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State of South Carolina Monitoring Strategy for Fiscal Year 1990 Technical Report No. 001-89 _E-~~~~~~~~~ ~COAST/AL ZiE271 INFOR6MATI C ii. --R Bureau of Water Pollution Control Office of Environmental Quality Control South Carolina Department of Health and Environmental Control 2600 Bull Street TD Columbia, South Carolina 29201 224 .S6 S72 1990 �) STATE OF SOUTH CAROLINA MONITORING STRATEGY FOR FISCAL YEAR 1990 U. S. DEPARTMENT OF COMMERCE NOAA COASTAL SERVICES CENTER 2234 SOUTH HOBSON AVENUE CHARLESTON, SC 29405-2413 Technical Report No. 001-89 July 1989 'rIoperty of csc Library Bureau of Water Pollution Control Office of Environmental Quality Control South Carolina Department of Health and Environmental Control ~. F ,v[. FlrARTMENT OF COMMERCE NOAA .; '' Ae ' ~ W SERvICES CENTER : : !LJTH HOBSON AVENUE :-, iTON SC 29405-2413 TABLE OF CONTENTS Pagie List of Tables ..............................iii List of Figures..............................iv 1. Monitoring Strategy, South Carolina Department of Health and Environmental Control ..1............... II. Overview of the South Carolina Water Quality Monitoring Program.......................... 3 III. Fixed Monitoring Network....................... 8 A. Primary Stations......................... 8 B. Secondary Stations ........................11 C. Sediment Stations.........................12 D. Schedule for the Ambient Monitoring Program for FY 89 by Laboratory District.................16 E. Basic Water Monitoring Program ..................19 F. Biological Monitoring.......................20 G. Shellfish Monitoring........................27 IV. Intensive Surveys and Special Water Quality Studies..........30 A. Point Source Wasteload Allocations ................30 B. Special Water Quality Studies...................31 C. Lake Edgar A. Brown........................31 D. Clean Lakes Program........................32 V. Wastewater Discharge Compliance Monitoring ..............34 A. Compliance Schedule Tracking ...................34 B. NPDES Self-Monitoring.......................35 C. Federal Compliance Evaluation Inspections (CEI)..........35 D. State Operation and Maintenance Inspections............37 E. Compliance Sampling Inspections..................39 F. Performance Audit Inspections...................41 G. Technical and/or Diagnostic Evaluations..............41 H. Pretreatment Program Audit and/or Inspection ...........42 VI. Quality Assurance/Quality Control Procedures .............43 VII. Emergency Response ..........................45 A. Spill Response Team .......................45 B. Spill Prevention Control and Countermeasures (SPCC) ..........46 C. Fish Kill Program.........................47 D. Technical Assistance ........................48 VIII. Complaint Investigations.......................50 -1- IX. Drinking Water Supplies Monitoring Program ..............53 A. Microbiological..........................53 B. Inorganic Chemical.........................53 C. Organic Chemical .........................53 X. Ground-Water Protection ........................54 A. Permit Issuance ..........................54 B. Enforcement ................ ...........55 C. Water Supply ...........................55 D. 106 Program............................55 E. Underground Injection Control Program ...............56 F. Underground Storage Tank Program .................57 XI. Solid and Hazardous Wastes Facility Monitoring Program ........57 A. Solid Waste Facilities ......................57 B. Hazardous Waste Land Disposal Facilities .............58 XII. Laboratory Support...........................60 A. Laboratory Services........................60 B. Analytical Services Quality Assurance Program...........60 C. Sample Containers and Preservation ................61 D. Laboratory Evaluation Program ...................63 XIII. Data Handling ............................65 A. Ambient Stream Data........................65 B. Special Study Data.........................65 C. Compliance Sampling........................65 D. NPDES Compliance and Self Monitoring ...............65 E. Federal Operation and Maintenance Inspections...........65 F. State Operation and Maintenance Inspections............65 G. Fish Kills......66 H. Oil and Hazardous Mat'e'rialis'........................66 1. Biological Monitoring.......................66 XIV. Appendices ..............................67 A. South Carolina Department of Health and Environmental Control Primary and Secondary Stream Station Descriptions listed by Laboratory District B. Primary and Secondary Stations Listed by Region Showing Individual Parameter Coverage C. Trend Biological Monitoring Program Station Descriptions D. Shellfish Station Descriptions Listed by Area E. List of Facilities Requiring Federal Compliance Sampling Inspections by EQC District -ii- LIST OF TABLES Table Page 1. Sediment Stations.........................14 2. Fixed-Station Biological Monitoring Program Biological Community Coverage and Sampling Frequency.......22 3. Fixed-Station Biological Monitoring Program Species Requirements and Sample Size Restrictions for Tissue Analyses .......................23 4. Fixed-Station Biological Monitoring Program Proposed Number of Tissue Analyses by Station Type........23 S. Fixed-Station Biological Monitoring Program Organic Chemical Parameter Coverage and Proposed Sampling Frequency for Tissue Analyses..............24 6. Fixed-Station Biological Monitoring Program Inorganic Chemical Parameter Coverage and Proposed Sampling Frequency for Tissue Analyses .........25 7. Fixed-Station Shellfish Monitoring Program Physical and Bacteriological Parameter Coverage and Sampling Frequency......................29 8. Office of Environmental Quality Control EQC District Directory......................51 9. Sample Chain-of-Custody and Data Flow - Division of Analytical Services .................62 LIST OF FIGURES South Carolina Department of Health and Environmental Control Trend Monitoring Network - Primary Stations................10 South Carolina Department of Health and Environmental Control Trend Monitoring Network - Secondary Stations...............13 Primary Stream Monitoring Stations - Lower Savannah District ........A3 Secondary Stream Monitoring Stations - Lower Savannah District .......A5 Primary Stream Monitoring Stations - Trident District............A8 Secondary Stream Monitoring Stations - Trident District...........All Primary Stream Monitoring Stations - Central Midlands District .......A14 Secondary Stream Monitoring Station - Central Midlands District ...... AI Primary Stream Monitoring Stations - Pee Dee District............A17 Secondary Stream Monitoring Stations - Pee Dee District...........A20 Primary Stream Monitoring Stations - Appalachia II District.........A23 Secondary Stream Monitoring Stations - Appalachia II District........A24 Primary Stream Monitoring Stations - Catawba District ............A28 Secondary Stream Monitoring Stations -Catawba District...........A31 I. MONITORING STRATEGY -SOUTH CAROLINA DEPARTMENT OF HEALTH AND ENVIRONMENTAL CONTROL Puroose of This Strateczv The purpose of this strategy is to establish overall goals and objectives for those key elements of the environmental quality monitoring program which are most needed to achieve the goals of the South Carolina Pollution Control Act (PCA), the Clean Water Act (CWA), implement applicable State and Federal regulations, and implement the EPA Environmental Monitoring Policy. Water quality monitoring provides the data needed to regulate sources of water pollution, assess the quality of the State's waters and evaluate the environmental effectiveness of the South Carolina Department of Health and Environmental Control (SCOHEC) water quality programs. Scooe of This Strateqv 1'Environmental quality monitoring" is defined as the set of activities which provides chemical, physical, geological, biological, and other environmental data required by environmental managers. For the purpose of this strategy, water quality monitoring is limited to those activities involved in the State implementation of the Pollution Control and Clean Water Acts in inland/coastal waters. "Regulatory monitoring" is the collection and analysis of ambient data needed for establishing environmental quality-based permit requirements and for assessing-~and enforcing compliance with permits. Regulatory monitoring also provides data necessary for addressing environmental quality-based assessments of ambient water related to point source and, to a lesser degree, nonpoint source influences. Regulatory monitoring for assessing and enforcing compliance with permits is included in this strategy. Statement of StrateQv Ma.ior Obiectives: This strategy establishes three major objectives for S`CDHEC's environmental monitoring program: 1. Advance the Regulatory Monitoring Program: Regulatory monitoring for establishing and enforcing environmental quality-based permit requirements is the highest priority of this strategy. The goal is to provide comprehensive, reliable data to SCDHEC and EPA for environmental quality management, construction grant and permit decisions. Attention .shoulId be given to identifying new problems as well as to controlling known problems. 2. Conduct Sound Assessments: Environmental quality assessments are defined as the analysis of environmental data to determine the quality of the ambient environment. Assessments may use a number of different kinds of data, e.g., concentrations o f pollutants in receiving Waters, number of reported fish kills, and the amount of impact detected in natural biological communities. Projections of future conditions may also be done using detected ambient trends and data on expected pollution loads. 3. Evaluate Control Programs: SCDHEC will utilize its formal program management and reporting systems for guiding SCDHEC environmental quality monitoring activities and for evaluating SCDHEC program performance. Program evaluation studies use environmental quality assessments to evaluate the 'effects of pollution control programs on environmental conditions. Program evaluation studies will be performed as needed to evaluate the environmental results of major SCDHEC programs. To the extent feasible, data will be extracted from on-going SCDHEC regulatory monitoring studies. Additional goals required for the accomplishment of the objectives outlined above include: Imorovinci Data Ouality: Quality assurance/quality control will continue to be a high priority. The goal is that all data used by SCDHEC for decision making will be of known and sufficient quality for the intended uses. Data Manaciement: The goal is that data systems will be made more useful so that SCOHEC managers will be able to use ambient data and assessments to determine the environmental impacts of decisions. This will be accomplished by cross-linking existing data systems and developing . interactive data retrieval and analysis mechanisms usable by line managers and staff. I.OVERVIEW OF THE SOUTH CAROLINA WATER OUALITY MONITORING PROGRAM Under the Pollution Control and Clean Water Acts, SCDHEC has been delegated certain water quality monitoring duties. These include regu- latory monitoring, water quality assessment and program evaluation as needed to fulfill the requirements of the aforementioned Acts. Within this framework specific responsibilities are as follows: A. As first priority, the collection and analysis of data as needed to make water quality management decisions: 1. Identification of waters not fully supporting designated uses and priority waterbodies, i.e., those waters most needing water quality-based controls or other actions to protect the designated use, and preliminary determination of the reason(s) for nonsupport when this occurs. Inclusion of this information in the biennial Section 305(b) Report to Congress. Focus is on toxics as well as conventional pollutants. Simple screening techniques may be appropriate for many situations. 2. Development of needed water quality-based controls for both conventional and toxic pollutants. For toxics, use of both the pollutant-specific and the biomonitoring techniques, as appropri ate. 3. As needed to supplement State and Regional regulatory moni- toring, writing effluent and ambient data collection require- ments into permits for identifying waters in need of controls, developing controls, and assessing the effectiveness of these controls to ensure the use is maintained or restored. B. Performance of any additional monitoring needed for the Section 305(b) Report to Congress, including monitoring needed to determine the status of waters not meeting designated uses and the preliminary reason(s) for nonattainment. C. Ensuring that needed environmental data are provided to EPA, including appropriate assessment data; appropriate screening data; and all regulatory data, including data needed for approvals of water quality standards and wasteload allocations/total maximum daily loads. D. Ensuring that appropriate quality assurance/quality control proce- dures have been followed for all data used in State decision making and for all data reported to EPA, including data reported by dis- chargers. To accomplish these responsibilities, several types of monitoring activities are carried out by SCOHEC's Water Quality Monitoring Section, Facilities Compliance Section, and Bureau of District Services person- nel. "Monitoring" is a simple term describing a multifaceted area composed of widely diverse activities. While there are different approaches and philosophies of water quality monitoring, it should always be remembered that monitoring is not an end in itself but is only a tool or mechanism to achieve a particular set of goals and objectives. -3- The primary goal is the attainment and maintenance of fishable/swimmable waters wherever possible as mandated by the Clean Water Act (CWA). The philosophy of water quality monitoring in South Carolina has been the recognition that monitoring is basically a service activity for the generation of accurate and timely data needed by program and admini- strative decision areas. Monitoring is a-multifaceted discipline that requires a great deal of attention to each of those "facets" in order for the resulting data to be useful. Beyond this, however, is the necessity to use the monitoring area as a vehicle for a cohesive, interrelated approach to water pollution control via the diverse types of data that are a product of the monitoring system. It is through the monitoring program that sample acquisition, data management/reporting, program needs, committed tasks, and other such Departmental functions all meet. Thus, it is at this natural point of confluence that much opportunity is afforded for integration of sometimes apparently non-related tasks or programs into a step-wise, interrelated approach to the protection of water quality in the State. South Carolina's monitoring activities can be separated into three broad categories based on the types and intended uses of the data col- lected. In the following sections, each of these categories is defined, including a brief discussion of how the generated data are used. 1. Monitoring for Water Quality-Based Controls The development of discharge controls based on receiving water quality is a very high priority. It involves the collection and analysis of effluent and ambient data to develop water quality-based National Pollutant Discharge Elimination System (NPDES) permit limits. This involves the calculation of Total Maximum Daily Loads (TMDL) for specific waterbodies and Wasteload Allocations (WLA) for point source discharges. SCDHEC uses trend monitoring data and special study data, especially intensive survey data, in developing WLAs and TMDLs. The kinds of data collected for this type of monitoring may include physical and chemical characterization of effluent and receiving waters, stream hydraulics, macroinvertebrate and fish community assessment of the receiving stream, periphyton/phytoplankton sampling, and static and/or flow-through toxicity bioassays of effluents and receiving waters. These data are used by the Modelling Section in predictive mathematical models to help determine waste treatment levels needed to maintain instream standards. The modelling results are then passed to engineers in the Domestic Wastewater, and Industrial and Agricultural Wastewater Divisions to be used as the basis for setting final NPDES permit limits. 2. Monitoring for NPDES Permit Compliance and Enforcement The NPDES permit is the principal regulatory tool for controlling the quantity of pollutants discharged to the State's waters and for obtaining data on point-source discharges. Data supplied by the discharger in the form of routine Discharge Monitoring Reports (DMR) and -4- data collected by SCDHEC personnel from. Compliance Sampling Inspections (State CSI and Federal 3560), Federal Operation and Maintenance Evaluations (7500), State Operation and Maintenance Inspections (0&M), Performance Audit Inspections (PAI), Technical and/or Diagnostic Evaluations (TE), and Pretreatment Program Audit and Inspections are reviewed by the Facilities Compliance Section to determine the compliance status of a discharger. In all instances of effluent'noncompliance, enforcement actions are supported by all of the above data supplied by the Facilities Compliance Section and all trend monitoring, special studies, and biological monitoring data supplied by the Water Quality Monitoring Section. The majority of the routine inspections and physicochemical trend monitoring activities are conducted by the Bureau of District Services personnel. Data secured and supplied by these monitoring activities are utilized in the majority of SCOHEC's Environmental Quality Control enforcement activities. 