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Home My WebLink AboutC501 INITIAL CONTROLS SWPP PLANMICHIGAN RD(HWY 421)98TH ST (50'PUBLIC ROW) CONSTRUCTIONSTAGING AREA(6" COMPACTED #53s)SFSF SF SF SFSFSFCL CL CL 3 TONS OF REVETMENT RIPRAP IP FS SF SF CE TF TF TF TF FS FS CATCH BASIN WITH SUMP, SNOUT F12 AND BIO-SKIRT 3 TONS OF REVETMENT RIPRAP SFSF SF SFSFSF SFSFSFSFSF SFSF SFSFSF SFSF SF SFSFSF SF SF SF SF SFSFSF SF SFPROJECT NO. CHECK: DRAWN: PLAN DATE: DESIGN: STATE OF No. PE10707583 OO14020 Mississinewa Drive Carmel, Indiana 46033 P: 317.324.8695 F: 317.324.8717 www.Fritz-Eng.com PRELI MINA RY NOT FOR CONST R UCTI O N Fritz Engineering Services, LLC REVISIONS AND ISSUES BYDATE CLIENT: PROJECT: PROJECT LOCATION: GENERAL NOTES / LEGEND: SECTION, TOWNSHIP, RANGE: TAKE 5 QUICK LUBE TAKE 5 INDIANA, LLC 10884 GRESHAM PLACE NOBLESVILLE, INDIANA 46060 5/16/2019 1904001 9799 MICHIGAN RD. CARMEL, INDIANA 46032 HAMILTON COUNTY S7, T17N, R3E SHEET NAME SHEET NO. 0 20' 40' SCALE: 1" = 20' N C501 INITIAL CONTROLS SWPP PLAN 1.REV. PER TAC CMNTS 7/17/2019 2. REV. PER CARMEL ENG 10/15/2019 3. REV. PER CARMEL ENG 11/5/2019 AF AF AF AF AF KG "IT'S THE LAW" R Know what's below. Call before you dig. 2 WORKING DAYS BEFORE YOU DIG. PRIOR TO CLEARING AND GRADING AFTER FINISH GRADING AFTER ROUGH GRADING ALONG WITH ROUGH GRADING PRIOR TO CLEARING AND GRADING PRIOR TO CLEARING AND GRADING PRIOR TO CLEARING AND GRADING AFTER EACH INLET IS PLACED AFTER FINISH GRADING AFTER FINISH GRADING AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED AFTER FINISHED GRADING AROUND FINISHED UNITS AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED INSTALLATION SEQUENCEMAINTENANCE N/A N/A N/A UNITS FINISHED AS NEEDED WATER AS NEEDED WATER AS NEEDED WATER AS NEEDED REMOVAL OF SILT FENCE REMOVAL OF INLET PROTECTION REMOVAL OF STRAW BALES SEED, SOD & LANDSCAPE AROUND INLET PROTECTION STRAW BALES EROSION CONTROL MATTING PERMANENT SEEDING TEMPORARY SEEDING TEMPORARY DIVERSIONS STONE ENTRANCE SILT FENCE EXISTING INLET PROTECTION TREE PROTECTION EROSION CONTROL MEASURE WEEKLY, AFTER STORM EVENTS AND AS NEEDED WEEKLY, AFTER STORM EVENTS AND AS NEEDED WEEKLY, AFTER STORM EVENTS AND AS NEEDED WEEKLY, AFTER STORM EVENTS AND AS NEEDED WEEKLY, AFTER STORM EVENTS AND AS NEEDED WEEKLY, AFTER STORM EVENTS AND AS NEEDED WEEKLY, AFTER STORM EVENTS AND AS NEEDED EROSION CONTROL SCHEDULE - SEE CHART FOR MAINTENANCE REQUIREMENTS* * EROSION CONTROL SEQUENCE 1. Contractor shall schedule a Pre-Construction Meetingwith the City of CARMEL Stormwater Management Dept. 317-571-2441 2. The following erosion control measures shall be in place prior to any land disturbing activities: 2.1. Create a stabilized construction entrance 2.2. Install Temporary Inlet Protection Measures on existing storm inlets. 2.3. Install Temporary Silt Fence and/or Silt Sock Protection as shown on approved plans 2.4. Install Temporary Concrete Washout 3. Contractor shall contact the Cityof CARME L for an initial Erosion Control Inspection to obtain full sign off on the Improvement Location Permit prior to earthwork activities. 4. Once land disturbing activities begin, the following practices shall be provided: 4.1. The Trained Individual shall make weekly site inspections and after every rainfall event of 0.5 inches and greater. 