSION CONTROL BLANKETS SHALL BE INSTALLED AS A MEASURE OF SEDIMENT CONTROL. B6. - ALL SURFACE GRATES OF PROPOSED STRUCTURES SHALL INCLUDE MEASURES TO PREVENT SEDIMENT FROM ENTERING THE PROPOSED DRAINAGE SYSTEM. B7. -THE CONTRACTOR SHALL BE RESPONSIBLE AND TO MONITOR RUNOFF THROUGHOUT THE COURSE OF CONSTRUCTION. ADDITIONAL MEASURES, BEYOND THAT AS ILLUSTRATED HEREIN, MAY BECOME NECESSARY TO CONTROL RUNOFF AND TO ASSURE THAT SEDIMENT DOES NOT EXIT THE JOB SITE. B8. - ALL STORMWATER DISCHARGE LOCATIONS SHALL BE ADEQUATELY PROTECTED FOR THE PURPOSE OF PREVENTING SCOUR EROSION. PLEASE REFERENCE THE EROSION CONTROL PLAN FOR MEASURES TO BE APPLIED AT EACH SPECIFIC LOCATION. B9. - NO GRADE STABILIZATION REQUIRED. B10. - SEE EROSION CONTROL PLAN, SHEET C7, AND SPECIFICATIONS, AS DEFINED HEREIN, FOR DIMENSIONS AND DETAILS OF REQUIRED EROSION CONTROL MEASURES. B11. - UNVEGETATED AREAS THAT ARE SCHEDULED OR LIKELY TO BE LEFT INACTIVE FOR 15 DAYS OR MORE MUST BE TEMPORARILY STABILIZED WITH MEASURES APPROPRIATE FOR THE SEASON TO MINIMIZE EROSION POTENTIAL. B12. - ALL DISTURBED AREAS WITHIN THE CONSTRUCTION LIMITS THAT ARE NOT PAVED SHALL BE PERMANENTLY SEEDED AT COMPLETION OF GRADING AND PAVING PROCEDURES.
Seed Species and Mixture
BY
STORM WATER POLLUTION PREVENTION PLAN CONSTRUCTION COMPONENT (SECTION B)
Permanent Seeding Requirements:
ISSUE/REVISED
A15. THE PROJECT IS LOCATED WITHIN, AND IS SURROUNDED BY, AN URBAN AREA WITH A MIX OF AGRICULTURAL AND COMMERCIAL USES. A16. THE CONSTRUCTION LIMITS ENCOMPASS 0.57 ACRES AND IS DEFINED BY THE PROPOSED IMPROVEMENTS AS ILLUSTRATED HEREIN. A17. THE SITE CONSISTS PRIMARILY OF EXISTING ASPHALT AND GRAVEL WITH SMALL GRASSED AREAS AS ILLUSTRATED ON CONSTRUCTION PLAN SHEET C3. A18. THE SOILS MAP OF THE "SOILS SURVEY OF HENDRICKS COUNTY, INDIANA", AS PREPARED BY THE UNITED STATES DEPARTMENT OF AGRICULTURE, ISSUED NOVEMBER, 1974, DEPICTS THAT THE SITE PRIMARILY CONSISTS OF CROSBY SILT LOAM WHICH IS SOMEWHAT POORLY DRAINED AND NEARLY LEVEL OR GENTLY SLOPING. PERMEABILITY AND RUNOFF ARE SLOW WITH A GENERALLY SEASONALLY HIGH WATER TABLE. A19. THE STORM WATER COLLECTION SYSTEM IS ILLUSTRATED ON SHEET C6. A20. NO OFFSITE IMPROVEMENTS ARE PROPOSED. A21. ANY TOPSOIL OR EXCESS DIRT SHALL BE STOCKPILED AS ILLUSTRATED ON SHEET C7. A22. EXISTING SITE CONDITIONS ARE ILLUSTRATED ON CONSTRUCTION PLAN SHEET C3, ILLUSTRATING THAT THE SITE GENERALLY FLOWS FROM THE NORTH TO THE SOUTH. A23. PROPOSED SITE CONDITIONS ARE ILLUSTRATED ON CONSTRUCTION SHEET C3, C4, AND C5, ILLUSTRATING THAT THE FINAL SITE CONDITIONS SHALL FLOW IN THE SAME GENERAL PATTERN AS NOTED IN "A22".
SPILL PREVENTION: PURPOSE: THE INTENTION OF THE PROVIDED "SPILL PREVENTION, CONTROL, AND COUNTERMEASURES PLAN" (HEREINAFTER “SPCCP”) IS TO ESTABLISH PROCEDURES NECESSARY TO PREVENT THE DISCHARGE OF HAZARDOUS SUBSTANCES IN SUCH QUANTITIES THAT VIOLATE APPLICABLE WATER QUALITY STANDARDS, CAUSE A SHEEN OR DISCOLORATION OF THE SURFACE OF NAVIGABLE WATERS OR ADJOINING SHORELINES, OR CAUSE SLUDGE OR EMULSION TO BE DEPOSITED BENEATH THE SURFACE OF THE WATER OR THE ADJOINING SHORELINES. THE “SPCCP” SHALL ALSO ESTABLISH THE MEANS IN WHICH TO MITIGATE SUCH DISCHARGES. DEFINITIONS: POLLUTANT SHALL BE DEFINED AS OF ANY KIND AND/OR IN ANY FORM, INCLUDING BUT NOT LIMITED TO SEDIMENT, PAINT, CLEANING AGENT, CONCRETE WASHOUT, PESTICIDES, NUTRIENTS, TRASH, HYDRAULIC FLUIDS, FUEL, OIL, PETROLEUM, FUEL OIL, SLUDGE, , OIL REFUSE, AND OILS MIXED WITH WASTES OTHER THAN DREDGED SOIL. DISCHARGE: INCLUDES, BUT NOT LIMITED TO, ANY SPILLING, LEAKING, PUMPING, POURING, EMITTING, EMPTYING, AND/OR DUMPING. NAVIGABLE WATERS: ARE DEFINED AS ALL WATERS OF THE UNITED STATES THAT ARE CONNECTED TO A NAVIGABLE STREAM, LAKE, OR SEA. PREDICTION OF POTENTIAL SPILLS: 1. NEAREST NAVIGABLE WATER: CLARKS CREEK. 2. DRAINAGE SYSTEM: ALL STORMWATER DISCHARGING FROM THE SITE, AS A RESULT OF PROPOSED CONSTRUCTION ACTIVITIES, EXITS THE SITE VIA A MUNICIPAL STORM DRAINAGE SYSTEM. 3. POSSIBLE SPILL SOURCES (DURING AND POST-CONSTRUCTION): VEHICLE SOURCES SUCH AS FUEL AND/OR OIL, BRAKE FLUID, GREASE, ANTI-FREEZE, TRASH AND DEBRIS, FERTILIZERS, AND HOUSEHOLD ITEMS SUCH AS CLEANING AGENTS, CHEMICALS, PAINT, HERBICIDES AND PESTICIDES. 4. GROUNDWATER CONTAMINATION: THE SUBJECT PROPERTY MAINTAINS NO ABOVE OR BELOW GROUND STORAGE TANKS; THEREFORE, THE LIKELIHOOD OF POST CONSTRUCTION GROUND CONTAMINATION IS VERY REMOTE. ALERT PROCEDURES FOR SPILLS: 1. ANY INDIVIDUAL OBSERVING A SPILL SHALL IMMEDIATELY INVESTIGATE SAID SPILL PURSUANT TO THE FOLLOWING PROCEDURE: A. CONTACT “911”. B. NOTIFY APPROPRIATE EMERGENCY PERSONNEL. 2. THE EMERGENCY COORDINATOR SHALL: A. BARRICADE THE AREA ALLOWING NO VEHICLES TO ENTER AND/OR EXIT THE SPILL AREA; AND B. NOTIFY THE INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT, OFFICE OF EMERGENCY RESPONSE, 317-233-7745 (TOLL FREE: 800-233-7745), THE NATIONAL RESPONSE CENTER, 800-424-8802, AND THE PLAINFIELD FIRE TERRITORY, AND PROVIDE THE FOLLOWING: 1.1. TIME OF SPILL OBSERVATION. 1.2. LOCATION OF SPILL. 1.3. IDENTIFY MATERIAL SPILLED 1.4. PROBABLE SOURCE OF THE SPILL. 1.5. PROBABLE TIME OF THE SPILL. 1.6. VOLUME OF THE SPILL AND DURATION. 1.7. PRESENT AND ANTICIPATED MOVEMENT OF THE SPILL. 1.8. WEATHER CONDITIONS. 1.9. PERSONNEL AT THE SCENE. 1.10. ACTION INITIATED BY WHAT PERSONNEL. C. NOTIFY THE TOWN OF PLAINFIELD POLICE DEPARTMENT. D. NOTIFY THE TOWN OF PLAINFIELD FIRE TERRITORY. E. NOTIFY WASTE RECOVERY CONTRACTOR, MAINTENANCE OR OTHER RESPONSIBLE PERSONNEL. F. COORDINATE AND MONITOR CLEANUP UNTIL THE SITUATION HAS BEEN STABILIZED AND ALL SPILLS HAVE BEEN ELIMINATED. CLEANUP PARAMETERS: 1. THE DEVELOPER SHALL BE CONTINUALLY KEPT INFORMED, MAINTAIN LISTS OF QUALIFIED CONTRACTORS AND AVAILABLE VAC-TRUCKS, TANK PUMPERS, AND OTHER EQUIPMENT READILY ACCESSIBLE FOR CLEANUP OPERATIONS. IN ADDITION, A CONTINUALLY UPDATED LIST OF AVAILABLE ABSORBENT MATERIALS AND CLEANUP SUPPLIES SHALL BE KEPT ON SITE. 2. ALL MAINTENANCE PERSONNEL SHALL BE FAMILIAR WITH TECHNIQUES FOR PREVENTION AND CONTAINMENT OF SPILLS AND INFORMED OF THE REQUIREMENTS AND PROCEDURES OUTLINED IN THE “SPCCP”. 