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HomeMy WebLinkAboutNCS000189_FINAL PERMIT_19940826—STORMWATER-DIVISION-CODING-SHEET--- PERMIT NO. Nc`C > 000�4j� DOC TYPE FINAL PERMIT ❑ MONITORING INFO ❑ APPLICATION ❑ COMPLIANCE ❑ OTHER DOC DATE YYYYM M DD State of North Carolina .,Department of Environment, Health and Natural Resources Division of Environmental Management James B. Hunt, Jr., Governor Jonathan B. Howes, Secretary A. Preston Howard, Jr., P.E., Director �_ r �EHNR RECEIVED WASHINGTON OFFICE Mr. Scott Jenkins August 26, 1994 AUG 3 0 1994 P.O. Box 787 D. E M. Plymouth, NC Subject: Permit No. NCS000189 Weyerhaeuser Paper Company Dear Mr. Jenkins: Martin County In accordance with your application for a stormwater discharge permit received on November 23, 1992, we are forwarding herewith the subject state - NPDES permit. This permit is issued pursuant to the requirements of North Carolina General Statute 143-215 .l and the Memorandum of Agreement between North Carolina and the US Environmental Protection agency dated December 6, 1983. If any parts, measurement frequencies or sampling requirements contained in this permit are unacceptable to you, you have the right to an adjudicatory hearing upon written request within thirty (30) days following receipt of this letter. This request must be in the form of a written petition, conforming to Chapter 150B of the North Carolina General Statutes, and filed with the Office of Administrative Hearings, Post Office Drawer 27447, Raleigh, North Carolina 27611 -7447. Unless such demand is made, this decision sh dl be final and binding. Please take notice this permit is not transferable. Part II, B.2. addresses the requirements to be followed in case of change in ownership or control of this discharge. This permit does not affect the legal requirements to obtain other permits which may be required by the Division of Environmental Management or permits required by the Division of Land Resources, Coastal Area Management Act or any other Federal or Local governmental permit that may be required. If you have any questions concerning this permit, please contact Bill Mills at telephone number 919/733-5083. Sincerely, Original Signed By coleen H. Sullins A. Preston Howard, Jr, P. E. cc: Mr. Jim Patrick, EPA Washington Regional"Office P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone 919-733-7015 FAX 919-733-2496 An Equal Opportunity Affirmative Action Employer 50% recycled/ 10 % post -consumer paper Permit No. NCS000189 STATE OF NORTH CAROLINA DEPARTMENT OF ENVIRONMENT, HEALTH, AND NATURAL RESOURCES DIVISION OF ENVIRONMENTAL MANAGEMENT PERMIT TO DISCHARGE STORMWATER UNDER THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM In compliance with the provisions of North Carolina General Statute 143-215.1, other lawful standards and regulations promulgated and adopted by the North Carolina Environmental Management Commission, and the Federal Water Pollution Control Act, as amended, Weyerhaeuser Paper Company is hereby authorized to discharge stormwater from a facility located at West Main Street Extension Plymouth Martin County to receiving waters designated as Warren Neck Creek and Roanoke River, class C Sw streams, in the Roanoke River Basin in accordance with the discharge limitations, monitoring requirements, and other conditions set forth in Parts I, II, III, and IV hereof. This permit shall become effective October 1, 1994. This permit and the authorization to discharge shall expire at midnight on August 31, 1999. Signed this day August 26, 1994. Original Signed Dy coleen H. Sullins A. Preston Howard, Jr., P.E., Director Division of Environmental Management By the Authority of the Environmental Management Commission Permit No. NCS000189 PERMITTED ACTIVITIES Until this permit expires or is modified or revoked, the permittee is authorized to discharge stormwater to the surface waters of North Carolina or separate storm sewer system which has been adequately treated and managed in accordance with the terms and conditions of this Permit. All discharges shall be in accordance with the attached schedules as follows: Part I: Monitoring, Controls, and Limitations for Permitted Discharges Part II: Standard Conditions for NPDES Stormwater Permits Part III: Limitations Reopener Part IV: Administering and Compliance Monitoring Fee Requirements Any other point source discharge to surface waters of the state is prohibited unless covered by another permit, authorization or approval. This permit does not relieve the permittee from responsibility for compliance with any'other applicable federal, state, or local law, rule, standard, ordinance, order, judgement, or decree. Page 2 PLYMOUTH WEST QUADR'NOLE NORTH CAROLINA 7.5 MINUTE SERIES (TOPOGRAPHIC) \Vcl '38 47'30" '39 2 560 000 FEET 341 76*45' 3 5'52'30 780000 c FEET I. 1 7 HUFF '-ISLAND T —cam < 5W497 006 . ........ . (J c t -VON PlY111: LIL11 oil A', mo... I U II IIIII:f 11 i it ;Jn -em k I;p Sandra 1> 0; itjl'I II , 1, ; -I I, " -..I LINE L ' �--saqdptt T T) r. oRacio f.. )I)! Sandpits Tower C, P 0 w 1167 _j J -J- j J J Permit No. NCS000189 PART I MONITORING, CONTROLS, AND LIMITATIONS"FOR PERMITTED DISCHARGES ECTION A: FINAL LIMITATIONS AND CONTROLS FOR STORMWATER DISCHARGE During the period beginning on the effective date of the permit and lasting until expiration, the Permittee is authorized to discharge stormwater associated with industrial activity. Such discharges shall be controlled, limited and monitored as specified below. 1. Stormwater Pollution Prevention Plan The Permittee shall develop a Stormwater Pollution Prevention Plan, herein after referred to as the Plan. This Plan shall be considered public information in accordance with Part II, Standard Conditions, Section E.8. of this permit. The Plan shall include, at a minimum, the following items: y Site Plan. The site plan shall provide a description of the physical facility and the potential pollutant sources which may be expected to contribute to contamination of stormwater discharges. The site plan shall contain the following: (1) A general location map (USGS quadrangle map or appropriately drafted equivalent map), showing the facility's location in relation to transportation routes and surface waters, the name of the receiving water(s) to which the stormwater outfall(s) discharges, or if the discharge is to a municipal separate storm sewer system, the name of the municipality and the ultimate receiving waters; and accurate latitude and longitude of the point(s)of discharge. (2) A narrative description of storage practices, loading and unloading activities, outdoor process areas, dust or particulate generating or control processes, and waste disposal practices. (3) A site map drawn to scale with the distance legend indicating location of industrial activities (including storage of materials, disposal areas, process areas and loading and unloading areas), drainage structures, drainage areas for each outfall and activities occurring in the drainage area, building locations and impervious surfaces, and the percentage of each drainage area that is impervious. For each outfall, a narrative description of the potential pollutants which could be expected to be present in the stormwater discharge. (4) A list of significant spills or leaks of pollutants that have occurred at the facility during the 3 previous years and any corrective actions taken to mitigate spill impacts. (5) Certification that the stormwater outfalls have been evaluated for the presence of non-stormwater discharges. The certification statement will be signed in accordance with the requirements found in Part II, Standard Conditions, Section B.9. Page 4 Permit No. NCS000189 Stormwater Management Plan. The stormwater management plan shall contain a narrative description of the materials management practices employed which control or minimize the exposure of significant materials to stormwater, including structural and nonstructural measures. The stormwater management plan, at a minimum,"shall incorporate the following: (1) A study addressing the technical and economic feasibility of changing the methods of operations and/or storage practices to eliminate or reduce exposure of materials and processes to stormwater. Wherever practicable the permittee shall cover all storage areas, material handling operations, manufacturing or fueling operations to prevent materials exposure to stormwater. In areas where elimination of exposure is not practicable, the stormwater management plan shall document the feasibility of diverting the stormwater runoff away from areas of potential contamination. (2) A schedule to provide secondary containment for bulk storage of liquid materials, storage of Section 313 of Title III of the Superfund Amendments and Reauthorization Act (SARA) water priority chemicals, or storage of hazardous materials to prevent leaks and spills from contaminating stormwater runoff. If the secondary containment devices are connected directly to stormwater conveyance systems, the connection shall be controlled by manually activated valves or other similar devices [which shall be secured with a locking mechanism] and any stormwater that accumulates in the containment area shall be at a minimum visually observed for color, foam, and visible sheens, prior to release of the accumulated stormwater. Accumulated stormwater shall be released if found to be uncontaminated. Records documenting the individual making the observation, the description of the accumulated stormwater and the date and time of the release shall be kept for a period of five years. (3) A narrative description shall be provided of Best Management Practices (BMPs) to be considered such as, but not limited to, oil and grease separation, debris control, vegetative filter strips, infiltration and stormwater detention or retention, where necessary. The need for structural BMPs shall be based on the assessment of potential of sources to contribute significant quantities of pollutants to stormwater discharges and data collected through monitoring of stormwater discharges. (4) Inspection schedules of stormwater conveyances and controls and measures to be taken to limit or prevent erosion associated with the stormwater systems. Spill Prevention and Response Plan. The Spill Prevention and Response Plan shall incorporate a risk assessment of potential pollutant sources based on a materials inventory of the facility. Facility personnel (or team) responsible for implementing the plan shall be identified in the plan. A responsible person shall be on -site at all times during facility operations that have the potential to contaminate stormwater runoff through spills or exposure of materials associated with the facility operations. Preventative Maintenance and Good Housekeeping Program. A preventative maintenance program shall be developed. The program shall document schedules of inspections and maintenance activities of stormwater control systems, plant equipment and systems. Inspection of material handling areas and regular cleaning schedules of these areas shall be incorporated into the program. e. Employee Training. Training schedules shall be developed and training provided at a minimum on an annual basis on proper spill response and cleanup procedures and preventative maintenance activities for all