3. Water Quality Assessment State administrators need to assess the quality of the aquatic environment so that they can make decisions concerning water program prioritj'es and provide reports to the public on the state of the environment, important trends over time, and accomplishments. They also need to evaluate the effectiveness of control measures. Water quality assessments provide the data base necessary for making these kind of decisions. Water quality assessments can be broken down into two main types; routine long-term trend monitoring and special intensive surveys. Long-term trend monitoring is accomplished through the Fixed Monitoring Network which consists of Primary Stations, Secondary Stations, Sediment Stations, Basic Water Monitoring Program Stations, and Biological Monitoring Stations. Data collected by this Network are used in the development of designated use classifications and water quality standards, which are in turn used to establish specific waterbody use classifications. Review of these trend data help determine if existing water quality is adequate to protect existing and designated uses and if appropriate standards have been set. Used in such a manner, trend data provide valuable feedback to the NPDES permit writing section as an indication of necessary discharge restrictions. The data network also forms the basis of the biennial Report to Congress describing the quality of the State of South Carolina waters, as required by Section 305(b) of the Clean Water Act. For this report, trend monitoring data at all primary stations is used to determine the extent to which State waters meet the goals of the CWA and achieve the State designated use classifications and standards. In this manner, priority waterbodies (those not -meeting designated use goals) may be identified for special study. Also, those waterbodies with water quality exceeding designated use classifications and standards, may be identified and upgraded to new use classifications. Special Intensive Surveys are designed to address and answer special concerns. They are used to assess current conditions, sub- stantiate enforcement decisions, follow-up specific actions, respond to complaints or short-term problems, and collect data for use in the -5- calculation of TMDLs and WLAs. They-are often conducted in conjunction with compliance sampling to document ambient conditions and sources of environmental impact. They are often initiated to investigate apparent problems indicated by the trend monitoring data and to determine the causes of nonsupport of designated uses. The data typically collected during such surveys can be physical and chemical water quality parameters, hydraulic stream characteristics, biological sampling, effluent and compliance sampling, and toxicity testing. Thus, water quality assessment is a broad term describing a great multitude of monitoring and sampling activities. Water quality assessment data can be used to fulfill a variety of goals; assessment of current conditions, assessment of long-term trends, determination of priority waterbodies, determination of designated use attainment/ non-usable attainment areas, and identification of continuing or new problem areas. By integrating all of these monitoring programs it is possible to identify the sources of pollution and the reasons for nonattainment of designated uses, to completely answer specific issues, determine the efficiency of pollutant abatement programs, and allow administrative overview of program effectiveness. At this point, some discussion and much emphasis must be directed toward the quality assurance/quality control program. As has been stated previously numerous times, by numerous sources, water quality monitoring programs and subsequently-based decisions are only as good as the quality (accurateness, precision) of the crude data. Suffice it to say here, that an active and effective quality assurance/control program is a major cornerstone of this State's monitoring program and is considered a prime contribution to the success of the program. In designing studies, SCOHEC incorporates as many facets of these monitoring activities as is necessary to allow a whole waterbody approach to managing water quality. This approach is very efficient, realizing a very complete picture of the water quality in a given water- body with the minimum man-hours and duplication of effort. This is the result primarily of sound assessment design and effective organization and coordination of resources. The last major consideration that has been given to developing a successful monitoring program by South Carolina is the identification of the users of data or the sources of data requests. In South Carolina, this group is quite diverse ranging from individual citizens to public interest groups to various local/state/federal agencies. Data users are: O Departmental program areas (e.g., domestic wastewater engineers) � Water quality trend/ambient condition analysts O Wasteload allocation analysts O Public/private environmental groups O Public at large -6- � Other local/state/federal agencies (regulatory & non-regulatory) � Departmental administrators via program area outputs While this large group utilizes the data for different reasons, the Department uses and applies the data to the intermediate objectives and goals as previously discussed. This is done to ascertain whether progress is being made toward successful achievement of these goals and to make correct and appropriate decisions regarding maintenance and enhancement of desirable environmental quality in the State. Implicit in the identification of users of the data, whether in- Department or out-of-Department, is the capacity to communicate the data to interested parties efficiently and accurately. Technical reports are produced for every special study and copies are available to any interested organization or persons. A list of technical reports is available upon request. Additionally, all trend monitoring and special studies data, with the exception of some biological data, are stored in the EPA STORET computer system, and facility inspection data are stored in the EPA Computerized Permit Compliance System. Summaries of'trend monitoring and special studies data are available in several formats through the Water Quality Monitoring Section, including the annual Program Plan and this Monitoring Strategy. Presently underway is the integration of certain program and service areas within the Department via a computer network such that communication between and among such areas will be greatly expedited and enhanced. Concomitant with this intra-Departmental improvement will be likewise enhancement of communication to interested parties outside the Department. Since the computer 'network will allow more data to be handled more efficiently at a quicker pace, less time and effort will have to be spent by employees in handling the data and more time and effort will be spent on extracting what the data means and communicating that message to users. In the following sections, each aspect of the SCDHEC monitoring program is presented in detail. Included are descriptions of station locations, sampling frequency, parameter coverage, and quality assurance quality control procedures. -7- III. FIXED MONITORING NETWORK The purpose of the fixed monitoring network is to provide a system of stations that are sampled in a way that produces well defined data reflecting physical, chemical and biological conditions of the streams and lakes in South Carolina. All sampling procedur'es and analyses are performed in accordance with the State Quality Assurance Management Office (SQAMO) and all procedures follow the Standard ODeratinq and Ouality Control Procedures for Ambient Water Quality and Wastewater Facility Monitorinai (SCDHEC) and Procedures Manual for Stream and Wastewater Facility Flow Measure- ment (SCOHEC). A. Primary Stations Primary stations are established and sampled in a uniform and logical manner over an extended period of time to provide solid baseline data. By reviewing data and establishing trends in water quality, the primary network aids in identifying stream segments as effluent limited or water quality limited. Intensive water quality surveys, enforcement proceedings or other actions may be based on this trend data. Our present primary network consists of 196 stations sampled once per month, year round. Stations are grouped according to the regional office responsible for their collection. Stations per region are: Aiken 34 Florence 31 Charleston 42 Greenville 35 Columbia 29 Lancaster 25 A statewide map of primary stations appears on the following page. Primary stations and descriptions are listed by region in Appendix A. Criteria for location and establishment of primary stations are: 1. Influent to segment (sub-basin) 2. Effluent to segment 3. Major streams at state lines 4. Confluence of major streams 5. Above a major industrial area 6. Below a major industrial area 7. Water quality limited area 8. Major lake 9. Above major municipal area 10. Below major municipal area 11. Mouth of major tributary 12. Major water use area 13. Above major land use area 14. Below major land use area 15. Above a water intake 16. Sites located in intensive or special water quality surveys 17. Other -8- Appendix A presents the primary stations and the rationale by which they were established. Twenty-six (26) of these primary stream stations have been designated for inclusion in the U.S. EPA National Basic Water Monitoring Program (BWMP). Parameter coverage and frequency of analysis for the primary stations are as follows. .STORET parameter codes are also given: Physical Parameters Samoled Monthly Flow or Stage Measurement 00061 or 00065 Conductivity*,**,*** 00402 Temperature*** 00010 Total Suspended Solids **00530 Turbidity 00076 Salinity*,*** 00480 Color* 00080 Transparency**,* 00078 Chlorides* 00940 Microbioloqical Parameters SamDled Monthly Fecal Coliform 31616 or 31615 Total Coliform* 31506 or 31505 Chemical Parameters SamDled Monthly Dissolved Oxygen*** 00300 Total Phosphorus 00665 pH 00400 Alkalinity 00410 BOD 00310 or 80082 Total Organic Carbon **00680 Ammonia 00610 Nitrate-Nitrite 00630 Total Kjeldahl Nitrogen 00625 Chemical Parameters SamDled Ouarterlv Lead 01051 Manganese 01055 Cadmium 01027 Copper 01042 Chromium 01034 Mercury 71900 Zinc 01092 Phenols* 32730 Nickel 01067 Total Organic Carbon 00680 Iron 01045 Chemical Parameters SamDled Annually *,** Pesticide Scan including, but not limited to, the following: DDT 39300, 39305 Toxaphene 39400 DDD 39310, 39315 Lindane 39782 DDE 39320, 39327 Alpha BHC 39337 Aldrin 39330 Beta BHC 39338 Endrin 39390 Ethion 39398 Dieldrin 39380 Heptachlor 39410 PCB's 39516 Heptachlor Epoxide 39420 Parathion 39540 Malathion 39530 -9- * 026 4'- t c-j>-- * C~~~W-023 >. 0-021-~~99 4~~~~~~~~~>~~~~ 021V / k' )~4ytW.041 C ~~~~~~312$ *,o K "~~~~~~~~~~~~~~J flifiF~~~1311 ad 01 I %f" tP:r 22,42~~~~~~~~~~~~~~~~~~~W0 , 'c 021~~~~~~~~~~~ ( Lth�N, ,4~~- PY't.SC; l7I '~)08 A"~~~~~ / N ~~t{<,ftY\ $~~!r~1~~~' ~~~SkY$ 2 7 9 N~'~- 9IV2 4 � f,} ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ s2i K~ Eel)L P 1 *S~~~~~~~~2&. -~~~~~~~~~~~ Fixed Monitorig Network K ? ~yYV. O$' ~T, roP. V-~~~k 2 ~~~~~~~~~~~~~~~~0 -32jr~ I' Chemical Parameters Samoled Annually (continued) Pesticide Scan Diazinon 39570 Guthion 39580 Phosdrin 39610 Trithion 39786 Acid Extractable Organics 45582 Hardness 00900 Base-Neutral Extractable 45583 Organi cs Volatile Organics 84085 *Selected Stations Only. **Basic Water Monitoring Program Stations (transparency only where appl icable) . ***Profiled at one (1) meter intervals at lake and estuary stations collected by boat. Appendix B includes the primary stations and individual parameters for each. B. Secondarv Stations Our present secondary network consists of 355 strategically located stations. The network is regionally organized with the following assignments: Aiken 26 Florence 74 Charleston 43 Greenville 100 Columbia 33 Lancaster 79 Secondary stations and descriptions are listed by region in Appendix A. A statewide map of secondary stations appears on the following page. Secondary station locations are based on the following criteria: a. Known water quality problem areas; secondary stations act as a check on primary stations where data historically show poor quality. These stations are usually located in relation to smaller discharges throughout the state. b. Potential water quality problem areas; stations in these areas are located in high complaint areas, agricultural and domestic non-point source areas, and areas where data have revealed poor conditions. C. Areas with the same. selection criteria as applied to primary stations. In these cases the same problems or potential for problems exist, but with a lesser degree of importance. These areas still require monitoring, but on a less frequent basis. -11- Appendix A presents the secondary stations and the rationale by which they were established. Secondary stations are routinely sampled six (6) times per year, once per month May through October. Secondary station sampling may be suspended during intensive or special stream surveys or due to other higher priority samplings. Parameter coverage and STORET parameter codes are: Physical Parameters SamDled Monthly May-October Temperature** 00010 Salinity*,** 00480 Turbidity 00076 Conductivity*,** 00402 Color* 00080 Chemical Parameters SamDled Monthly May-October Dissolved Oxygen** 00300 Nitrate-Nitrite 00630 pH 00400 Total Phosphorus 00665 BOD 00310 Phenols* 32730 Total Kjeldahl 00625 Ammonia* 00610 Nitrogen* Microbiolocical Parameters Samoled Monthly May-October Fecal Coliform Bacteria 31616 or 31615 Total Coliform Bacteria* 31506 or 31505 Chemical Parameters Samoled Annually Heavy Metals* Pesticides* Hardness* 00900 Chlorides* 00940 *Selected stations only. **Profiled at one (1) meter intervals at lake stations collected by boat; profiled at top, mid, and bottom depths at estuary stations collect.by boat. Appendix B includes the secondary stations and individual parameters for each. C. Sediment Stations There are 191 selected sediment stations within South Carolina. Sediment stations are sampled for analysis once per year. Primary sediment stations are located at the influent or effluent of a subbasin and areas of environmental sinks. Secondary sediment stations selected for analysis are based on district input stemming from their knowledge of local problem areas. Table 1 lists the sediment stations by district. -12- �'r ."*U' Y\ '4 ~ 4) 9'cw,'e' .plu, CD 24 Q~~~ 864 - ~~~~tS-*-'*~'""'' An:-'�/ P0PI48..d ;- 03.3eO '' \'Q(; �� SOJ�/j;�i N 'j' f~L I IV I60 . '033 8~~~~~41. ~~~~~~~~~~~ > .nnv,4 -~~~~~~~~~~~~~~~~~~~~~~~~~Q5J '1� .Fd~~~~~~~~~~~~~~~~~~~~~~~~t (� N 'P Ott~~~~~~~~~~~~~~~~~~F'', �\ J~' T7- r a , .b &- aak K cosV )" t~~~�~~~� �; ~ ~ I~i * C T I- �~ ) . \ N�~ ~ l l I r 1 1 ~ .�l Ur � o r / Fixed�-~ MonSitrn Networ *01 ,, 2% .. ,~�" !~% �, -'- ,j'�� ~ P11. '"* :: ~ V d . i ** '1 I". "'( Si, I�I� ,��.~~~~~~~~~>1. 0 7- or.Il 10 44� i~~~~~~~~'r *.*' i' ~~~~~~~~~~~~~~� -�~~~~~~~~ s�.��i~~~� i; :i I6~~~Y I 'h. �P41) �PI�LI lli�~ ~ ~ ~ ~ Sediment Parameters Samoled Annually Total Kjeldahl Nitrogen 00627 Chromium 01029 Total Phosphorus 00668 Mercury 71921 Per Cent Volatile Solids 70322 Cadmium 01028 Oil and Grease 00557 Nickel 01068 Lead 01052 Pesticide Scan including, but not limited to: Zinc 01093 Copper 01043 DDT 39301, 39306 PCB's 39519 DDD 39311, 39316 Acid Extractable 45582 DDE 39321, 39328 Organics* Aldrin 39333 Base-Neutral Extractable 45583 Endrin 39393 Organics* Dieldrin 39383 Volatile Organics* 84085 Methoxychlor 39481 Lindane 39783 Toxaphene 39403 *Selected stations only, see Table 1 below. Table 1 Sediment Stations Columbia (a) Primary: S-204 *B-054 *CW-206 November S-223 *B-236 CW-207 S-260 CW-208 S-273 *C-007 CW-209 S-274 *CW-222 S-279 *CSB-OO1L S-280 *CSB-OO1R S-290 (b) Secondary: B-077 E-035 September B-316 E-101 Aiken (a) Primary: *E-008 *SV-118 S-123 CSTL-012 ST-025 December E-013 SV-250 S-131 CSTL-028 E-059 *SV-291 E-090 SV-294 E-091 SV-318 E-092 *SV-323 E-094 (b) Secondary: E-007A SV-072 S-050 September E-076 SV-073 S-093 SV-096 S-233 -14- Greenville (a) Primary; SV-098 S-007 B-008 BE-001 October *SV-121 *SV-122 SV-227 *S-018 B-026 *BL-001 SV-288 S-021 B-041 S-073 B-148 S-088 B-317 *5125 S-250 5-296 (b) Secondary: SV-015 8-192 September *SV-037 B-302 SV-107 SV-137 SV-282 Lancaster (a) Primary: B-042 PD-004 CW-013 CW-152 October B-044 PD-006 *CW-016 CW-197 *B.046 PD-080 CW-016F CW-198 8-048 PD-113 CW-041 CW-201 8-051 P0-327 CW-057 CW-226 (b) Secondary: *B-057 P0-066 CW-018 *CW.225 September B -086 P0-152 *CW-023 8-100 CW-027 *8-119 CW-155 *B-330 *CW-224 Charieston (a) Primary: CSTL-006 SV-191 *ST-001 MD-007 M0-119 December CSTL-062 ST-006 MD-026 M0-120 CSTL-063 ST-016 M0-043 MD-152 CSTL-079 *E-015 MD-045 MD-195 *CSTL-098 *E-100 *MD-048 MD-202 CSTL-107 MD-052 MD-241 *CSTL-109 MD-115 MD-118 (b) Secondary: CSTL-010 ST-007 MD-004 MD-209 September CSTL-013 MD-006 MD-210 CSTL-085 MD-010 MD-116 MD-206 (c) Biological: *MD-214 *MD-634 March *MD-215 *MD-635 *MD-216 *MD-636 *MD-538 *MD-639 *MD-632 *MD-640 *MD.633 *MD-655 -15- Florence (a) Primary: *MD-080 PD-012 PD-043 PD-170 PD-325 November MD-124 *PD-027 PD-052 PD-189 PD-332 MD-127 *PD-028 *PD-061 *PD-202 MD-146 *PD-038 PD-069 PD-227 MD-162 PD-041 PD-091 PD-281 (b) Secondary: MD-158 PD-030A PD-256 September PD-081 PD-321 PD-097 PD-159 (c) Biological: *MD-212 *MD-637 March *MD-213 *MD-638 *Stations sampled for sediment organics (see above). D. Schedule for the Ambient Monitorinq Proqram for FY'88 by Laboratory District The following is the schedule for collection of samples for primary water stations, primary sediment stations, secondary water stations, and secondary sediment stations for each District Laboratory. The schedule includes the number of each type of sample to be collected, and it also includes the month(s) for collection. Please refer to Section A, B, and C and Appendix C for details relevant to specific parameters for each station. Lab: Aiken Primary Surface Stations -- 34 -Quarterly for metals, TOC, and phenols* -- March, June, September and December -Annually for Pesticide - PCB's and other organics (selected stations) -- April -Annually for hardness (selected stations) -- to coincide with one of the metals samples Primary Sediment Stations -- 18 -Collected in December Secondary Sediment Stations -- 8 -Collected in September Secondary Surface Stations -- 30 -Collected from May through October Lab: Columbia Primary Surface Stations -- 29 -Quarterly for metals, TOC, and