3. THE PRIMARY CONCERN IS IN REGARD TO THE ENDANGERMENT OF LIFE. THE DISCHARGE OF THE LIFE-SAVING FUNCTION SHALL BE THE RESPONSIBILITY OF THE LOCAL POLICE AND FIRE DEPARTMENTS. 4. ABSORBENT MATERIALS, UTILIZED IN THE CLEANUP PROCEDURE, SHALL BE DISPOSED PURSUANT TO THE SPECIFICATIONS OF THE INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT. 5. FLUSHING OF SPILL MATERIAL SHALL NOT BE PERMITTED UNLESS AUTHORIZED BY THE INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT. ADDITIONAL STORMWATER POLLUTION MEASURES: VEHICLE AND EQUIPMENT MAINTENANCE: 1. DESCRIPTION AND PURPOSE: PREVENT AND/OR REDUCE THE CONTAMINATION OF STORMWATER RESULTING FROM VEHICLE AND EQUIPMENT MAINTENANCE BY MAINTAINING A DRY AND CLEAN SITE. THE PREFERRED OPTION WOULD BE TO PERFORM MAINTENANCE ACTIVITIES AT AN OFFSITE FACILITY; HOWEVER, IF THIS IS NOT A VIABLE OPTION THEN MAINTENANCE OPERATIONS SHALL BE PERFORMED IN DESIGNATED AREAS ONLY. 2. SUITABLE APPLICATIONS: THE ABOVE STATED PROCEDURES ARE APPROPRIATE ON ALL CONSTRUCTION PROJECTS WHERE AN ONSITE YARD AREA IS NECESSARY FOR THE STORAGE AND MAINTENANCE OF HEAVY EQUIPMENT AND VEHICLES. 3. LIMITATIONS: ONSITE VEHICLE AND EQUIPMENT MAINTENANCE SHALL ONLY BE PERFORMED WHEN IT IS IMPRACTICAL TO TRANSPORT OFFSITE FOR REQUIRED REPAIRS. 4. IMPLEMENTATION: MAINTENANCE OPERATIONS SHALL BE IN DESIGNATED AREAS ONLY AND AWAY FROM DRAINAGE COURSES AND A MINIMUM OF 50 FEET FROM DOWNSTREAM DRAINAGE FACILITIES. DRIP PANS AND ABSORBENT PADS SHALL BE UTILIZED FOR MAINTENANCE THAT INVOLVES FLUIDS. 5. ALL FUELING TRUCKS AND AREAS SHALL BE REQUIRED TO HAVE SPILL PROTECTION DEVICES. 6. USE ABSORBENT MATERIALS ON SMALL SPILLS. REMOVE SUCH MATERIALS AND DISPOSE PROMPTLY AND PROPERLY. 7. INSPECT ONSITE VEHICLES AND EQUIPMENT AT THE COMMENCEMENT OF DAILY CONSTRUCTION ACTIVITIES FOR LEAKS AND REPAIR IMMEDIATELY, IF FOUND. 8. DO NOT PLACE USED OIL IN DUMPSTER OR POUR ONTO THE GROUND SURFACE. 9. DISPOSE OF USED BATTERIES PROPERLY. VEHICLE AND EQUIPMENT FUELING: 1. DESCRIPTION AND PURPOSE: VEHICLE AND EQUIPMENT FUELING PROCEDURES AND PRACTICES ARE INTENDED TO PREVENT SPILLS, LEAKS, AND TO REDUCE OR ELIMINATE THE CONTAMINATION OF STORMWATER. THIS CAN BE ACCOMPLISHED BY UTILIZING OFFSITE FACILITIES, FUELING IN DESIGNATED AREAS ONLY AND ENCLOSING STORED FUEL AREAS. 2. LIMITATIONS: ONSITE VEHICLE AND EQUIPMENT FUELING SHALL ONLY BE PERFORMED WHEN IT IS IMPRACTICAL TO TRANSPORT OFFSITE FOR REFUELING. 3. USE OFFSITE FUELING STATIONS AS MUCH AS POSSIBLE. 4. DISCOURAGE “TOPPING OFF” FUEL TANKS. 5. USE ABSORBENT MATERIALS ON SMALL SPILLS. DO NOT HOSE OR BURY THE SPILL. REMOVE SUCH MATERIALS AND DISPOSE PROMPTLY AND PROPERLY. 6. DESIGNATED FUELING AREAS SHALL BE AWAY FROM DRAINAGE COURSES AND A MINIMUM OF 50 FEET FROM DOWNSTREAM DRAINAGE FACILITIES. 7. PROTECT FUELING AREAS WITH BERMS AND/OR DIKES. 8. NOZZLES UTILIZED FOR FUELING SHALL BE EQUIPPED WITH AUTOMATIC SHUT-OFF DEVICES. 9. FEDERAL, STATE, AND LOCAL MANDATES SHALL BE OBSERVED FOR ALL STATIONARY AND ABOVE GRADE STORAGE TANKS. CONCRETE WASHOUT 1. THE FOLLOWING SHALL REDUCE STORMWATER POLLUTION FROM CONCRETE WASTES: A. REVIEW THE “SPCCP” WITH THE CONCRETE SUPPLIER PRIOR TO INITIAL DELIVERY. B. INCORPORATE CONCRETE WASTE MANAGEMENT INTO SUBCONTRACTOR AGREEMENTS. C. STORE MATERIALS UNDER COVER AWAY FROM DRAINAGE AREAS. D. AVOID MIXING EXCESS AMOUNTS OF FRESH CONCRETE. E. PERFORM WASHOUT OF CONCRETE TRUCKS OFFSITE OR IN DESIGNATED AREAS ONLY. F. DO NOT WASHOUT CONCRETE TRUCKS INTO STORM DRAINS, OPEN DITCHES, STREETS, OR STREAMS. G. ONSITE WASHOUTS: 1. LOCATE AT LEAST 50 FEET FROM STORM DRAINS, OPEN DITCHES, AND STREAMS. 2. DO NOT ALLOW RUNOFF FROM WASHOUTS BY CONSTRUCTING PIT OR BERM AREAS LARGE ENOUGH TO CONTAIN WASTE MATERIALS. LIQUIDS SHALL BE DISPOSED OF IMMEDIATELY. 3. WASH OUT WASTES INTO TEMPORARY PIT WHERE CONCRETE CAN SOLIDIFY, BROKEN, AND DISPOSED OF PROPERLY. 4. DO NOT WASH “SWEEPINGS” FROM EXPOSED AGGREGATE CONCRETE INTO STREETS OR STORM DRAINS. SOLID WASTE MANAGEMENT: 1. DESCRIPTION AND PURPOSE: SOLID WASTE MANAGEMENT PROCEDURES AND PRACTICES ARE INTENDED TO PREVENT AND/OR TO REDUCE THE DISCHARGE OF POLLUTANTS TO STORMWATER FROM SOLID AND/OR CONSTRUCTION WASTE BY PROVIDING DESIGNATED AREAS AND CONTAINERS, SCHEDULING OF REGULAR DISPOSAL, AND INFORMING OF EMPLOYEES AND SUBCONTRACTORS OF THE “SPCCP”. 2. SUITABLE APPLICATIONS: APPLICABLE FOR CONSTRUCTION SITES WHERE THE FOLLOWING ARE GENERATED AND/OR STORED: A. TREES, SHRUBS, AND EXISTING STRUCTURES ARE TO BE REMOVED. B. CONSTRUCTION OF PROPOSED BUILDINGS. C. SCRAP OR SURPLUS BUILDING MATERIALS. D. DOMESTIC WASTES SUCH AS FOOD CONTAINERS, CANS, CIGARETTES, ETC. E. CONSTRUCTION WASTES SUCH AS BRICK, MORTAR, TIMBER, METAL, PIPE AND ELECTRICAL CUTTINGS, ETC. 3. IMPLEMENTATION: A. SELECT DESIGNATED WASTE COLLECTION AREAS. B. INFORM CONTRACTORS THAT ONLY WATERTIGHT DUMPSTER SHALL BE ACCEPTABLE FOR ONSITE USE. C. INSPECT DUMPSTERS FOR LEAKS AND REPAIR IMMEDIATELY, IF FOUND. D. PROVIDE AN ADEQUATE NUMBER OF DUMPSTER WITH LIDS AND/OR COVERS. E. DISPOSE OF MATERIALS AS REQUIRED. DO NOT ALLOW TO OVERFLOW. F. COLLECT SITE TRASH DAILY. G. ASSURE THAT TOXIC WASTES AND CHEMICALS ARE NOT DISPOSED IN DUMPSTERS. H. DO NOT HOSE DUMPSTERS ONSITE. ASSIGN THAT TO THE TRASH HAULING CONTRACTOR. I. IMMEDIATELY CLEAN ANY CONTAINER/DUMPSTER SPILL. J. INCORPORATE SOLID WASTE MANAGEMENT INTO SUBCONTRACTOR AGREEMENTS. K. REMOVAL OF LITTER AND DEBRIS AT DRAINAGE GRATES, DRAINAGE WAYS TRASH RACKS, ETC. SHALL BE A PRIORITY. L. CONSTRUCTION MATERIAL, VISIBLE TO THE PUBLIC, SHALL BE STARED AND AMASSED IN AN ORDERLY MANNER. M. SOLID WASTE STORAGE AREAS SHALL BE IN DESIGNATED AREAS ONLY AND AWAY FROM DRAINAGE COURSES AND A MINIMUM OF 50 FEET FROM DOWNSTREAM DRAINAGE FACILITIES. N. INSPECT CONSTRUCTION WASTE AREAS A MINIMUM OF ONCE PER WEEK.
