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HomeMy WebLinkAboutSW5220101_Plansheet - Other_20220124 SL2111017-Rev2.AGI DRWG. NO. NOTES: 1. THE FOOTCANDLE LEVELS AS SHOWN ARE BASED ON THE FOLLOWING CRITERIA. ANY SUBSTITUTIONS IN SPECIFIED FIXTURES OR CHANGES TO LAYOUT WILL AFFECT LIGHTING LEVELS SHOWN AND WILL NOT BE THE RESPONSIBILITY OF SECURITY LIGHTING. 10 2. DISTANCE BETWEEN READINGS ___________ Mounting Height=21ft (18' Pole + 3' Base) Monting Height=8ft & 10ft (Wall, As Shown) Tilt=0 Light Fixtures Are Full Cutoff Calculation Grids Are At Grade 2100 Golf Road, Suite 460, Rolling Meadows, IL 60008 1. THIS LIGHTING DESIGN IS BASED ON INFORMATION SUPPLIED BY OTHERS TO 1-800-544-4848 SECURITY LIGHTING SYSTEMS. SITE DETAILS PROVIDED HEREON ARE REPRODUCED UNLESS OTHERWISE SPECIFIED, ALL DIMENSIONS ARE IN INCHES ONLY AS A VISUALIZATION AID. FIELD DEVIATIONS MAY SIGNIFICANTLY AFFECT SCALEDATE PREDICTED PERFORMANCE. PRIOR TO INSTALLATION, CRITICAL SITE INFORMATION 1/13/2022 1" = 20' 0" (POLE LOCATIONS, ORIENTATION, MOUNTING HEIGHT, ETC.) SHOULD BE COORDINATED WITH THE CONTRACTOR AND/OR SPECIFIER RESPONSIBLE FOR THE DRAWN BY BV PROJECT. 2. LUMINAIRE DATA IS TESTED TO INDUSTRY STANDARDS UNDER LABORATORY POINT-BY-POINT FOOTCANDLE PLOT FOR: CONDITIONS. OPERATING VOLTAGE AND NORMAL MANUFACTURING TOLERANCES OF LAMP, BALLAST, AND LUMINAIRE MAY AFFECT FIELD RESULTS. HARDEE'S RESTAURANT 3. CONFORMANCE TO FACILITY CODE AND OTHER LOCAL REQUIREMENTS IS THE SW CORNER OF WARREN AVE & MAIN ST RESPONSIBILITY OF THE OWNER AND/OR THE OWNER'S REPRESENTATIVE. BUNN, NC 4. THIS LAYOUT MAY NOT MEET TITLE 24 OR LOCAL ENERGY REQUIREMENTS. IF THIS LAYOUT NEEDS TO BE COMPLIANT WITH TITLE 24 OR OTHER ENERGY DRAWING NUMBER REQUIREMENTS, PLEASE CONSULT FACTORY WITH SPECIFIC DETAILS REGARDING PROJECT REQUIREMENTS SO THAT REVISIONS MAY BE MADE TO THE DRAWING. SL2111017-Rev2.AGI GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH EQUIPMENT AND VEHICLE MAINTENANCE THE NCG01 CONSTRUCTION GENERAL PERMIT 1.Maintain vehicles and equipment to prevent discharge of fluids. Implementing the details and specifications on this plan sheet will result in the construction 2.Provide drip pans under any stored equipment. activity being considered compliant with the Ground Stabilization and Materials Handling 3.Identify leaks and repair as soon as feasible, or remove leaking equipment from the sections of the NCG01 Construction General Permit (Sections E and F, respectively). The project. permittee shall comply with the Erosion and Sediment Control plan approved by the 4.Collect all spent fluids, store in separate containers and properly dispose as delegated authority having jurisdiction. All details and specifications shown on this sheet hazardous waste (recycle when possible). may not apply depending on site conditions and the delegated authority having jurisdiction. 5.Remove leaking vehicles and construction equipment from service until the problem has been corrected. SECTION E: GROUND STABILIZATION 6.Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum products Required Ground Stabilization Timeframes to a recycling or disposal center that handles these materials. Stabilize within this many calendar Timeframe variations Site Area Description days after ceasing LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE land disturbance 1.Never bury or burn waste. Place litter and debris in approved waste containers. (a)Perimeter dikes, 2.Provide a sufficient number and size of waste containers (e.g dumpster, trash CONCRETE WASHOUTS swales, ditches, andNone 7 receptacle) on site to contain construction and domestic wastes. 1.Do not discharge concrete or cement slurry from the site. perimeter slopes 3.Locate waste containers at least 50 feet away from storm drain inlets and surface 2.Dispose of, or recycle settled, hardened concrete residue in accordance with local waters unless no other alternatives are reasonably available. (b)High Quality Water and state solid waste regulations and at an approved facility. None 7 4.Locate waste containers on areas that do not receive substantial amounts of runoff (HQW) Zones 3.Manage washout from mortar mixers in accordance with the above item and in from upland areas and does not drain directly to a storm drain, stream or wetland. addition place the mixer and associated materials on impervious barrier and within If slopes are 10' or less in length and are (c)Slopes steeper than 5.Cover waste containers at the end of each workday and before storm events or lot perimeter silt fence. 7 not steeper than 2:1, 14 days are 3:1 provide secondary containment. Repair or replace damaged waste containers. 