phenols* -- February, May, August, and November *Selected Stations -16- -Annually for Pesticides -PCB's and other organics (selected stations) -- March -Annually for hardness (selected stations) --to coincide with one of the metals samples Primary Sediment Stations -- 18 -Collected in November Secondary Sediment Stations -- 4 -Collected in September Secondary Surface Stations -- 33 -Collected from May through October Lab: Florence Primary Surface Stations -- 32 -Quarterly for metals, TOC, and phenols* -- February, May, August, and November -Annually for Pesticides - PCB's and other organics (selected stations) -- April -Annually for hardness (selected stations) --to coincide with one of the metals samples Primary Sediment Stations - - 22 -Collected in November Secondary Sediment Stations - - 7 -Collected in September Secondary Surface Stations -- 74 -Collected from May through October Lab: Greenville Primary Surface Stations -- 31 -Quarterly for metals, TOC, and phenols* --January, April, July, and October -Annually for Pesticide -PCB's and other organics (selected stations --May -Annually for hardness (selected stations) --to coincide with one of the metals samples Primary Sediment Stations -- 20 -Collected in October Secondary Sediment Stations --7 -Collected in September Secondary Surface Stations --100 -Collected from May through October *Selected Stations -17- Lab: Lancaster Primary Surface Stations -- 21 - Quarterly for metals, TOC, and phenols* -- March, June, September, and December - Annually for Pesticide - PCB's and other organics (selected stations) -- March - Annually for hardness (selected stations) -- to coincide with one of the metals samples Primary Sediment Stations -- 20 - Collected in October Secondary Sediment Stations -- 13 - Collected in September Secondary Surface Stations -- 77 - Collected from May through October Lab: Charleston Primary Surface Stations -- 42 - Quarterly for metals, TOC, and phenols* -- January, April, July, and October - Annually for Pesticide - PCB's and other organics (selected stations) -- May - Annually for hardness (selected stations) -- to coincide with one of the metals samples Primary Sediment Stations -- 27 - Collected in December Secondary Sediment Stations -- 11 - Collected in September Secondary Surface Stations -- 42 - Collected from May through October Lab: Biological Services Primary Sediment Stations -- 16 - Collected in March * Selected stations E. Basic Water Monitorino Proaram (BWMP) Twenty-six of the S.C. Department of Health and Environmental Control primary trend monitoring stations have been designated as U.S. EPA National Basic Water Monitoring Program stations. These stations are listed below: STATION NO. COUNTY DISTRICT B-046 Union Catawba B-054 Newberry Central Midlands B-236 Fairfield Central Midlands BL-001 Spartanburg Appalachia II C-007 Richland Central Midlands CSB-001 L&R Richland Central Midlands CSTL-109 Hampton Trident CSTL-098 Beaufort Trident CW-016 Lancaster Catawba CW-206 Richland Central Midlands E-008 Orangeburg Lower Savannah E-015 Dorchester Trident E-100 Dorchester Trident MD-048 *(MD-214) Charleston Trident MD-080 *(MD-213) Georgetown Pee Dee 'PD-027 Darlington Pee Dee PD-028 Darlington Pee Dee PD-038 Marion Pee Dee PD-061 Horry Pee.Dee PD-202 Sumter Pee Dee S-125 Laurens Appalachia II S-018 Greenville Appalachia II ST-001 Berkeley Trident SV-118 Allendale Lower Savannah SV-323 Aiken Lower Savannah SV-291 McCormick Lower Savannah *Biological Sampling cannot be conducted at these stations. In parentheses are the Trend Biological Monitoring stations where accompanying biological data are gathered (see Appendix C). Appendix A presents station descriptions. -19- Parameter coverage and STORET parameter codes are: Parameters SamDled Monthly Temperature 00010 Total phosphorus 00665 Turbidity 00076 Ammonia 00610 Alkalinity 00410 Biological oxygen demand 00310 Dissolved oxygen 00300 Total suspended solids 00530 pH 00400 TotaA organic carbon 00680 Conductivity 00402 Flow 00061 Fecal coliform 31616 or 31615 SalinityC 00480 Total Kjeldahl 00625 TransparencyBIC 00078 nitrogen Nitrate-Nitrite 00630 A = Streams only B = Lakes and Impoundments only C = Estuaries only Parameters Samoled Ouarterlv Heavy Metals Parameters Samoled Annuallt Pesticides/PCB's Volatile Organics 84085 Base-Neutral Extractable Organics 45583 Acid Extractable Organics 45582 Trace organics and metals in sediment (See Section C, includes all Sediment Parameters Sampled Annually) Parameters SamDled Annually Representative fish/shellfish tissue analysis (.see following Section and Appendix C) Parameter coverage at each station appears in Appendix B. F. Bioloqical Monitorina The biological monitoring network provides information which will allow for the detection and evaluation of changes in the biological stability of aquatic communities. Data collected through this program are also used to detect the presence and/or build-up of potentially hazardous substances in aquatic organisms. The various activities falling under the biological monitoring program are detailed below. -20- 1. Fixed-Sta'tion Monitorinci - A program of long-term monitoring utilizing 51 fixed biological monitoring stations distributed as follows-: 26 EPA Basic Water Monitoring Program (BWMP) Stations 9 Special Status Stations 16 Estuarine Stations These stations are sampled at least annually for a variety of parameters (Table 2) to the extent that laboratory and manpower resources permit. Station location descriptions are presented in Appendix C while specific parameter coverage and sampling frequency information is listed in the appropriate following subsections. Stations are selected according to the same criteria presented for the BWMP stations in Appendix A as well as according to these additional criteria: a. At locations in selected major water bodies potentially subject to inputs of contaminants from areas of concentrated urban, industrial, and/or agricultural use. b. At locations in selected water bodies which are of critical value for sensitive uses such as domestic water supply,- recreation, propagation and maintenance of fish and wildlife. C. At locations in selected 'areas suited to del iver natural, background water quality characteristics on a long-term basis. d. At locations in selected areas where specific water quality impairment has been documented with ameliorative procedures in place to follow the response of the water system to those procedures. 2. Toxic Materials Monitorinci - Uptake and concentration by aquatic organisms of toxic and potentially hazardous substances will be studied at trend biological monitoring stations. This program will also be extended to areas of intensive surveys and/or special studies as dictated by the intent of the investigation. 3. Parameters and Samolinci Freauencv - Parameter s sampled during trend monitoring and intensive surveys are determined by the characteristics of the site being sampled or intent of the sampling activity. The parameters collected and the intended sampling frequency for each type of fixed-station biological monitoring activity is outlined below. Because of constraints on laboratory resources, prioritization of samples may preclude tissue analyses from' some of the annual trend network collections. The 51 stations described in Appendix C are sampled yearly. Parameters available for inclusion as well as frequency used in fixed-station biological monitoring are described in Table 2. Table 2 Fixed-Station Biological Monitoring Program Biological Community Coverage and Sampling Frequency Station Macro- - Parameters Status invertebrate Finfish Crustacean Shellfish Counts BWMP 1 2 Special 1 2 Estuarine 3 2 3 Species BWMP 1 2 Ident. Special 1 2 Estuarine 3 2 3 Toxic Sub- BWMP 2 stances Special 2 Estuarine 2 1 3 1. Each Station sampled once annually between June and August 2. Each station sampled once annually between September and October 3. Each station sampled once annually in March a. Macroinvertebrates - Quantitative collections will be made at all riverine and estuarine stations (Table 2). Four Hester-Dendy samplers will be exposed for Pour weeks at all riverine stations; three 0.01 m quadrats will be collected at all estuarine stations. Analyses to be conducted are: (i) Identification to family, genus and/or species (ii) Counts (iii) Size distributions of oysters at estuarine stations (iv) Community structure at estuarine stations b. Toxic Materials Monitoring Program - The species and size requirements of individuals used in tissue analyses along with the proposed number of tissue analyses to be conducted are summarized in Tables 3 and 4. A list of organic toxicants and inorganic toxicants tested for in each type of animal, and the sampling frequency are presented in Tables 5 and 6, respectively. The sampling program for each type of animal tissue is detailed in the following sub- sections. (i) Finfish A. One composite of five whole fish of the same species within a selected weight -22- class will be collected from each major trophic level (omnivores, piscivores, insectivores) at each trend station (24 BWMP stations and special status stations). Table 3 Fixed-Station Biological Monitoring Program Species Requirements and Sample Size Restrictions for Tissue Analyses Tissue No. Individ. Size/Weight Group Sample Type in Sample Restrictions Preparation Finfish: omnivores Composite 5 TBD* Whole fish piscivores Composite 5 TBD Whole fish insectivores Composite 5 TBD Whole fish estuarine Composite 5 TBD Whole fish Crustaceans Composite 30 >12.7 cm Somatic (C. sapidus) in width muscle Shellfish Composite 30 >7.5 cm Whole (C. virginica) in height Shucked * to be determined Table 4 Fixed-Station Biological Monitoring Program Proposed Number of Tissue Analyses by Station Type Tissue Number of Samoles by Station TvDe TOTAL Group Riverine Lacustrine Estuarine Off-Shore Finfish 75 21 4 1 101 Crustaceans -- -- 16 -- 16 Shellfish -- -- 16 -- 16 TOTAL 75 21 36 1 133 -23- Table 5 Fixed-Station Biological Monitoring Program Organic Chemical Parameter Coverage and Proposed Sampling Frequency for Tissue Analysis Tissue TyDe Chemical Group Parameter Finfish Crustaceans Shellfish Pesticides/PCBs Aldrin (ug/kg)* 1 1 1 B-BHC (ug/kg) 1 1 1 Chlordane (ug/kg) 1 1 1 DDD (ug/kg) 1 1 1 DDE (ug/kg) 1 I 1 DDT (ug/kg) 1 1 1 Dieldrin (ug/kg) 1 1 1 Endrin (ug/kg) 1 1 1 Heptachlor (ug/kg) 1 1 1 Heptachlor epoxide (ug/kg) 1 1 1 Hexachlorobenzene (ug/kg) 1 1 1 Lindane (ug/kg) 1 1 1 Methyoxychlor (ug/kg) 1 1 1 Toxaphene (ug/kg) 1 1 1 Diazinon (mg/kg) 1 1 1 Ethion (mg/kg) 1 1 1 Guthion (mg/kg) 1 1 1 Malathion (mg/kg) 1 1 1 Methyl parathion (mg/kg) 1 1 1 Parathion (mg/kg) 1 1 1 Ronnel (mg/kg) 1 1 1 a-BHC (mg/kg) 1 1 1 Mirex (mg/kg) 1 1 1 PCBs (mg/kg) 1 1 1 Organic Pesticides/PCBs 1 1 1 Priority Acid extractables 2 1 1 Pollutants Base-neutral extract- ables 2 1 1 Polynuclear aromatic hydrocarbons 2 1 1 1. analyses conducted annually 2. analyses conducted biannually * ug/kg = parts per billion; mg/kg = parts per million, wet weight -24- Table 6 Fixed-Station Biological Monitoring Program Inorganic Chemical Parameter Coverage and Proposed Sampling Frequency for Tissue Analysis Tissue Tvoe Chemical Group Parameter Finfish Crustaceans Shellfish Heavy Metals Cadmium (mg/kg)* 1 1 1 Chromium (mg/kg) 1 I 1 Copper (mg/kg) I 1 1 Lead (mg/kg) 1 I 1 Mercury (mg/kg) I 1 1 Nickel (mg/kg) I 1 1 Zinc (mg/kg) I 1 1 Inorganic Routine metals 1 I 1 Priority Beryllium (mg/kg) 2 1 1 Pollutants Silver (mg/kg) 2 1 1 Thallium (mg/kg) 2 1 1 1. analyses conducted annually 2. analyses conducted biannually * mg/kg = parts per million, wet weight Analyses will be conducted annually for heavy metals and pesticides/PCBs at all stations and biannually for priority pollutants. Such samples from Lake Marion (3 of the 9 special status stations) will be analyzed annually for all parameters. B. One composite of five whole flounder within a selected weight class will be collected from Charleston Harbor, Winyah Bay, Port Royal Sound, and St. Helena Sound. Analyses will be conducted annually for heavy metals and pesticides/PCBs and biannually for priority pollutants. C. One composite of five whole pelagic fish of the same species within a selected weight class will be collected from off-shore. Analyses will be conducted annually for heavy metals and pesticides/ PCBs and biannually for priority pol- lutants. -25- As appropriate, single or composite fillets of large gamefish may be prepared for analyses from any of these areas in addition to the whole fish samples. (ii) Shellfish A. One composite of thirty adult (>7.5 cm in height) oysters (Crassostrea virginica) will be collected from the mid-intertidal zone at 16 estuarine stations. Analyses will be conducted annually for organic and inorganic priority pollutants. (iii) Crustaceans A. One composite of somatic muscle tissue from thirty legally-harvestable (>12.7 cm in width) blue crabs (Callinectes sapidus) will be collected at 16 estuarine stations. Analyses will be conducted annually for organic and inorganic priority pollutants. (iv) Sediment A. One sample will be collected from the approximate top 3 cm of sediment in the mid-intertidal zone at 16 estuarine stations where shellfish are collected. Analyses will be conducted annually for organic and inorganic priority pollutants. 5. Acute and Chronic Toxicity Assessment Proaram The Toxicity Assessment Program predicts the effects of wastewater discharges on aquatic life. Data collected through this program are also used to provide legally defensible data on damage in situations where compliance monitoring indicates violation of permits and/or water quality standards, and to provide information suitable for inclusion in the evaluation of permits issued under the NPDES discharge permit system. To accomplish these objectives the following test procedures may be utilized: (a) Laboratory Bioassay - A static bioassay program which can be utilized for both screening and definitive acute and chronic toxicity testing. (b) Mobile Bioassay - A mobile unit capable for use in both dynamic and static bioassays. The major emphasis of the unit will be on acute toxicity. (c) Instream macroinvertebrate assessments. -26- Parameters and SamDlincj Freauencv Selection of wastes and dischargers utilized for toxicity testing will be closely coordinated with NPDES permitting program areas, compliance monitoring personnel, enforcement personnel and district/laboratory personnel. Ten static chronic toxicity tests and 48 static acute toxicity tests will be conducted this year. G. Shellfish Monitorina Fixed-Monitorinq Network The -state's coastal area is divided into 23 shellfish management areas with a total of 361 monitoring stations. The purpose of this monitoring network is to provide data which accurately reflects the sanitary conditions of coastal shellfish and shellfish growing waters in South Carolina to insure that the health of shellfish consumers is protected. The shellfish monitoring program provides the data base which is used in conducting a comprehensive evaluation of each shellfish growing area. These evaluations, or sanitary surveys, are conducted every three years with annual updates. The data are collected at strategically located sites and used to classify shellfish waters as to harvesting suitability. The monitoring network also serves to provide sanitary-related data from each shellfish area during the harvesting' season to ensure th.at conditions which existed during the comprehensive evaluation still prevail; that the harvest classification is correct; and, ultimately that shellfish are safe to be consumed by the public once harvested. All shellfish waters receive one of the following harvest classifications: Approved: Areas where a sanitary survey indicates that the water is not contaminated with fecal material, pathogenic microorganisms, or poisonous and deleterious substances in concentrations dangerous to human health. The fecal coliform MPN median in approved waters does not exceed 14/100 ml and not more than 10 percent of the samples exceed 43/100 ml. Conditionally Areas generally of the same quality as approved Approved: however, the quality may temporarily vary because of sporadic impacts from non-point and point sources, rainfall, or seasonal activities. Shellfish may be harvested for marketing under conditions specified in a management plan. Restricted: Areas where a sanitary survey indicates there is a limited degree of pollution which renders the shellfish unsafe for direct marketing. The shellfish may be marketed after relaying or depuration. The median fecal coliform levels in restricted waters are between 14/100 and 88/100 ml with not more than 10 percent of the samples exceeding 260/100 ml. -27- Prohibited: Areas where a sanitary survey indicates excessive concentrations of pollutants exist or where the potential exists for excessive pollutant concen- trations. The median fecal coliform' MPN exceeds 88/100 ml in the water or more than 10 percent of the samples exceed 260/100 ml. Shellfish may not be harvested from prohibited areas for human food use. Closed safety zones may be established around potential pollutant sources and are classified as prohibited areas. All sampling procedures and laboratory analyses are conducted in accordance with the National Shellfish Sanitation Program (NSSP) 'guidelines. Areas closed to the harvesting of shellfish are posted with signs indicating the potential for serious illness from consuming shellfish harvested within these areas and outlining penalties for harvest violations. Sampling stations are established at locations representative of variable sanitary water quality within shellfish areas. Many of these locations are positioned at classification boundaries to confirm established harvesting classifications. All 361 stations are sampled at least six times during the shellfish harvesting season, (S eptember 15 - May 15) (Table 7). Stations within waters that are classified conditionally approved are sampled monthly. There are also seven stations that are sampled six times during the season either on ebb or flood tide only. Complete descriptions of station locations are included in Appendix 0. Table 7 Fixed-Station Shellfish Monitoring Program Physical and Bacteriological Parameter Coverage and Sampling Frequency Parameter Group Parameter Water Shellstock Physical Tide Stage * NA Water Temperature * NA Air Temperature * NA Wind Direction * NA Salinity * NA Bacteriological Fecal Coliform * ** Total Plate Count NA ** E. coli ** ** Sample Temperature * ** Sample Type NA ** Species NA ** *Sampled at least six times during harvesting season. **Sampled as appropriate. -29- IV. INTE NSIVE SURVEYS AND SPECIAL WATER OUALITY STUDI'ES A. Point Source Wasteload Allocations Intensive stream surveys are conducted for gathering field data for calibration or verification of water quality mathematical models and for the determination of the quality of the State's waters. It is the goal of the Department to calibrate models with measured field data when issuing point source wasteload allocations requiring advanced treatment. Emphasis and priority will be placed on gathering field data for issuance of wasteload allocations for 201 waste treatment facility projects. Stream surveys will be designed and carried out as described in the Basic Water Monitoring Program. In addition to intensive stream surveys, time of travel studies to determine stream velocities for water quality model reaches will be conducted. These will be scheduled as needed and as resources allow for streams where data is lacking and complete surveys are not possible or feasible. Stream surveys are projected for a five-year period and each year revised as needed, prioritized, and then included in the State Program Pl an. Of these projected number of scheduled facility surveys each year, the actual number performed for publicly owned facilities will be completed first with the remaining number of industrial and private facility surveys completed afterwards. An effort will be made to complete all municipal surveys prior to permit issuance/reissuance. Intensive stream surveys will be performed generally during the warmer month~s of May through October. Winter months are less desirable for intensive water quality surveys that are to be used for model calibration. This is based on the following factors: 1. Biochemical reaction rates and biological populations are lowered by the colder temperatures. 