DATE
A1. THE DRAWING INDEX IS FOUND ON SHEET 1 OF THE PLANS. THE NECESSARY PLAN INDICES ARE FOUND ON EACH PLAN SHEET AS REQUIRED. EROSION CONTROL MEASURES CAN BE FOUND ON SHEET C7 OF THE PLANS. A2. SITE PLAN, CONSTRUCTION SHEET C4, ILLUSTRATES THE LIMITS OF CONSTRUCTION. THE LAYOUT FOR PROPOSED IMPROVEMENTS MAY BE FOUND WITHIN THE ENCLOSED PLAN SHEETS. A3. THE PURPOSE OF THE PROJECT IS TO CONSTRUCT A MEDICAL USE FACILITY CONSISTING OF APPROXIMATELY 3,700 SQUARE FOOT BUILDING AND ANCILLARY IMPROVEMENTS TO SERVE THE INTENDED USE, TO BE LOCATED AT THE SOUTHEAST QUADRANT OF THE INTERSECTION OF STATE ROAD 267 (AKA QUAKER BOULEVARD) AND STOUT HERITAGE PARKWAY, PLAINFIELD, INDIANA 46168 A4. THE PROJECT LOCATION IS SHOWN ON THE INCLUDED PROJECT LOCATION MAP LOCATED ON THE TITLE SHEET C1. A5. THE PROJECT IS LOCATED IN SECTION SEC. 36, T-15 N, R-1-E, SITUATED IN THE TOWN OF PLAINFIELD, HENDRICKS COUNTY, INDIANA. THE LATITUDE AND LONGITUDE OF THE PROJECT ARE 39 DEGREES 42 MINUTES 15 SECONDS NORTH AND 86 DEGREES 22 MINUTES 17 SECONDS WEST, RESPECTIVELY. A6. ALL PROPOSED SITE IMPROVEMENTS ARE SHOWN ON THE ENCLOSED PLAN SHEETS. A7. THE HYDROLOGIC UNIT CODE FOR THE WATERSHED IN WHICH THE PROJECT IS LOCATED IS 05120201150060. A8. IDNR CONSTRUCTION IN A FLOODWAY PERMIT, IDEM SECTION 401 WATER QUALITY CERTIFICATION, AND U.S. ARMY CORPS OF ENGINEERS SECTION 404 PERMITS WILL NOT BE REQUIRED FOR THIS PROPOSED CONSTRUCTION. A9. THE DEVELOPMENT SHEET FLOWS TO OPEN SWALES AND AN ENCLOSED DRAINAGE SYSTEM THAT EVENTUALLY DIRECTS STORMWATER RUNOFF TO THE OPEN DITCH SITUATED WITHIN THE EASTERLY RIGHT-OF-WAY OF STATE ROAD 267 AND ULTIMATELY EXTENDING TO THE CLARKS CREEK AND WHITE LICK CREEK RECEIVING WATERS. A10. NO KNOWN WETLANDS OR DISTURBANCE OF NEARBY WATER COURSES SHALL BE IMMEDIATELY AFFECTED AS A RESULT OF PROPOSED SITE IMPROVEMENTS. A11. THE DEVELOPMENT SHEET FLOWS TO OPEN SWALES AND AN ENCLOSED DRAINAGE SYSTEM THAT EVENTUALLY DIRECTS STORMWATER RUNOFF TO THE OPEN DITCH SITUATED WITHIN THE EASTERLY RIGHT-OF-WAY OF STATE ROAD 267 AND ULTIMATELY EXTENDING TO THE CLARKS CREEK AND WHITE LICK CREEK RECEIVING WATERS. A12. NO SINK HOLES, KARST CONDITIONS OR ABANDONED WELLS ARE KNOWN TO EXIST WITHIN THE PROPERTY. A13. THE SUBJECT PROPERTY IS LOCATED WITHIN THE FLOOD ZONE "X" PER THE FLOOD INSURANCE RATE MAP FOR THE MAP FOR HENDRICKS COUNTY, INDIANA, COMMUNITY-PANEL NUMBER 18063C0278D. A14.
B-13- MATERIAL HANDLING AND SPILL PREVENTION (CONTINUED):
NO.
STORM WATER POLLUTION PREVENTION PLAN CONSTRUCTION PLAN, CHECKLIST
LOCATION: TWP: SEC: CO:
FILE:
0 75
752 75
753
2
75 0
75 0
74 9
74
750.20 750.20
750.72
000
MAJOR CONTOUR
000
MINOR CONTOUR
000.00 000.00 000.00
SPOT ELEVATION (TOP OF CURB / EDGE OF PAVEMENT)
00.00%
SITE SLOPE W/ DIRECTION OF FLOW
KINGSEED DENTAL OFFICE
8
PROPOSED CONDITIONS
753
SPOT ELEVATION
STORM INLET (SEE DETAIL DS-D04)
750.49 749.82
749.64
749.81
749.57
STORM INLET (SEE DETAIL DS-D05)
750.72 750.49 749.99
749.86 750.57
1.00%
1.00%
EXISTING CONDITIONS STORM SEWER CURB INLET (TYP.)
749.51
STORM SEWER MANHOLE
749.49
753
UTILITY POLE (TYP.)
749.30
FIRE HYDRANT
754
WATER VALVE (TYP.)
753
751
74 8
GRADING PLAN GENERAL NOTES
754
1. 2.
750.49 749.99
3.
749.99
5.
750.20
748.30
750.49 749.99
7.
750.57
749.63
748.29 747.79
748.45 747.95
747.15
748.82
748
743
0.71% 748.82
749.21
1.00%
747.91 747.41
745 9 4 7 744
748.95
749.39 748.91
3.50%
747.28 746.78 747.09
6
74
748.72 748.22
748.81 748.31 748.35
747.72
748
747
D CREEK ROA
747.45 746.95
747.27
748.17
747
746
747.24
3.39% 1.00%
748.73
1.00%
1.00%
748.49 747.99
BY
749
749
747.09
747.04
748
1.00%
750
747.69
749
3.00%
751
748.22
12. 13.
ISSUE/REVISED
749.54
3.39%
749.78 749.28
1.00%
747.63
11.
1.08%
3.39%
749.45
747.81
748.34
749.03
1.00%
748.96 748.46
10.
C/L CLARKS
748.38
748.29
749.45
748.59 747.92
749.73 749.23
750.10 749.60
1.00%
747
3.00%
3.00% 747.87
748.41
1.44%
749.99 749.49
752
747.90 747.40
750.02 749.52
EAST LINE N ORTHW SEC. 36, T-15 EST QUARTER -N, R-1-E
750.49 749.99
748.32
749.60
8. 9.
2.73%
753
750.23 749.73
M.E. M.E.
746 745
REFERENCE: TOWN OF PLAINFIELD STANDARDS, HAVING AN ISSUANCE DATE OF 04/18/2017 ARE HEREBY INCORPORATED AS A PART OF THESE CONSTRUCTION PLANS. WHERE CONFLICTING DETAILS AND/OR SPECIFICATIONS OCCUR WITHIN THESE PLANS, THE TOWN'S PROVISIONS SHALL PREVAIL.
1-24-18
2.00%
1
750.57
747.28
6.
748.40
748.90
743
4.
DATE
750
749
748
747
746
745
748
749.99
ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO THE PHASE OF WORK. IT SHALL ALSO BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES FOR PROPER STAKE LOCATION OF EACH UTILITY. BEFORE WORK IS COMMENCED, THE CONTRACTOR SHALL NOTIFY IN WRITING THE OWNER AND THE ENGINEER OF ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE PLANS. THE SIZE AND LOCATION OF EXISTING UTILITIES SHOWN ARE PER INFORMATION PROVIDED BY THE RESPECTIVE UTILITY COMPANIES AND FIELD SURVEY. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION SHALL CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. REMOVE AND BACKFILL ALL AREAS WHERE ANY FIELD TILE CROSSES THE PROPOSED BUILDING PADS. ALL FIELD TILES INTERCEPTED ARE TO BE PERPETUATED INTO THE PROPOSED STORM SEWER SYSTEM OR POND. THE CONTRACTOR SHALL NOTIFY IN WRITING THE OWNER AND THE ENGINEER IN ANY CIRCUMSTANCES WHERE THIS CANNOT BE ACCOMPLISHED. PROVIDE POSITIVE DRAINAGE IN ALL AREAS. PAVING CONTRACTOR SHALL TEST FOR ANY PONDING CONDITIONS AFTER INSTALLATION AND PROVIDE CORRECTIVE MEASURES IF NECESSARY. PROVIDE SMOOTH TRANSITION FROM NEW AREAS TO EXISTING FEATURES. IN ALL AREAS WHERE PROPOSED ASPHALT PAVEMENT MEETS EXISTING PAVEMENT, THE EXISTING PAVEMENT EDGE SHALL BE PROPERLY SEALED WITH A TACK COAT MATERIAL. THE CONTRACTOR MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT. VERIFY COVER REQUIREMENTS BY UTILITY CONTRACTORS AND/OR UTILITY COMPANIES SO NOT TO CAUSE DAMAGE. ALL AREAS WHERE THE EXISTING PAVEMENT OR PAVEMENTS ARE DAMAGED BY CONSTRUCTION TRAFFIC SHALL BE RESURFACED OR RECONSTRUCTED AT LEAST TO THEIR ORIGINAL CONDITION AFTER THE CONSTRUCTION WORK IS COMPLETED. FILL MATERIAL UNDER PROPOSED BUILDING SHALL BE AS SPECIFIED BY ARCHITECT. CONTRACTOR TO PAY PARTICULAR ATTENTION TO CURB CHAMFER AREAS. SEE DETAIL ON CONSTRUCTION SHEET C-????.
KRUSE
TOP OF CASTING CURB INLET TYPE "B" (STRUCTURE NO. 114 PER PLANS PREPARED BY SCHNEIDER, PROJECT TSC 3495.044) ELEVATION = 750.34
749
750
748.70
9
750.57
MINOR CONTOUR
SITE BENCHMARK DESCRIPTION
748.80
74
750.57
000
NO.
1.44%
FIRST FF = 750.72
750.49 749.99
MAJOR CONTOUR
752
0.25%
PROPOSED KINGSEED DENTAL BUILDING
000
PROJECT:
TRAFFIC SIGNAGE (TYP.)
74 9
752
751
750
749
748
747
746
745
74 3
744
7
749.40
1.00%
749.44
45
GUY WIRE
749.62
CONSULTING Civil Engineers & Land Surveyors 7384 Business Center Drive Avon, Indiana 46123-9531 (317) 272-5508 Fax: (317) 272-2410
749 748.50
GCF
750
75 1
SIGN LOCATION AND A/C UNIT LOCATION
751
S.E. CORNER SR 267 AND STOUT HERITAGE PKWY PLAINFIELD, INDIANA 46168
751
GRADING PLAN
PLAINFIELD GUILFORD 36-15N-1E HENDRICKS
15148
G.C.F.
12/7/2017 DATE:
DRAWN:
STOUT HER ITAG PARKWAY E
SHEET: 7 OF 12
LOCATION: TWP: SEC: CO:
FILE:
0 75
752
750
75
1
75
753
2
749
PROPOSED CONDITIONS
753 000
MAJOR CONTOUR
000
MINOR CONTOUR
P.