4.Install temporary concrete washouts per local requirements, where applicable. If an allowed 6.Anchor all lightweight items in waste containers during times of high winds. alternate method or product is to be used, contact your approval authority for -7 days for slopes greater than 50' in review and approval. If local standard details are not available, use one of the two 7.Empty waste containers as needed to prevent overflow. Clean up immediately if length and with slopes steeper than 4:1 types of temporary concrete washouts provided on this detail. containers overflow. -7 days for perimeter dikes, swales, 14 5.Do not use concrete washouts for dewatering or storing defective curb or sidewalk (d)Slopes 3:1 to 4:18.Dispose waste off-site at an approved disposal facility. ditches, perimeter slopes and HQW sections. Stormwater accumulated within the washout may not be pumped into or Zones 9.On business days, clean up and dispose of waste in designated waste containers. discharged to the storm drain system or receiving surface waters. Liquid waste must -10 days for Falls Lake Watershed be pumped out and removed from project. PAINT AND OTHER LIQUID WASTE -7 days for perimeter dikes, swales, 6.Locate washouts at least 50 feet from storm drain inlets and surface waters unless it ditches, perimeter slopes and HQW Zones 1.Do not dump paint and other liquid waste into storm drains, streams or wetlands. (e)Areas with slopes can be shown that no other alternatives are reasonably available. At a minimum, 14-10 days for Falls Lake Watershed unless 2.Locate paint washouts at least 50 feet away from storm drain inlets and surface flatter than 4:1 install protection of storm drain inlet(s) closest to the washout which could receive there is zero slope waters unless no other alternatives are reasonably available. spills or overflow. 3.Contain liquid wastes in a controlled area. Note:After the permanent cessation of construction activities, any areas with temporary 7.Locate washouts in an easily accessible area, on level ground and install a stone 4.Containment must be labeled, sized and placed appropriately for the needs of site. ground stabilization shall be converted to permanent ground stabilization as soon as entrance pad in front of the washout. Additional controls may be required by the practicable but in no case longer than 90 calendar days after the last land disturbing 5.Prevent the discharge of soaps, solvents, detergents and other liquid wastes from approving authority. activity. Temporary ground stabilization shall be maintained in a manner to render theconstruction sites. 8.Install at least one sign directing concrete trucks to the washout within the project surface stable against accelerated erosion until permanent ground stabilization is achieved. limits. Post signage on the washout itself to identify this location. PORTABLE TOILETS 9.Remove leavings from the washout when at approximately 75% capacity to limit GROUND STABILIZATION SPECIFICATION 1.Install portable toilets on level ground, at least 50 feet away from storm drains, overflow events. Replace the tarp, sand bags or other temporary structural Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the streams or wetlands unless there is no alternative reasonably available. If 50 foot components when no longer functional. When utilizing alternative or proprietary techniques in the table below: offset is not attainable, provide relocation of portable toilet behind silt fence or place products, follow manufacturer's instructions. on a gravel pad and surround with sand bags. 10.At the completion of the concrete work, remove remaining leavings and dispose of 2.Provide staking or anchoring of portable toilets during periods of high winds or in high in an approved disposal facility. Fill pit, if applicable, and stabilize any disturbance foot traffic areas. caused by removal of washout. 3.Monitor portable toilets for leaking and properly dispose of any leaked material. Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace with properly operating unit. HERBICIDES, PESTICIDES AND RODENTICIDES 1.Store and apply herbicides, pesticides and rodenticides in accordance with label EARTHEN STOCKPILE MANAGEMENT restrictions. 1.Show stockpile locations on plans. Locate earthen-material stockpile areas at least 2.Store herbicides, pesticides and rodenticides in their original containers with the 50 feet away from storm drain inlets, sediment basins, perimeter sediment controls label, which lists directions for use, ingredients and first aid steps in case of and surface waters unless it can be shown no other alternatives are reasonably accidental poisoning. available. 