2. Generally, the flow in the streams is higher than normal and much less predictable. 3. Dissolved oxygen concentrations are higher due to higher saturation levels and lower temperatures. 4. For modelling purposes, it is desirable to conduct field studies which result in data closely aligned to the conditions under which water quality predictions are made. For example, predictions are normally based on low stream flows (7Q10). 5. On those occasions where seasonal limits are at issue, studies may be conducted during the winter months. Study plans for all intensive surveys are submitted to the State Quality Assurance Management Office (SQAMO) for approval prior to sampling. All sampling and field analyses are performed according to Standard Operating~ and Quality Control Procedures for Ambient Water Quality and Wastewater Facility Monitoring (SCOHEC) and -30- Procedures Manual for Stream and Wastewater Faci lity Flow Measurement (SCDHEC). B. Soecial Water Ouality Studies Special water quality studies are conducted on an as needed basis to determine cause and effect relationships in water bodies where trend monitoring indicates a deterioration in environmental quality and to provide legally defensible data on damage in situations where compliance monitoring indicates violation of permits and/or water quality standards. Special water quality assessments are often requested for water bodies having high or potentially high public water us e values. Special studies provide immediate and indepth investigations of specific environmental problems and involve practical research which leads to a better understanding of the water quality of the State of South Carolina. Each study is followed by a report which analyzes the data obtained during the study. These reports are available to all interested parties. An investigation of specific environmental problems usually originates as an official request from other sections of EQC, such as Industrial Wastewater, Enforcement, the Modelling Section, District Services personnel, or Solid and Hazardous Waste. Studies may also be initiated in response to requests by private citizens or special interest groups. Once an official request to carry out a specific task has been received, the special studies group designs, receives approval, and implements the study. The results of such studies are reported primarily to the originator of the study request. In conducting practical research, the special studies group generally relies on its own staff, as well as the scientific staff of other sections of EQC. The special studies staff designs and implements, or coordinates if other groups are involved, such studies and reports all findings to all interested parties. Study plans for any special studies are submitted to the State Quality Assurance Management Office (SQAMO) for approval prior to sampling. All sampling and field analyses are performed according to Standard Operating and Quality Control Procedures for Ambient Water Quality and Wastewater Facility Monitoring (SCDHEC) and Procedures Manual for Stream and Wastewater Facility Flow Measurement (SCOHEC). C. Lake Edgar A. Brown A special study to document the causative factors contributing to the eutrophic state of Lake Edgar A. Brown, a 100 acre system located within the town limits of Barnwell, South Carolina, was begun in May 1988. The 18 month study is being jointly funded by EPA and SCDHEC under the Clean Lakes Program. Sampling was conducted for one year, with semi-monthly collections during the growing season (April-October) and monthly otherwise. Following interpretation of th-e study results, a set of restoration alter-* -31- natives will be presented to those parties involved with lake stewardship. A total of -three stations were sampled, two within the lake, and one on Turkey Creek. Turkey Creek does not presently flow into Lake Brown. Flow was diverted in 1968 as part of an effort to control aquatic macrophytes. Parameters to be analyzed: Depth m Dissolved oxygen mg/l Water column profile Temperature �C Water column profile pH SU Surface and bottom Specific conductance umhos/cm Surface and bottom Total ammonia mg/l Surface and bottom Nitrate-nitrite mg/l Surface and bottom Total Kjeldahl nitrogen mg/l Surface and bottom Total phosphorus mg/l Surface and bottom Total orthophosphorus mg/l Surface and bottom Dissolved orthophosphorus mg/l Surface and bottom Total alkalinity mg/l Surface and bottom Chlorophyll a ug/l Surface Secchi depth m Photic zone depth m Extinction coefficent Phytoplankton enumeration #/ml Surface and identification Fecal coliform #/t00 ml Surface Streamflow (Turkey Creek) ft /sec D. Clean Lakes Program South Carolina DHEC received a federal grant and conducted a lake classification evaluation during 1980-1981 entitled "South Carolina Clean Lakes Classification Survey," Technical Report No. 019-82. A final publication was submitted as part of the federal grant in 1982. This publication has been utilized by SCDHEC in making management decisions related to lakes in South Carolina, to provide information for 305b reports, and to inform the public of the conditions in the lakes studied. SCDHEC has received a grant from EPA to update the Survey through a reassessment of all lakes during FY 1990, and to complete a report describing the trophic state of these lakes for inclusion in the 305b report. The updated report will include comparisons of data collected from the larger lakes during FY 1980-81, FY 1985, and FY 1990, as well as the data from minor lakes collected during FY 1980-81 and FY 1990. The data will also be used to rank the lakes according to trophic condition. For ranking purposes, the seventeen (17) major public lakes of South Carolina will be considered in a separate grouping apart from the twenty-five (25) minor lakes addressed by this grant. The seventeen (17) major lakes are listed below: -32- Lake William C. Bowen Lake Moultrie Clarks Hill Reservoir Lake Murray Fishing Creek Reservoir Parr Reservoir Lake Greenwood Lake Robinson Lake Hartwell Lake Richard B. Russell Lake Jocassee Lake Secession Lake Keowee Lake Wateree Lake Marion Lake Wylie Monticello Reservoir The remaining 25 public lakes are: Adams Mill Pond (Goodale St. Park) Langley Pond (Horse Creek Pond) Ashwood Lake Lake Long Boyd Mill Pond Lake Oliphant Broadway Lake Prestwood Lake Lake Edgar A. Brown Reynolds Pond Lake Cherokee Rock and Cedar Creek Reservoir Chester State Park Lake Saluda Lake Lake Conastee Lake Thicketty Lake Craig Vaucluse Pond Lake Cunningham Lake Wallace Eureka Lake Lake Warren Goose Creek Reservoir Lake Yonah Lake Johnson Parameter coverage will be similar for the sampling of both groups of public lakes. Parameters to be measured and additional information are given below: Parameter Dissolved oxygen Profile Temperature Profile Conductivity Surface and bottom pH Surface Secchi Depth Photic Zone Depth Chlorophyll a Surface Algal Growth Potential Headwaters and coves only Total Kjeldahl Nitrogen Depth-integrated Ammonia Depth-integrated Nitrate-Nitrite Depth-integrated Total phosphorus Depth-integrated Orthophosphorus Depth-integrated Dissolved orthophosphorus Depth-integrated Quarterly sampling will be completed during FY 1990. During FY 1990-91, collected data will be used to compute two or more trophic state indices. These indices will be used to rank the lakes based on water quality and public use criteria. -33- V. WASTEWATER DISCHARGE COMPLIANCE MONITORING All wastewater dischargers to the surface waters of the State of South Carolina must obtain a National Pollutant Discharge Elimination System (NPDES) Permit to discharge. This applies to all public and privately owned wastewater treatment facilities. The NPDES permit sets limits for physical and chemical characteristics of the facility effluent to protect the water quality of the receiving waterbody. A number of publicly owned treatment works (POTWs) have requirements in their NPDES permits to implement an approved pretreatment program, as well. The purpose of the facility monitoring program is to insure that permitted effluent limitations are met and properly reported to the State, to insure proper operation and maintenance of wastewater treatment facilities, and to insure that the public's concerns and complaints concerning wastewater dischargers are answered effectively. This monitoring function encompasses the review of NPDES permit compliance schedules, review of NPDES self-monitoring data, .inspection and evaluation of wastewater treatment facilities, collection and analysis of samples at wastewater treatment facilities, and investigation of complaints concerning wastewater treatment facilities or stream quality throughout the State. The information gathered by the facility monitoring program is used by the State and EPA to determine permit compliance and to support enforcement actions. Inspection results are also useful in grant reviews and permitting functions. Facility monitoring is often included in water quality assessments as well. Certain inspections are used to improve permittee performance through improved data quality and the provision of technical assistance. Of course, the facility monitoring program also serves to maintain a regulatory presence in the State. The following sections detail the various means at our disposal to accomplish these goals. A. Comoliance Schedule Trackinci Schedules of Compliance for permits and administrative orders are maintained in a data file designated as the Permit Compliance System or PCS. This program was originally developed by EPA to track permit compliance and the State has assumed responsibility for maintaining and updating the file's data base. The Enforcement Section receives a' PCS Quick Look Report containing scheduled compliance dates on a monthly basis. These dates are compared against actual compliance status. Achieved compliance is noted and noncompliance situations are suspended for further action by the enforcement staff; also, any amendments to compliance dates are input into the system. -34- B. NPDES Self-Monitorinq All NPDES permittees are required to collect and analyze samples of their own effluent at regular intervals for specific permit parameters. Self-monitoring data is transmitted to the Enforcement Section by the permittee in the form of a Discharge Monitoring Report (DMR). Enforcement Monitoring Records are utilized to track NPDES self-monitoring information. For NPDES self-monitoring this system is utilized to assure timely submission by dischargers of DMRs and recording of reported values by effluent parameter for each NPDES permit. DMR files are reviewed on a monthly basis to determine appropriate enforcement action required for failing to submit dis- harge monitoring reports and/or for significant effluent violations. In addition, permittees normally submit reports of noncompliance covering significant effluent violations as they occur. These non-compliance reports, submitted in advance of DMRs, provide DHEC the opportunity to determine if there may be effluent problems requiring immediate investigations. After being logged and reviewed, all DMR's are sent to the Enforcement Section to be placed in PCS and then in the NPDES file for the particular facility to provide a readily available source of effluent data. C. Federal Comoliance Evaluation Insoections - (CEI) The Compliance Evaluation Inspection (CEI) is a nonsampling inspection designed to verify permittee compliance with applicable permit self-monitoring requirements and compliance schedules. This inspection is based on record reviews and visual observations and evaluations of the treatment facilities, effluents, receiving waters, etc. The CEI is used for both chemical and biological self-monitoring programs. During FY'89, CEIs will be performed on Publicly Owned Treat- ment Works (POTWs) only. Inspections of these municipal facilities are assigned the following priorities: 1. Completed PL 92-500 facilities (federally funded) 2. POTWs with Municipal Compliance Plan (MCP) or a Composite Correction Plan (CCP) 3. Major municipals 4. Minor municipals The Insoection The inspection is comprised of an evaluation of the physical equipment, laboratory records, discharge monitoring reports, and the operational records of the facility. The results of the inspection are reported on the EPA Form 3560-3. A two or three page narrative report summarizing the findings in each of 8 major areas evaluated -35- during the inspection is attached to the 3560-3 form. The 8 major areas evaluated are as follows: a. Permit Verification - verification of name, address, discharges), receiving waters, etc., contained in the permit. b. Records and Reports - determination of compliance with recordkeeping and reporting requirements stipulated in the permit. C. Facility Site Review - examination of areas on the permittee's premises where pollutants are generated, pumped, conveyed, treated, stored or disposed. d. Flow Measurement - installation, calibration and accuracy of flow measurement system is determined. e. Compliance Schedules - where applicable. f. Self-Monitoring Program - sampling frequency, type(s), parameters monitored, parameter limitations, samp]ling methodology are examined for compliance with permit. g. Operation and Maintenance - a visual inspection of unit processes is conducted. h. Sludge Disposal - the permittee's sludge management and disposal methods are evaluated. Procedure The accepted procedure for conducting the Compliance Evaluation Inspection is as follows: a. The facility evaluator notifies the permittee prior to the CHI by telephone. The permittee is instructed to have available all pertinent records for review. b. The evaluator completely fills out the appropriate checklists for each major section evaluated during the inspection. C. After completion and review of the inspection report, the completed form 3560-3, narrative report, and checklists are forwarded to the Facilities Compliance Section for review and distribution. Fol low-up Follow-up evaluations will be made on deficiencies noted in initial Compliance Evaluation Inspections. The follow-up is as foll1ows: a. A letter emphasizing the deficiencies noted will be sent -36- along with the initial report to the owner. This letter will point out problems found during the inspection and request corrections or plans for corrections. This letter requires a response within thirty (30) days. Responses are forwarded to the District and to the Central files when received and reviewed. b. A memorandum accompanies a copy of the response in the District requesting the initiation of a follow-up field inspection. The actual follow-up evaluation can be comprised of a routine state operation and maintenance inspection with the emphasis placed on the status of necessary corrective actions to problems noted in the Compliance Evaluation Inspection report. C. If corrective action on the initially noted deficiencies has not been taken, the District should follow the Enforcement Procedures for Federal Compliance Evaluation Inspections until compliance is achieved. d. In many cases long range plans to solve problems are accepted is reasonable justification of certain deficiencies. In some cases active 201 participation is the most reasonable solution to present problems. D. State Ooeration and Maintenance Insoections These evaluations are .designed to insure that wastewater treatment facilities are being properly maintained and operated in accordance with State and Federal regulations,'such as NPOES permit schedules and accepted maintenance procedures. The State Operation and Maintenance Program involves two types of inspections: routine and follow-up inspections. The State O&M inspections are the periodic inspections performed on each wastewater treatment facility in the State. Follow-up inspections are the inspections in which the evaluator returns to the facility to determine if the deficiencies noted in a previous inspection or follow-up letter have been corrected. The State 0 & M inspections involve the actual visit to the treatment plant site and visual inspection of the facility. The inspector determines if the facility and the equipment involved are properly maintained and operated. Certain limited physical and chemical tests are run on the effluent to help the evaluator determine the plant's efficiency and effectiveness of operation. -37- The following parameters are collected: Effl uent Temperature pH Dissolved oxygen Chlorine residual The inspection program is not a totally regulatory program. The inspectors provide technical assistance to operators with regard to the proper operation and maintenance of wastewater treatment facilities. The inspection results are discussed with the operator, when possible, to let him know what corrective measures, if any, are needed. Procedure The following is the procedure followed for completing a routine facility evaluation: 1. Plan work schedule ahead of visits. 