personnel involved in any of the facility's Page 5 Permit No. NCS000189 operations that have the potential to contaminate stormwater runoff. Facility personnel (or team) responsible for implementing the training shall be identified in the Plan. Responsible Party. The Stormwater Pollution Prevention Plah shall identify a specific position(s) responsible for the overall coordination, development, implementation, and revision to the Plan. Responsibilities for all components of the Plan shall be documented and position(s) assignments provided. Plan Ammendment. The permittee shall amend the Plan whenever there is a change in design, construction, operation, or maintenance which has a significant effect on the potential for the discharge of pollutants to surface waters. The Stormwater Pollution Prevention Plan shall be reviewed and updated on an annual basis. The Director may notify the permittee when the Plan does not meet one or more of the minimum requirements of the permit. Within 30 days of such notice, the permittee shall submit a time schedule to the Director for modifying the Plan to meet minimum requirements. The permince shall provide certification in writing (in accordance with Part II, Standard Conditions, Scction B, #9) to the Director that the changes have been made. h. Facility Inspections. Inspections of the facility and all stormwater systems shall occur at a minimum on a semiannual schedule, once in the fall (September -November) and once during the spring (April - June). The inspection and any subsequent maintenance activities performed shall be documented, recording date and time of inspection, individual(s) making the inspection and a narrative description of the facility's storrriwater control systems, plant equipment and systems. Records of these inspections shall be incorporated into the Stormwater Pollution Prevention Plan. Visual monitoring as required in I.A.2.g.(3) shall be performed in addition to facility inspections. i. Implementation. Implementation of the plan shall include documentation of all monitoring, measurements, inspections and maintenance activities and training provided to employees, including the log of the sampling data and of activities taken to implement BMPs associated with the industrial activities, including vehicle maintenance activities. Such documentation shall be kept on -site for a period of five years and made available to the Director or his authorized representative immediately upon request. Page 6 Permit No. NCS000189 2 Minimum Monitoring and Reporting Requirements Minimum monitoring and reporting requirements are as follows unless otherwise approved in writing by the Director of the Division of Environmental Management. a. If a facility has multiple discharge locations with substantially identical stormwater discharges that are required to be sampled, the permittee may petition the Director for representative outfall status. If it is established that the stormwater discharges are substantially identical and the permittee is granted representative outfall status, then sampling requirements may be performed at a reduced number of outfalls. b. Visual monitoring for color, odor, solids, foam, outfall staining, visible sheens and dry weather flow shall be performed at all stormwater discharge outfall locations. All visual monitoring shall be documented and records maintained with the Stormwater Pollution Prevention Plan. The initial visual monitoring event shall be performed simultaneously with the first analytical monitoring event and documentation of only this initial visual monitoring event shall be submitted along with the required analytical monitoring submittal. C. For purposes of the stormwater sampling required in this permit, all samples shall be collected from a discharge resulting from a representative storm event (See Part II, Standard Conditions, Section A). Failure to monitor storm events in accordance with the specified frequency shall constitute a violation of this permit. If the stormwater runoff is controlled by a detention pond, the following sampling requirements shall apply: (1) If the detention pond detains the runoff generated by one inch of rainfall for.24 hours, visual observations for color, foam, outfall staining, visible sheens, and dry weather flow are required, but analytical sampling shall not be required. (2) If the detention pond discharges only in response to a storm event exceeding a 25- year, 24-hour storm (See Part II, Standard Conditions, Section A), the pond shall be considered a non -discharging stormwater control system and not subject to NPDES requirements, unless the discharge causes a violation of water quality standards. d. Samples analyzed in accordance with the terms of this permit shall be submitted on forms provided by the Director no later than January 31 for the previous year in which sampling was required to be performed. Analytical results from sampling during the final year of the permit term shall be submitted with the permit renewal application. f. This permit regulates stormwater discharges. Non-stormwater discharges which shall be allowed in the stormwater conveyance system are: (1) All other discharges that are authorized by a non-stormwater NPDES permit. (2) Uncontaminated groundwater, foundation drains, air -conditioner condensate without added chemicals, springs, discharges of uncontaminated potable water, waterline and fire hydrant flushings, water from footing drains, flows from riparian habitats and wetlands. (3) Discharges resulting from fire -fighting. Page 7 Permit No. NCS000189 If the storm event monitored and reported in accordance with this permit coincides with a non-stormwater discharge, the permittee shall separately monitor and report all parameters as required under the non-stormwater discharge permit and provide this information with the stormwater discharge monitoring report. Specific Stormwater Monitoring Requirements The specific stormwater monitoring requirements includes both analytical and visual monitoring of stormwater samples. Specific monitoring requirements are defined below. (1) Analytical Monitoring Stormwater Discharge Characteristics nit Measurement ELQqucncyl Sample Type2 Sample Location3 Chemical Oxygen Demand mgA annually Grab SDO Total Suspended Solids mgn annually Grab SDO BOD5 mg/I annually Grab SDO Total Phosphorous mg1I annually Grab SDO Total Rainfa114 inches Event Duration4 minutes I.Total Flow4 MG SDO Footnotes: 1 Measurement Frequency: Once per year with samples taken during the sampling window of April through November. The facility must perform analytical sampling during the first and last year of the permit term regardless of cut-off concentration conditions. 2 Sample Type: Defined in Part II, Standard Conditions, Section A. 3 Sample Location: Samples to be taken at each stormwater discharge outfall (SDO) unless representative outfall status has been granted. 4 For each sampled representative storm event the total precipitation, storm duration, and total flow must be monitored. Total flow shall be either; (a) measured continuously, (b) calculated based on the amount of area draining to the outfall, the amount of built -upon (impervious) area, and the total amount of rainfall, or (c) estimated by the measurement of flow at 20 minute intervals during the rainfall event. (2) Cut-off Concentrations The arithmetic mean of all analytical sampling results collected during the term of the permit shall be calculated for each parameter and compared to the cut-off concentrations listed below. If the arithmetic mean meets the specified cut-off concentration condition for a given parameter, then the facility is not required to continue annual analytical monitoring for that parameter during the term of the permit unless a significant change in facility operations or configuration occurs. If a cut-off concentration results in discontinued analytical monitoring, the permiuee is Page 8 Permit No. NCS000189 required to maintain facility operations that ensure the continuation of stormwater runoff quality. The permittee must perform analytical sampling during the fiat and last year of the permit term regardless of cut-off concentration conditions. Analytical results from sampling during the final year of the permit term must be submitted with the permit renewal application. Stormwater Discharge h r rii Cut-off Concentration Chemical Oxygen Demand < 120 m /l Total Suspended Solids < 100 mg/1 BODS < 30 mg/1 Total Phosphorous < 2 mg/1 (3) Visual Monitoring Visual monitoring requires a qualitative visual inspection of each stormwater outfall, regardless of representative outfall status, for the purpose of evaluating the effectiveness of the Stormwater Pollution Prevention Plan (SPPP) and assessing new sources of stormwater pollution. No analytical tests are required. Visual monitoring of stormwater outfalls does not need to be performed during a representative storm event. Stormwater Discharge Characteristics Fre uenc 1 Monitoring T e2 Monitoring cati n3 Color Semi -Annual Visual SDO Odor Semi -Annual Visual SDO Clarity Semi -Annual Visual SDO Floating Solids Semi -Annual Visual SDO Suspended Solids Semi -Annual Visual SDO Foam Semi -Annual Visual SDO Oil Sheen Semi -Annual Visual SDO Other obvious indicators of stormwater pollution Semi -Annual Visual SDO Footnotes: 1 Frequency: The first visual monitoring event during the term of the permit must be performed during the initial analytical monitoring event. All subsequent visual monitoring will be performed twice per year, once in the spring and once in the fall. Monitoring Type: Visual monitoring requires a qualitative visual observation of each stormwater outfall. No analytical testing or sampling is required. 3 Sample Location: Stormwater Discharge Outfall (SDO) Page 9 Permit No. NCS000189 (4) Analytical Monitoring Requirements for Vehicle Maintenance Activities I Stormwater Discharge Characteristics ni Measurement Fr uen 2 Sample Tvoe Sample L c n3 H standard annually Grab SDO Oil and Grease m annually Grab SDO New Motor Oil Usagegallons/month annually Fstimate SDO Total Flow4 MG annually Grab SDO Lead, Total Recoverable5 u annually Grab SDO Total Suspended Solids m annually Grab SDO Detergents (MBAS)6 m annually Grab SDO Footnotes: I Stormwater discharges from any vehicle maintenance activity occurring on -site which uses more than 55 gallons of new motor oil per month when averaged over the calendar year shall be monitored by the permittee as specified above. 2. Measurement Frequency: Once per year with samples taken within the sampling window of April through November. 3 Sample Location: Samples to be taken at each stormwater discharge outfall (SDO) that discharges Stormwater runoff from area(s) where vehicle maintenance activities occur. 4 Total flow shall be; (a) measured continuously, (b) calculated based on the amount of area draining to the outfall, the amount of built -upon (impervious) area, and the total amount of rainfall, or (c) estimated by the measurement of flow at 20 minute intervals during the rainfall event. Total Precipitation and duration of the rainfall event measured shall result from the sampled representative storm event. 5 Total recoverable lead monitoring is required only at facilities where fueling occurs. 