3.Do not store herbicides, pesticides and rodenticides in areas where flooding is 2.Protect stockpile with silt fence installed along toe of slope with a minimum offset of possible or where they may spill or leak into wells, stormwater drains, ground water POLYACRYLAMIDES (PAMS) AND FLOCCULANTS five feet from the toe of stockpile. or surface water. If a spill occurs, clean area immediately. 1.Select flocculants that are appropriate for the soils being exposed during 3.Provide stable stone access point when feasible. 4.Do not stockpile these materials onsite. construction, selecting from the NC DWR List of Approved PAMS/Flocculants. 4.Stabilize stockpile within the timeframes provided on this sheet and in accordance 2.Apply flocculants at or before the inlets to Erosion and Sediment Control Measures. with the approved plan and any additional requirements. Soil stabilization is defined as vegetative, physical or chemical coverage techniques that will restrain accelerated 3.Apply flocculants at the concentrations specified in the NC DWR List of Approved HAZARDOUS AND TOXIC WASTE erosion on disturbed soils for temporary or permanent control needs. PAMS/Flocculants and in accordance with the manufacturer's instructions. 1.Create designated hazardous waste collection areas on-site. 4.Provide ponding area for containment of treated Stormwater before discharging 2.Place hazardous waste containers under cover or in secondary containment. offsite. 3.Do not store hazardous chemicals, drums or bagged materials directly on the ground. 5.Store flocculants in leak-proof containers that are kept under storm-resistant cover or surrounded by secondary containment structures. EFFECTIVE: 04/01/19 NCG01 GROUND STABILIZATION AND MATERIALS HANDLING PART III I PART III I PART III SELF -INSPECTION, RECORDKEEPING AND REPORTING SELF -INSPECTION, RECORDKEEPING AND REPORTING SELF -INSPECTION, RECORDKEEPING AND REPORTING SECTION A: SELF -INSPECTION Self -inspections are required during normal business hours in accordance with the table below. When adverse weather or site conditions would cause the safety of the inspection personnel to be in jeopardy, the inspection may be delayed until the next business day on which it is safe to perform the inspection. In addition, when a storm event of equal to or greater than 1.0 inch occurs outside of normal business hours, the self -inspection shall be performed upon the commencement of the next business day. Any time when inspections were delayed shall be noted in the Inspection Record. Frequency Inspect (during normal Inspection records must include: business hours) (1) Rain gauge Daily Daily rainfall amounts. maintained in If no daily rain gauge observations are made during weekend or good working holiday periods, and no individual -day rainfall information is order available, record the cumulative rain measurement for those un- attended days (anc this will determine if a site inspection is needed). Days on which no rainfall occurred shall be recorded as "zero." The permittee may use another rain -monitoring device approved by the Division. (2) E&SC At least once per 1. Identification of the measures inspected, Measures 7 calendar days 2. Date and time of the inspection, and within 24 3. Name of the person performing the inspection, hours of a rain 4. Indication of whether the measures were operating event > 1.0 inch in properly, 24 hours 5. Description of maintenance needs for the measure, 6. Description, evidence, and date of corrective actions taken. (3) Stormwater At least once per 1. Identification of the discharge outfalls inspected, discharge 7 calendar days 2. Date and time of the inspection, outfalls (SDCs) and within 24 3. Name of the person performing the inspection, hours of a rain 4. Evidence of indicators of Stormwater pollution such as oil event > 1.0 inch in sheen, floating or suspended solids or discoloration, 24 hours 5. Indication of visible sediment leaving the site, 6. Description, evidence, and date of corrective actions taken. (4) Perimeter of At least once. per If visible sedimentation is found outside site limits, then a record site 7 calendar days of the following shall be made: and within 24 1. Actions taken to clean up or stabilize the sediment that has left hours of a rain the site limits, event > 1.0 inch in 2. Description, evidence, and date of corrective actions taken, and 24 hours 3. An explanation m to the actions taken to control future releases. (5) Streams or At least once per If the stream or wetland has increased visible sedimentation