2. Review file (for previous evaluations, inspections, orders, Enforcement action, etc.) and make notes of items which were unsatisfactory on previous visits and carry file or parts needed. 3. Review the permit completely. 4. Inform appropriate person (immediate supervisor) of your planned daily visits. 5. Make every effort possible to contact owner or operator of the facility to be evaluated to inform him of inspection plans. The owner or operator is expected to accompany the evaluator during the evaluation. 6. If you are unable to contact owner or operator, obtain access and permission to evaluate facility. 7. Make appropriate observations and field tests to determine which processes are satisfactory or unsatisfactory. The facility evaluator must make observations and tests as indicated on the evaluation forms. Effluent tests are mandatory. 8. If the facility has records of O&M, check records and make comments. 9. Reports must be completely filled out and signed by person making evaluation. Make appropriate remarks and recommendations. Deficiencies should be listed in remarks section of inspection form. 10. Record name of person you contacted. Have him-sign inspection form when possible. -38- 11. Inform the owner or operator of findings and ask him to make any needed corrections. 12. Those facilities found to require a follow-up visit must be scheduled and followed up at the specific time. Plan for follow-up should be stated on inspection form. 13. Dissolved oxygen, temperature and pH should be run on the stream above and below the facility discharge when observations indicate possible problem. 14. If samples are collected for laboratory analysis, coordination should be made with laboratory and results should be included with evaluation report. 15. If facility is not operated by a properly certified operator, this should be indicated on the evaluation report. Appropriate action should be initiated by the District Director to insure action is taken to retain an operator of the appropriate grade. The inspector's reports are reviewed in the district before the copies are distributed. One copy of the inspection is sent to the facility owner, one copy to the operator, one copy is kept in the district office, and the original is sent to Central Office to be reviewed, logged and sent to the Central Files. With every routine inspection, an update is made to the Carolina File Wastewater Inventory List. Inspection results are entered in PCS. Suspense files on problem facilities should be maintained in the District Office. The facility evaluators should also keep a list of facilities which need to be sampled for possible enforcement action. Those lists should be forwarded to the regional monitoring supervisor periodically to be scheduled for sampling. Follow-up inspections are a result of inadequacies being found during a State O&M inspection. If the follow-up inspections show that the inadequacies have not been corrected and the district staff has exhausted its resources in getting the facility in proper operational condition, then all necessary information concerning the facility can be addressed at a meeting at the District level. Enforcement action should follow the enforcement procedures for State O&M Inspections until compliance is achieved. E. Comoliance Samolincq Insoections Compliance sampling inspections are performed to determine if wastewater treatment facilities are operating as permitted and designed, to collect data for comparison with self-monitoring data, and to support enforcement action. Sampling of facilities are assigned the following priorities: 1. Federal Compliance Sampling Inspections. 2. Enforcement Section o~r EPA requests. 3. Engineering Division request. 4. District personnel request. S. Routine sampling. -39- Federal Comoliance Samolina Insnections Federal Compliance Sampling Inspections are conducted on all major dischargers and specific minor dischargers on an annual basis. The Federal Compliance Sampling Inspection requires that an inspection of the facility be conducted by the EQC district facility evaluator. This inspection is to be made an one of the three (3) days required for effluent sampling. The information gathered during this inspection is reported on the EPA Form 3560-3. A list of the dischargers receiving Federal Compliance Sampling Inspections for each EQC district appears in Appendix E. A detailed inspection of the facility's records, regular operation and maintenance, flow measurement devices, sampling procedures, laboratory, and other permit conditions for compliance verification is conducted by the district facility evaluator. If any deficiencies are found which can be corrected with little or no expense to the responsible facility officials, a notice of deficiency is issued to the facility official. This official is allowed ten (10) working days to respond to the deficiencies noted. If at the -end of ten days no response has been acknowledged, the facility evaluator should so state in his report for possible enforcement action. Effluent sampling is included in the Federal Compliance Sampling Inspection. Procedures for sampling the effluent are the same as discussed below for routine State Compliance Sampling Inspections. After the sampling and inspection has been completed, the laboratory results are mailed to the Analytical Services Division. The 3560 form, checklists, 'and narrative report are mailed to the Facilities Compliance Section. All.data should be completed and mailed to Columbia within two weeks of completion of sampling. Reauested Samolina InsDections Upon receiving a request for compliance sampling, a review of historical data and the NPDES permit regulations for the facility is conducted to determine if previous sampling data will be sufficient. If additional sampling is needed, a request, including all parameters desired is sent to the District Office responsible for sampling that facility. This is coordinated by personnel in the Central Office Facilities Compliance Section. A written request for the sampling is then made to the District monitoring supervisor. Sampling and reporting procedures are the same as for routine State Compliance Sampling Inspections. (see below) Routine State Comoliance Samolinci Inspections Routine state compliance sampling inspections are set up by the District monitoring supervisor. A schedule of facilities to be sampled is sent to the Facilities Compliance Section. It is a requirement that a monthly schedule of expected facility sampling be sent to the Central Office. All routine state compliance sampling inspections require two days of sample collections. The set-up of flow recorders and automatic samplers is accomplished on an initial sampling day. The samples are -40- collected from the automatic sampler on two consecutive days of the sampling period and taken to the District. laboratory for analyses. Samples are collected according to the NPDES permit requirements and SCDHEC's Standard O~eratina and Quality Control Procedures for Ambient Water Quality and Wastewater Facility Monitorinc (SCDHEC) and Procedures Manual for Stream and Wastewater Facility Flow Measurement (SCDHEC). After completion of the sample analyses the laboratory data sheets are sent to the Analytical Services Division which forwards them to the Facilities Compliance Section to be verified, reviewed and logged in. The data then goes to the Data Systems Management Section for processing and keypunching. After keypunching, the data is edited and a compliance monitoring report is generated. The data is compared with the NPDES permit limits to determine if any permit violations occurred. A formal report is then compiled by Facilities Compliance Section personnel and sent to the responsible facility official. Copies are transmitted to the Central Office files, the District, and EPA (majors). A written response to the agency for any significant permit violation is usually requested. Follow-up inspections are conducted on deficiencies noted in the CSI as outlined under the CEI section. F. Performance Audit Inspections The Performance Audit Inspection (PAI) is used to evaluate a permittee's self-monitoring program. The purpose of the inspection is not only to determine the quality of self-monitoring but also to assess the reliability of the data reported by the permittee. A field evaluation is conducted which includes an evaluation of flow measure- ment, sampling, records, and operation and maintenance. Facilities Compliance Section personnel perform this part of the PAI. A laboratory evaluation is also conducted which includes a review of analytical methods and procedures, sample handling and preservation, quality assurance, and records. The EQC Laboratory Certification Section performs this part of the PAI. The State routinely performs twelve (12) PAIs annually. Others may be performed as necessary. EPA also conducts a number of PAls in the State each year. G. Technical and/or Diaanostic Evaluations The technical and/or diagnostic evaluation focuses primarily on wastewater treatment facilities that are not in compliance with their permit requirements. The purpose of the evaluation can be to either evaluate causes of non-compliance in support of enforcement actions or to assist those facilities without self-diagnostic capability. The evaluation identifies major plant deficiencies in operation, design, and/or construction. Other aspects of the permit program such as the permittee's self-monitoring program can be included in the technical evaluation if deemed necessary. EQC conducts a minimum of twelve (12) technical and/or diagnostic evaluations annually. -41- H. Pretreatment Proaram Audit and/or Insoection The pretreatment program audit and/or inspection is conducted annually on those publicly owned treatment works (POTWs) that are required by~ regulation to have an approved pretreatment program. The purpose of the audit and/or inspection is to determine whether the program is being adequately implemented by the POTW. The audit would include a review of the following items: 1. P01W treatment facility background information. 2. PONW pretreatment program background information. 3. Evaluation of PONW pretreatment program changes. 4. Legal authority evaluation. 5. Application of pretreatment standards. 6. Compliance Monitoring and Enforcement - POTW personnel. 7. Compliance Monitoring and Enforcement - industrial user file review. S. Data management and public participation. 9. Program resources review. EQC conducts either a pretreatment program audit or pretreatment compliance inspection at least annually on each PONW required to have a pretreatment program. The pretreatment program audits are conducted at each PONW facility whose permit expires in the forthcoming year. The pretreatment compliance inspections are performed on all other POIW's in the same year. Industrial user inspections and tours of the facilities are included in the audit procedures.. A report of the findings is forwarded to the P01W for corrective actions where appropriate. The pretreatment program audits and/or inspections are being conducted by personnel of the Facilities Compliance Section, Central Office. -42- VI. OUALITY ASSURANCE/OUALITY CONTROL PROCEDURES It is the policy of Environmental Quality Control (EQC) that neces- sary quality assurance (QA) activities be conducted within the State of South Carolina to demonstrate that all environmental data generated, processed, or used will be scientifically valid, defensible, and of known and acceptable precision and accuracy. It is also the policy of EQC that all reported data will include documented precision and accuracy and be complete, representative, and comparable. The quality of all data generated shall meet or exceed all EQC and EPA program requi rements. The Deputy Commissioner for Environmental Quality Control has the overall responsibility for the development, implementation, and continued operation of EQC's QA Program. To insure that EQC's QA policy is uniformly applied to the generating and processing of all environmental data, a State Quality Assurance Management Office (SQAMO) has been established. This office is responsible for the Environmental Quality Control Assurance Program. Environmentally-related measurement activities con- ducted by or for EQC shall be done only with the approval of the State Quality Assurance Management Office (SQAMO) after assuring that adequate quality assurance guidelines and procedures have been incorporated. This includes study-planning, sample collection, preservation and analysis, data handling, and use of physical, chemical, biological, and other data related to the effects, sources, transport and control of pollution, as well as personnel review and training. To accomplish these goals the Water Quality Monitoring Section and Facilities Compliance Section have developed and instituted SQAMO approved field study procedures and documentation, and data review in addition to participating in the laboratory certification program and routine EPA operating overview. Some specifics of these Sections' QA/QC activities include: 1. Submission of all study plans to SQAMO for review and approval prior to implementation. 2. Use of bound field logbooks by all monitoring and facility evalua- tion personnel. In these logbooks are recorded all of the routine daily meter calibration results, remarks and notes relating to all activities, and values for all field measured parameters as well 'as time, date, station location, and collector identification informa- tion associated with all sampling activities. This logbook format provides a legally admissible document for any court supervised compliance/enforcement proceedings. 3. Regular reviews and updates of SCDHEC's Standard Operating and Quality Control Procedures for Ambient Water Quality and Wastewater Facility Monitoring (SOP), Procedures Manual for Stream and Waste- water Facility Flow Measurement, and Standard Operating and Quality Assurance Procedures for Biological Services. These documents describe in detail the field sampling procedures, meter calibration and maintenance procedures, sample chain-of-custody documentation, -43- sample preservation, holding times and recommended sample containers specifications, data sheet examples, and data submission requirements. 4. At least twice yearly all field personnel are accompanied on sample collection activities by the quality assurance officer for evaluation of adherence to standard operating procedures (SOP) for QA/QC. These evaluations each year are for water quality monitoring SOP review and for facility compliance sampling SOP review. 5. Approximately every other year the EPA conducts on-site routine overviews of SCDHEC's QA/QC procedures. 6. Water Quality Monitoring Section personnel participate in the laboratory certification program by assisting in the laboratory reviews conducted every three years (see subsequent section for a discussion of this program). 