6 Detergent monitoring is required only at facilities which conduct vehicle cleaning operations. (5) Cut-off Concentrations for Vehicle Maintenance Activities The arithmetic mean of all analytical sampling results collected during the term of the permit shall be calculated for each parameter and compared to the cut-off concentrations listed below. If the arithmetic mean meets the specified cut-off concentration condition for a given parameter, then the facility is not required to continue annual analytical monitoring for that parameter during the term of the permit unless a significant change in facility operations or configuration occurs. If a cut-off concentration results in discontinued analytical monitoring, the permittee is Page 10 Permit No. NCS000189 required to maintain facility operations that ensure the continuation of stormwater runoff quality. The permittee must perform analytical sampling during the fir"st and last year of the permit term regardless of cut-off concentration conditions. Analytical results from sampling during the final year of the permit term must be submitted with the permit renewal application. Stormwater Discharge h r ri i Cut-off Concentration H 1 within range 6.0 - 9.0 Oil and Grease < 30 mg/1 Lead, Total Recoverable < 0.033 mg/1 Total Suspended Solids < 100 m 1 Detergents (MBAS) I < 0.50 m /l Footnotes: 1 pH cannot be averaged due to the nature of the logarithmic pH scale. The most recent pH sample result shall be used for cut-off concentration purposes. Page 11 Permit No. NCS000189 SECTION B: SCHEDULE OF COMPLIANCE The permittee shall comply with Final Limitations and Controls specified for stormwater discharges in accordance with the following schedule: The Stormwater Pollution Prevention Plan shall be developed and implemented within 12 months of the effective date of this permit and updated thereafter on an annual basis. Secondary containment, as specified in Part I, Section A, 1. b. 2. of this permit, shall be accomplished within 12 months of the effective date of this permit. Permittee shall at all times provide the operation and maintenance necessary to operate the permitted stormwater controls at optimum efficiency. Page 12 Individual Stotmwater Page Al l PART II STANDARD CONDITIONS FOR NPDES STORMWATER PERMITS Act or "the Act" or CWA The Federal Water Pollution Control Act, also known as the Clean Water Act, as amended, 33 USC 1251, et. seq. Best Management Practices (BMPs) Schedules of activities, prohibitions of practices, maintenance procedures, and other management practices to prevent or reduce the pollution of waters of the United States. BMPs also include treatment requirements, operation procedures, and practices to control plant site runoff, spillage or leaks, sludge or waste disposal, or drainage from raw material storage. Calculation of Means Means shall be calculated according to the following definitions: a. Arithmetic Mean: The arithmetic mean of any set of values is the summation of the individual values divided by the number of individual values. b. Geometric Mean: The geometric mean of any set of values is the Nth root of the product of the individual values where N is equal to the number of individual values. The geometric mean is equivalent to the antilog of the arithmetic mean of the logarithms of the individual values. For purposes of calculating the geometric mean, values of zero (0) shall be considered to be one (1). C. Weighted by Flow Value: Weighted by flow value means the summation of each concentration times its respective flow divided by the summation of the respective flows. Bulk Storage of Liquid Products Liquid raw materials, manufactured products, waste materials or by-products with a single above ground storage container having a capacity of greater than 660 gallons or with multiple above ground storage containers having a total storage capacity of greater than 1,320 gallons. Calendar Day The period from midnight of one day until midnight of the next day. However, for purposes of this permit, any consecutive 24-hour period that reasonably represents the calendar day may be used for sampling. Coal Pile Runoff The rainfall runoff from or through any coal storage pile. Individual Stormwater Page A2 DEM or Division The Division of Environmental Management, Department of Environment, Health and Natural Resources. Directo The Director of the Division of Environmental Management, the permit issuing authority. 1MC The North Carolina Environmental Management Commission. lT��:�Tr[•isx�YR�i Any substance designated under 40 CFR Part 116 pursuant to Section 311 of the Clean Water Act. 11. Landf1U A disposal facility or part of a disposal facility where waste is placed in or on land and which is not a land treatment facility, a surface impoundment, an injection well, a hazardous waste long-term storage facility or a surface storage facility. All municipal separate storm sewers that are either: a. Located in an incorporated place with a population of 100,000 or more as determined by the Decennial Census by the Bureau of Census; or Located in the counties with unincorporated urbanized populations of 100,000 or more, except municipal separate storm sewers that are located in the incorporated places, townships or towns within such counties; or Owned or operated by a municipality other than those described in paragraph (a) or (b) and that are designated by the Director as part of the large or medium separate storm sewer system. 13. Overburden Any material of any nature, consolidated or unconsolidated, that overlies a mineral deposit, excluding topsoil or similar naturally -occurring surface materials that are not disturbed by mining operations. The owner or operator issued a permit. Any discernible, confined and discrete conveyance, including but specifically not limited to, any pipe, ditch, channel, tunnel, conduit, well, discrete fissure, Individual Stormwater Page A3 container, rolling stock, or concentrated animal feeding operation from which pollutants are or may be discharged to waters of the state. A storm event that is between 0.2 and 0.8 inches of rainfall and which has a duration of greater than 3 hours and that is preceded by at least 72 hours in which no storm event measuring greater than 0.1 inches has occurred. The fraction of total rainfall that is not infiltrated into or otherwise retained by the soil, concrete, asphalt or other surface upon which it falls that will appear at the conveyance as runoff. 11- ' $ ITFT.�I •�7iiitt1'R�iil Spill containment for the contents of the single largest tank within the containment structure plus sufficient freeboard to allow for the 25-year, 24-hour storm event. A chemical or chemical category which: Is listed in 40 CFR 372.65 pursuant to Section 313 of Title III of the Superfund Amendments and Reauthorization Act (SARA) of 1986, also titled the Emergency Planning and Community Right -to -Know Act of 1986; b. Is present at or above threshold levels at a facility subject to SARA title III, Section 313 reporting requirements; and That meet at least one of the following criteria: (1) Is listed in appendix D of 40 CFR part 122 on either Table II (organic priority pollutants), Table III (certain metals, cyanides, and phenols) or Table IV (certain toxic pollutants and hazardous substances); (2) Is listed as a hazardous substance pursuant to section 31 l(b)(2)(A) of the CWA at 40 CFR 116.4; or (3) Is a pollutant for which EPA has published acute or chronic water quality criteria. MWIMUM .1 13 • • Includes, but is not limited to: raw materials; fuels; materials such as solvents, detergents, and plastic pellets; finished materials such as metallic products; raw materials used in food processing or production; hazardous substances designated under section 101(14) of CERCLA; any chemical the facility is required to report pursuant to section 313 of Title III of SARA; fertilizers; pesticides; and waste products such as ashes, slag and sludge that have the potential to be released with stormwater discharges. Individual Stormwater Page A4 P Includes, but is not limited to: releases of oil or hazardous substances in excess of reportable quantities under section 311 of the Clean Water Act (Ref: 40 CFR 110.10 and CFR 117. 2T) brsection-10? ofCERCIA (Ref: 40 CFR 302.4). The flow of water which results from precipitation and which occurs immediately following rainfall or as a result of snowmelt. The discharge from any point source which is used for collecting and conveying stormwater and which is directly related to manufacturing, processing or raw material storage areas at an industrial site. The term does not include discharges from facilities or activities excluded from the NPDES program. The following categories of facilities are considered to be engaging in 'industrial activity": a. Facilities subject to stormwater effluent limitations guidelines, new source performance standards, or toxic pollutant effluent standards under 40 CFR Subchapter N Parts 400 - 471 (except facilities which are exempted under (k) of this definition); Facilities classified as Standard Industrial Classifications 24 (except 2434), 26 (except 265 and 267), 28, 29, 30, 311, 32, 33, 3441, 373; Facilities classified as Standard Industrial Classifications 10 through 14 (mineral industry) including active or inactive mining operations (except for areas of coal mining operations meeting the definition of a reclamation area under 40 CFR 434.11(1)) and oil and gas exploration, production, processing, or treatment operations, or transmission facilities that discharge stormwater contaminated by contact with or that has come in contact with, any overburden, raw material, intermediate products, finished products, byproducts or waste products located on the site of such operations; inactive mining operations are mining sites that are not being actively mined, but which have an identifiable owner/operator; Hazardous waste treatment, storage, or disposal facilities, including those that are operating under interim status or a permit under Subtitle C of RCRA; e. Landfills, land application sites, and open dumps that receive or have received any industrial wastes (waste that is received from any of the facilities described under this definition) including those that are subject to regulation under Subtitle D of RCRA; Facilities involved in the recycling of materials, including metal scrapyards, battery reclaimers, salvage yards and automobile junkyards, including but limited to those classified as Standard Industrial Classification 5015 and 5093; Individual Stormwater Page A5 Steam electric power generating facilities, including coal handling sites; Transportation facilities classified as Standard Industrial Classifications 40, 41, 42, 44, and 45 which have vehicle maintenance shops, equipment cleaning operations, or airport deicing operations. Only those portions of the facility that are either involved in vehicle maintenance (including vehicle rehabilitation, mechanical repairs, painting, fueling and lubrication), equipment cleaning operations, airport deicing operations, or which are otherwise identified under (a)-(g) or (i)-(k) of this definition are associated with industrial activity; Treatment works treating domestic sewage or any other sewage sludge or wastewater treatment device or system, used in the storage treatment, recycling, and reclamation of municipal