4.2. Positive drainage shall be maintained at all times. Contractor shall ensure the downstream drainage system and adjacent properties are not receiving sediment/debris laden runoff. If additional measures are necessary to protect adjacent properties or the downstream drainage system, the Contractor shall notify the Engineer and implement the necessary measures immediately. 4.3. Once earth disturbing activities begin, the adjacent roadways, adjacent drives and parking lots shall be continuously monitored for sediment tracking. If sediment is found, immediate action is required to clean the offsite areas and the current erosion control practices will need to be inspected and modified accordingly to prevent any further sediment from leaving the project site. 4.4. Once the new storm structures/pipes are is in place, the appropriate type of inlet protection measures shall be placed. 4.5. Continued monitoring of all exposed areas shall be performed in order to verify the surrounding areas are not becoming sediment laden from construction activities onsite. 4.6. As the construction occurs, disturbed areas shall be stabilized as soon as they are at finished grade or will be left bare for more than 15 days. 4.7. Provide final grade stabilization upon final grading of all areas including erosion control blanketing, seeding and sodding as appropriate. 4.8. Storm sewers that become silted due to construction activities shall be cleaned with a jet vacuum and the material properly disposed of. 5. Construction Phase BMP's shall remain in place and continue to be inspected until the entire site has reached the minimum vegetative cover, 70% established. 6. Upon the site reaching the required minimum established vegetative cover, the IDEM Rule 5 Notice of Termination shall be submitted to the MS4 Department for approval prior to submitting it to IDEM. THE INDIANA STORM WATER QUALITY MANUAL & HAMILTON COUNTY STANDARDS SHALL BE USED IN CONJUNCTION WITH THIS SET OF EROSION CONTROL PLANS. 1. All erosion control practices shall be in accordance with the IDNR "Indiana Handbook For Erosion Control In Developing Areas: dated October 1992 and the SCS "Field Office Technical Guide. 2. The City Engineer has the right to require additional erosion control measurer in the field as conditions warrant. 3. Copies of the letter of intent and response from HAMILTON COUNTY office for Rule 5 compliance, when required. 4. Any other information reasonably required by the commission or administrator to properly evaluate the plan. 5. There shall be no dirt, debris, or storage of materials in the street. 6. All erosion control materials shall be approved by HAMILTON COUNTY prior to installation. 7. No soil will be removed or disposed of from the grading site. EROSION CONTROL NOTES: TOTAL SITE ARE = 0.66 ACRES DISTURBED AREA = 0.40 ACRES EROSION CONTROL NOTES: 1. All proposed erosion and sediment control shall be in conformance with HAMILTON COUNTY Standards. Discrepancies between the plans and the Manual shall not alleviate the contractor from adhering to the requirements as set forth in the Manual. 2. All erosion control practices shall be in accordance with the "Indiana Storm Water Quality Manual" and the SCS "Field Office Technical Guide". 