7. Data checking and editing is performed on data by the quality assurance officer after data punching but before final submission to the EPA STORET system. The STORET system performs additional data checks, and any errors reported are rechecked by the QA officer. -44- VII. EMERGENCY RESPONSE The Emergency Response Section, now part of the Bureau of Solid and Hazardous Waste Management, was established to respond to and coordinate emergency activities for all Office of Environmental Quality Control emergencies. The Emergency Response Section has the responsibility for emergencies related to water, air, drinking water, solid waste, waste- water, etc. A. Soill Resoonse Team Data collected during a spill investigation is for the dual purposes of establishing the spiller, if unknown, and as a means of measuring the actual or potential environmental damage caused by the spill. In this manner, the Department meets its directives of Section 48-1-50, Subparagraph 21 of the South Carolina Code of Laws which directs the Department to "establish the cause, extent, and origin of damages from waste including damages to the fish, water- fowl, and other aquatic animals and public property which result from the discharge of waste to the waters of the State." To encourage industry and transportation to minimize or elimi- nate spills, a State Contingency Plan for oil and hazardous materials has been developed. This plan was approved by the Department of Health and Environmental Control Board. Copies have been distributed to the following: Fire Departments Law Enforcement Civil Defense Agencies S.C. Highway Department S.C. Highway Patrol Industrial Section Sector Oil Jobbers Miscellaneous Engineering Firms and Interested Citizens Other Governmental Agencies This contingency plan is reviewed and updated every three (3) years, or more frequently if needed. We anticipate that the updated contingency plan will be reissued by late spring of 1990. A twenty-four hour telephone number has been established to facilitate spill reporting. The number~is 253-6488., Between 8:30 A.M. and 5:00 P.M. this number is manned by personnel in Emergency -45- Response, after 5:00 P.M., an answering service intercepts all calls, then contacts the person who i s on callI to respond to the spill.I Many spills are reported through this number and greater emphasis will be placed on the reporting of all spills. A spill response team has been established in each of the State's twelve districts. This has enhanced response time and provides for better local coordination through on-scene coordinators (OSC). Additional training sessions will be held in each of the twelve districts during FY'89. Each district office has at least one copy of a procedures manual and two reference manuals involving spills of oil and hazardous material s. The Emergency Response Section utilizes a computer system known as OHMTADS (Oil and Hazardous Material Technical Assistance Data System). This system is designed as a source of information and technical assistance which can be utilized during a serious spill situation. The information obtained can be relayed from the Central Office to the OSC in the field. A portable OHMTADS terminal telephone coupler apparatus i s availIabl e for use at the scene of a spill I. Access to Hazardline is also available as a source of additional information not available through OHMTADS. To encourage the development of a local contingency plan and mutual assistance groups, meetings have taken place with local governmental agencies (such as civil defense) and industries to develop spill cooperatives and response assistance groups. To coordinate response activities with other governmental agencies we work very closely with the Environmental Protection Agency, the United States Coast Guard, South Carolina Department of Highway and Public Transportation, South Carolina Water Resources Commission, the Emergency Preparedness Division of the South Carolina Adjutant General's Office, and South Carolina Wildlife and Marine Resources in the reporting and cleaning up of spills. This cooperation is necessary to provide for efficient, coordinated and effective action in minimizing damage from oil and hazardous substances. In addition, information is coordinated through other Department of Health and Environmental Control bureaus such as air, wastewater, water hygiene and special environmental programs. Spill data is also utilized by other Bureaus within the Department for enforcement actions, by concerned citizens for information collection, and frequently reviewed by attorneys during case preparation. B. Soill Prevention Control and Countermeasures (SPCC) To prevent the discharge of oil from non-transportation related onshore and offshore facilities into or upon the navigable waters of the United States we will randomly investigate facilities to determine if SPCC plans have been prepared and if key personnel are aware of and understand the plan. These investigations will be conducted both singularly and collectively with E.P.A. Region IV personnel on all non-transportation related onshore-and offshore facilities, which due to their location, could reasonably be expected to'discharge oil in harmful quantities, as defined in Part 110 of 40 CFR. -46- The regulation is very specific for the preparation and imple- mentation of Spill Prevention Control and Countermeasure Plans. For existing facilities, either onshore or offshore, the preparation date was July 10, 1974, and the implementation date was January 11, 1975. Anyone who has more t~han one tank above the ground whose aggregate capacities are greater" than 1,320 gallons, or any single tank whose capacity is greater than 660 gallons, must have a SPCC plan fully implemented. For tanks that are buried and whose capacities or aggregate capacities are greater than 42,000 gallons, the identical requirements exist. Tanks with lesser volumes, either above the ground or buried, are exempt from this requirement. A fully implemented plan is one which sets forth in detail how a spill can be prevented, how a spill will be handled once it occurs, and the emergency procedures to be followed. The plan -must be in accordance with good engineering practices and certified by a registered professional engineer. The plan must be kept at the facility to which it pertains if the facility is manned for eight (8) hours a day, or at the nearest field office if subject facility is not manned. Plans must be updated every three years. A certain amount of effort will be devoted to the reinspection of some facilities. C. Fish Kill Prociram Fish kill data is collected for the purpose of assisting in the determination of the cause of the kill. Data collected is used to help establish such trends as mismanagement of pesticide/herbicide application, pollution sources (both point and non-point) and natural phenomenons resulting in environmental stress. The fish kill data is available for use by other bureau's in assessing any environmentally sensitive areas, by interested citizens, and fellow agencies such as the South Carolina Department of Wildlife and Marine Resources. Fish mortalities result from a variety of causes, some of natural origin and some man-induced. It is recognized that speed is all- important in the initial phases of an investigation. Therefore, a twenty-four hour telephone number has been established for the report of fish kills. The number is 253-6488. Between 8:30 a.m. and 5:00 p.m. this number is manned by personnel of the Emergency Response Section. After 5:00 p.m., the answering service intercepts all calls, and then contacts the person from the Emergency Response Section who is on call. All fish kills should be reported initially to the Emergency Response Section via the 24-hour telephone number. The report should come to this number even if the district office is first notified of the kill. The Emergency Response Section will assist in co-ordinating and dispatching field investigators to the site of the fish kill. Once a kill is reported, a team of specially trained individuals is dispatched to the site. Since there is always the possibility of legal liability associated with a kill, a carefully developed field procedure is available for immediate activation. -47- When a kill report is received' maps of the area to be investigated are consulted to determine the best access points, and to locate known industrial, municipal, and other potential sources of pollution. A fish kill response team has been established in each of the State's twelv'e DHEC districts. This has enhanced our response time and provided for better local co-ordination through district personnel. We have assembled a standard fish kill kit. Sixty complete fish kill kits have been distributed among the Central and twelve district offices. Each kit consists of the following: ice chest, specimen containers, bacteri olog ical, biological, and chemical samples containers and preservatives. In conjunction with the above, an updated procedure manual has been distributed to each District Office as well as the South Carolina Wildlife and Marine Resources. Fish kill training seminars have been conducted to broaden the knowledge of the investigators and the scope of the investigations. Whenever public waters are involved, DHEC investigators should contact an official of the S.C. Wildlife and Marine Resources Division to co-ordinate fish kill investigations between the two departments. The fisheries' biologist should be contacted if possible. If he is not available, a member of the law enforcement division should be called. It should be noted that the Wildlife Division is restricted to freshwater fish kills, and the Marine Resources Division restricts itself to the investigation of fish kills in saline waters. Marine Resources Division is located in Charleston, South Carolina. The extent of investigation of a given fish kill lies in the extent of the kill, the numbers and kinds of fish involved, and the resources available for the investigation. Following a decision to investigate, the investigation should continue until a cause is determined, or until all known potential causes have been eliminated as being implicated in the kill. Analytical Services Division laboratories analyze all of the samples collected on fish kill investigations except for biological samples. They are alerted and given an estimate of the number and kinds of samples, and date of arrival. If the cause of a kill can 'be determined to be man induced, a- report is submitted to the Division of Water Quality Assessment and Enforcement of the Department of Health and Environmental Control for enforcement action. If the cause of a kill cannot be determined after investigation of all possible sources, then the Department of Health and Environmental Control will inform these possible sources that a kill has occurred and that the Department of Health and Environmental Control will ask them to investigate further and determine if a spill may have occurred accidentally which could have caused the kill. D. Technical Assistance With the promulgation of the hazardous material regulations, there is a definite need for additional training. Training is needed in the following areas: chemical identification, personnel protection during -48- spill investigations, spill investigations, reporting techniques and data collection. We are currently developing an in-house training course to encompass the areas of operation/maintenance of hazardous atmosphere monitoring equipment, response safety, and containment/cleanup techniques. Each District response person will receive at a minimum one safety and response technique training course. Central Office personnel receive a respiratory safety training course annually. Training for the Emergency Response Program is developed from both in-house and EPA sponsored training courses. -49- VIII. COMPLAINT INVESTIGATIONS A. Purgose The main purpose for the investigation of complaints is to determine if a pollution or health hazard exists and- to correct problems found. Another reason is to serve the public and to make the public aware of action taken by this agency. -B. Strategyv Because monitoring personnel are located in 12 District offices around the state, we are normally able to provide prompt response, follow-ups, and documentation of all complaints referred by the public or through a member of the legislature. -This activity is scheduled in such a manner that provides minimal disruption of the normal work schedule. State law provides that where a facility inspection is required, results of the inspection must be reduced to writing with a copy furnished to the complainant and the party being investigated. Correction of the problem is made voluntarily in most cases, but necessary enforcement can be taken under the Pollution Control Act by the Enforcement and NPDES Administration Division. C. ComDlaint Investiqation Policy Whenever possible, complaints should be filed with the district office having jurisdiction over the complainants location (see Table 9). Telephone complaints received in the central office will be documented and referred to the appropriate District Director by telephone or radio. Central Office personnel will listen -to the complaint, obtain the complainant's name and phone number, and advise him that the proper person will contact him by phone as soon as possible. It will then be the responsibility of the District Director to obtain the necessary information from the complainant and follow through with the investigation without delay. Complaint letters received in the Central Office will be acknowledged by a letter from this office and referred to the District Director for response. District Directors are advised that any and all assistance possible from this office will be furnished on request, but complaint investigation and proper documentation in our files is the specific responsibility of the District Director. We recognize the necessity for latitude and the exercise of professional judgement on the part of the District Director in complaint procedure and documentation. Again, with the express understanding that the handling of complaints is the responsibility of the District Director, the following is offered relative to proper documentation: 1. A memorandum to the file, (handwritten if necessary) covering complaint specifics and disposition, is considered to be the absolute minimum (copy to wastewater files). The standard -50- Table 8 Office of Environmental Quality Control EQC District Directory APPALACHIA I Environmental Quality Control Office (Anderson, Oconee Counties) 220 McGee Road Anderson, S.C. 29621 260-5569 APPALACHIA II Environmental Quality Control Office (Greenville, Pickens Counties) 301 University Ridge, Suite 5800 Greenville, S.C. 29601 242-9850 APPALACHIA III Environmental Quality Control Office (Spartanburg, Cherokee, Union 151 E. Wood Street Counties) Spartanburg, S.C. 29303 596-3800 CATAWBA Environmental Quality Control Office (Lancaster, Chester, York Counties) 1001 W. Grace Street Lancaster, S.C. 29720 285-7461 Mailing Address: PO Box 100, Fort Lawn, SC 29714 CENTRAL MIDLANDS Environmental Quality Control Office (Richland, Lexington, Newberry, Building No. 5, P.O. Box 156 Fairfield Counties) State Park, S.C. 29147 737-7015 LOW COUNTRY Environmental Quality Control Office (Beaufort, Jasper, Colleton, 149 Ribaut Square Hampton Counties) Beaufort, S.C. 29902 524-9760 LOWER SAVANNAH Environmental Quality Control Office (Aiken, Orangeburg, Barnwell, 117 Marion Street, NE Bamberg, Allendale, Calhoun Aiken, S.C. 29801 648-9561 Counties) PEE DEE Environmental Quality Control Office (Florence, Dillon, Marion, Darling- 3204 Industry Boulevard--Route 11 ton, Chesterfield, Marlboro Co.'s) Florence, S.C. 29501 662-3522 TRIDENT Environmental Quality Control Office (Charleston, Berkeley, Dorchester 1000 Air Park Road Counties) Charleston Heights, S.C. 29418 554-5533 UPPER SAVANNAH Environmental Quality Control Office (Greenwood, Abbeville, Laurens, P-129 Saluda, Edgefield, McCormick Co's.) One Park Avenue Greenwood, S.C. 29646 223-0333 WACCAMAW Environmental Quality Control Office (Horry, Georgetown, Williamsburg 1705 Oak Street Counties) Myrtle Beach, S.C. 29577 448-1902 WATEREE Environmental Quality Control Office (Sumter, Kershaw, Lee, 105 N. Magnolia Street Clarendon Counties) Sumter, S.C. 29151 '778-6548 Mailing Address: P.O. Box 1628 778-1531 complaint investigation form should' be used wherever practical since it will provide file documentation. 2. A facility owner has not been legally notified of an unsatisfactory situation unless he has been notified in writing. If, in the ,judgement of the District Director, the matter investigated may result in administrative or court action by this agency, the owner is to be properly notified with a copy to our files. In instances where a magistrate's warrant to enter. and inspect is issued, we have no choice but to reduce the results of such inspection to writing with a copy to the owner. 3. Many complaints, by their nature, necessitate a letter to the complainant covering results of the investigation and corrective measures taken. It is understood that copies of such letters will be sent to wastewater files (or appropriate program file). 4. In order that copies of letters and other documentation may be properly filed, it is requested that they be forwarded to the attention of Enforcement Section, Bureau of Wastewater and Stream Quality Control. 5. Poor or incomplete documentation will very effectively prevent the Department from taking proper enforcement action. 6. Use of the complaint investigation form is highly recommended. -52- IX. DRINKING WATER SUPPLIES MONITORING PROGRAM The monitoring program for drinking water supplies is divided into the following analytical groups: A. Microbiological B. Inorganic Chemicals C. Organic Chemicals A. MICROBIOLOGICAL Projected Samples Per Year 1. Routine Sampling 13,000 a. Repeat Samples 1,300 2. Town Surveys 3,400 3. Sanitary Surveys 500 4. Non-Routine Sampling 5,000 5. Private Well Samples 6,000 B. INORGANIC CHEMICAL 1. Routine Sampling (Public Complete Analysis Group) a. Surface Water 85 b. Groundwater (Community) 545 c. Groundwater (non-transient non-community) 125 d. Repeat Sampling 75 2. Routine Sampling (Nitrate Analysis) a. Groundwater (non-community) 310 b. Repeat Sampling 30 3. Controlled Fluoridation Program 1,500 (Fluoride Analysis) a. Repeat Sampling 100 4. Corrosion Monitoring (Metals Analysis) 400 5. Sanitary Survey (Public Complete Analysis Group) 200 6. Non-routine, Investigative Samples 1,400 7. Private Well Sampling (Private Routine Analysis 3,754 Group) C. ORGANIC CHEMICAL 1. Surface Water Supplies - Routine 85 a. Repeat Samples 8 2. Non-Routine Samples 550 3. Private Well Samples 1,580 -53- Projected Samples Per Year 4. Sanitary Surveys. ISO S . Trihalomethane Monitoring a. Greater than 10,000 population 140 b. Less than 10,000 population 94 6. Volatile Organic Compound Monitoring 3,094 (including 51 unregulated compounds) X. GROUND-WATER PROTECTION The Ground-Water Protection Division has the responsibility to develop a program to control and prevent the pollution of ground water in South Carolina. Technical and policy making assistance is provided to the Bureau of Drinking Water Protection, Bureau of Water Pollution Control, other State and Federal agencies, and the general public. A. Permit Issuance The responsibility for issuing permits for land disposal of wastes is assigned to the Bureau of Solid anid Hazardous Waste Management and the Bureau of Water Pollution Control. However, prior to issuance of a permit, the Ground-Water Protection Division is called in to technically review the plans and specifications and make a site investigation relative to the potential effects on ground-water quality at the site. An assessment of the geohydro- logical characteristics of the site is made by test drilling and recommendations are provided for issuance or denial of the permit, for conditions of the permit, and for ground-water quality monitoring. The objectives of the ground-water monitoring program are: a) To obtain data for the purpose of determining baseline condi- tions of ground-water quality at the site. b) To maintain a monitoring tracking system to ensure permit compliance. c) To provide data for the early detection of ground-water pollu- tion or contamination, particularly in ground-water recharge areas and in areas of significant ground-water use. d) To