or domestic sewage, including lands dedicated to the disposal of sewage sludge that are located within the confines of the facility, with a design flow of 1.0 mgd or more, or required to have an approved pretreatment program under 40 CFR part 403. Not included are farm lands, domestic gardens or lands used for sludge management where sludge is beneficially reused and which are not physically located in the confines of the facility, or areas that are in compliance with section 405 of the CWA; Construction activity including clearing, grading and excavation activities except: operations that result in the disturbance of less that five acres of total land area which are not part of a larger common plan of development or sale; k. Facilities under Standard Industrial Classifications 20, 21, 22, 23, 2434, 25, 265, 267, 27, 283, 285, 30, 31 (except 311), 323, 34 (except 3441), 35, 36, 37 (except 373), 38, 39, 4221-25, (and which are not otherwise included within (a)-O) of this definition). For the categories of industries identified in (a) through 0) of this definition the term includes, but is not limited to, stormwater discharges from industrial plant yards; immediate access roads and rail lines used or traveled by carriers of raw materials, manufactured products, waste material, or by-products used or created by the facility; material handling sites; refuse sites; sites used for the application or disposal of process wastewaters; sites used for the storage and maintenance of material handling equipment; sites used for residual treatment, storage, or disposal; shipping and receiving areas; manufacturing buildings; storage areas (including tank farms) for raw materials, and intermediate and finished products; and areas where industrial activity has taken place in the past and significant materials remain and are exposed to stormwater. For the categories of industries identified in (k), the term includes only stormwater discharges from all areas listed in the previous sentence (except access roads) where material handling equipment or activities, raw material, intermediate products, final products, waste material, by-products, or industrial machinery are exposed to stormwater. Material handling activities include the: storage, loading and unloading, transportation, or conveyance of any raw material, intermediate product, finished product, by-product or waste product The term excludes areas located on plant lands separated from the plant's industrial activities, such as office buildings and accompanying parking lots as long as the drainage from the excluded areas is not mixed with stormwater drained from the above described areas. Individual Stormwater Page A6 Industrial facilities (including industrial facilities that are Federally or municipally owned or operated that meet the description of the facilities listed in (a)-(k)) include those facilities designated under 40 CFR 122.26(a)(1)(v). UMENK 1 0 -. yr • n, The precipitation event of a duration which will produce the maximum peak rate of runoff for the watershed of interest resulting from a rainfall event of an intensity expected to be equaled or exceeded, on the average, once in ten years. 25. Total Flow The flow corresponding to the time period over which the sample collection occurs. The total flow calculated based on the size of the area draining to the outfall, the amount of the built -upon -(impervious) surfaces within the drainage area, and the total amount of rainfall occurring during the sampling period. Any pollutant listed as toxic under Section 307(a)(1) of the Clean Water Act. r 8 MI, MM, Grab samples are individual samples collected instantaneously. Grab samples that will be directly analyzed or visually monitored must be taken within the first 30 minutes of discharge. Grab samples for compositing purposes must be collected at no greater than 20 minute intervals. Composite Sample: a composite sample shall mean: (1) A flow -weighted composite sample, which is a mixture of aliquots collected at a constant time interval, where the volume of each aliquot is proportional to the flow rate of the discharge at the time the sample is collected; or (2) A time -weighted composite sample, which is a mixture of equal volume aliquots collected at a constant interval of time. A composite sample can be obtained from the collection of a series of grab samples, taken at intervals of no greater than 20 minutes for the entire storm event or the first three hours of the storm event. The grab sample to be composited must be of no less than 100 milliliters. Vehicle rehabilitation, mechanical repairs, painting, fueling, lubrication, vehicle cleaning operations, or airport deicing operations. Solid particulate matter, both mineral and organic, that has been or is being transported by water, air, -gravity; orice from-i1s sit -of origin which can be seen with the unaided eye. Individual Stormwater Page A7 c. 11� W GM Any non -containerized accumulation of solid, non -flowing waste that is used for treatment or storage. The maximum 24-hour precipitation event expected to be equaled or exceeded, on the average, once in 25 years. Individual Stormwater Page A8 �•ME 101001601• 1. )may to Comoly The permittee must comply with all conditions -of this permit Any permit noncompliance constitutes a violation of the Clean Water Act and is grounds for enforcement action; for permit termination, revocation and reissuance, or modification; or denial of a permit renewal application. a. The permittee shall comply with effluent standards or prohibitions established under section 307(a) of the Clean Water Act for toxic pollutants within the time provided in the regulations that establish these standards or prohibitions, even if the permit has not yet been modified to incorporate the requirement. b. The Clean Water Act provides that any person who violates a permit condition is subject to a civil penalty not to exceed $25,000 per day for each violation. Any person who negligently violates any permit condition is subject to criminal penalties of $2,500 to $25,000 per day of violation, or imprisonment for not more than 1 year, or both. Any person who knowingly violates permit conditions is subject to criminal penalties of $5,000 to $50,000 per day of violation, or imprisonment for not more than 3 years, or both. Also, any person who violates a permit condition may be assessed an administrative penalty not to exceed $10,000 per violation with the maximum amount not to exceed $125,000. [Ref: Section 309 of the Federal Act 33 USC 1319 and 40 CFR 122.41(a).] C. Under state law, a daily civil penalty of not more than ten thousand dollars ($10,000) per violation may be assessed against any person who violates or fails to act in accordance with the terms, conditions, or requirements of a permit. [Ref: North Carolina General Statutes 143-215.6A] Any person may be assessed an administrative penalty by the Administrator for violating section 301, 302, 306, 307, 308, 318, or 405 of the Act, or any permit condition or limitation implementing any of such sections in a permit issued under section 402 of the Act. Administrative penalties for Class I violations are not to exceed $10,000 per violation, with the maximum amount of any Class I penalty assessed not to exceed $25,000. Penalties for Class II violations are not to exceed $10,000 per day for each day during which the violation continues, with the maximum amount of any Class II penalty not to exceed $125,000. The permittee shall take all reasonable steps to minimize or prevent any discharge in violation of this permit which has a reasonable likelihood of adversely affecting human health or the environment Except as provided in permit conditions on "Bypassing' (Part II, C.3.), nothing in this permit shall be construed to relieve the permittee from any responsibilities, liabilities, or penalties for noncompliance pursuant to NCGS 143-215.3,143-215.6A, 143-215.6B, 143-215.6C or Section 309 of the Federal Act, 33 USC 1319. Furthermore, the permittee is responsible for consequential damages, such as fish kills, even though the responsibility for effective compliance may be temporarily suspended. Individual Stormwater Page A9 4. Oil and Hazardous Substance Liability Nothing in this permit shall be construed to preclude the institution of any legal action or relieve the permittee from any responsibilities, liabilities, or penalties to which the permittee is or may be subject to under NCGS 143-215.75 et seq. or Section 311 of the Federal Act, 33 USC 1321. Furthermore, the permittee is responsible for consequential damages, such as fish kills, even though the responsibility for effective compliance may be temporarily suspended. 5. PropeM Righh The issuance of this permit does not convey any property rights in either real or personal property, or any exclusive privileges, nor does it authorize any injury to private property or any invasion of personal rights, nor any infringement of Federal, State or local laws or regulations. 6. Severability The provisions of this permit are severable, and if any provision of this permit, or the application of any provision of this permit to any circumstances, is held invalid, the application of such provision to other circumstances, and the remainder of this permit, shall not be affected thereby. 7. Duty to Provide Information The permittee shall fumish to the Director, within a reasonable time, any information which the Director may request to determine whether cause exists for modifying, revoking and reissuing, or terminating this permit or to determine compliance with this permit. The permittee shall also furnish to the Director upon request, copies of records required to be kept by this permit. 