S.
75 0
ALL DISTURB ED IMPERVIO US AREAS NOT RECEIVI NG CONTROL MEA OTHER SEDIMENT SUR PERMANENT ES SHALL BE SEEDED
PERMANENT SEEDING SILT FENCE (TYP.)
75 0
74 9
8 74
KINGSEED DENTAL OFFICE
751
STORM INLET (SEE DETAIL DS-D04) STORM INLET (SEE DETAIL DS-D05)
P.
S.
CONCRETE WASHOUT AREA (STANDARD DETAIL SHEET 18 OF 24)
000
MAJOR CONTOUR
000
MINOR CONTOUR
754
P. S.
753
753
1.
754
S.
P.
P.
S.
132 SQ. YDS. HAND LAID RIP-RAP
750
749
748
P.
P.
BASKET CURB INLET PROTECTION (STANDARD DETAIL DS-E01)
744
LIMITS OF PROPOSED RIP-RAP
748
747 132 SQ. YDS. HAND LAID RIP-RAP
745
REFERENCE: TOWN OF PLAINFIELD STANDARDS, HAVING AN ISSUANCE DATE OF 04/18/2017 ARE HEREBY INCORPORATED AS A PART OF THESE CONSTRUCTION PLANS. WHERE CONFLICTING DETAILS AND/OR SPECIFICATIONS OCCUR WITHIN THESE PLANS, THE TOWN'S PROVISIONS SHALL PREVAIL.
GCF
BY
746
SIGN LOCATION AND A/C UNIT LOCATION
745
P. S.
7
6 74
1-24-18
S.
49
LIMITS OF PROPOSED RIP-RAP
P.
746
1
743
S.
S.
P.
747
STRAW BAIL DROP INLET PROTECTION (STANDARD DETAIL DS-E06)
P.
743
ISSUE/REVISED
748
DATE
749
749
NO.
PROPOSED GRAVEL CONSTRUCTION DRIVE
747
20.0'
748
750
749
100.0'
751
EAST LINE N ORTHW SEC. 36, T-15 EST QUARTER -N, R-1-E
S.
752
C/L CLARKS
CREEK ROA
D
753
S.
747
746
745
748
LIMITS OF PROPOSED RIP-RAP
CONSULTING Civil Engineers & Land Surveyors 7384 Business Center Drive Avon, Indiana 46123-9531 (317) 272-5508 Fax: (317) 272-2410
74
8
9
KRUSE
74
749
750
751
752
2. 3.
REFERENCE TOWN OF PLAINFIELD STANDARD DETAILS FOR ADDITIONAL DETAILS AND SPECIFICATIONS. WHERE CONFLICTING DETAILS AND/OR SPECIFICATIONS MAY OCCUR WITHIN THESE PLANS, THE TOWN OF PLAINFIELD'S PROVISIONS SHALL PREVAIL. SEE "TEMPORARY GRAVEL CONSTRUCTION ENTRANCE" DETAIL DS-E07. FOR DETAILS OF SILT FENCE/SEDIMENT FENCE, SEE TOWN DETAIL SHEET 12 OF 20.
PROJECT:
EROSION CONTROL PLAN GENERAL NOTES
74 9
752
751
750
749
748
ALL DISTURBED IMPERVIOUS AREAS 746 NOT RECEIVING OTHER SEDIMENT CONTROL MEASURES SHALL BE 747 PERMANENT SEEDED
745
74 3
744
P. S.
P. S
.
EXISTING CONDITIONS
S.E. CORNER SR 267 AND STOUT HERITAGE PKWY PLAINFIELD, INDIANA 46168
751
EROSION CONTROL PLAN
PLAINFIELD GUILFORD 36-15N-1E HENDRICKS
15148
G.C.F.
12/7/2017 DATE:
DRAWN:
STOUT HER ITAG PARKWAY E
6.
Steep banks and cuts; low maintenance areas (not mowed) 1 Smooth Bromegrass Red Clover 2 Tall Fescue White or Ladino Clover 3 Tall Fescue Red Clover 4 Orchardghrass Red Clover Ladino Clover 5 Crownvetch Tall Fescue
30 lbs 15 lbs 40 lbs 2 lbs 40 lbs 15 lbs 25 lbs 15 lbs 2 lbs 12 lbs 25 lbs
5.5 to 7.5
140 lbs 60 lbs 80 lbs 150 lbs 30 lbs
5.5 to 7.0 5.6 to 7.0
140 lbs 2 lbs 20 lbs 10 lbs 3 lbs 4 lbs 10 lbs 2 lbs 140 lbs 2 lbs 140 lbs 20 lbs 20 lbs
5.6 to 7.0
5.5 to 7.5 5.5 to 7.5 5.6 to 7.0
5.6 to 7.0
Lawns and High Maintenance Areas 1 Bluegrass 2 Perennial Ryegrass (Turf-Type) Bluegrass 3 Tall Fescue (Turf-Type) Bluegrass
5.6 to 7.5
1 Perennial Ryegrass White or Ladino Clover 2 Kentucky Bluegrass Smooth Bromegrass Switchgrass Timothy Perennial Ryegrass White or Ladino Clover 3 Tall Fescue Ladino or White Clover 4 Tall Fescue Perennial Ryegrass Kentucky Bluegrass
5.5 to 7.5
5.5 to 7.5 5.5 to 7.5
a) Contractor shall roughen all disturbed surfaces by bulldozer cleats, disk, tiller, or other methods prior to seeding where vegetation will be established. b) Topsoil shall be added to a depth needed for establishment of vegetation before permanent seeding application.
THE CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY AND ADJUST THE FOLLOWING SEQUENCE OF OPERATION IF NECESSARY, UPON REGULATORY AND OWNER APPROVAL. 2. PRIOR TO ANY EARTH DISTURBING ACTIVITIES, INCLUDING THE INSTALLATION OF SEDIMENT AND EROSION CONTROL MEASURES, A PRE-CONSTRUCTION MEETING WITH THE COUNTY, DEVELOPER, CONTRACTOR, SEDIMENT AND EROSION CONTROL INSTALLER, AND QUALIFIED INDIVIDUAL FOR THE SEDIMENT AND EROSION CONTROL SELF-MONITORING SHALL BE CONDUCTED. THE PRE-CONSTRUCTION MEETING SHALL BE SCHEDULED TO BE CONDUCTED A MINIMUM OF 72 HOURS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION ACTIVITIES. 3. A MINIMUM OF 48 HOURS NOTICE SHALL BE PROVIDED TO THE HENDRICKS COUNTY PLANNING & BUILDING AND CLEANWATER DEPARTMENTS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION ACTIVITIES. 4. MOBILIZE THE SITE. 5. INSTALL TEMPORARY SILT FENCING AND EROSION CONTROL METHODS SHOWN ON THE EROSION CONTROL PLAN. 6. CLEAR AND GRUB AREAS OF BRUSH AND TREES. PROVIDE TEMPORARY SEEDING ON STOCKPILES AND ALL OTHER AREAS OF THE SITE THAT WILL REMAIN UNDISTURBED FOR 15 DAYS OR MORE. TEMPORARY SEEDING SHALL BE IN ACCORDANCE WITH THE INDIANA STORMWATER QUALITY MANUAL OCTOBER 2007. 7. MASS GRADING OF SITE AND SWALES, STABILIZE DISTURBED AREAS. 8. STABILIZE TOPSOIL SALVAGE PILES. 9. INSPECT SOIL EROSION CONTROL MEASURES AND REPLACE IF NECESSARY. 10. REPLACE TOPSOIL IN VEGETATIVE AREAS. 11. REMOVE TEMPORARY SOIL EROSION CONTROL MEASURES AFTER FINAL SOIL STABILIZATION MEASURES AND THE ESTABLISHMENT OF ADEQUATE VEGETATIVE COVER. 12. ALL MAINTENANCE OF THE EROSION CONTROL MEASURES ARE THE RESPONSIBILITY OF THE CONTRACTOR. A LOG OF THE INSPECTION AND CORRECTIVE MEASURES OF DEFICIENCIES SHALL BE ENTERED DAILY.
e) Optimum seeding dates are March 1 through May 10 and August 10 through September 30. Perimeter seeding done between May 10 and August 10 may need to be irrigated. As an alternative, use temporary seeding (Practice 3.11) until the preferred date for permanent seeding. f) Seed shall be applied uniformly with a drill or cultipacker-seeder or by broadcasting, and cover to a depth of 1/4 to 1/2 inch. If drilling or broadcasting, seedbed shall be firmed with a roller or cultipacker. g) All permanently seeded areas shall be mulched and anchored by crimping or tackifying. If seeding is done with a hydroseeder, fertilizer and mulch can be applied with the seed in a slurry mixture.
KRUSE
d) Apply 14 lbs. per 1000 square feet of 12-12-12 fertilizer, or equivalent, or as recommended by soil test. Work fertilizer into soil 2 to 4 inches deep by disking or raking.
1.
h) An oat or wheat companion or nurse crop may be used with any of the permanent seeding mixtures at the following rates: Spring Oats--1/4 to 3/4 bu./acre; Wheat--no more than 1/2 bu./acre. i) Additional seed species and mixtures that are commercially available may be used. Rates and mixtures shall be equivalent to those contained in the above chart. j) If heavy rains occur during grass establishment causing erosion and loss of seed, fertilizer, etc., the affected area shall be reseeded immediately. k) Sparse, bare, or damaged areas shall be refertilized, seeded, and mulched.
Mulching. Mulching Requirements: Material
Rate per 1000 s.f.
Comments
Straw
70 lbs
Should be dry, unchopped, and free of undesirable seeds spread by hand or machine must be crimped or anchored.
Wood Fiber or Cellulose
45 lbs
Apply with hydromulcher and Use with tacking agent
Long Fiber Wood (Excelsior)
25 lbs
Anchor in areas subject to wind
Anchoring Method
Application Method
Mulch Anchoring Tool
Crimp or punch straw into the soil 2-4 inches
Farm Disk
Operate machinery on the contour of the slope
Irrigation Required
Cleating with Bulldozer Tracks
Operate dozer up and down slope, not across, or Else the tracks will form rills
*
Seeding Dates May Be Extended 5 Days If Mulch Applied and Planted Late Summer
Wood Hydromulch Fibers
**
Increase Seeding Rate By 50%
Apply 1-2 tons/acre using a hydromulcher at a Rate of 750 lbs/acre with a tackifying agent. Do not use in areas of concentrated flow.