identify existing and/or potential ground-water pollution sources and to maintain surveillance of these sources, in terms of their impact on ground-water quality. e) To provide a statewide data base upon which management and policy decisions can be made concerning the surface and subsurface disposal of wastes and the protection of. ground- water resources. -54- B. Enforcement When a ground-water contamination problem is discovered, either from monitoring of a permitted site or from unregulated activities, the Division of Drinking Water Quality and Enforcement and/or the permitting program(s) pursue enforcement action. The purpose is to stop further pollution of ground water and to assess the severity and extent of the problem. The responsibility for the investigation is usually placed on the owner of the facility but occasionally, either because the owner is uncooperative or unknown, the study is performed by the Ground-Water Protection Division. Recommendations are made to the appropriate enforcement section(s) throughout all phases of the enforcement action until a suitable solution to the problem is reached. C. Water SuDolv The Water Supply Construction Division has the authority of permitting the construction or modification of public water supply systems in the state. Technical assistance is provided to the Water Supply Construction Division by the Ground-Water Protection Division by reviewing public water-well specifications to ensure proper well-construction standards are being met. Ground-water conditions as indicated by the monitoring program are considered in the review of the specifications and the proposed well location. Technical assistance is -provided to individual well owners upon request. The Water Supply Construction Division private well program. handles routine water-quality problems but when there are hydrogeological aspects, both related to quality and quantity, the Ground-Water Protection Division provides assistance to the well owner. Certification of well drillers through the Board of Certifi- cation of Environmental Systems Operators has been implemented. In addition, amendments to the State Safe Drinking Water Act authorizes regulation of the construction, maintenance, operation, and abandonment of wells by standards to be established by an Advisory Committee to the Board. The standards were implemented on June 28, 1985. D. 106 Program The Ground-Water Protection Division has been given the responsibility for development of the ground-water portions of the 106 water-quality management planning effort. Current projects being developed under 106 are as follows: a) Continual evaluation of the implemented comprehensive ground-water protection strategy for South Carolina with attendant public participation and awareness programs; b) Assessment of ground-water recharge for aquifer systems in South Carolina; c) Development and implementation of ground-water quality standards systems for South Carolina. -55- d) Development of an ambient ground-water quality monitoring network statewide. e) Develop and maintain a ground water contamination site inventory. E. Underaround Injection Control Proqram The Ground-Water Protection Division activities required under primacy of the Underground Injection Control Program include: a) Designation of underground sources of drinking water; b) Development and maintenance of an inventory of injection wells; c) Implementation of permitting for Class II, III, and IV A injection wells; d) Surveillance and investigation of injection facilities; e) Provision for training activities to support the U.I.C. program; f) Development and maintenance of data management system; g) Provision for public participation and the dissemination of information regarding ground-water protection. F. Underaround Storaqe Tank Proqram The Ground-Water Protection Division is responsible for the implementation of the Underground Storage Tank Control Regulations. Regulated activities include: a) Notification of existing underground storage tanks for development of a tank inventory; b) Permitting of new underground storage tank systems; c) Surveillance and investigation of all underground storage tank facilities; d) Overseeing all phases of leak assessments and remediations from underground tanks. e) Underground storage tank training opportunities; f) Development and implementation of automated data management system; g) Provision for public participation and dissemination of infor- mation concerning underground storage tanks. h) Administering the Federal UST Trust Fund Cooperative Agreement to address leaking UST's with no responsible party. 1) Development and implementation of programs' as mandated by State SUPERB Act. XI. SOLID AND HAZARDOUS WASTE FACILITY MONITORING PROGRAM It has been , recognized nationally that hazardous waste land disposal facilities are the known or potential sources of harmful contamination to the nation's ground-water supplies. Many such facilities have been determined to have inadequate ground-water monitoring systems to detect such contamination. In South Carolina, there are thirty-two hazardous waste land disposal facilities regulated under the South Carolina Hazardous Waste Management Regulations. These facilities are required to monitor groundwater in the upper most aquifer antd if contamination is detected, to conduct further comprehensive assessments. Additionally, pursuant to the federal 1984 Hazardous and Solid Waste Amendments to the Resource Conservation and Recovery Act, solid waste management units located at these and an additional 50 or so facilities will be evaluated to determine if release of- hazardous constituents have occurred. Ultimately, contamination from hazardous and solid waste management units must be remediated through corrective action programs. Consistent with Federal mandates, SCDHEC through its Bureau of Solid and Hazardous Waste Management conducts periodic inspections and evaluations of these groundwater monitoring systems. As a part of these oversight activities, ground-water samples are taken and analyzed. This ground-water information is utilized by Department staff in determining the adequacy of these monitoring systems. Furthermore, such data is invaluable in determining the reliability of results provided by the regulated community. -A. Solid Waste Facilities Ground-Water Monitorina Ground-water monitoring wells are located after approval from the Hydrogeology Division. An effort is made to determine the direction of flow of the ground water. One (1) well is then located hydraulically upgradient and at least two (2) wells are located hydraulically downgradient. Circumstances at the site may dictate additional wells (e.g., extremely large sites, complex .geol ogy) . To establish background conditions, wells are sampled quarterly for one (1) year. After background is established, monitoring may be reduced to semi-annual and annual monitoring. Changes in water quality would serve as an indicator that ground water may be impacted by the waste disposal activities. In addition to SCOHEC sampling, solid waste facilities submit all data that they collect. Analyses normally required of owners for sanitary landfill wells are: -57- To Establish Backaround Conditions.(quarterly for I year) pH Barium Endrin Specific conductance Cadmium Lindane Total organic carbon Chromium Methoxychlor Chlorides Lead Toxaphene Fluoride Mercury 2,4-D Sulfates Selenium 2,4,5-TP Silvex Nitrates Silver Water Level Arsenic After Backaround Conditions are Established Semi-Annuallv Annually pH Chlorides Specific conductance Sulfates Total Organic Carbon Nitrates Water Level When laboratory results show significant values in excess of allowable drinking water standard criteria for water quality, a determination will be made on the necessity of a leachate collection and treatment system to prevent ground water contamination. Other remedial measures may be considered (e.g., clay or impervious cover to restrict the flow of surface water through the waste). B. Hazardous Waste Land Disoosal Facilities Ground-Water Monitorinc EPA's Technical Enforcement Guidance Document is the primary guidance under which ground-water is monitored. A ground-water monitoring system must be capable of immediately detecting a release of hazardous waste or constituents into the uppermost aquifer and hydraulically interconnected aquifers. At least one (1) well must be located hydraulically upgradient from the waste management area. At least three (3) wells must be located hydraul- ically downgradient at the limit of the waste management area. To establish background concentrations, wells are sampled quarterly for one (1) year. After background is established, monitoring may be reduced to semi-annual and annual monitoring with the Department's concurrence. Changes in water quality would serve as an indicator that ground water may be impacted by the disposal activity. Data is required by regulation to be submitted to SCDHEC by facilities, and SCDHEC conducts periodic monitoring (Ref. SW- 846). Analysis normally required for interim status hazardous waste land disposal facilities are: -58- To Establish Backaround Conditions (quarterly for 1 year) Arsenic Silver Chloride Barium Endrin Iron Cadmium Lindane Manganese Chromium Methoxychlor Phenols Fluoride Toxaphene Sodium Lead 2,4-D Sulfate Mercury 2,4,5-TP Silvex pH Nitrate Radium Specific Conductance Selenium Gross Alpha Total Organic Carbon Gross Beta Total Organic Halogen Turbidity Water Level Coliform Bacteria After Backaround Conditions are Established Semi-Annually Annually pH Chloride Specific Conductance Iron Total Organic Carbon Manganese Total Organic Halogen Phenols Water Level Sodium Sulfate If contamination is determined to exist, more comprehensive assessments and corrective actions may be required under the regulations. -59- XII. LABORATORY SUPPORT A. 'Laboratory Services The Analytical Services Division provides laboratory services to the following programs: Water Pollution Control, Drinking Water Protection, Ground-Water Protection, Recreatignal Waters, Shellfish, Solid and Hazardous Waste Management, District Services, Biological Monitoring, and Emergency Response Services. The analytical services offered include bacteriological, chemical, and physical analyses. The types of samples analyzed include water, wastewater, leachate, soil, sediment, chemical wastes, fish, and shellfish. The organizational structure encompasses five sections and five regional laboratories. The Central Laboratory Sections include Sample Management, Metals Analysis, Automated Analysis, Or-ganic Analysis, and Environmental Microbiology. The five regional laboratories are located in Aiken, North Charleston, Florence, Greenville, and Lancaster. The Regional Laboratories initiate all stream and wastewater analysis and the Central Laboratories provide support analyses, i.e., metal, nutrient, toxic extraction procedures, and organic analyses. Drinking Water is essentially a Central Laboratory pro- gram with support from the Regional Laboratories. The Division Director coordinates the internal quality assurance program. B. Analytical Services Qualitv Assurance Proqram A quality assurance program is essential to produce valid data and to provide a means to systematically demonstrate its validity. The quality assurance program encompasses every aspect of the laboratory analysis from container preparation through the actual data release from the Analytical Services Division Laboratory to the Environmental Quality Control (EQC) Programs. The Analytical Services Division has developed two quality control manuals which detail the day-to-day operation of the quality assurance program: (1) Procedures and Quality Control Manual for Chemistry Laboratories--Analytical Services Divisio ,n; and (2) Laboratory Procedures Manual for Environmental Micro- biology--Analytical Services Division. The elements of quality control addressed in the manuals include organization and sample chain of custody; personnel training; quality control of laboratory services, equipment, reagents, solvents, and glassware; methodology; and analytical performance control. The overall laboratory quality assurance program which includes the previously discussed elements requires a minimum of 15% of allocated resources. The frequency for analysis of replicates and spike recovery samples is noted in the manuals and is in compliance with U.S. EPA guidelines. EPA reference samples are also analyzed as noted in the manuals. In addition, the -60- Analytical Services Division participates in the annual EPA Water Supply and Water Pollution Performance Audit Sample Programs. The Environmental Microbiology Laboratories perform replicate analyses, positive tast controls, media control tests, equipment control tests, etc., as required by EPA Laboratory Certification and Evaluation guidelines. The laboratory analyses are conducted according to the List of Approved Test Procedures in the Federal Register, Volume 49, No. 209, October 26, 1984, and in the Federal Register, Volume 51, No. 125, June 30, 1986. The Analytical Services Division quality control manuals include a section on methodology designed to reduce variations in applied techniques among the six laboratories where methods permit analyst interpretation, and thus provide a more uniform approach which will increase the reproducibility of results reported from the laboratory system. The proper containers must be selected for sampling as well as the proper preservation and an adequate volume collected. The reader should refer to the next section entitled "Sample Containers and Preservation." A detailed discussion of sample chain of custody and the management of data flow is included in the manuals. The reader should refer to the flow chart, Table 10, entitled "Sample Chain of Custody and Data Flow." C. Samole Containers and Preservation Control of the quality of laboratory analyses begins with the sample collection. The validity of analytical results obtained depends upon a representative 'sample of the source from which it was collected. The concentration of each constituent in a sampl e at the time of collection must be maintained until all analyses have been completed. Constituent concentrations may be altered after collection through contamination of the container, reactions between sample components and the container walls, and through naturally occurring reactions within the sample itself. This section contains the methodology employed by the Laboratories to control those factors which can affect sample'validity. The actual sample collection procedures are not included in this manual; the reader may wish to refer to the manual entitled Standard Ooeratincq and Oualitv Control Procedures for Ambient Stream and Wastewater Facility Monitorina (SCDHEC). Glass, polyethylene, and polypropylene bottles are used as sample containers. The sample container is cleaned and labeled for the parameter for which it is used. The containers used for the various parameters have been chosen for their chemical resistance to the chemical parameter of interest and the required preservatives.-Random substitution of containers may not be made. SAMPLE COLLECTION SITE _ _ REGIONAL LABORATORY SAMPLE CUSTODIANmples REGIONAL LABORATORY ANALYSES (Samples with Field Sheet) Data CENTL LABORATORY SAMPLE C U STODIN Samples CENTRAL LABORATORY SAMPLE CUSTODIAN Data METALS ANALYSIS SECTION AUTOANALYSIS SECTION ORGANIC CHEMISTRY SECTION MICROBIOLOGY SECTION ANALYTICAL SERVICES DIVISION OFFICE F ~~~~~~~~~~~I ' DRINKING WATER PilOTECTION. SOLID & HAZARDOUS WATER POLLUTION CONTROL WASTE MANAGEMENT I o I I DRINKING WTRRCETOA GWATER ATRSELIH BIOLOGICAL STREAM FACILITIES PROGRAM WATERS PROTECTION PROGRAM SERVICES MONITORING MONITORING .PROGRAM ' PROGRAM PROGRAM PROGRAM PROGRAM ANALYTICAL SERVICES DIVISION SAMPLE CHAIN OF CUSTODY AND DATA FLOW TABLE 9 Special cleaning procedures are employed for the various con- tai ners. Each parameter or parameter group involves different interfering compounds and contaminants which must be removed from the container walls. Containers required for Parameters analyzed by the Organic and Inorganic Chemistry Laboratories are maintained by those laboratories. Clean containers for organic and inorganic parameters are shipped to the Regional Laboratories by the Sample and Data Management Center in Columbia. Containers required for parameters analyzed by the Regional Laboratories are maintained by those laboratories and cleaned according to special procedures. Based upon the available sample preservation research data and the desire to parallel United States Environmental Protection Agency laboratory procedures, the Analytical Services Laboratories add preservatives to all drinking water, ground water, stream water, and wastewater program samples collected for chemical analyses upon receiving them into the laboratory with the following exceptions: (1) If the samples cannot be transported to the laboratory before the end of the working day which is normally 5:00 p.m., the samples must be preserved in the field. (2) All water samples for cyanide, phenol, and sulfide analyses must be preserved at the site immediately after collection. The district offices are responsible for requesting the pre- servatives in order to maintain an ample quantity. Each dispenser is labeled in bold letters to assist the collector to choose the proper preservative for the container; i.e., METALS, MERCURY, NUTRIENTS, TOC, etc. Because the concentration levels cannot be maintained at the level collected indefinitely, maximum holding times have been set for each parameter. Analyses must be completed during the time limits set for valid results. Required containers, preservatives, and holding times for each parameter and procedures used for preserving cyanide, phenol, and sulfide samples at the collection site are listed in the Procedures and Quality Control Manual for. Chemistry Laboratories - Analytical Services Division, and Standard Operating and Quality Control Procedures for Ambient Water Quality and Wastewater Facility Monitoring - Stream and Facility Monitoring Section. The regional or central laboratory chemists are responsible for providing