8. Expiration of Permit The permittee is not authorized to discharge after the expiration date. In order to receive automatic authorization to discharge beyond the expiration date, the permittee shall submit such information, forms, and fees as are required by the agency authorized to issue permits no later than 180 days prior to the expiration date. Any permittee that has not requested renewal at least 180 days prior to expiration, or any permittee that does not have a permit after the expiration and has not requested renewal at least 180 days prior to expiration, will be subjected to enforcement procedures as provided in NCGS § 143-2153.6 and 33 USC 1251 et. seq. 9. Signatory Requirements All applications, reports, or information submitted to the Director shall be signed and certified. a. All applications shall be signed as follows: p) For a corporation: by a responsible corporate officer. For the purpose of this Section, a responsible corporate officer means: (a) a president, secretary, treasurer or vice president of the corporation in charge of a Individual Stormwater Page A 10 principal business function, or any other person who performs similar policy or decision making functions for the corporation, or (b) the manager of one or more manufacturing production or operating facilities employing more than 250 persons or having gross annual sales or expenditures exceeding25 minion (in secon(tquarter 1980 doIlars), if authority to sign documents has been assigned or delegated to the manager in accordance with corporate procedures. (2) For a partnership or sole proprietorship: by a general partner or the proprietor, respectively; or (3) For a municipality, State, Federal, or other public agency: by either a principal executive officer or ranking elected official. b. All reports required by the permit and other information requested by the Director shall be signed by a person described above or by a duly authorized representative of that person. A person is a duly authorized representative only if: (1) The authorization is made in writing by a person described above; (2) The authorization specified either an individual or a position having responsibility for the overall operation of the regulated facility or activity, such as the position of plant manager, operator of a well or well field, superintendent, a position of equivalent responsibility, or an individual or position having overall responsibility for environmental matters for the company. (A duly authorized representative may thus be either a named individual or any individual occupying a named position.); and (3) The written authorization is submitted to the Director. Any person signing a document under paragraphs a. or b. of this section shall make the following certification: "I certify, under penalty of law, that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fines and imprisonment for knowing violations." The issuance of this permit does not prohibit the Director from reopening and modifying the permit, revoking and reissuing the permit, or terminating the permit as allowed by the laws, rules, and regulations contained in Title 40, Code of Federal Regulations, Parts 122 and 123; Title 15A of the North Carolina Administrative Code, Subchapter 2H .0100; and North Carolina General Statute 143-215.1 et. al. Individual Stormwater Page A11 This permit may be modified, revoked and reissued, or terminated for cause. The notification of planned changes or anticipated noncompliance does not stay any permit condition. F-IM10 •• r• ml0 3:lurmen'telli M101 2 Zola Killr• •ur:• prover Onetaton and Maintenance The permittee shall at all times properly operate and maintain all facilities and systems of treatment and control (and related appurtenances) which are installed or used by the permittee to achieve compliance with the conditions of this permit. Proper operation and maintenance also includes adequate laboratory controls and appropriate quality assurance procedures. This provision requires the operation of back-up or auxiliary facilities or similar systems which are installed by a permittee only when the operation is necessary to achieve compliance with the conditions of the permit. Need to Halt or Reduce not a Defense It shall not be a defense for a permittee in an enforcement action that it would have been necessary to halt or reduce the permitted activity in order to maintain compliance with the condition of this permit. Bypassing of to water Control Facilities a. Definitions (1) 'Bypass" means the known diversion of stormwater from any portion of a stormwater control facility including the collection system, which is not a designed or established or operating mode for the facility. (2) "Severe property damage" means substantial physical damage to property, damage to the control facilities which causes them to become inoperable, or substantial and permanent loss of natural resources which can reasonably be expected to occur in the absence of a bypass. Severe property damage does not mean economic loss caused by delays in production. Bypass Not Exceeding Limitations. The permittee may allow any bypass to occur which does not cause limitations to be exceeded, but only if it also is for essential maintenance to assure efficient operation. These bypasses are not subject to the provisions of Paragraphs c. and d. of this section. C. Notice p) Anticipated bypass. If the permittee knows in advance of the need for a bypass, it shall submit prior notice, if possible at least ten days before the date of the bypass; including an evaluation of the anticipated quality and affect of the bypass. Individual Stormwater Page Al (2) Unanticipated bypass. The perminee shall submit notice within 24 hours of an unanticipated bypass as required in Pan Il, E. 5. of this permit. (24- hour notice). d. Prohibition of Bypass Bypass is prohibited and the Director may take enforcement action against a permittee for bypass, unless: (1) Bypass was unavoidable to prevent loss of life, personal injury or severe property damage; (2) There were no feasible alternatives to the bypass, such as the use of auxiliary control facilities, retention of stormwater or maintenance during normal periods of equipment downtime or dry weather. This condition is not satisfied if adequate backup controls should have been installed in the exercise of reasonable engineering judgment to prevent a bypass which occurred during normal periods of equipment downtime or preventive maintenance; and (3) The permittee submitted notices as required under Paragraph c. of this section. The Director may approve an anticipated bypass, after considering its adverse effects, if the Director determines that it will meet the three conditions listed above in Paragraph d. of this section. HMMR a. Definition "Upset " means an exceptional incident in which there is unintentional and temporary noncompliance. with technology based permit effluent limitations because of factors beyond the reasonable control of the permittee. An upset does not include noncompliance to the extent caused by operational error, improperly designed treatment or control facilities, inadequate treatment or control facilities, lack of preventive maintenance, or careless or improper operation. Effect of an Upset. An upset constitutes an affirmative defense to an action brought for noncompliance with technology based permit effluent limitations if the requirements of paragraph c. of this condition are met. No determination made during administrative review of claims that noncompliance was caused by upset, and before an action for noncompliance, is final administrative action subject to judicial review. Conditions Necessary for a Demonstration of Upset A permittee who wishes to establish the affirmative defense of upset shall demonstrate, through properly signed, contemporaneous operating logs, or other relevant evidence that:.. (1) An upset occurred and that the permittee can identify the cause(s) of the upset; Individual Stotmwater Page A13 (2) The permitted facility was at the time being properly operated; and (3) The perminee submitted notice of the upset as required in Part U, E. 5. (b) (B) of this permit. (4) The permittee complied with any remedial measures required under Part II, A. 2. of this permit. d. Burden of Proof In any enforcement proceeding the permittee seeking to establish the occurrence of an upset has the burden of proof. PIN r• bins LOI 09J14 lasFAZI. •:• Representative Sampling Samples collected and measurements taken, as required herein, shall be characteristic of the volume and nature of the permitted discharge. Samples shall be taken on a day and time that is characteristic of the discharge. All samples shall be taken before the discharge joins or is diluted by any other waste stream, body of water, or substance. Monitoring points shall not be changed without notification to and approval of the Director. Reporting Duplicate signed copies of all reports required herein, shall be submitted to the following address: Division of Environmental Management Water Quality Section ATTENTION: Central Files Post Office Box 29535 Raleigh, North Carolina 27626-0535 Where required, appropriate flow measurement devices and methods consistent with accepted scientific practices shall be selected and used to ensure the accuracy and reliability of measurements of the volume of monitored discharges. Test procedures for the analysis of pollutants shall conform to the EMC regulations published pursuant to NCGS 143-215.63 et. seq, the Water and Air Quality Reporting Acts, and to regulations published pursuant to Section 304(g), 33 USC 1314, of the Federal Water Pollution Control Act, as Amended, and Regulation 40 CFR 136. To meet the intent of the monitoring required by this permit, all test procedures must produce minimum detection and reporting levels that are below the permit discharge requirements and all data generated must be reported down to the minimum detection or lower reporting level of the procedure. If no approved Individual Stormwater Page A14 methods are determined capable of achieving minimum detection and reporting levels below general permit discharge requirements, then the most sensitive (method with the lowest possible detection and reporting level) approved method must be used. Penalties for Tampering The Clean Water Act provides that any person who falsifies, tampers with, or knowingly renders inaccurate, any monitoring device or method required to be maintained under this permit shall, upon conviction, be punished by a fine of not more than $10,000 per violation, or by imprisonment for not more than two years per violation, or by both. If a conviction of a person is for a violation committed after a first conviction of such person under this paragraph, punishment is a fine of not more that $20,000 per day of violation, or by imprisonment of not more than 4 years, or both. Records Retention The permittee shall retain records of all monitoring information, including all calibration and maintenance records and all original strip chart recordings for continuous monitoring instrumentation, copies of all reports required by this permit, for a period of at least years from the date of the sample, measurement, report or application. This period may be extended by request of the Director at any time. Recording Results For each measurement, sample, inspection or maintenance activity performed or taken pursuant to the requirements of this permit, the permittee shall record the following information: a. The date, exact place, and time of sampling, measurements, inspection or maintenance activity; b. The individual(s) who performed the sampling, measurements, inspection or maintenance activity; c. The date(s) analyses were performed; d. The individual(s) who performed the analyses; e. The analytical techniques or methods used; and f. The results of such analyses. Inspection and Entry The permittee shall allow the Director, or an authorized representative (including an authorized contractor acting as a representative of the Director), or in the case of a facility which discharges through a municipal separate storm sewer system, an authorized representative of a municipal operator. or the separate storm sewer system receiving the discharge, upon the presentation of credentials and other documents as may be required by law, to; Individual Stormwater Page A15 a. Enter upon the permittee's premises where a regulated facility or activity is located or conducted, or where records must be kept under the conditions of this permit; b. Have access to and copy, at reasonable times, any records that must be kept under the conditions of this permit; c. Inspect at reasonable times any facilities, equipment (including monitoring and control equipment), practices, or operations regulated or required under this permit; and d. Sample or monitor at reasonable times, for the purposes of assuring permit compliance or