or a wetlands onsite 7 calendar days stream has visible increased turbidity from the construction or offsite and within 24 activity, then a record of the following shall be made: (where hours of a rain 1. Description, evidence and date of corrective actions taken, and accessible) event > 1.0 inch in 2. Records of the required reports to the appropriate Division 24 hours Regional Office per Part III, Section C, Item (2)(a) of this permit. (6) Ground After each phase 1. The phase of grading (installation of perimeter E&SC stabilization of grading measures, clearing and grubbing, installation of storm measures drainage facilities, completion of all land -disturbing activity, construction or redevelopment, permanent ground cover). 2. Documentation that the required ground stabilization measures have been provided within the required timeframe or an assurance that they will be provided as soon as possible. NOTE: The rain inspection resets the required 7 calendar day inspection requirement. SECTION B: RECORDKEEPING 1. E&SC Plan Documentation The approved E&SC plan as well as any approved deviation shall be kept on the site. The approved E&SC plan must be kept up-to-date throughout the coverage under this permit. The following items pertaining to the E&SC plan shall be kept on site and available for inspection at all times during normal business hours. Item to Document Documentation Requirements (a) Each E&SC measure has been installed Initial and date each E&SC measure on a copy and does not significantly deviate from the of the approved E&SC plan or complete, date locations, dimensions and relative elevations and sign an inspection report that lists each shown on the approved E&SC plan. E&SC measure shown on the approved E&SC plan. This documentation is required upon the initial installation of the E&SC measures or if the E&SC measures are modified after initial installation. (b) A phase of grading has been completed. Initial and date a copy of the approved E&SC plan or complete, date and sign an inspection report to indicate completion of the construction phase. (c) Ground cover is located and installed Initial and date a copy of the approved E&SC in accordance with the approved E&SC plan or complete, date and sign an inspection plan. report to indicate compliance with approved ground cover specifications. (d) The maintenance and repair Complete, date and sign an inspection report. requirements for all E&SC measures have been performed. (e) Corrective actions have been taken Initial and date a copy of the approved E&SC to E&SC measures. plan or complete, date and sign an inspection report to indicate the completion of the corrective action. 2. Additional Documentation to be Kept on Site In addition to the E&SC plan documents above, the following items shall be kept on the site and available for inspectors at all times during normal business hours, unless the Division provides a site -specific exemption based on unique site conditions that make this requirement not practical: (a) This General Permit as well as the Certificate of Coverage, after it is received. (b) Records of inspections made during the previous twelve months. The permittee shall record the required observations on the Inspection Record Form provided by the Division or a similar inspection form that includes all the required elements. Use of electronically -available records in lieu of the required paper copies will be allowed if shown to provide equal access and utility as the hard -copy records. 3. Documentation to be Retained for Three Years All data used to complete the e-NOI and all inspection records shall be maintained for a period of three years after project completion and made available upon request. [40 CFR 122.41] PART II, SECTION G, ITEM (4) DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT Sediment basins and traps that receive runoff from drainage areas of one acre or more shall use outlet structures that withdraw water from the surface when these devices need to be drawn down for maintenance or close out unless this is infeasible. The circumstances in which it is not feasible to withdraw water from the surface shall be rare (for example, times with extended cold weather). Non -surface withdrawals from sediment basins shall be allowed only when all of the following criteria have been met: (a) The E&SC plan authority has been provided with documentation of the non -surface withdrawal and the specific time periods or conditions in which it will occur. The non -surface withdrawal shall not commence until the E&SC plan authority has approved these items, (b) The non -surface