WHEAT OR RYE OATS
ANNUAL RYE GRASS Permanent Seeding Dates NON-IRRIGATED IRRIGATED*
DORMANT SEEDING**
Seeding Schedule
Notes: If construction activities take place during the months of November through February, use Dormant Seeding practices in place of Temporary and Permanent Seeding Practices.
Installation and Maintenance Requirements: a) Mulch shall cover at least 75% of the soil surface and shall be anchored by one of the methods listed in the previous table. Hay, asphalt emulsion, synthetic tackifiers, synthetic binders, synthetic soil stabilizers, and biodegradable netting are not permitted. b) Mulch shall be inspected after storm events until vegetation is firmly established. If washout, breakage, or erosion occur, the surface shall be repaired, reseeded, mulched, and anchored.
REFERENCE: TOWN OF PLAINFIELD STANDARDS, HAVING AN ISSUANCE DATE OF 04/18/2017 ARE HEREBY INCORPORATED AS A PART OF THESE CONSTRUCTION PLANS. WHERE CONFLICTING DETAILS AND/OR SPECIFICATIONS OCCUR WITHIN THESE PLANS, THE TOWN'S PROVISIONS SHALL PREVAIL.
GCF
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
Temporary Seeding Dates
EROSION CONTROL SPECIFICATIONS
SHEET: 8 OF 12
Installation and Maintenance Requirements:
c) Lime shall be applied to the soil when the pH level is unsuitable for seeding at a rate of 30 lbs. per 1000 square feet or as recommended by soil test.
SOIL EROSION & SEDIMENTATION CONTROL SEQUENCE OF OPERATION
LOCATION: TWP: SEC: CO:
FILE:
5.5 to 7.5
KINGSEED DENTAL OFFICE
IN ADDITION TO ALL NECESSARY MATERIAL & LABOR REQUIRED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ISSUANCE OF THE SOIL EROSION CONTROL PERMIT. GEOTEXTILE SILT FENCE OR SEDIMENT TRAPS SHALL BE PROVIDED AROUND ALL PROPOSED AND EXISTING STRUCTURES, WITHIN THE VICINITY OF THE PROPOSED PROJECT AS NECESSARY TO PREVENT WASH OF SILT INTO THE STORM SEWERS, STORM WATER DRAINAGE COURSES, AND ADJACENT PROPERTIES. THE CONTRACTOR SHALL AVOID UNNECESSARY DISTURBING OR REMOVING OF EXISTING VEGETATED TOPSOIL OR EARTH COVER AS THESE AREAS SERVE AS SEDIMENT CONTROL MEASURES. ALL TEMPORARY SOIL EROSION PROTECTION SHALL REMAIN IN PLACE UNTIL REMOVAL IS REQUIRED FOR FINAL CLEAN-UP AND APPROVAL. THE CONTRACTOR SHALL PROVIDE ROCK CHECK DAMS ACROSS ALL DITCHES, SWALES, AND ROUGH CUT ROADS WHICH EXIT FROM THE SITE TO ELIMINATE SEDIMENT RUNOFF AND PROVIDE SEDIMENT BASINS WITH SILT FENCES AROUND ALL STORM SEWER STRUCTURES DURING CONSTRUCTION. THE CONTRACTOR SHALL GRADE (OR REGRADE) ONLY THOSE AREAS THAT ARE REQUIRED FOR PROPOSED CONSTRUCTION AND PROVIDE GRASS SEED MIXTURES IN ACCORDANCE WITH THE INDIANA STORMWATER QUALITY MANUAL, DATED OCTOBER 2007. SUCH APPLICATION SHALL BE PROVIDED PURSUANT TO RATES AS PRESCRIBED UNDER "LAWNS AND HIGH-MAINTENANCE AREAS" FOR ALL DISTURBED AREAS. CONTRACTOR SHALL APPLY CHEMICAL FERTILIZER OF 12-12-12 AT A RATE OF 300#/ACRE WITH A 6" TOPSOIL BASE. AFTER THE TOPSOIL SURFACE IS INSTALLED, IT SHALL BE RAKED TO FORM A SMOOTH LAWN SURFACE, AND ALL STONES LARGER THAN 1/2" DIA. SHALL BE REMOVED. THE CONTRACTOR SHALL WATER UNTIL GRASS IS ESTABLISHED.
B14. - DURING CONSTRUCTION DAILY MONITORING AND MAINTENANCE OF EROSION CONTROL MEASURES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. A DAILY LOG OF THE INSPECTION AND DEFICIENCIES SHALL BE MAINTAINED ON SITE. UPON COMPLETION OF CONSTRUCTION SUCH RESPONSIBILITY SHALL BE CONVEYED UNTO THE OWNER. B15. - EROSION AND SEDIMENT CONTROL SPECIFICATIONS FOR THIS PROJECT CAN BE FOUND THROUGHOUT THIS SHEET.
PLAINFIELD GUILFORD 36-15N-1E HENDRICKS
15148
G.C.F.
12/7/2017
DRAWN:
DATE:
5.6 to 7.0
S.E. CORNER SR 267 AND STOUT HERITAGE PKWY PLAINFIELD, INDIANA 46168
5.
5.5 to 7.5
CONSULTING Civil Engineers & Land Surveyors 7384 Business Center Drive Avon, Indiana 46123-9531 (317) 272-5508 Fax: (317) 272-2410
4.
5.6 to 7.0
PROJECT:
3.
40 lbs 2 lbs 20 lbs 20 lbs 3 lbs 4 lbs 10 lbs 2 lbs 10 lbs 20 lbs 20 lbs 2 lbs
Channels and areas of concentrated flow
SOIL EROSION & SEDIMENTATION CONTROL NOTES 2.
1 Perennial Ryegrass White or Ladino Clover 2 Kentucky Bluegrass Smooth Bromegrass Switchgrass Timothy Perennial Ryegrass White or Ladino Clover 3 Perennial Ryegrass Tall Fescue 4 Tall Fescue Ladino or White Clover
SIGN LOCATION AND A/C UNIT LOCATION
THE TOWN OF PLAINFIELD CLEAN WATER DEPARTMENT RESERVES THE RIGHT TO REQUIRE ADDITIONAL ONSITE CONTROLS AS DEEMED NECESSARY TO MAINTAIN COMPLIANCE WITH 327 IAC 15-5 (RULE 5) AND THE TOWN'S STORMWATER MANAGEMENT ORDINANCE. ALL EROSION AND SEDIMENT CONTROLS, BEST MANAGEMENT PRACTICES AND POLLUTION PREVENTION MEASURES MUST BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH THE INDIANA STORMWATER QUALITY MANUAL.
Open and disturbed areas remaining idle for more than one year
C1. POTENTIAL POLLUTION SOURCES FROM PROPOSED LAND USE: 1. SEDIMENT IS A POTENTIAL POLLUTANT ASSOCIATED WITH STORMWATER RUNOFF FROM THE DEVELOPMENT SITE. OTHER POTENTIAL POLLUTANTS (I.E. FUEL, OIL, BRAKE DUST, GREASE, ANTIFREEZE, TRANSMISSION FLUIDS, ETC.) ARE RELATED TO PEOPLE AND TRAFFIC THAT SHALL BE ON THE SUBJECT SITE UPON THE CONCLUSION OF CONSTRUCTION ACTIVITIES. C2. SEQUENCE OF CONSTRUCTION AND STORMWATER POLLUTION PLAN: 1. SEEDING AND EROSION CONTROL BLANKETS SHALL BE PLACED UPON ALL AREAS THAT SHALL NOT BE CONSTRUCTED AND MAINTAINED AS AN IMPERVIOUS AREA OR AS OTHERWISE ILLUSTRATED UPON THE "LANDSCAPE PLAN", AS CONTAINED HEREIN. SUCH MEASURES SHALL SERVE, IN PERPETUITY, AS THE PRIMARY MEANS OF SEDIMENT CONTROL. 2. STORM SEWER SHALL BE INSTALLED AS DESCRIBED AND ILLUSTRATED UPON THE ENCLOSED GRADING, UTILITY, AND EROSION CONTROL PLANS. 3. THE CONTRACTOR SHALL BE RESPONSIBLE TO INSPECT AND MAINTAIN STORMWATER POLLUTION MEASURES AS DEFINED IN ITEMS B3-B13, INCLUSIVE, UNTIL SUCH TIME THAT VEGETATION HAS BEEN ESTABLISHED AND CONSTRUCTION ACTIVITY IS COMPLETE TO PREVENT SEDIMENT AND POLLUTANTS FROM EXITING THE SITE. 4. AFTER ACCEPTANCE OF THE PROJECT, FOLLOWING THE ONSITE WALK-THROUGH WITH THE CONTRACTOR, INSPECTION AND MAINTENANCE OF STORMWATER PREVENTION MEASURES SHALL BECOME THE RESPONSIBILITY OF THE OWNER. C3. POST-CONSTRUCTION STORMWATER MEASURES: 1. INCLUDES THE REDUCTION AND/OR ELIMINATION OF SURFACE RUNOFF AND CONTROLLING POTENTIAL POLLUTANT SOURCES BY INSTALLING MEASURES THAT CONTROL STORMWATER DISCHARGES THAT SHALL OCCUR AFTER CONSTRUCTION IS COMPLETED INCLUSIVE OF INFILTRATION OF RUNOFF, NON-HARD SURFACED AREAS RECEIVING PERMANENT SEEDING AND/OR OTHER LANDSCAPING MATERIALS, PLACEMENT OF EROSION CONTROL BLANKETS, ETC.SEEDED AND BLANKETED AREAS HAVE BEEN DESIGNED TO SERVE AS THE POST-CONSTRUCTION BMP AND HAVE AND 80% TSS RATE THAT ALLOWS TREATMENT OF STORMWATER PRIOR TO RELEASE TO THE A. HAYNES 9898 LEGAL DRAIN. C4. DETAILS OF POST CONSTRUCTION STORMWATER QUALITY MEASURES: 1. DETAILS OF THE POST-CONSTRUCTION STORMWATER QUALITY CONTROL MEASURES MAY BE FOUND THROUGHOUT THE PLANS PROVIDED. PLEASE REFERENCE CONSTRUCTION SHEET C5 FOR SITE GRADING DETAILS, AND SHEETS NUMBED C7 AND C18 FOR EROSION CONTROL PLANS AND SPECIFICATIONS, RESPECTIVELY. FURTHER ENHANCING STORMWATER QUALITY MEASURES, POST-CONSTRUCTION, SHALL BE THE IMPLEMENTATION OF THE LANDSCAPING PLAN CONTAINED HEREIN. IMPROVEMENTS, AS CONTAINED HEREIN AND SERVING AS STORMWATER QUALITY CONTROL MEASURES SHALL BE MAINTAINED IN PERPETUITY. C5. MAINTENANCE OF POST-CONSTRUCTION STORMWATER QUALITY CONTROL MEASURES: 1. THE "OPERATION AND MAINTENANCE MANUAL", AS PREPARED BY KRUSE CONSULTING, INC., DEFINES AND DETAILS OPERATIONS AND MAINTENANCE REQUIREMENTS, INSPECTION REQUIREMENTS, AND MAINTENANCE SCHEDULES. 2. COPIES OF THE APPROVED "OPERATION AND MAINTENANCE MANUAL" MAY BE OBTAINED FROM THE OFFICES OF KRUSE CONSULTING, INC. AND/OR THE TOWN OF PLAINFIELD CLEANWATER DEPARTMENT.