as otherwise authorized by the Clean Water Act, any substances or parameters at any location. r : ' • : ri axelli1 ul .r Planned Chanties The permittee shall give notice to the Director as soon as possible of any planned physical alterations or additions to the permitted facility. Notice is required only when: a. The alteration or addition to a permitted facility may meet one of the criteria for determining whether a facility is a new source in 40 CFR Part 122.29 (b); or b. The alteration or addition could significantly change the nature or increase the quantity of pollutants discharged. This notification applies to pollutants which are subject neither to effluent limitations in the permit, nor to notification requirements under 40 CFR Part 122.42 (a) (1). The permittee shall give advance notice to the Director of any planned changes in the permitted facility or activity which may result in noncompliance with the permit requirements. This permit is not transferable to any person except after notice to and approval by the Director. The Director may require modification or revocation and reissuance of the permit to change the name and incorporate such other requirements as may be . necessary under the Clean Water Act. Monitoring results shall be reported at the intervals specified elsewhere in this permit. The permittee shall report to the central office or the appropriate regional office any noncompliance which may endanger health or the environment. Any information shall be provided orally within 24 hours from the time the permittee became aware Individual Stormwater Page A16 of the circumstances. A written submission shall also be provided within 5 days of the time the permittee becomes aware of the circumstances. The written submission shall contain a description of the noncompliance, and its causes; the period of noncompliance, including exact dates and times, and if the noncompliance has not been corrected, the anticipated time it is expected to continue; and steps taken or planned to reduce, eliminate, and prevent reoccurrence of the noncompliance.. The following shall be included as information which must be reported within 24 hours under this paragraph: (1) Any unanticipated bypass which exceeds any effluent limitation in the permit. (2) Any upset which exceeds any effluent limitation in the permit (3) Violation of a maximum daily discharge limitation for any of the pollutants listed by the Director in the permit to be reported within 24 hours. The Director may waive the written report on a case -by -case basis for reports under paragraph b. above of this condition if the oral report has been received within 24 hours. 6. Other Noncompliance The permittee shall report all instances of noncompliance not reported under Part H. E. 4. and 5. of this permit at the time monitoring reports are submitted. The reports shall contain the information listed in Part H. E. 5. of this permit. 7. Other Information Where the permittee becomes aware that it failed to submit any relevant facts in a notice of intent to be covered under this permit or in any report to the Director, it shall promptly submit such facts or information. 8. Availabi]113y of Reports Except for data determined to be confidential under NCGS 143-215.3(a)(2) or Section 308 of the Federal Act, 33 USC 1318, all reports prepared in accordance with the'terms shall be available for public inspection at the offices of the Division of Environmental Management As required by the Act, effluent data shall not be considered confidential. Knowingly making any false statement on any such report may result in the imposition of criminal penalties as provided for in NCGS 143- 215.6B or in Section 309 of the Federal Act 9. Penalties for Falsification of Reports The Clean Water Act provides that any person who knowingly makes any false statement, representation, or certification in any record or other document submitted or required to be maintained under this permit, including monitoring reports or reports of compliance or noncompliance shall, upon conviction, be punished by a fine of not more than $10,000 per violation, or by imprisonment for not more than two years per violation, or by both. Individual Stormwater Page A17 PART III LIMITATIONS REOPENER This permit shall be modified or alternatively, revoked and reissued, to comply with any applicable effluent guideline or water quality standard issued or approved under Sections 302(b) (2) (c), and (d), 304(b) (2) and 307(a) of the Clean Water Act, if the effluent guideline or water quality standard so issued or approved: contains different conditions or is otherwise more stringent than any effluent limitation in the permit; or controls any pollutant not limited in the permit The permit as modified or reissued under this paragraph shall also contain any other requirements in the Act then applicable. PART IV ADMINISTERING AND COMPLIANCE MONITORING FEE REQUIREMENTS The permittee must pay the administering and compliance monitoring fee within 30 (thirty) days after being billed by the Division. 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Bw e /(,,9F / �.77 ' / LI� ' G 0 C m1I11G YSTENS a0 45922 •l-L-' •�• I N38529 V2433AJ �1. // GI / i // // / ���' ' ,a I - �Y-iS➢rTFC[D COCRETE r •• l4 ��� % �.}. / XBs /'^A''�':// %/// N YAW SSYSIIEM =T AM DET i ate' a, /� VEYCO aVG Na K-33}0S. 9. 11E�V STEEL OkAINAGIPE [ PTO EE SCH D0 CMOd VTON 30 N L THICKNESS R GOAL TAP EPDXY Mn py� rL, }'- L I~ 8 Sn FT. tM MT RDITOX rLLHE AT G41% Ga V/41 S3. Illy 5z5 FT. VIM FLAT DDTTOH PLUME AT G94% OR. 41 SS / V i / / / %�/ )as /�S%i� �/� COATING ON EXTERDSI. TOR EuuCo-C VARIES / �/ /''�! '; �/ GENERAL CONCRETE NOTES D TO MATCH EMIT RAM / /pEON / e / %'/ "f/,,/� , /: i' is • / ° � L ION IMTFRIII AND VORXMML40P SWLL DC M �DINCE F� OiIER SLED � 1 � THE DRAWINGS. y§ icitN / :,: All CONCRETE. WELDING erg RmumouNTs FOR REnsusEn GVRETE. K1- I o- 4 nuE /A Q' •,//' 0 / //, r,/ r EIiKMEED CEINCWHANAA_ OF TE TUESTiC[ FW MTAaING w R I P CL @ 0 �.� 9EGN aurt .. 4 / / / / �'' /'//1.�9 /' R� � a ' '/ /� ACI ]01 SPECS FOR STRLCTLRK CONCRETE FOR DLaDINGS. I I l0u 0.9 V8256p v2z3an / / ,�� �/ �, �/ Ian / RPM ,'/�/ OQ9 / � �:' CRSI RECOIEITDED PRACLICE FOR PIACMG REDi1RpNG STEEL. ecmnsiE Swu D OP3000 Pa msRIESSM STEENGTN ' ' ' M 28 DAYS, OIESS MOlED E%ISiING Nu 4 V ; ; I 4 / / /' ,'i i, �,/;�'; �/ , / E.12; / SRSTN M0 3� 6Q E DEFOUED MRS CRt'peNDEG TO ` O2q �•'/✓/f VME FABRIC FO TO A185. LVFLDED SYLrLL CO ASTM 112 >L�i / \. . % //. / /' ' ',/Y / \ i i' ALL EXPOSED OF 1 CHAKLk, LWEZS NOTERLM4IE SMYL NAVE 3/4 PfM 40 ➢[OEF .. t W. S N FEED CGill Tm.' Kv EIRTN 6CRN CL- 124 v/44 IS ', I DN �//�' ' �b JJ,,((// i/ (p[ cpyp� ftgCLRDS AND �EMIXIffMFNr P� CINTKT�EE�LLTm C tffE 4 E/ :' /A / _____ { / 7.EMEEOFIIT MID SPLUM I.007TG FOR REINFORCING STEEL SMALL \ CONFORM TO ACE 3111 e XILI I _ ., ° ` \\\ / I / /'� / L\ i R PROVE A HNIM.M CO/ER M 3 ICES FOR REMSRCIW STEEL i 0.4 �� J'- 1 ' ' ii •' /i 46'% i i VHCH COCREM IS PLACED DIRECTLY ON GROUND. ° / 1 4 i \\\ i 3'7 '// // B Lx 9. PROVIDE A NDID4N COVER OF 2 INCHES FDA IFIFiRtING STEEL I.Nf;R tNW1 Na 5. MID 1 V2 OFN COON iQt R9FOICDG tlR 5 -_____ . ' X9 / : / I v = F APTER RORVAL OF FDPRS THE OONOR21E is EN•@LD TO �I VFALIER a IN<DRACT VITX 19A1N0. I /9bx / •'�' �' ; ; % LEGEND RET. WALL �� / ° \ T , �/.6M PLANT CONTROL MONUMENT EXISTING CONTOUR 7 N INV. %%j �' a ` 't` '``.. ♦ - _ ��� 3/2 5 9 N _ -> ton, cxNnDuA / 'Coe _ 1771..873 t.72/� \ / •d `'�A\ �A.96\ L ELEV=5.88 •6.10 EzalvG 1.90 ji% / // Ih_ \4\LLI\ `�� ��\ 6.16 A\// �3:�\ / xN B \N\ ' �� • 652 a IS 4 QHORM TO I <VIXTRALI SINE SLOPES T%RAIL '3 s9 a�-PE� EC `\ '�. I MT/. E>. fl � a ATGIN ! / /�% / \` (` Jr lNf S` • S-08 / 1.N% OL LOB: CAALRNt _ h;' // 441P �,t ; _ _ \ _ r06 r LRC aRQQQG.tO` Sol PIPE RACK •P / / //X33 ` ')// / ?, NOT PIPg // //,' � r RACK PERMIT DATE I REVISJOPOORAVD6 ssAL ��V5{��1' � TK 'vLTm°MieRr ADx4 LLTfER We7erleeanr TOILE CIVIL SITE PLANS & y Ra'�tsl 6NZ 41YRO Frd'" 1®N w NQAn eow InRnN N¢ RL ALLMR L1C V. STMER P�•NL►. NMIi CLFL7W PARTIAL PLAN A � M NO. NF M L atP N �1 M. T. ITMUETnfQN. TITLE R I� III��RRIRp�I. IYWOaNllllat NIN aI NiO6Wa M VTT1011 vlmm Ilet-9B nLYTORLTA¢I NNn[CT In EELK PRREET M SEWER MAPPING PROJECT wrz 50-97-2131 COAL PILE RUNOFF MP. P96T OG K L x WVPG 16 $CAI.E AaPImVAL MTF WVpG 16 AN 131-SO-402 ,' • 3D IO-OZ -- 0 0 1p-oz-9e IELEAan Fm rouTRucrml R� rx I 21 3 4 5 6 7 8 9 2 3 4 5 NOTES T. sEE vcrwwoaal mcvluTrol Oesvm EATUA t cawNwTE3 Na 4an O+ NaL o® Sr3mL IT m[R/l Mm R 4 )T SUf M E TTUH 0)1 ri SSTC PREPIPATIM IIm z i. TfP03LWrY VAS rLRKDO ri I m NID CKID MG(r63 ICPOtpIENR rYW VMepq 11RVEY5 IJ✓9 MTM MEVAl ME eAs<a w I[An xw LEVEL a EDLSTm r NYmmTs, rtvs Arm umEDaml+ra 1 Tp VQfVY TC-d [LEVATSO6 rND rTIM SK K M G S K TN NOT TO E Dmm RMST9CniM TOM 6 EIQSTIIG�LNDERriOlrmS KEO2 oc N6TRICT n KV ASRVtT I AY b K SUED TO MAd w NLv STm DYADMK r TO K $ol 14 CIMl01 a ml m Kv EDNYCTE DrtM = SLT:To>v A -A. rim lnATm Ala vxNrR vuvda m-f4-wa n VAIM ON COSTm 18 0 STuu la mm ANO MO, oas rlsEs As xT a TO 1 K eOOVtD r VClibViibpf M0 mANSrEIS® TO 116TN1 NEV fM%iL WALE TK VASTE m TKM N EpO1GCTm! SlMll IL OU MSC UQ1EA 1 L(1E%TE OOCN S MTL SCMIIX SK SATTOATED O= rlAl TIC Emnw KTOCS AM TMV@rr TO vCYC10VETRR2 Lumrni. fi,A wT mn IISEO UDL4 AS%MLT TAAO. soaTuxD DTTn s K MacaLED vtTN otuAaAa nu Arm COVA 440TE n e. mar TO arrSTTe m K �T a AY AND CWCKTE AImKS. TK OOSTW M l VLT TK N OT Kv CQ6TP1FTIIf1 Swll K S� TO ,K Or W.. STDIriO SRL SwLL K IAO+ED m VEVElOVE1LSEWi LMlO'ILL \ Cl O � 2 , \ � m < = IAN. E5 rLrrrt mrtAa - i - A A I s_a t c ry JI i i j y i �e r S01'lYOTt s FINISHED GRADING PLAN SEAI£l V • SD'-S' PERMIT NO. NCS 000 189 OUTFALI 008 NEW ASPHALT ROAD SCAIL 1' SO•-0' PLAN SK AY. m aEvin wA s wIO��KbYAR Tea rAK twECE w wewlaa tlWIL f0 T�WyOWL�YIR�n� TTT[p M, TK Y m K IaTL•O 1I01 Iri6T. M ®6 K O[N MfiM Y[ M MpOrtY K TK KTO.TYObP O3fWtt MO YYLL IO1K Vf0. oanam m onas u wo. w I d> ItT MMIr MOTIeI K3 r. Y'EAQr�Y O0. N %Ci$E1 fX. a STIJEER ,VpaewOY Mn Kr. wOLYT [NO BEY l �r eferl�eYMr PIr..ak.N" CMdW _EL VEYUe401IIR PImCLT 16 KYf W(47 M 50-97-2131 K A Ic MAVaF N6 131—SO-407 SEAIC 1' • so--o D T2-% KT.EASED rOt KM W i A u-a-+e aETFAso roT wKT+•s APPROVK i 3 4 5 6 7 E D LEGEND OONTOf —ca— Nn EmITDAT NYpINIi 6 � �rnsT dm J V®S LW RELEASED FOR BIDS WOODYARD AREA NEW ASPHALT ROAD AND DRAINAGE A PLAN SEWER MAPPING PROJECT WOODYARD DRAINAGE iGVOfi Kl KV -,� — 0 9 4 5 6 7 1 8 1 9 xl SI SI pq, yl SI 8[q, w.� a ______ - I __J ___-_____-_ xL46 D_vG LLIMITS_T_S e N S_21_%_ _ - ___________ ___________ ___ _ _ _ _ ____ ___ i�eao. t LE i _ ��_ - �- Zy�� _ CG i ACCL i = _ x NOTES. � ta•.• _ ____ �[ i �t a aL "., __ _ _ vI. � . -_ ., .� rc AL HE ru <E:. � L CONTRACTOR ATI�ONNDf7 ALLRlT'Y�T� T ,� .5 M5.73 ��_,� r IOR WORK AN] --�' UTILITIES W.I fEWD1ATELY NOTIFY THE OWNERS .29 REPRESENTATIVE OF ANY DISCREPANCIES. x: T ( : T_h_L �a r- z PROJECTMEN BENCHMARK IS PLANT ca Ra i`� MONUMENT 90-17 f COORDINATES N 4749.266, 4575.894, EI-6.65. \ W _..� CONTRACTOR MUST USE CARE BRING CQRRUCTION NOT TO DAMAGE THE }� 6,E 5 Ski 4 �.'� x 4.7P 5 �' �AV � E'= E ': _ MONUMENT. '•+r„��___ _ 3atL � 1 THE SHUTPLE WALL LOCATION OF HE NEW WALL IS SHOWN TI THE LAN � GRAVEL PERMIT N0. CONTRACTOR SMALL INSTALL THE WALL S 000 189 CONTRACTOR 42 \� \\ I WITHIN 5' THE ACTUAL SHORELINE. E ❑UTFALL 007 �55 6 i + j CONCRTF E ' DI 2 48 ETC T72 t 4 �S% ,[ ' �� AL NEt Mh.. ! (\' v - ,. �� TER .' \ GONtAiN!