withdrawal has been reported as an anticipated bypass in accordance with Part III, Section C, Item (2)(c) and (d) of this permit, (c) Dewatering discharges are treated with controls to minimize discharges of pollutants from stormwater that is removed from the sediment basin. Examples of appropriate controls include properly sited, designed and maintained dewatering tanks, weir tanks, and filtration systems, (d) Vegetated, upland areas of the sites or a properly designed stone pad is used to the extent feasible at the outlet of the dewatering treatment devices described in Item (c) above, (e) Velocity dissipation devices such as check dams, sediment traps, and riprap are provided at the discharge points of all dewatering devices, and (f) Sediment removed from the dewatering treatment devices described in Item (c) above is disposed of in a manner that does not cause deposition of sediment into waters of the United States. SECTION C: REPORTING 1. Occurrences that Must be Reported Permittees shall report the following occurrences: (a) Visible sediment deposition in a stream or wetland. (b) Oil spills if: • They are 25 gallons or more, • They are less than 25 gallons but cannot be cleaned up within 24 hours, They cause sheen on surface waters (regardless of volume), or • They are within 100 feet of surface waters (regardless of volume). (c) Releases of hazardous substances in excess of reportable quantities under Section 311 of the Clean Water Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of CERCLA (Ref: 40 CFR 302.4) or G.S. 143-215.85. (d) Anticipated bypasses and unanticipated bypasses. (e) Noncompliance with the conditions of this permit that may endanger health or the environment. 2. Reporting Timeframes and Other Requirements After a permittee becomes aware of an occurrence that must be reported, he shall contact the appropriate Division regional office within the timeframes and in accordance with the other requirements listed below. Occurrences outside normal business hours may also be reported to the Department's Environmental Emergency Center personnel at (800) 858-0368. Occurrence Reporting Timeframes (After Discovery) and Other Requirements (a) Visible sediment • Within 24 hours, an oral or electronic notification. deposition in a . Within 7calendardays, a report that contains a description of the stream or wetland sediment and actions taken to address the cause of the deposition. Division staff may waive the requirement for a written report on a case -by -case basis. • If the stream is named on the INC 303(d) list as impaired for sediment - related causes, the permittee may be required to perform additional monitoring, inspections or apply more stringent practices if staff determine that additional requirements are needed to assure compliance with the federal or state impaired -waters conditions. (b) Oil spills and • Within 24 hours, an oral or electronic notification. The notification release of shall include information about the date, time, nature, volume and hazardous location of the spill cr release. substances per Item 1(b)-(c) above (c) Anticipated • A report at least ten days before the date of the bypass, if possible. bypasses [40 CFR The report shall include an evaluation of the anticipated quality and 122.41(m)(3)] effect of the bypass. (d) Unanticipated • Within 24 hours, an oral or electronic notification. bypasses [40 CFR • Within 7calendardays, a report that includes an evaluation of the 122.41(m)(3)] .................................................................................................................................................................................................................................................................................................................................................................... quality and effect of the bypass. (e) Noncompliance • Wfthin24hours, an oral or electronic notification. with the conditions • Within 7calendardays, a report that contains a description of the of this permit that noncompliance, and its causes; the period of noncompliance, may endanger including exact dates and times, and if the noncompliance has not health or the been corrected, the anticipated time noncompliance is expected to environment[40 continue; and steps taken or planned to reduce, eliminate, and CFR 122.41(I)(7)] prevent reoccurrence of the noncompliance. [40 CFR 122.41(1)(6). • Division staff may waive the requirement for a written report on a case -by -case basis. NORTH CAROLINA Environmental Quality I NCGO1 SELF -INSPECTION, RECORDKEEPING AND REPORTING � EFFECTIVE: 04/01/191