3. The City Engineer has the right to require additional erosion control measures in the field as conditions warrant. 4. Additional erosion and sediment control measures may be required by the inspector. 5. The storm water quality unit shown on these plans shall be the unit installed during the development of this property. No substitutions shall be permitted. KEY NOTES: IP FLEXSTORM INLET PROTECTION CE CONSTRUCTION ENTRANCE PS PERMANENT SEEDING TS TEMPORARY SEEDING EB EROSION CONTROL BLANKET WITH PERMANENT SEEDING SS SOIL STOCKPILE SF SILT FENCE CL CONSTRUCTION LIMITS CW CONCRETE WASHOUT L LANDSCAPE MATERIAL (FOR POST CONSTR. TREATMENT SEE LANDSCAPE PLAN) BR BIO-RETENTION VEGETATION TF TREE PROTECTION FENCING (REF. L102 FOR DETAILS) FS FILTER SOCK (FILTREXX SILT SOXX OR APPROVED EQUAL) XX SF 1. EROSION CONTROL PLAN MUST BE EXECUTED BEFORE COMMENCING WITH CONSTRUCTION. 2. ALL EROSION CONTROL MATERIAL NEEDS TO BE APPROVED BY THE CITY INSPECTORS PRIOR TO INSTALLATION. CONTRACTOR TO KEEP EXISTING PAVEMENT SURROUNDING THE SITE (MICHIGAN ROAD & 98TH ST.) "BROOM CLEAN" AND FREE OF SOIL OR AGGREGATE THAT MIGHT BE BROUGHT OFF-SITE. DEPENDING ON THE CONSTRUCTION SEASON, MOISTURE CONTENT AND PROPERTIES OF THE SOILS ON SITE, CHEMICAL MODIFICATIONS AND/OR LIME STABILIZATION MAY BE REQUIRED. SEE SHEET C901 FOR SPECIFICATIONS. ALL CONCRETE PIPE JOINTS SHALL BE CONTINUOUS O-RING RUBBER GASKET CONFORMING TO ASTM C 443 GENERAL NOTES EROSION CONTROL NOTES ALL STORMWATER DRAINAGE CASTINGS SHALL BE LABELLED WITH ENVIRONMENTAL MESSAGING "NO DUMPING, DRAINS TO WATERWAY" CAST IN RAISED OR RECESSED LETTERS AT A MIN. 1-INCH HEIGHT. A SYMBOL OF A FISH SHALL ALSO BE CAST WITH THE LETTERS STORM SEWER INLET NOTE ALL STORM SEWER INFRASTRUCTURE TO BE CONSTRUCTED WITH THIS PROJECT SHALL BE PRIVATELY OWNED AND MAINTAINED BY BALDWIN CAPITAL. STORM SEWER SYSTEM NOTE DO NO USE FERTILIZER CONTAINING PHOSPHOROUS (12-12-12) UNLESS SOIL TESTS INDICATE A PHOSPHOROUS DEFICIENCY FERTILIZER NOTE WHERE REQUIRED, CRIMPED/ANCHORED MULCH OR MULCH WITH A TACKING AGENT SHALL BE USED. THE APPLICATION RATE SHOULD MEET GUIDLINES PER PRACTICE 3.15 OF THE INDIANA HANDBOOK FOR EROSION CONTROL IN DEVELOPING AREAS. MULCH NOTE INSTALL TEMPORARY SEEDING AFTER A SPECIFIC STAGE OF CONSTRUCTION HAS BEEN COMPLETED (TEMPORARY OR FINAL) WHERE AREAS WILL BE IDLE OF CONSTRUCTION ACTIVITIES FOR A PERIOD OF 15 DAYS OR MORE. SEEDING NOTE SOIL MAP THE BROOKSTON SERIES CONSISTS OF VERY DEEP, POORLY DRAINED SOILS FORMED IN AS MUCH AS 51 CM (20 INCHES) OF SILTY MATERIAL AND THE UNDERLYING LOAMY TILL IN DEPRESSIONS ON TILL PLAINS AND MORAINES. SLOPE RANGES FROM 0 TO 3 PERCENT.PERMEABILITY IS MODERATE IN THE SUBSOIL AND MODERATELY SLOW IN THE UNDERLYING MATERIAL. SUBJECT SOIL DOES NOT PRESENT ANY FORSEEABLE LIMITATIONS TO THE PROPOSED DEVELOPMENT. THE CROSBY SERIES CONSISTS OF VERY DEEP, SOMEWHAT POORLY DRAINED SOILS THAT ARE MODERATELY DEEP TO DENSE TILL. CROSBY SOILS FORMED IN AS MUCH AS 56 CM (22 INCHES) OF LOESS OR OTHER SILTY MATERIAL AND IN THE UNDERLYING LOAMY TILL. THEY ARE ON TILL PLAINS. SLOPE RANGES FROM 0 TO 6 PERCENT. PERMEABILITY IS MODERATE OR MODERATELY SLOW IN AND ABOVE THE ARGILLIC HORIZON, AND SLOW OR VERY SLOW BELOW THE ARGILLIC HORIZON. SUBJECT SOIL DOES NOT PRESENT ANY FORSEEABLE LIMITATIONS TO THE PROPOSED DEVELOPMENT. 02/19/20