=Nj s� • AREA, ^ 1N aY D N 4.-'43J v . .) �.+ )4 c� Ih S 1 • u � v ' ' MN 145�G- till ///J • 1 `fFM■-1■■■P.-_ Moms WHAPS07. .'tea - _ ,v '(�■1��7n/�1Nh►.tiffs. _ iiPAN _ am GRA SS = i 5. 4/ t x631 i!`� x5. aD�1.. • 4.g8, SSE 5T'' `�•N• .40 6 i� ' x 6.35 6. i b 1 e \ \�. ` N TAL BUILDING SOIL 6 GR t!C A A n 4 \ SOIL t GRAVEL AREA 6.85 1' (REA B SHOP ix 6.3 x 6. 7 n ., \ �o� ' F7.07 .FE.+ 6.81' /� i x .81 \ &91x 6.37 6.5 �i {' x6 s 682 �8UIL0 N p • ' `4 �- [ 76L x $--- .0 10' PVC DI 6§1 _1 • SPHAL 1 626 nC, 0' ! C, ^ DI 62 ____ X 12 3'.- RETAIN NG WALL �__._ __ _ 5�5 �NI YC� :'ql m �p1 �SII (�jl �91I Nn wrzAIl, N6 I Ma S[K DA G na eMxfc a M wan > n< xx T. 15A4NCY � We erLAeefer a0i v �o.�i�i, n[ Dt S EVANS / oma No orx4 awN Mom ac PIT.NrL, Na41 CtnW. nc wan or Tlt Krawomt �. mr+N. ee eru Nif 4e 1� wr. r!e 1RV9 A OIIa1 R Dom. M Mal: a ee! vmort NrTd rrz KYWMEIAR Mm.[cr ND fal( MASCOT 50-97-2131 AM. MNST a6 rL 4 K pRAVr4 M6 SCAIE M , i:Fr t I 131-SO-201 1 2 3 4 5 6 71 1 LEGEND DRAINAGE SWALE SLOPE (3 HORIZ TO 1 VERTICAL) - �Pe- - EXISTING CONTOUR LRff x SPOT ELEVATION D.I.P. DUCTILE IRON PIPE C.S. CARBON STEEL RCP REINFORCED CONCRETE PIPE B T/B TOP OF BANK M.H. MAN HaE C/L CENTERLINE OF SWALE INVERT P.I. POINT OF INTERSECTION PRELIMINARY NOT FOR CONSTRUCTION (GRADING & DRAINAGE SHEET I OF 2 AREA 8 SHOPS DRAINAGE RE-ROUTE & PROPOSED STORM PUMP STATION A SEWER MAPPING PROJECT R p4Vffi M6 AN - - A 9 2 3 4 5 6 7 B 9 DVS LIKITi e H 49 > > > PERMIT NO. N 0000 680 ❑UTFALL 005 _y � w F L NOTES, I. PROJECT BENCHMARK IS PLANT CONTROL x 574 - _W-17 MONUMENT AT COORDINATES ae94, ELAD 5, uw "- 6A - `6_ 6 r I ____ a rh �_ - � � � �_ . �' e n - CON OR MUST uwUSE �— CONTRUCTION NOT M DAMAGE THE MOIIIMEM. 2. T OF V '• + ti V r PLANS - SHEEETAPPRE WALL ISSHOWNCN THE CONTRACTOR SHALL INSTALL ALL -� 1 ' x534 __- \.. _• r \ I1 H _ _ _ • 5Ot WITw - i FIELD 5 FOOT ff THE ACTUAL WATER 3. FIELD ROUTE 6 INCH STIM VATER u 6 i 4192 •-�_ //� r , ;� r DISCHARGE LAZE FROM EXISTING DITCH TOIE IN PO NTHANG TER 625 t,UTED 5•'��ti_ ' LINE, 6 INCH STORM PIPE FRI34 CONVEYORUSING - DISCHARGE M r ' E AC�SSES :' `, - , - -____ ____�__ "_ r- - LINE EXISTINGRCONVEYOR ¢ • _.. s. Y-" - _ c = ' -� ' =-s 1 __,__ � "__ - <: E unm a - . r� - __ • _ _____ •- _ ---- a,4 x6 _ , 6 9tx __ -- i r-+ _""- N - H x 6 ETAL UILD6ING . 2 3 - ,-„.� -_ : i a J•ti .. r� _ Irv, 0 J - 532 c 72 y 9 a '_ x6.70 ��r a+a,� RETAINING V '• __--____ ' ,A'; 2 -- ______ ___ '"__"_" 7 35 42 x 7.35 7 x 0 r c �^ R Il_CIA AR UV D[ AR N �^ .t��_` un L a 60 TIF � i > p SOIL 6 GRAVEL �.. �w _ - I't i GAG- - = x5'9) '""xJ , i x6.73VALL y --x8 .. T 95 < 6.13 OxQUI .. LIOL ~ C MICAL F H �� S T w _ ire Ei .nH x7.3-0 r r CMEH_PREP__ -•�` �~ -- - NOTES, (CONTINUED) ;\• • • • , EGR DE EXISTING �r+_ a `,. T�'•BETAI NTi ALL .. i ` DEMUCK INSTALL T S VALE C EET Pjl, i/ ___ ___ A91 __ iu6r nr¢ ♦: i TAMc• iwK �.•• ` WHERE NOTED SLOPE BOTTOM OF •+r SVALE AT 20 % SLOPE (MINIMUM> TO PROVIDE POSITIVEME ALONG ENT( E IITCH SYSTEM. EXISTING PIPE CULVERTS TO REMAIN. a r 7 x 70 S it -'• ONCRETE " LEGEND r rl ('p[`) r�+'i S _ I DING ` DRAINAGE SVALE ART G D RA( � . x 8.1 SLOPE <3 HORIZ TO 1 VERTICAL)N FENCE" xam 1SE S I� ii n W .•. r NR1IM YueoEXISTING �^ CONTOUR LINE p it r i i i N HOSE r x SPOT ELEVATION z ~ r _; 7 DUCTILE 1FQIN PIPE � i � -� 1 x 1 x B.19 D.LP. P1- x 10. 2 '"FGRAVEL _ __ 9 CS. CARBON STEEL "---o RCP REINFI7CED CONCRETE PIPE B T/B TOP OF BANK / c r r '-FENCE ------ M.H. MAN HOLE A /L CENTERLINE OF SVALE INVERT I C ------ j_OVER AIR tr• TAN( TANK••�>' r P.1. POINT OF INTERSECTION i TRIM T .. OVERHEAMD N - PLATFO2 '•C ETE 1� U-ORAINa 6885 r • M 6886 ' PRELIMINARY ® ---WR�RAI NOT FOR CONSTRUCTION SY RYG Liq SeeNN4� . M V m A >�pY..an Nwuna *. ,K ma*% __ We�erbneauer YRa mu GRADING & DRAINAGE SHEET 2 OF 2 AREA 8 SHOPS DRAINAGE RE-ROUTE & tt i aoaa M ma a m •M' >K roaN,e na vnvrom tx. ��I• PROPOSED STORM PUMP STATION A OIIIrr M aWl MR t ICp. NmJO m vnm, a ara M u wwT Ynwrn ,e„u, 'Vr.PI Yc.wraau Nenrsr ,a uu nmrcT rn tnu SEVER MAPPING PROJECT q IMM 50-97-2131 wv. Mp1Ti a6 u. a c sauna M •M'1A4. dre wYna r6 acv 131-SO-202 - E srt=NAu nt mva sm A aos-w rtecAsm rDlr Am 1 2 3 4 5 6 7 I 9 o�c rm Yl.iy lull _ N r v - ROAD BACK OF CUB V __ — %= :� /--___- ___-__ — PAVEMENT —�CDGE Or NOTES, PULP MILL SEVER c-- 1vv COVERED CONCRETE 00�} _ -D _--_"._--- - TRENCH RENC �1. PROPOSED JUNCTION BOXES, FLUMES,_ I _ TRAVELING BAR SCREEN AND LIFT STATI YET WELL SHALL BE COVERED FOR ODOR -- __ CONTROL PURPOSES. RAI(-R �----- 2. PROPOSED BAR SCREEN SPACING SHALL — OAD T tV ' \ _ _ �I RAC o BE , INCH. w `\ ` _ R KS } w:*\ 3. PROPOSED WEER TIE-INS S SHALL BE F- BR ARRANGEMENTS. �^+ �\ 1`"` ` -� \ \ 4. PROPOSED TRAVELING BAR SCREEN SYSTE �F4 vv v }� , A SMALL 8Y DESIGNED WITH PROVISIONS E FOR Ao "�• :h_ A v ''-'"- `. } 6.78 PASS OF THE FLOW. METAL III 1 �V -r TRIP TOP OF C \;\\ METALPILE iEETI IN " - D OVERHEAD V7ILtTIES (iYPICAU // INV..TAL PIPE pl 4r, "`",_•,+.. .. •• - __ 0.55 h _-;_x �/ 1 II G� } 6,25 / �-------- } 1 •p, fill_ - I C r 7Ip pF I n AI yl °t\ 90-12 1 \\�\ n¢. N 3351578' z_ _ k 4 T0�J0.9T \ \ `� _ ` -� / ELEV =3.88' I p� I � I � • A _- DDjt � � .� "#"'`. � _ �� ,,-' - II��! } . � TATA, Y } Jh \'i�� 2j 20• v - \ C%I11NE'_\ _ �90-13 _ _ 5 ELEv.7e+ t _ C S LAt , - - DK- Ipl' t / LI C t 8 I g" I 6k J PAD b 34D' �• -'� 37i - i •, I L 11 E 1 L LEGEND L^ MH MANHOLE SPOT ELEVATION 8 $ 8 & POWER POLE - •n, NOTES / yYLI 24' DIA METAL PIPES GUY ANCHOR 1. HORIZONTAL LOCATION BASED ON PLANT COORDINATE SYSTEM. ..NAIL sET ® STORM DRAIN MANHOLE 2. VERTICAL DATUM BASED ON MEAN SEA LEVEL. TRAVERSE PpI S 1 3. NORTH REFERENCE BASED ON PLANT COORDINATE SYSTEM. -- � i CNN�RF WATER 4. CONTOUR INTERVAL IS 0.5 FEET. ��� - ELEV,.7,�• pN 5. UNABLE TO DETERMINE LOCATION OR ROUTE OF UNDERGROUND STORM DRAIN STRUCTURES. ra Fv4¢ ¢ 1K npYllT v M �1M C G mumm 4MItNER Wgerbaea�er lwVBfi i[lU CIVIL PLOT PLAN ill LIFT STATION REPLACEMENT .� m>osr�aawwc neTwttv.e Kl¢minua M %""V'N"a C"'B'• PHASE 1 - PRELIMINARY DESIGN A mlwln .e au lm 14f4 M6lA¢! m mlm v m.0 MMI "'r'O1Sp1°®-aT'a 'a SEVER MAPPING PROJECT wrz O1G 50-98-2132 FOR APPROVAL k I K. m, M3 uxs rsnc+M- arz auvon Pn av ias D.a 100—SO-001 I• • m -tbT-TrF. n2'I�.o ate¢ - A 5 6 7 8 9 ll[?3L�7 :T91�V.tlXi]fL•.:!tif�Elu��1f�� 171•J.:i'7(.9�flll.:4}H ' -- Fl/xT.27(?i/[C•S1.i�(xC4F57iLal� 1���� •J -- Ol%C31�:Ihi[I.!b!}I(7F:••s;FiL�:ii31/���� F1lft:F FPS/ [I_•i'LJ■F'- b"liL•7/>•i/���� ' �/T�lrr:1[1L••�T-7R=:3Ilt3r7t_s���� ] i i � !f/ds1C\ifILFfFz71Mt:EiatSi�/s;1���� i��11f����t� r:f /•F/- f7�L:F?�O!Z?I:7FG•i:Fg1�lF1���� � . � � �- � MIIIIIIIIIIIIIIIII (ca1r51r,a/!P'xi■Fs'!4aiF i�M�M>7/rcY Ek/� r!11].116�A/lF"x'i[JY'S4fi�'�/3'.1���� • vi . ��"-'��� a ':' ] Fi/' �1G!+i/CF Llh}! JiF•Itl3u���� WMEMIIII MIT.,{:fitMii.1���� , • • , , FlL27CS�/[R3Z:ll6:7C:71L•}iLi/���� . � i (Fl/:]it 1{;i,■fIL6 i:Jl■EiiiFf �� it-:::�ltil �- iF113s7L'7i�[Ltlis11FLb5'_l■[Sa�lSrl���- r-,; , R7[Ui?.[ SFiia[}.•RL%!■i1iL31i P7tS:1���- , , (t)l�i•:/!,i17[k-aFl[i'.'3ili}i•>•!•LP1���� • (Fl[?lip:F•Si�J[b:LPif■b'-"SCiiL•e1•/•S/���� ELM • ' i�11f�����GItCY1b/� (49[?.li•:1L�!1:1[b:4[FfIZ!46Y1i1.•1•Ftal���� •-��. � r ]•. [ 11. ® .."�.� if�11f����lfif��� ' ✓l' f 71+]bJ �n:1V F lH3 ■�li* ifLfi 1f���� � • • p t ..•r^.%` S. 1'a[✓-1]:.l •}i{a[RtF 7Fa-�I7��/• f���� • ♦' �- ��� � i__ � Jl�.� (!7l✓�i•'1.34I7 Q'"R7FJF'3"li3(•�1•R[1���� 7 rf(l?�ol . , :lcxrL'1rt.�:�iL.u/Rrlf��f�� � - q fir►-..,���:�.��.�.�� � -.��. �. r MEMEMMI'VI" MR VMS k" ttJJIJII llllll ���� l 1 OR CONSTRUCT i DATE O<3��5�4+r_.��['IG71.'7I7m�iii4ii�.:S�['7f7►-"I � . • � ... � I III .. • � ' �� •� ��_ ����� ��� `� 1 III :,�c+i f,��: /•a•.,� � �-�.� \ . i .Tas J, , • r . 4; 1A d 1 1 2 1 3 1 4 5 6 7 I 8 9 11P EL. 543 Wn3922� 525 rr WIN FLAT WTIC]. FLVMC AT 02P4 fit II` EL 52J .EV PIaC GRA[E POP E%TE16 C%ISlwl W, rL,NE EL gp POS�AIT�,E pun To INLET Fl. J2] WV PRECAST IWET M0.0.0 i V2C6)9 CL. 0.23 'A v24Tim }a 1 TOP/RAIL 9.4 ruanzz vz}1a97 I 42 cw WTI - 131'SD-ADI OVERALL RAN - COALYMD (� -- (� - + V2D0D40 r W.99'av195ani 7,5 -A // X V e __+ Im-w-NM CEMLYMI-Smilms L DETAILS ________ I ` 5.7 131-SD-4� RETADUIY WALLS ' SNT 1 -+- -'�- I ----- - D1 h T B.3x l wv. EI. LSf SI / SVKC f wV. R. 224 rvo / t31-SD-AD6 RETADUIG VAlL2 - SYir 2 , •. ' I L T L♦BY. IS Kv wV El IN ,1 rEV PRCUSII RLEi TOP ORATE E 63o q z:f ♦iLP - ?I.ID vEA lf+ / %7.4 r1E1n n AS KS`X4 // . F Ex. WE B.7 C%. PAVED RM0. wV. CL 13'IT" yl FS. N1a36.395 r[♦t rSTAIL YN1 CYST. LRAVCL RM L521. OP rEOa l3'r CKp EXS] caW, tO/�y% �1 1 i J 41ENAIicS✓ 0 )WET 1 / + w [L. ]] N39BS lJ I� vzMis9 V2W939 /RAIL SEE CEIALL 1 d DVL 131-SO- R[y(pK AS i0 W.TC51 N[V WALL '� ��`` N+oz3u vz DaP _ { L DIALING SC / 13�LE _ for u. cur END POSI / / NOTEY -- nStE9[B{IWO V3L-Sa y ( v 7' L CCOtDDMTCS Mn BISED [El NILL SYS / / , v r5'- STEEL PIPE "I U. f W2 P. I TOP, TC S617� 8b% / l _ �e PETniND4 ARD2l _ ___ . t Q`./ / / C T}D04VAR VAS R.R1$"ISHEll SA &W CREED ANDIATONS iGRAN For TN Y WAIflY£ m I �'-/' r IM ♦19 <in L QrTr Wl PRECAST PN.F _ - N o♦ z EL j2f f= _ / / -� , I`/ I / / / EC E MON VORm'A SIMEY$ M0 INTCS ELEVATIONS LASED ON WEAN SEA LEVEL. RADIAL __ 'STACKER-_ r NQ4S42iE v225a INV. EL. 442 FIN L _____-__ W1 E54 r .a // � / / / / a 11tlS Cmt OIW DCS�CWW.TES TIE IPPRmfVIE T IIS l�v aEg POr D[IBCAT AP:ESS FU+ [W' HOG [[ t II"',.trrll' _L. % 1 vzlnsoa -_=-���� ` r- a rtPACTw m FILL w / / 30 SAD .1 AS KG R / / / / CLEAN IA. ERLD rD VEFIiY L a I SCREEN 6 _ /" $�5 I J _ _ _ rD PREVENT FENDIw / / TO / / TIAAT SIOIFY THE r DnsERENr ERDI rNLT S1OVN. NOTIFY THE ENOWEEP. (p. TOWER 1 _ FEY 4'- I'm PIPE 6ss f z33z -�L9.6 \--_ -�:• COAL \ UNLOADING QY / / x58 \ li / / / / / / 4 SPoT ELEVATDNS SROVN AT TIE NOG NEL RETAJNM VALL NEE TOP W SLAB AT TIE EAST EA[[ OF wm. SEE MWING 131-=-1 fiA U 1 r \-ir/ G4DE oP{R r[V I]•- AS S- TOP -ER -PE STL. PIPE AREA AS REn'0. `� [] / , .L H99�41s / / 1 yc^(ea / / bi' na / / / / DETAIL$. N • NAiOl EXIST. x I m WTCN EXIST. GRAN, 1 . / A _ ./\ / / / / / / 3. IEV 1MDITENNICE SLAB [LEVAimNS SIYlL DE C1)LSTRURED AS QOSC AL PoSSIDLC ro tlMi O u P`?rT. -EV. 9 REREVE Ex l2- STL. PIPE _ ♦ / h / / / / / S SMOVN ADAISTIENTS My BE'MBE HERE SLAB NESTS EXIStIKi CRADE AT SLN LM1TS. laf4 tK P r X9.4 __________4� Sggq '� ¢ I - I i •(� 2D .4. SS it 7, 8.46 \ / / / 6 COITRACttR Til vIIttiY TIE-IN ElEVATIQK AND L Tml$ IXISTING RO10UmS LEFOEE gg a QP ' CpREN NO Cp4TRLTRI E - INv. EL. >.90 ' / /, / / / O T. ALL WTS w ASPNALi Of C04STE S71M1 BE •� 3 tl - C i NN3399pp00DyR0 i i' �:�LIU IERYEO1 �AKD TO Ni ACC[PTABLE > E' " vW 1 X .t' .4 Vw29W9S9 .. v24a9.]9 IEEE VJG ❑1-SD-ADS I �' --R>- / / //+ / g.+ `��5 �I k FOI EEi. VALL WiitL TOP r0 , 5.81911,v CDT. EONC LAERI[Z / t P JS 6 ALL JGH NEW t P S AND MVIEDINEEXPANSION TIRSL161 IEV 4MLL NAVE EXPANSIST .DUCT y ` i rT Van Mi 11 K. Ezl,Df;,tkFFA K 4 ' 5.73 ����/ '% MIERIN. ArO SEALANT ALL ARp4Dl EXISTING COI a VCYfR Pot S VEIE DYED MIT USING TW Fp.LpV j�` PI1 I S. N TOME At nnz O. ¢s. w FL, rRANznloo /r / I . ,''�, 4 or VIXERIVLUSER R ERENM BRAVINGS. MNja'y3t X �Y GRADE CMAKZ f K 4I, z / , / S //if biAf, / v -Np 1 LOG FIEL BOILER YS KAN BKAfIT(CD T ¢1P V7,SDA4C '= AAINOW Sim SLR-P� SITION IRW 41 To bl SS. IOP ED2/GAFF VARIES TO w.TC E%1ST. LRA:X�� . s / / 1 / i i ' / ' LING �Y ;aj1DATIW Rµ - CDNJEYO$ NXL �IDLINO 1. 