1.
Optimum Soil pH
1-24-18
B-13 - MATERIAL HANDLING AND SPILL PREVENTION: MATERIAL HANDLING: 1. THE PROPER MANAGEMENT AND DISPOSAL OF WASTE SHALL BE PRACTICED ON SITE AT ALL TIMES TO REDUCE POLLUTION AND STORMWATER RUNOFF. HAZARDOUS WASTE SHALL ALWAYS BE DISPOSED OF UTILIZING A DESIGNATED HAZARDOUS WASTE MANAGEMENT OR RECYCLING FACILITY. 2. THE CONTRACTOR SHALL DESIGNATE AN ONSITE WASTE COLLECTION AREA THAT DOES NOT RECEIVE A SUBSTANTIAL AMOUNT OF RUNOFF FROM UPLAND AREAS AND DOES NOT DRAIN DIRECTLY INTO A BODY OF WATER. 3. THE CONTRACTOR SHALL MAINTAIN PRODUCTS WITHIN ORIGINAL CONTAINERS WITH LABELS AND MATERIAL SAFETY DATA INFORMATION ATTACHED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE ASSURANCE THAT PRODUCTS AND MATERIALS ARE PROPERLY SEALED TO PREVENT LEAKS AND SPILLS AND STORED WITHIN WEATHER-PROOF SELF-CONTAINED AREAS AWAY FROM HEAT, SPARKS AND FLAMES. 4. A PROGRAM FOR RECYCLING OR DISPOSAL OF MATERIALS, ASSOCIATED WITH OR FROM THE PROJECT SITE, SHALL BE IMPLEMENTED BY THE CONTRACTOR. ALL RECYCLING CONTAINERS SHALL BE CLEARLY LABELED. 5. ALL CONSTRUCTION ACTIVITIES SHALL BE MONITORED AND MAINTAINED BY THE CONTRACTOR. AS EACH SUB-CONTRACTOR MAKES INITIAL MOBILIZATION/ENTRY TO THE SITE FOR THE PERFORMANCE OF DESIGNATED CONSTRUCTION ACTIVITIES, THE CONTRACTOR SHALL CONDUCT, AND DOCUMENT, A MEETING WITH ALL SUB-CONTRACTORS TO ENSURE AWARENESS OF THE POLLUTANT PREVENTION PROGRAM. GUIDELINES FOR THE PROPER HANDLING, STORAGE, AND DISPOSAL OF CONSTRUCTION SITE WASTES SHALL BE POSTED WITHIN CLOSE PROXIMITY OF THE DESIGNATED STORAGE AND USE AREAS, AND WORKERS SHALL BE PROPERLY INSTRUCTED PURSUANT TO SAID GUIDELINES. 6. CONTAINERS AND EQUIPMENT SHALL BE INSPECTED ON A REGULAR BASIS FOR LEAKS, CORROSION, SUPPORT OR FOUNDATION FAILURE, OR ANY OTHER INDICATION OF DETERIORATION. ANY ELEMENTS FOUND TO BE DEFECTIVE SHALL BE REPAIRED OR REPLACED IMMEDIATELY.
STORM WATER POLLUTION PREVENTION PLAN POST CONSTRUCTION COMPONENT (SECTION C)
Rate Per Acre
1
B1. - DUE TO THE NATURE OF THIS PROJECT, POTENTIAL POLLUTANTS INCLUDE BUT ARE NOT LIMITED TO: TRASH, REFUSE, BRAKE DUST, RUBBER FRAGMENTS, OIL, GREASE, ANTIFREEZE, BRAKE FLUID, TRANSMISSION FLUID, CONCRETE WASH-OUT AND VEHICLE FUEL. SEDIMENT IS ANOTHER POTENTIAL POLLUTANT THAT WILL BE ASSOCIATED WITH STORM WATER RUNOFF FROM CONSTRUCTION ACTIVITIES. THE VARIOUS PROPOSED EROSION CONTROL MEASURES WILL FILTER MUCH OF THE SEDIMENT CONTAINED IN STORM WATER RUNOFF. B2. - SEE SOIL EROSION AND SEDIMENTATION CONTROL SEQUENCE OF OPERATION, RIGHT, FOR THE ORDER AND SEQUENCING OF THE IMPLEMENTATION OF THE STORMWATER QUALITY MEASURES. B3. - THE CONTRACTOR SHALL CONSTRUCT AND UTILIZE THE TEMPORARY CONSTRUCTION DRIVE AS ILLUSTRATED ON THE EROSION CONTROL PLAN. THE CONTRACTOR SHALL BE RESPONSIBLE TO KEEP SAID DRIVE STABLE AND MAINTAINED FOR THE INTENDED USE AND TO KEEP ADJACENT ROADWAYS AND OFFSITE AREAS FREE OF SEDIMENT AND SOIL RUNOFF. B4. - TEMPORARY PERIMETER SILT FENCES (SEE PLAINFIELD STANDARD DETAILS SHEET 18 OF 24) OR MULCH SOCKS SHALL BE PLACED AS SHOWN ON THE PLANS, AS RECOMMENDED BY THE MANUFACTURER, THROUGHOUT THE PROJECT SITE AND TO SERVE AS AN EROSION CONTROL PROTECTION MEASURE FOR ANY SHEET FLOW RUNOFF. THE INSTALLATION OF EROSION CONTROL BLANKETS, MULCHED SEEDING AND TRACK WALKING, WHEN APPROPRIATE, SHALL ALSO BE EMPLOYED B5. - EROSION CONTROL BLANKETS SHALL BE INSTALLED AS A MEASURE OF SEDIMENT CONTROL. B6. - ALL SURFACE GRATES OF PROPOSED STRUCTURES SHALL INCLUDE MEASURES TO PREVENT SEDIMENT FROM ENTERING THE PROPOSED DRAINAGE SYSTEM. B7. -THE CONTRACTOR SHALL BE RESPONSIBLE AND TO MONITOR RUNOFF THROUGHOUT THE COURSE OF CONSTRUCTION. ADDITIONAL MEASURES, BEYOND THAT AS ILLUSTRATED HEREIN, MAY BECOME NECESSARY TO CONTROL RUNOFF AND TO ASSURE THAT SEDIMENT DOES NOT EXIT THE JOB SITE. B8. - ALL STORMWATER DISCHARGE LOCATIONS SHALL BE ADEQUATELY PROTECTED FOR THE PURPOSE OF PREVENTING SCOUR EROSION. PLEASE REFERENCE THE EROSION CONTROL PLAN FOR MEASURES TO BE APPLIED AT EACH SPECIFIC LOCATION. B9. - NO GRADE STABILIZATION REQUIRED. B10. - SEE EROSION CONTROL PLAN, SHEET C7, AND SPECIFICATIONS, AS DEFINED HEREIN, FOR DIMENSIONS AND DETAILS OF REQUIRED EROSION CONTROL MEASURES. B11. - UNVEGETATED AREAS THAT ARE SCHEDULED OR LIKELY TO BE LEFT INACTIVE FOR 15 DAYS OR MORE MUST BE TEMPORARILY STABILIZED WITH MEASURES APPROPRIATE FOR THE SEASON TO MINIMIZE EROSION POTENTIAL. B12. - ALL DISTURBED AREAS WITHIN THE CONSTRUCTION LIMITS THAT ARE NOT PAVED SHALL BE PERMANENTLY SEEDED AT COMPLETION OF GRADING AND PAVING PROCEDURES.
Seed Species and Mixture
BY
STORM WATER POLLUTION PREVENTION PLAN CONSTRUCTION COMPONENT (SECTION B)
Permanent Seeding Requirements:
ISSUE/REVISED
A15. THE PROJECT IS LOCATED WITHIN, AND IS SURROUNDED BY, AN URBAN AREA WITH A MIX OF AGRICULTURAL AND COMMERCIAL USES. A16. THE CONSTRUCTION LIMITS ENCOMPASS 0.57 ACRES AND IS DEFINED BY THE PROPOSED IMPROVEMENTS AS ILLUSTRATED HEREIN. A17. THE SITE CONSISTS PRIMARILY OF EXISTING ASPHALT AND GRAVEL WITH SMALL GRASSED AREAS AS ILLUSTRATED ON CONSTRUCTION PLAN SHEET C3. A18. THE SOILS MAP OF THE "SOILS SURVEY OF HENDRICKS COUNTY, INDIANA", AS PREPARED BY THE UNITED STATES DEPARTMENT OF AGRICULTURE, ISSUED NOVEMBER, 1974, DEPICTS THAT THE SITE PRIMARILY CONSISTS OF CROSBY SILT LOAM WHICH IS SOMEWHAT POORLY DRAINED AND NEARLY LEVEL OR GENTLY SLOPING. PERMEABILITY AND RUNOFF ARE SLOW WITH A GENERALLY SEASONALLY HIGH WATER TABLE. A19. THE STORM WATER COLLECTION SYSTEM IS ILLUSTRATED ON SHEET C6. A20. NO OFFSITE IMPROVEMENTS ARE PROPOSED. A21. ANY TOPSOIL OR EXCESS DIRT SHALL BE STOCKPILED AS ILLUSTRATED ON SHEET C7. A22. EXISTING SITE CONDITIONS ARE ILLUSTRATED ON CONSTRUCTION PLAN SHEET C3, ILLUSTRATING THAT THE SITE GENERALLY FLOWS FROM THE NORTH TO THE SOUTH. A23. PROPOSED SITE CONDITIONS ARE ILLUSTRATED ON CONSTRUCTION SHEET C3, C4, AND C5, ILLUSTRATING THAT THE FINAL SITE CONDITIONS SHALL FLOW IN THE SAME GENERAL PATTERN AS NOTED IN "A22".