37 45922i'�_ wv EL alo ` 1 0 G�"� //�.7] / / / ° �4' p fAi( YS OD •r NJB325] Y2NJ3D7 V ,// "- [p 9yG �mIL9.'lCw tL = I •• i 145�. �i / ,/ x8.5 i' /%%t ',%/ /N C�MIVE]"� iRAVLEN =NUI7 AND DET ]D-4w 88 I (({{ / 44 / ',% V w ING No W-3 m 11EE1111 SREL NAr'AGF RPE TD W SOI W URIC' NN STm VIM IL'm TILIO] Q CQAL TE EPOrr a yYyy / _J/_J2L T FT 52] . ITS UT WI ION . FLUE At m4n (it 4I S.S. 525 IT . VIN FLAT WTTOI FLUME AT a94X OR. V/A+1 S.S /' I / ,' / ��fi/' '8 j ;i % GENERAL CONCRETE NOTES il"7s' 17 (1S z p I 1 wATMS;GRAM TO w/ /I rr IHCSS OILERp ACLNMI�D E LVTT yW FW VIM T OP x ;;'; / O i' N E DESEGNW[ DPAY �•. j yY1E J KLML, 9,M �4ao ;; / / ; /% ; ACC IaE3�T9E•J BUaDINfi CD)E REOUIREIUIrs FQi REDfQiCEIi I I p- vzxtt.n / •/ J CE FCR CETALLIW I / HP EL- aw/ ; /i%/ / /%SUC'.ED U n S� �S NJLrzD 4 / i, '',%//' % ACI 3Di SPECSTRI;TUML FOR SFtR PBLDOOS. COLSREIE CAS] RECOf4ENDED PRACTICE M FLK11q REDEOKBW Srm. PIl mPRESSM STRENGTH SW.L LIN , a IWA ss NOTED3D0D E4STUG Na 4 �( (} /' }42� ' ' j i,: / q ; �' j 2 /( /� t 8.12,/ 3REDfSRCTNG Srm SKILL zE DCFOLED 4VfS LVi'WOEG ro ASIN A613. OAN 60. TPAN:rE> TOVE t I`2 . . ; (/ / ; , , \ / : ' `~�'' / VOS FABRIC SNALL COEOM m ASiN AIM / I / i/ Zz(`O ;%w/i AviLMO 112 \ / / '•✓, \ +i / S AU EXPOSED - CNtAN SS WEDC0p1FCRElC/CSIMIl NAVE 3/1 Dd AD ➢[[iEE 4n 1 ( BIsrE.YEK $ H FEED CrkYE FOR is+ rcv EARTN N:RM CL I24 Yi.l SS. ./yf / / 'w �// wv. �, i'i/, // , / �/ r' / B%V DE A w"E WVOt 1 INCH FW REDIMCmt `L BI dlt7rs M0 E0.11PNEM PADS IOi I CONTACT VPN cm STEEL C 7.ENBE1%EIR ADD SPLICE LENGDIi FM REINFOCING STEEL D L \ 1`V @PORN TO ACT 31893 XIL4 I _ __ (/ o .`, \ // / i ;' ice/ // 1 E srm PRUVIWmAaa mv�R,1Y ON 0.4 I ' .. 3.] '/, y / r`\ WHEN Is R GIMPUDfOICDG ' I - � o / \\ • /' ' 9 PROWIP T'LAN�ib�3. MMOt tt wi28 AVER F�C�MG w S _ : IONITER O Or P12 THE DUCI[ a E]A6FD m �, 3 vCAT[R O IN COwTn WITH LEGEND RET. WALL 9bX\ ( i %' // j/ // " c T /,S'/�\'y,/� r i ` 4,44 38 „' ':' /' \ - 625 PLANT CONTROL MONUMENT EMIIN(ii CO(IDUR ;,'/ INV, \ �\ y \\ -T- NEW COrtOIk /hl'ri%/ \`� J•� - y �. V I iff.875 4.72 , •4] `��!` \ 'foe •b40 i ELEV?5.88490 [mTvz /'/'/ //; '�/� // ` NEW //: /,//, ' �__ 1 A`A.\/ \ 5.63• B "'^^^ILLL:::� \ . 5,04 m SS 4 (NORM TO 1 (mTEDALI S N AIPCS1652 T/RAIL •3.89 �( C . \S ( W. Et wvur aEva�' / b;% ' .;�// 1 \ •' `i� C CNf • sne ' ; / IAfI UL L.B% aNISNT // // FOIL LM ALA Km \S.oI\\ 1/5.3 ❑` PIPE RACK /r //76 /�' NOT LIS ED IN A PIPER \ / CURRENT PERMIT �K `I ROL R Ilow VIOXIAPPimlRE SEAL g, �� 9Q 6 1 R tRAM A�i M Ors A E LLTA m A LUDER Weyer2,esaLer ERMVB4I TOLE CIVIL SITE PLANS PARTIAL PLAN w a�o.N M Amm" O iK VErteYYIO OL V. $T4Lfi P�ffA�r N" CAAd1.. A RN CAEDID ID DDO6. O Rp M NP. T. LTARICY SEVER MAPPING PROJECT vE*ERNAEuroI PIOECf 1¢ LO't 50-97-97-2131 �LIAAO A.QL o n's xnwn men4N OAT[ 18-DE-9e COAL PILE RUNOFF AA. F1OM O4 LG L L tlMVDO'C XC AFPIOVAL DAME BMVINL NO RCV 4--et-x 131-SO-402 1• • JD' 10-D2-98 X5�- - 0 RELEASED FOR CONSTRWIDN AL Tx 1 2 3 4 5 6 7 8 9 2 3 a 5 NOTES T. zcc vcr zr¢azuTtw arzoim cm L cmmDlAra ws u4D w xul am ssra mvaimi IV mcw. = R 4 OFSv15%Aa ovlmAr01 Ar m zm wvruTro� wm Lzclomo Z z. mmrAP.rr VXS ruravo n w w Alm CPEEO a arn�i. i r.m. VA an h.n w LW T VAT ARC MSm ON Km Su I2VCL S. iImsT r NYYRM . MIS Afm UIMRiARM 3 @(IRAC19tTO W y M-DI p VAnwS Mm TORS OT NN IRIROGImCms T40S n1m SI SS OK C SW K Tw MI TO C.wYl OAM MTTMKTIOI L COK..[r!N S KW ATP1wLT ROAOVAY S K S TO N1 a Kv sTm n.wvz r=m K Sw w cwuw wml s¢ sccrm� A -A, iu STfn Wv AIm mivei s ia►mxneTc s V.Tot a c=Tm 10O 1 suLL m uaR A.m rsuR MSTu TRrCS Az RR D m K RaRn� sr vcrTsvarsQ nm TTtw15{yR3D TO nsrAu Kv cn.oSTC WV M VASfE YKAiKIR ARFA [RORKIOI S1NLL roRxx M SATmD �s rRw M Emnw IL wAV USE w KW C TT 9m S1 IWTa omV MTOUK =D umm wn.WLT muo. D "DITOLS�S.MlLOK w� LED [RwRLAR rTu AIID C9IACTCS Harr n 6 PRM TO rA6T TW Kv AQ.KLT R AY /I® CUOSIC In S. TK EIQSTN. STLS ViT.w M ARu v Kv mrtmTK SMALL K STISMD TO A Sfl+rM Or Sr'. SOOP.ED SOR SWi1 CC ROQV® m vrYoew.umrs Lwanu. W ,\ � U � jA k A ! c _ S%'JYOM PERMIT ND. NCS 000 189 OUTFALL 008 - ' I Ja IA f 1 FINISHED GRADING PLAN zr V - W'' NEW ASPHALT ROAD PLAN SN V - W.' & ...a a �Mpp. �rt M1, M v m IL RLM1wO W. Tn61. M 6 V K[AR`K1 ce K MTM � Wererl "V Wr ®ewe orAs vo v �oua. K L1L L TrNR[A m a. N. k C..-H.. RRK R� RRRn wwRai MIWFOMMwM!®1 mMe we ...1 .or mo, AR. L rRAeY w TRR�s R.K RRnR.Rm r. bra ur. R� emrna m miaK. u wo. K Q vinart Werra wm KYWIWI501 vt4[cT .n Ku �• �'STr C1.G 50-97-97-2131 RL \ K OMVMN M SCK[ 131—SO-407 IIao $ 61 7 9 F E D LEGEND Tn.roLw —Rn— Mn �rouR d rO rmT NYpfNlrwwr ® msro mT C WV TOII VALVE N'rv> A% E ATVON lw LMJ VOOGS Lm RELEASED FOR BIDS WOODYARD AREA NEW ASPHALT ROAD AND DRAINAGE '.. PLAN SEWER MAPPING PROJECT WOODYARD DRAINAGE gGVOri 16 LL\' A O 9 t 9p� �ppZ E 3 4 5 6 ygy, pgq,7 �yq B 9 DV6 LD S t N Wa xl xl xl .1 �•"� ����a� �._ r_ ______ — (_ _—•\—_ —__ J x 1.46 — L '1( f to \\ NE T '-'w._ �n NOTES L ND ELEVATION SHALL VERIFY RTHEGR LOCATED p U�TILI7 ES PRIOR TO BEGR�NING�VptKD AN �,.� H•"^• x6.i IMMEDIATELY NOTIFY THE OWNERS P �� •` 'i \ 29 ^ / REPRESENTATIVE OF ANY DISCREPANCIES. .. •.� - _ • ',' - 2. PROJECT B 0-11 2 COORDINATES PLANT CRlTROL N 4749NT mm!, W !.894, 6, /CONTRACTOR MUST USE CARE DURING CQlTRUCTIIN NOT TO DAMRGE THE x4.72 _0-� �� IQNIEIIT. p �' �nv a THE ETPILE APPRWALLEIS LOCATION ON THE � iGE - �9A GRAVEL A A ,� CONTRACTOR SHALL INSTALL THE WALL v PERMIT NO. S 0001189 rc T 42 \ \ WITHIN 5' OF THE ACTUAL SHORELINE. E vK Bo •� vv x _�� v - ❑UTFALL 007 7. A T \\ A e ' L 55 6 S•. i CO+MRC. TI DI 2 48 fiE " -_ 7 E L i I i72------ -7- L i4 A `w. i n n .. x � G � 1. TF{j � ' • L ' CONTA3NNENi � I i 10 d6 D LF . i•. 1- cv' r> 4 17 0l 6 4A� y 'q S I ry„1p_� 7 t r a) M" t95 _ SOIL 6 AVE AREA 6.O imm \ METAL P, BUILDINGS 5.98 FiE.• 6b4' fY GRA yGP c o:. r NO ` VEL RO SE /// AD _ 625 x 6.78 / PF7 GRASS AREA, `\ -, R➢'33• G��/-_ C CONCRETE' • 0 /j'6.00 •� ' !>m • x .. , -.•'. 6.35 / 59 Mrft ' 4 .4 x6.3! - /// ..^'i8. SE ' l c LEGEND S. / \trT�DRAINAGE SVALE /i SLOPE Q MORIZ TO I VERTICAL) �f`yy b r \ vnu ` M TAL BURDING x 6.35SOiL 6 GR EC' / A n \\ ^`x SOIL 6 GRay.�\ AREA 7O7 �� 8- EXISTING CONTOUR LINE R�/ I� FFE.• 68i' // / `"I .3 x6. 7 \ \ 6.91x x SPOT ELEVATION r� 6.37 �• 6$ i/ . x6 ! 682 ,8R µ� D.I.P. DUCTILE IRON PIPE C.S. CARBON STEEL —i / x . -_-- RCP REINFORCED CONCRETE PIPE B w T'i jp' PVC + DI 694 76IO' T/B TOP OF BANK I l .i 0 A „• SPHAL 1626 DI 62 M.H. MAN MILE - -i SS`` C/L CENTERLINE OF SVALE INVERT x 12 3'. RETA iWALL "" """ "%S , P.I. POINT OF INTERSECTION SI SI$ 0pT t M t60 PRELIMINARY S 4m NOT FOR CONSTRUCTION ro "n ro I ar< IiiK me ewvet a nr "�" er ^r eu. T' KEARNE)' ire erieeuer �� trK GRADING 8 DRAINAGE SHEET I OF 2 �»# AAREA 8 SHOPS DRAINAGE RE-ROUTE & A WN nr mno nc .c.awom a �1i PROPOSED STORM PUMP STATION mrrrr w rru wa ■ um wv rroscr rmc �ma�mmias eemn,u SEWER MAPPING PROJECT wac a rn vnror wens yn vnaworsa MRlLT ro Dro - 50-9797-2131 'w' e40JlLf am )L t K otAVDm ro STAIL AMgJ�L D•TL DbVDR ro rCV A saR-wDim 131-SO-201 I'' w - - A 1 2 3 1 4 1 5 6 7 8 9 2 3 4 1 5 b 7 8 9 _M ! LINKS lN19N0_ !__—_____—__ x________ c — PERMIT NO. N _—_____ 0000 680 - — — __ — — �_____—_________ —mu OUTFACE 005 ` F r : - NOTE& - I x LPR0..ECT BENCHMARK IS PLANT CONTROL .. .._ x 5.7 _MONUMENT fiLA.65. N 4749.266, V 4575.894, u CONTRACTOR MUST TEAG�fNG O 6D --6 A'— - DAMAGE THEN C�TION NOT QIUN 2. THE APPROXIMATE LOCATION OF THE NEW . t+ r r fr _ ; �`-�_ "• : r. SHEETPILE WALL IS SHOWN IN THE PLANS rc `r CONTRACTOR SHALL INSTALL THE WALLA r I WITHIN 5 FT OF THE ACTUAL SHDRELI 3. FIELD ROUTE 6 INCH STORM WATER %/��✓ �' TO DISCHARGE LINEANT FROOM EXISTING POLLUTED a , 3� R r s ` a %I ^� / WATER LINE. FWY 6 INCH STINiM 0 o k �6.25 8 s =�+ _ / •,__ : � __ - �� USING DISCHARGE PIPE FROM CONVEYORWHERE - _ _ _ r ROD AND CLEV[S HANGERS. WHERE NE C1 LINE CROSSES EXISTING CONVEYO2 - 7777 E 4 587 x x GIB x'Sb3 `. 6 9Ix j --_- - _.' - x 6 MEF Al BUILD 7DNG .32 i I. L a _ .; •� ;; - 72 _ 3 . - r 1 yam_ x G70 ' R TAN r ______ 7 _ � x ... - ___............. ].42 ______ __ - x 735 r ' SEE x7.35 Q,L P P •\i r � )� T - a-S R IL OAP AR 0 DI AR - -- ♦� r une 'A SOIL 4 GRAVEL ARE �• ` WALL �q+ a,-; d x �xJ 4 ' ` 6.73 r �� x _ 57 r bT 95 6.13 �`� J ' 815x pp C MICAL P. S T P I6 0%YGAGEN 0%SGEN f�J "t24' UD V/GRA T hI 1 x7.30 CHEN_PREP ` - - NOTES, (CONTINUED) • • ,`4 • • ,. + 4. EMUC AND REGRLL DE EXISTING rL, `_____- .•T�—'�RETAi NGi ALL 1 DITCHES, C IE�N ��/ ___ __ _ .; - .� ••.• WHERE NOiEA SLOPE BOTTOM OF `+� r SWAL.E AT 20 7. SLOPE (MINI") L r rwNX �r -.f TO PROVIDE POSITIVE DRAINAGE ALONG ENTIRE DITCH SYSTEM I EXISTING PIPE CULVERTS TO REMAIN i x u it G D _• ONCRETE • '• i LEGEND • S0 S{ ' 'riir BIDING I DRAINAGE SWALE G D RAI AR x 8.1 \ I la I SLOPE (3 HOR Z TO 1 VERTICAL) i 'Orr+ii-md`r \ W Aw FENCE\ Auo '-6^ EXISTING CONTOUR LINE P i i4 iN i i HOSS c ' > x SPOT ELEVATION "'^� _ ( .,:G IRIIN PIPE GRAVEL •. / /,{. �, � - d 7 x8.19 D.N.P. DUCTILE 1°" x 10, 1 ` ',_ _ ■ `--- - x 8 C.S. CARBON STEEL —� RCP REINFORCED CONCRETE PIPE T/B TOP OF HANK - ` u l �------ M.H. MAN HOLE /L CENTERLINE � SVALE INVERT TAM( '• I N ------ , ( TMJc TANK TA 1. LOVER AIR, ` Pl. POINT OF INTERSECTION .N Ip rkU TRIM T .. r � OVERHEAD ,• •. 11IM14 VIAPLATFIRM '•C CONCRETE U-DRAM 16885 r ` e N 6886 ' PRELIMINARY --R,r<RACK_ NOT FOR CONSTRUCTION M4 LINT !lNN 4 4 ° NA M v6m6JULNS >r/A na ewM N Tre weam v M R N996 M OM rpNyr N[ sY T. KIAkCY = EVM4 We�erdeeaeer Y!a TTilt GRADING & DRAINAGE SHEET 2 UT 2 AREA 6 SHOPS DRAINAGE RE-ROUTE & A M wean. v we Nnnamr a PROPOSED STORM PUMP STATION 0MM1 M Mi 4f L 1we. "1''PrmjtcT vcTmwalun rco ccr ra R1N tm SEVER MAPPING PROJECT �100^ae•O1O�w xnc v Mr mNlrt wrnT y,Trz 50-97-2 972131 AM. IRp4:CT aG �. a c DIAVO4 M MAPIK GR 0U.V9G r0 ILLv 131—SO-202 '"'" rn.ATA .nr- ITnw sue. A 3-09Ae w 1 2 3 4 3 6 1 7 8 9 2 3 4 3 6 7 8 9 easert v.+s CURB ---so—t _� ASPHALT ROAD � sArx OF � e F �. ,-] i ,,---__-__- E 'IF PAVEMENT NOTES- \ ZZ --____ PULP MILL SEWER COVERED - CONCRETE H. --- 7 _ --__ _ TRENCH I, PROPOSED JIRCTION BOXES, FLUMES, TRAVELING BAR SCREEN AND LIFT STATI VET WELL SHALL BE COVERED FOR OAR - CONTROL PURPOSES TRA o 2. PROPOSEDBAR SCREEN SPACING SHALL BE INCH. CKS ,, �� 3. PROPOSED SEWER TIE-INS SHALL BE + MADE USING TEMPORARY PUMP -Ali ARRANGEMENTS. •,• ��� 1 -� 41\ 4. PROPOSED TRAVELING BAR SCREEN SYSTE + \ + 41 \ _�� SHALLL BE BY DESI N WIFLOWOVISIONS E P •�-� da :. -� _ A )� __"''\ �� + 6J8 METAL S ICE A,� T OP TOP of c ' --� '�_ = i /^ F c gNC METAL SEETI n \�\� -.'.� _ / �// ��•-• PILE Liu R Q� VC AD U77LTi1FS (iYP1CAUlNVMETAL PIPE �1+.:. - -- _ —k—� i + lilt625 h C +- 1 TE'LEVw p p� D v q a �.. A`v � I II . 1 pl a 1 1 \ RC\ \ \ �\ - i B _. 90-12 \ ¢N 3551578' 1 f - TOP•10.9T ` - -- t i �i + i I - ' Fe I 1 1 .• ti� - - 1 �/� v IqI V 2502701' a _ i w v'o 10.26 FENCE - +— CQi i C o t4 k ...•..' 11 PAD ( I i Uf N ENaEI 1� LEGEND MH MANHOLE \- o,p08' oner' o SPOT ELEVATION POWER POLE NOTES, / - - 24' DIA. METAL PIPES GUY ANCHOR 1. HORIZONTAL LOCATION BASED ON PLANT COORDINATE SYSTEM.NA \// m STORM DRAIN MANHOLE 2� VERTICAL DATUM BASED ON MEAN SEA LEVEL. .TRAVERSE Pl S / \ 3. NORTH REFERENCE BASED ON PLANT COORDINATE SYSTEM. '- '-�� _ i CONTROL POND a� 4. CONTOUR INTERVAL IS OS FEET. �`\- CONTROP OL yNl 5. UNABLE TO DETERMINE LOCATION OR ROUTE OF UNDERGROUND STORM DRAIN STRUCTURES. Ms_uncols stK vArrc rmE A RELEASED FOR MPRWALGMeuveR 6 M IOYiY V M 6 G MILIOt `rM G We�ei•;ieewer CIVIL PLOT PLAN "Imow e,Me�aomP6..r4 N.A C«.IE.. 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