SPILL PREVENTION: PURPOSE: THE INTENTION OF THE PROVIDED "SPILL PREVENTION, CONTROL, AND COUNTERMEASURES PLAN" (HEREINAFTER “SPCCP”) IS TO ESTABLISH PROCEDURES NECESSARY TO PREVENT THE DISCHARGE OF HAZARDOUS SUBSTANCES IN SUCH QUANTITIES THAT VIOLATE APPLICABLE WATER QUALITY STANDARDS, CAUSE A SHEEN OR DISCOLORATION OF THE SURFACE OF NAVIGABLE WATERS OR ADJOINING SHORELINES, OR CAUSE SLUDGE OR EMULSION TO BE DEPOSITED BENEATH THE SURFACE OF THE WATER OR THE ADJOINING SHORELINES. THE “SPCCP” SHALL ALSO ESTABLISH THE MEANS IN WHICH TO MITIGATE SUCH DISCHARGES. DEFINITIONS: POLLUTANT SHALL BE DEFINED AS OF ANY KIND AND/OR IN ANY FORM, INCLUDING BUT NOT LIMITED TO SEDIMENT, PAINT, CLEANING AGENT, CONCRETE WASHOUT, PESTICIDES, NUTRIENTS, TRASH, HYDRAULIC FLUIDS, FUEL, OIL, PETROLEUM, FUEL OIL, SLUDGE, , OIL REFUSE, AND OILS MIXED WITH WASTES OTHER THAN DREDGED SOIL. DISCHARGE: INCLUDES, BUT NOT LIMITED TO, ANY SPILLING, LEAKING, PUMPING, POURING, EMITTING, EMPTYING, AND/OR DUMPING. NAVIGABLE WATERS: ARE DEFINED AS ALL WATERS OF THE UNITED STATES THAT ARE CONNECTED TO A NAVIGABLE STREAM, LAKE, OR SEA. PREDICTION OF POTENTIAL SPILLS: 1. NEAREST NAVIGABLE WATER: CLARKS CREEK. 2. DRAINAGE SYSTEM: ALL STORMWATER DISCHARGING FROM THE SITE, AS A RESULT OF PROPOSED CONSTRUCTION ACTIVITIES, EXITS THE SITE VIA A MUNICIPAL STORM DRAINAGE SYSTEM. 3. POSSIBLE SPILL SOURCES (DURING AND POST-CONSTRUCTION): VEHICLE SOURCES SUCH AS FUEL AND/OR OIL, BRAKE FLUID, GREASE, ANTI-FREEZE, TRASH AND DEBRIS, FERTILIZERS, AND HOUSEHOLD ITEMS SUCH AS CLEANING AGENTS, CHEMICALS, PAINT, HERBICIDES AND PESTICIDES. 4. GROUNDWATER CONTAMINATION: THE SUBJECT PROPERTY MAINTAINS NO ABOVE OR BELOW GROUND STORAGE TANKS; THEREFORE, THE LIKELIHOOD OF POST CONSTRUCTION GROUND CONTAMINATION IS VERY REMOTE. ALERT PROCEDURES FOR SPILLS: 1. ANY INDIVIDUAL OBSERVING A SPILL SHALL IMMEDIATELY INVESTIGATE SAID SPILL PURSUANT TO THE FOLLOWING PROCEDURE: A. CONTACT “911”. B. NOTIFY APPROPRIATE EMERGENCY PERSONNEL. 2. THE EMERGENCY COORDINATOR SHALL: A. BARRICADE THE AREA ALLOWING NO VEHICLES TO ENTER AND/OR EXIT THE SPILL AREA; AND B. NOTIFY THE INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT, OFFICE OF EMERGENCY RESPONSE, 317-233-7745 (TOLL FREE: 800-233-7745), THE NATIONAL RESPONSE CENTER, 800-424-8802, AND THE PLAINFIELD FIRE TERRITORY, AND PROVIDE THE FOLLOWING: 1.1. TIME OF SPILL OBSERVATION. 1.2. LOCATION OF SPILL. 1.3. IDENTIFY MATERIAL SPILLED 1.4. PROBABLE SOURCE OF THE SPILL. 1.5. PROBABLE TIME OF THE SPILL. 1.6. VOLUME OF THE SPILL AND DURATION. 1.7. PRESENT AND ANTICIPATED MOVEMENT OF THE SPILL. 1.8. WEATHER CONDITIONS. 1.9. PERSONNEL AT THE SCENE. 1.10. ACTION INITIATED BY WHAT PERSONNEL. C. NOTIFY THE TOWN OF PLAINFIELD POLICE DEPARTMENT. D. NOTIFY THE TOWN OF PLAINFIELD FIRE TERRITORY. E. NOTIFY WASTE RECOVERY CONTRACTOR, MAINTENANCE OR OTHER RESPONSIBLE PERSONNEL. F. COORDINATE AND MONITOR CLEANUP UNTIL THE SITUATION HAS BEEN STABILIZED AND ALL SPILLS HAVE BEEN ELIMINATED. CLEANUP PARAMETERS: 1. THE DEVELOPER SHALL BE CONTINUALLY KEPT INFORMED, MAINTAIN LISTS OF QUALIFIED CONTRACTORS AND AVAILABLE VAC-TRUCKS, TANK PUMPERS, AND OTHER EQUIPMENT READILY ACCESSIBLE FOR CLEANUP OPERATIONS. IN ADDITION, A CONTINUALLY UPDATED LIST OF AVAILABLE ABSORBENT MATERIALS AND CLEANUP SUPPLIES SHALL BE KEPT ON SITE. 2. ALL MAINTENANCE PERSONNEL SHALL BE FAMILIAR WITH TECHNIQUES FOR PREVENTION AND CONTAINMENT OF SPILLS AND INFORMED OF THE REQUIREMENTS AND PROCEDURES OUTLINED IN THE “SPCCP”. 3. THE PRIMARY CONCERN IS IN REGARD TO THE ENDANGERMENT OF LIFE. THE DISCHARGE OF THE LIFE-SAVING FUNCTION SHALL BE THE RESPONSIBILITY OF THE LOCAL POLICE AND FIRE DEPARTMENTS. 4. ABSORBENT MATERIALS, UTILIZED IN THE CLEANUP PROCEDURE, SHALL BE DISPOSED PURSUANT TO THE SPECIFICATIONS OF THE INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT. 5. FLUSHING OF SPILL MATERIAL SHALL NOT BE PERMITTED UNLESS AUTHORIZED BY THE INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT. ADDITIONAL STORMWATER POLLUTION MEASURES: VEHICLE AND EQUIPMENT MAINTENANCE: 1. DESCRIPTION AND PURPOSE: PREVENT AND/OR REDUCE THE CONTAMINATION OF STORMWATER RESULTING FROM VEHICLE AND EQUIPMENT MAINTENANCE BY MAINTAINING A DRY AND CLEAN SITE. THE PREFERRED OPTION WOULD BE TO PERFORM MAINTENANCE ACTIVITIES AT AN OFFSITE FACILITY; HOWEVER, IF THIS IS NOT A VIABLE OPTION THEN MAINTENANCE OPERATIONS SHALL BE PERFORMED IN DESIGNATED AREAS ONLY. 2. SUITABLE APPLICATIONS: THE ABOVE STATED PROCEDURES ARE APPROPRIATE ON ALL CONSTRUCTION PROJECTS WHERE AN ONSITE YARD AREA IS NECESSARY FOR THE STORAGE AND MAINTENANCE OF HEAVY EQUIPMENT AND VEHICLES. 3. LIMITATIONS: ONSITE VEHICLE AND EQUIPMENT MAINTENANCE SHALL ONLY BE PERFORMED WHEN IT IS IMPRACTICAL TO TRANSPORT OFFSITE FOR REQUIRED REPAIRS. 4. IMPLEMENTATION: MAINTENANCE OPERATIONS SHALL BE IN DESIGNATED AREAS ONLY AND AWAY FROM DRAINAGE COURSES AND A MINIMUM OF 50 FEET FROM DOWNSTREAM DRAINAGE FACILITIES. DRIP PANS AND ABSORBENT PADS SHALL BE UTILIZED FOR MAINTENANCE THAT INVOLVES FLUIDS. 5. ALL FUELING TRUCKS AND AREAS SHALL BE REQUIRED TO HAVE SPILL PROTECTION DEVICES. 6. USE ABSORBENT MATERIALS ON SMALL SPILLS. REMOVE SUCH MATERIALS AND DISPOSE PROMPTLY AND PROPERLY. 7. INSPECT ONSITE VEHICLES AND EQUIPMENT AT THE COMMENCEMENT OF DAILY CONSTRUCTION ACTIVITIES FOR LEAKS AND REPAIR IMMEDIATELY, IF FOUND. 8. DO NOT PLACE USED OIL IN DUMPSTER OR POUR ONTO THE GROUND SURFACE. 9. DISPOSE OF USED BATTERIES PROPERLY. VEHICLE AND EQUIPMENT FUELING: 1. DESCRIPTION AND PURPOSE: VEHICLE AND EQUIPMENT FUELING PROCEDURES AND PRACTICES ARE INTENDED TO PREVENT SPILLS, LEAKS, AND TO REDUCE OR ELIMINATE THE CONTAMINATION OF STORMWATER. THIS CAN BE ACCOMPLISHED BY UTILIZING OFFSITE FACILITIES, FUELING IN DESIGNATED AREAS ONLY AND ENCLOSING STORED FUEL AREAS. 2. LIMITATIONS: ONSITE VEHICLE AND EQUIPMENT FUELING SHALL ONLY BE PERFORMED WHEN IT IS IMPRACTICAL TO TRANSPORT OFFSITE FOR REFUELING. 3. USE OFFSITE FUELING STATIONS AS MUCH AS POSSIBLE. 4. DISCOURAGE “TOPPING OFF” FUEL TANKS. 5. USE ABSORBENT MATERIALS ON SMALL SPILLS. DO NOT HOSE OR BURY THE SPILL. REMOVE SUCH MATERIALS AND DISPOSE PROMPTLY AND PROPERLY. 6. DESIGNATED FUELING AREAS SHALL BE AWAY FROM DRAINAGE COURSES AND A MINIMUM OF 50 FEET FROM DOWNSTREAM DRAINAGE FACILITIES. 7. PROTECT FUELING AREAS WITH BERMS AND/OR DIKES. 8. NOZZLES UTILIZED FOR FUELING SHALL BE EQUIPPED WITH AUTOMATIC SHUT-OFF DEVICES. 9. FEDERAL, STATE, AND LOCAL MANDATES SHALL BE OBSERVED FOR ALL STATIONARY AND ABOVE GRADE STORAGE TANKS. CONCRETE WASHOUT 1. THE FOLLOWING SHALL REDUCE STORMWATER POLLUTION FROM CONCRETE WASTES: A. REVIEW THE “SPCCP” WITH THE CONCRETE SUPPLIER PRIOR TO INITIAL DELIVERY. B. INCORPORATE CONCRETE WASTE MANAGEMENT INTO SUBCONTRACTOR AGREEMENTS. C. STORE MATERIALS UNDER COVER AWAY FROM DRAINAGE AREAS. D. AVOID MIXING EXCESS AMOUNTS OF FRESH CONCRETE. E. PERFORM WASHOUT OF CONCRETE TRUCKS OFFSITE OR IN DESIGNATED AREAS ONLY. F. DO NOT WASHOUT CONCRETE TRUCKS INTO STORM DRAINS, OPEN DITCHES, STREETS, OR STREAMS. G. ONSITE WASHOUTS: 1. LOCATE AT LEAST 50 FEET FROM STORM DRAINS, OPEN DITCHES, AND STREAMS. 2. DO NOT ALLOW RUNOFF FROM WASHOUTS BY CONSTRUCTING PIT OR BERM AREAS LARGE ENOUGH TO CONTAIN WASTE MATERIALS. LIQUIDS SHALL BE DISPOSED OF IMMEDIATELY. 3. WASH OUT WASTES INTO TEMPORARY PIT WHERE CONCRETE CAN SOLIDIFY, BROKEN, AND DISPOSED OF PROPERLY. 4. DO NOT WASH “SWEEPINGS” FROM EXPOSED AGGREGATE CONCRETE INTO STREETS OR STORM DRAINS. SOLID WASTE MANAGEMENT: 1. DESCRIPTION AND PURPOSE: SOLID WASTE MANAGEMENT PROCEDURES AND PRACTICES ARE INTENDED TO PREVENT AND/OR TO REDUCE THE DISCHARGE OF POLLUTANTS TO STORMWATER FROM SOLID AND/OR CONSTRUCTION WASTE BY PROVIDING DESIGNATED AREAS AND CONTAINERS, SCHEDULING OF REGULAR DISPOSAL, AND INFORMING OF EMPLOYEES AND SUBCONTRACTORS OF THE “SPCCP”. 2. SUITABLE APPLICATIONS: APPLICABLE FOR CONSTRUCTION SITES WHERE THE FOLLOWING ARE GENERATED AND/OR STORED: A. TREES, SHRUBS, AND EXISTING STRUCTURES ARE TO BE REMOVED. B. CONSTRUCTION OF PROPOSED BUILDINGS. C. SCRAP OR SURPLUS BUILDING MATERIALS. D. DOMESTIC WASTES SUCH AS FOOD CONTAINERS, CANS, CIGARETTES, ETC. E. CONSTRUCTION WASTES SUCH AS BRICK, MORTAR, TIMBER, METAL, PIPE AND ELECTRICAL CUTTINGS, ETC. 3. IMPLEMENTATION: A. SELECT DESIGNATED WASTE COLLECTION AREAS. B. INFORM CONTRACTORS THAT ONLY WATERTIGHT DUMPSTER SHALL BE ACCEPTABLE FOR ONSITE USE. C. INSPECT DUMPSTERS FOR LEAKS AND REPAIR IMMEDIATELY, IF FOUND. D. PROVIDE AN ADEQUATE NUMBER OF DUMPSTER WITH LIDS AND/OR COVERS. E. DISPOSE OF MATERIALS AS REQUIRED. DO NOT ALLOW TO OVERFLOW. F. COLLECT SITE TRASH DAILY. G. ASSURE THAT TOXIC WASTES AND CHEMICALS ARE NOT DISPOSED IN DUMPSTERS. H. DO NOT HOSE DUMPSTERS ONSITE. ASSIGN THAT TO THE TRASH HAULING CONTRACTOR. I. IMMEDIATELY CLEAN ANY CONTAINER/DUMPSTER SPILL. J. INCORPORATE SOLID WASTE MANAGEMENT INTO SUBCONTRACTOR AGREEMENTS. K. REMOVAL OF LITTER AND DEBRIS AT DRAINAGE GRATES, DRAINAGE WAYS TRASH RACKS, ETC. SHALL BE A PRIORITY. L. CONSTRUCTION MATERIAL, VISIBLE TO THE PUBLIC, SHALL BE STARED AND AMASSED IN AN ORDERLY MANNER. M. SOLID WASTE STORAGE AREAS SHALL BE IN DESIGNATED AREAS ONLY AND AWAY FROM DRAINAGE COURSES AND A MINIMUM OF 50 FEET FROM DOWNSTREAM DRAINAGE FACILITIES. N. INSPECT CONSTRUCTION WASTE AREAS A MINIMUM OF ONCE PER WEEK.
DATE
A1. THE DRAWING INDEX IS FOUND ON SHEET 1 OF THE PLANS. THE NECESSARY PLAN INDICES ARE FOUND ON EACH PLAN SHEET AS REQUIRED. EROSION CONTROL MEASURES CAN BE FOUND ON SHEET C7 OF THE PLANS. A2. SITE PLAN, CONSTRUCTION SHEET C4, ILLUSTRATES THE LIMITS OF CONSTRUCTION. THE LAYOUT FOR PROPOSED IMPROVEMENTS MAY BE FOUND WITHIN THE ENCLOSED PLAN SHEETS. A3. THE PURPOSE OF THE PROJECT IS TO CONSTRUCT A MEDICAL USE FACILITY CONSISTING OF APPROXIMATELY 3,700 SQUARE FOOT BUILDING AND ANCILLARY IMPROVEMENTS TO SERVE THE INTENDED USE, TO BE LOCATED AT THE SOUTHEAST QUADRANT OF THE INTERSECTION OF STATE ROAD 267 (AKA QUAKER BOULEVARD) AND STOUT HERITAGE PARKWAY, PLAINFIELD, INDIANA 46168 A4. THE PROJECT LOCATION IS SHOWN ON THE INCLUDED PROJECT LOCATION MAP LOCATED ON THE TITLE SHEET C1. A5. THE PROJECT IS LOCATED IN SECTION SEC. 36, T-15 N, R-1-E, SITUATED IN THE TOWN OF PLAINFIELD, HENDRICKS COUNTY, INDIANA. THE LATITUDE AND LONGITUDE OF THE PROJECT ARE 39 DEGREES 42 MINUTES 15 SECONDS NORTH AND 86 DEGREES 22 MINUTES 17 SECONDS WEST, RESPECTIVELY. A6. ALL PROPOSED SITE IMPROVEMENTS ARE SHOWN ON THE ENCLOSED PLAN SHEETS. A7. THE HYDROLOGIC UNIT CODE FOR THE WATERSHED IN WHICH THE PROJECT IS LOCATED IS 05120201150060. A8. IDNR CONSTRUCTION IN A FLOODWAY PERMIT, IDEM SECTION 401 WATER QUALITY CERTIFICATION, AND U.S. ARMY CORPS OF ENGINEERS SECTION 404 PERMITS WILL NOT BE REQUIRED FOR THIS PROPOSED CONSTRUCTION. A9. THE DEVELOPMENT SHEET FLOWS TO OPEN SWALES AND AN ENCLOSED DRAINAGE SYSTEM THAT EVENTUALLY DIRECTS STORMWATER RUNOFF TO THE OPEN DITCH SITUATED WITHIN THE EASTERLY RIGHT-OF-WAY OF STATE ROAD 267 AND ULTIMATELY EXTENDING TO THE CLARKS CREEK AND WHITE LICK CREEK RECEIVING WATERS. A10. NO KNOWN WETLANDS OR DISTURBANCE OF NEARBY WATER COURSES SHALL BE IMMEDIATELY AFFECTED AS A RESULT OF PROPOSED SITE IMPROVEMENTS. A11. THE DEVELOPMENT SHEET FLOWS TO OPEN SWALES AND AN ENCLOSED DRAINAGE SYSTEM THAT EVENTUALLY DIRECTS STORMWATER RUNOFF TO THE OPEN DITCH SITUATED WITHIN THE EASTERLY RIGHT-OF-WAY OF STATE ROAD 267 AND ULTIMATELY EXTENDING TO THE CLARKS CREEK AND WHITE LICK CREEK RECEIVING WATERS. A12. NO SINK HOLES, KARST CONDITIONS OR ABANDONED WELLS ARE KNOWN TO EXIST WITHIN THE PROPERTY. A13. THE SUBJECT PROPERTY IS LOCATED WITHIN THE FLOOD ZONE "X" PER THE FLOOD INSURANCE RATE MAP FOR THE MAP FOR HENDRICKS COUNTY, INDIANA, COMMUNITY-PANEL NUMBER 18063C0278D. A14.
B-13- MATERIAL HANDLING AND SPILL PREVENTION (CONTINUED):
NO.
STORM WATER POLLUTION PREVENTION PLAN CONSTRUCTION PLAN, CHECKLIST