containers, preservation materials, and preservation technique instructions to sample col- lectors for samples for cyanide, phenol, and sulfide analyses. D. Laboratory Evaluation Procqram The laboratory certification program is authorized by Regu- lation 61-81 entitled "State Environmental Laboratory Certification Program" which became effective January 1, 1981. The regulation applies to all laboratories which generate data for compliance with state environmental regulations. The two main components of the certification program are (1) an on-site evaluation of the laboratory in regard to facilities, equipment, methodology, records keeping, and quality control and -63- (2) the analysis of performance audit samples. A detailed report of the evaluation revealing all deficiencies found is written and returned to the laboratory with -a' letter stating that all deficiencies are to be corrected and certification obtained within 90 days. If certification is not obtained at the end of 90,days, Environmental Quality Control will not accept data from that laboratory. Audit samples must be analyzed satisfactorily prior to certification. These samples must be analyzed annually for each parameter for which certification is desired. The unsatisfactory analysis of two consecutive audit samples for any parameter will result in decertification. Evaluation of wastewater laboratories are now being scheduled based on date of last inspection and alphabetically for those which have not received an initial evaluation. These evaluations will include drinking water and wastewater laboratories with limited work in the disciplines of solid and hazardous waste, groundwater monitoring, air, and biological assessments. It should also be noted that some laboratories will require two or more people to perform the evaluation and many laboratories will require follow-up evaluations. Complete evaluations are planned at three year intervals. The laboratory certification staff assist with performance audit evaluations. Technical review of laboratory design and equipment specifications is conducted for the Construction Grants Program. -64- XIII. DATA HANDLING Data for samples that are analyzed in the District Laboratories are reported on the appropriate data sheets and released by the sample custodian. These data sheets are sent to the Analytical Services Division in Columbia each Friday where they, along with data sheets generated in the Central Laboratory, are sent to the appropriate program areas. All stream and facility data is distributed by Section managers to the appropriate section member. A. Ambient Stream Monitorina - Most ambient stream and sediment samples are collected by District personnel. The data is sent to the Water Quality Monitoring Section manager through the Analytical Services Division. The data are reviewed by the Water Quality Monitoring Section and are sent to Data Systems Management for key- punching. The keypunched data are edited and then stored in EPA's computerized data base (STORET) of water quality data. Data sheets are kept on file in the Water Quality Monitoring Section. B. SDecial Study Data - Generally special studies are initiated in the Central Office through requests from other Divisions or Districts. Samples are usually collected with the cooperation of the District within which the study area lies. Samples and data are handled as for ambient monitoring. C. ComDliance SamDlinc - Compliance sampling data are sent to the Facilities Compliance Section manager through the Analytical Services Division. After review by the Facilities Compliance Section, the data is sent to Data Systems Management for key- punching. Keypunched data is edited and a compliance monitoring report is generated. A determination of compliance is made by the Facilities Compliance Section. If the facility is not in com- pliance, a letter of noncompliance is sent to the owner. Copies of the data are sent to the District Lab and the Central files. Copies of the report are sent to the permittee, District, Central files, and EPA (majors). Inspections are tracked by EPA's computerized Permit Compliance System (PCS). D. NPDES ComDliance and Self-Monitorinq- NPDES compliance reports and self-monitoring data are monitored for accuracy and a determination of compliance made by the Enforcement Section. If the facility shows a trend of noncompliance, a Notice of Violation is sent to the owner. E. Federal ODeration and Maintenance InsDections - The inspection reports are completed by the Facility Evaluator and sent to the Facilities Compliance Section. After review and logging, copies are sent to the facility owner, the District, EPA Region IV, and the Facilities Compliance Section files. A letter is also sent to the owner with a response requested if problems are noted. Inspections are tracked by EPA's computerized PCS. F. State ODeration and Maintenance InsDections - Routine State 0 & M inspections are completed by the Facility evaluator and reviewed by the District Director. Copies of the report are distributed to the facility owner, the facility operator, and the district files, with -65- the original being sent to the-Facilities Compliance Section.. The original is later placed in the 'Central -files. Informati on -from the inspection is updated in the computerized Carolina File. Inspections are tracked by the EPA's computerized PCS. G. Fish Kill - Samples are sent to the Analytical Services Division for analysis. The data is sent to the Emergency Response Section and collated with the fish kill report. A copy of the fish kill investigation report and data is sent to the owner (if the kill occurred in a private pond), the person who reported the kill, the District Director of the area where the kill occurred, South Carolina Wildlife and Marine Resources if they helped with investigation or expressed interest in the kill, the Enforcement Section of DHEC, and OHEC's central files. A permanent numerical record is kept by the Emergency Response Section. H. Oil and Hazardous Materials - Normally, samples are not collected on spill investigations. However, whenever the spiller cannot readily be identified, the samples are collected and they follow the procedure as alluded to in the "fish kill" procedure. For hazardous materials investigations, samples are usually col- lected upstream and downstream of the spill site, along with samples of the spilled material. These samples are then returned to the Sample and Data Control Center of Analytical Services Division and logged in for analysis. Upon completion, data i s entered on the appropriate data sheet and forwarded to the Emergency Response Section to be collated with the spill report. Copies of the hazardous materials report and data are sent to the spiller if requested, the Environmental Protection Agency if appropriate, the Central file of the Department of Health and Environmental Control, and to the appropriate Enforcement Section of the South Carolina Department of Health -and Environmental Control. A permanent numerical record is kept in the Central files area. I. Biolociical Monitorinci- After samp les are collected, data sheets are kept on file in the Water Quality Monitoring Section until sample analysis is completed. Upon completion of analysis, any physical or chemical data are placed in STORET. Data sheets describing biological data are kept on file in the Water Quality Monitoring Section. -66- XIV. APPENDICES -67- APPENDIX A SOUTH CAROLINA DEPARTMENT OF HEALTH AND ENVIRONMENTAL CONTROL PRIMARY AND SECONDARY STREAM STATION DESCRIPTIONS LISTED BY LABORATORY DISTRICT APPENDIX A SOUTH CAROLINA DEPARTMENT OF HEALTH AND ENVIRONMENTAL CONTROL PRIMARY AND SECONDARY STREAM STATION DESCRIPTIONS LISTED BY REGION STREAM STATIONS FOR AIKEN - PRIMARY LOWER SAVANNAH DISTRICT Station DescriDtion Criteria Basin CSTL-003 SALKEHATCHIE RVR AT SC 278 2.5 MI S BARNWELL 6 0924 CSTL-012 COOSAWHATCHIE RVR AT S-03-22 1.5 MI SW ALLENDALE 1 0932 CSTL-028 -SALKEHATCHIE RVR AT SC 64 2 MI W OF BARNWELL 1,5 0924 E-008 N FORK EDISTO RVR AT S-38-39 WSW OF ROWESVILLE 2,16 0914 E-013 EDISTO RVR AT US 78 W OF BRANCHVILLE 1,2,4 0908 E-051 PROVIDENCE SWP AT E FRONTAGE RD TO 1-95 7 MI NW OF HOLLY HILL 7,14 0912 E-059 4 HOLE SWP AT S-38-50 5.2 MI SE OF CAMERON 1,7 0912 E-090 S FORK EDISTO RVR AT US 1 12 MI NE AIKEN 1 0918 E-091 N FORK EDISTO RVR AT SC 391 5.5 MI S BATESBURG 1 0916 E-092 N FORK EDISTO RVR AT SC 3 5.5 MI NW NORTH 1,2 0914 E-094 SHAW CREEK AT S-02-26 4.2 MI NE AIKEN 12,15 0918 E-099 N FORK EDISTO RVR AT S-38-74 NW ORANGEBURG 7,9 0914 S-123 LITTLE SALUDA RVR AT S-41-39 5.2 MI NE SALUDA 7,10 0840 S-131 LK GREENWOOD AT US 221 7.6 MI NNW 96 8,15 0844 S-186 SALUDA RVR AT SC 34 6.5 MI ESE OF 96 1 0842 S-295 SALUDA RIVER AT S.C. ROUTE 39 10 0842 ST-025 LK MARION AT MID BRDG ON 1-95 AT SANTEE 8 0804 SV-069 SAND RVR AT OLD US 1 1.2 MI SE WARRENVILLE 10 1306 SV-071 HORSE CK AT S-02-104 0.6 MI SW GRANITEVILLE 6 1306 SV-118 SAVANNAH RVR AT US 301 12.5 MI SW ALLENDALE 2,3,16 1304 SV-250 HORSE CK AT SC 125 1.5 MI SW CLEARWATER 6 1306 SV-251 SAVANNAH RVR AT US 1 1.5 MI SW N. AUGUSTA 6,12 1306 SV-252 SAVANNAH RVR AT SC 28 1.6 MI NNW OF BEACH ISLAND 1,3 1304 SV-291 CLARKS HILL RESERVOIR AT US 378 7 MI SW MCCORMICK 8,16 1308 SV-294 CLARKS HILL RESERVOIR AT DAM AT US 221 1.5 MI SW CLARKS HILL 1 1306 SV-318 LONG CANE CK AT S-33-117 7.0 MI NW MCCORMICK 10,17 1308 SV-323 SAVANNAH RVR AT LOCK AND DAM 1,3,16 1304 SV-324 TIMS BR AT SRP ROAD C 17 1304 SV-325 UPPER THREE RUNS CK AT SRP ROAD A 17 1304 SV-326 FOUR MILE CK AT SRP ROAD A-7 17 1304 Station Selection Criteria 1 = Influent to segment (sub-basin) 9 = Above major municipal area 2 = Effluent to segment 10 = Below major municipal area 3 = Major streams at state lines 11 = Mouth of major tributary 4 = Confluence of major streams 12 = Major water use area 5 = Above a major industrial area 13 = Above major land use area 6 = Below a major industrial area 14 = Below major land use area 7 = Water Quality limited area 15 = Above a water intake 8 = Major lake 16 = Basic Water Monitoring Program 17 = Other A-1 STREAM STATIONS FOR AIKEN - PRIMARY Lower Savannah District (continued) Station DescriDtion Criteria Basin SV-327 STEEL CK AT SRP ROAD A 17 1304 SV-328 LOWER THREE RUNS CK AT S-06-20 7.5 MI SW BARNWELL 17 1304 SV-329 HORSE CREEK AT ASCAUGA LAKE ROAD (S-02-33) IN GRANITEVILLE 5 1306 SV-330 STEVENS CREEK AT S-33-21 10 1306 Station Selection Criteria I = Influent to segment (sub-basin) 9 = Above major municipal area 2 = Effluent to segment 10 = Below major municipal area 3 = Major streams at state lines 11 = Mouth of major tributary 4 = Confluence of major streams 12 = Major water use area 5 = Above a major industrial area 13 = Above major land use area 6 = Below a major industrial area 14 = Below major land use area 7 = Water Quality limited area 15 = Above a water intake 8 = Major lake 16 = Basic Water Monitoring Program 17 = Other A-2 Primary Stream Monitoring Stations ~ dip~ ~ ~ ~ ~~~~~~~~~K STREAM STATIONS FOR AIKEN - SECONDARY LOWER SAVANNAH DISTRICT Station DescriDtion Criteria Basin CSTL-OO1B TURKEY CK 1 MI BL MILLIKEN BARNWELL OUTFALL AT CLINTON ST. 6 0924 CSTL-005 LEMON CK ON S-05-77 7 0924 CSTL-037 GRAPEVINE CK ON S-05-32 SW OF BAMBERG 10 0924 E-001 FIRST BR AT BRDG ADJACENT TO WTR PLT AT JOHNSON AT S-19-41 9 0918 E-002 S FORK EDISTO RVR AT S-19-57 BL JOHNSTON SWR OUTFALL 10 0918 E-007 N FORK EDISTO RVR AT US 601 AT ORANGEBURG 5 0914 E-007A N FORK EDISTO RVR AT POWER LINE CROSSING 2 MI BL E-007 6 0914 E-007B N FORK EDISTO RVR 4 MI BL E-007 AT A CABIN 6 0914 E-007C N FORK EDISTO RVR AT POLICEMANS CAMP 6 MI BL E-007 10 0914 E-012 SOUTH EDISTO RIVER AT SC 39 BRIDGE 2,11 0918 E-019 HOME BR AT S-38-68 1.2 MI SW OF HOLLY HILL 7 0912 E-022 GRAMLING CK AT CLVT ON SC 33 2 MI E OF ORANGEBURG 10 0912 E-036 GOOD LAND CK AT SC 4 2.1 MI E OF SPRINGFIELD 10 0918 E-076 TRIB TO GRAMLING CK AT SC 33-BL UTICA TOOL CO 6 0912 S-050 LITTLE SALUDA RVR AT US 378 E SALUDA 6,10 0840 S-092 CORONACA CK AT S-24-100 4 MI NW OF 96 7 0842 S-093 WILSON CK AT SC 702 5.2 MI ESE OF 96 7 0842 S-233 WILSON CK AT S-24-101 10 0842 S-235 WILSON CK AT S-24-124 7 0842 S-255 CLOUDS CK AT S-41-26 4 MI NW BATESBURG 7 0840 SV-068 BEAVERDAM CK AT S-19-35 3.8 MI NW OF EDGEFIELD 10 1306 SV-072 HORSE CK AT S-02-145 4 1306 SV-073 LITTLE HORSE CK AT SC 421 BL EFF OF CLEARWTR FIN 6 1306 SV-096 EFF FROM HORSE CK POND AT DAM ON S-02-254 5 1306 SV-151 HARD LABOR CREEK AT S-24-164 BRIDGE 10 1306 SV-175 LOWER 3 RUNS CK AT SC 125 11 MI NW OF ALLENDALE 6 1304 Station Selection Criteria 1 = Influent to segment (sub-basin) 9 = Above major municipal area 2 = Effluent to segment 10 = Below major municipal area 3 = Major streams at state lines 11 = Mouth of major tributary 4 = Confluence of major streams 12 = Major water use area 5 = Above a major industrial area 13 = Above major land use area 6 = Below a major industrial area 14 = Below major land use area 7 = Water Quality limited area 15 = Above a water intake 8 = Major lake 16 = Basic Water Monitoring Program 17 = Other A-4 41 ~ ~ ~ ~ 40~~~~~~~~~~~~~~~~~~~~~~~~ CIO~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~I Scnar StemMntrigSain STATIONS FOR CHARLESTON - PRIMARY TRIDENT DISTRICT Station Descriotion Criteria Basin CSTL-006 SALKEHATCHIE RVR AT 601 9 MI NE HAMPTON 1,2 0922 CSTL-062 TAIL RACE CANAL AT US 52 & 17A BELOW LAKE MOULTRIE 1 0820 CSTL-063 WASSAMASSAW SWP AT US 176 1 0818 CSTL-079 DIVERSION CANAL AT SC 45 12.6 MI W OF ST STEPHENS 1,2 0822 CSTL-098 COMBAHEE RVR AT US 17 10 MI ESE YEMASSEE 1,2,16 0920 CSTL-107 COOSAWHATCHIE RVR AT US 17 AT COOSAWHATCHIE 2 0930 CSTL-109 COOSAWHATCHIE RVR AT S-25-27 2.5 MI SW CUMMINGS 2,16 0932 E-015 EDISTO RVR AT SC 61 AT GIYHANS FERRY ST PK 1,16 0906 E-100 4 HOLE SWP AT US 78 E OF DORCHESTER 2,16 0912 MD-007 POCOTALIGO RVR AT US 17 AT POCOTALIGO 1 0926 MD-020 MOUTH OF WAPPOO CK BTWN CHANNEL MARKERS 3 & 4 7 0814 MD-026 STONO RVR AT SC 700 2 0814 MD-034 RT BK OF ASHLEY RVR BTWN MOUTH OF WAPPOO CK & DILLS CK 7 0814 MD-043 COOPER RVR AT CHANNEL MARKER 72 NEAR USN AMMO DEPOT 1 0810 MD-044 COOPER RVR BL MOUTH OF GOOSE CK AT CHANNEL BUOY 60 6 0810 MD-045 COOPER RVR AB MOUTH OF SHIPYD CK AT CHANNEL BUOY 49 2 0810 MD-046 COOPER RVR UNDER GRACE MEMORIAL BRDG 7 0814 MD-047 TOWN CK (W SIDE OF DRUM ISL) UNDER GRACE MEMORIAL BRDG 7 0814 MD-048 S CHANNEL CHAS HBR OFF FT JOHNSON QUAR STA BELL BUOY 28 7,16 0814 MD-049 ASHLEY RVR AT MAGNOLIA GARDENS 6,10 0818 MD-052 ASHLEY RVR AT SALRR BRDG 2 0818 MD-069 INTRACOASTAL WATERWAY AT SC 703 E MT PLEASANT 17 0806 MD-070 ABANDONED BRDG OVER THE COVE END OF PITT ST MT PLEASANT 7 0814 MD-071 SHEM CK AT BRDG ON US 17 7 0814 MD-113 GOOSE CK RES AT CHTN WTR INTAKE 12 0810 MD-114 GOOSE CK AT S-10-52 N CHTN 10 0810 MD-115 WANDO RVR AT SC 41 1 0808 MD-118 NEW RVR AT SC 170 9 MI W OF BLUFFTON 2 0928 MD-119 EDISTO RVR AT US 17 12.5 MI NW RAVENEL 1,2 0906 MD-120 DAWHOO RVR AT SC 174 9 MI N OF EDISTO BCH SP 1 0902 MD-152 COOPER RVR AT S-08-503 6.2 MI ESE OF GOOSE CK 2 0820 MD-165. CHAS HBR AT FT JOHNSON PIER AT MARINE SCI LAB 7 0814 MD-195 BOHICKETT CR AT SC 700 1 MI SW OF CEDAR SPRINGS 9,10 0902 MD-198 WANDO RVR BTWN RATHALL & HOBCAW CKS 2 0808 Station Selection Criteria 1 = Influent to segment (sub-basin) 9 = Above major municipal area 2 = Effluent to segment 10 = Below major municipal area 3 = Major streams at state lines 11 = Mouth of major tributary 4 = Canfluence of major streams 12 = Major water use area 5 = Above a major industrial area 13 = Above major land use area 6 = Below a major industrial area 14 = Below major land use area 7 = Water Quality limited area 15 = Above a water intake 8 = Major lake 16 = Basic Water Monitoring Program 17 = Other A-6 STATIONS FOR CHARLESTON - PRIMARY TRIDENT DISTRICT Station DescriDtion Criteria Basin MD-202 STONO RVR AT S-10-20 2 MI UPSTRM OF CLEMSON EXP STA 1 0814 MD-217 DURHAM CK AT S-08-9 BRIDGE 12,15 0820 MD-240 FOSTER CREEK AT CHARLESTON CPW WATER INTAKE 15 0820 MD-241 MECHAW CK AT SC ROUTE 45 17 0802 ST-001 SANTEE RVR AT SC 41/US 17A NE OF JAMESTOWN 5,16 0802 ST-006 S SANTEE RVR AT US 17 2 0802 ST-016 SANTEE RVR AT US 52 6.5 MI NNW OF ST STEPHENS 1 0802 SV-191 SAVANNAH RVR AT US 17 8.9 MI SSW OF HARDEEVILLE 2,3 1302 Station Selection Criteria 1 = Influent to segment (sub-basin) 9 = Above major municipal area 2 = Effluent to segment 10 = Below major municipal area 3 = Major streams at state lines 11 = Mouth of major tributary 4 = Confluence of major streams 12 = Major water use area 5 = Above a major industrial area 13 = Above major land use area 6 = Below a major industrial area 14 = Below major land use area 7 = Water Quality limited area 15 = Above a water intake 8 = Major lake 16 = Basic Water Monitoring Program 17 = Other A-7 cj~~~~~~~~, ~~~~~~~0~ ~ ~ ~ ~ rz~~~~~~~~~~~ ) ~~~~~~~~~~~~~~~~~~~~~~~~N, ,.r* Primary Stream Monitoring Stations Trident District STREAM STATIONS FOR CHARLESTON - SECONDARY TRIDENT DISTRICT Station DescriDtion Criteria Basin CSTL-007 COMBAHEE SWP BL YEMASSEE SEWAGE OUTFALL 10 0922 CSTL-010 SANDERS BR AT SC 278 9 0932 CSTL-011 SANDERS BR AT S-25-50 10 0932 CSTL-013 SAWMILL BR AT SC 165 9,10 0818 CSTL-043 SAWMILL BR AT SC 78 E OF SUMMERVILLE 9,10 0818 CSTL-044 IRELAND CK AT S-29-116 5 1/2 MI N OF WALTERBORO 9 0906 CSTL-068 ASHEPOO RVR AT SC 303 10 MI SSW OF WALTERBORO 17 0906 CSTL-069 ASHEPOO RVR AT US 17 3.4 MI ESE OF GREEN POND 4 0906 CSTL-075 BLACK CK AT CO RD 41 5 MI SW OF HAMPTON 7 0932 CSTL-085 PIER IN COOPER RVR AT END OF RICE MILL RD IN PIMLICO 10 0820 CSTL-099 EAGLE CK AT SC 642 5 MI SSE OF SUMMERVILLE 10 0818 CSTL-102 ASHLEY RVR AT SC 165 4.8 MI SSW OF SUMMERVILLE 6,10 0818 CSTL-108 SANDERS BRANCH AT SC RD 363 6 0932 E-014 EDISTO RVR AT US 15 S OF ST GEORGE 10 0908 E-016 POLK SWP AT UNIMP RD S-18-180 2 MI S OF ST GEORGE 10 0908 MD-001 BEAUFORT RVR AB BEAUFORT AT CHANNEL MARKER 231 6 0920 MD-002 BEAUFORT RVR AT DRAWBRDG ON US 21 6,10 0926 MD-003 BEAUFORT RIR BL BEAUFORT AT CHANNEL MARKER 244 6,10 0926 MD-004 BEAUFORT RVR AT JCT WITH BATTERY CK NR MARKER 42 6,10 0926 MD-005 BEAUFORT RVR BL OUTFALL OF PARRIS ISL MB AT BUOY 29 17 0926 MD-006 PORT ROYAL BTWN BUOY 25 & 24 W OF BAY PT ISLAND 2 0926 MD-010 WHALE BR AT US 21 5 0920 MD-013 MOUTH OF SKULL CK BTWN CHANNEL MARKERS 3 & 4 NEAR REDBO 17 0926 MD-016 MOUTH OF MAY RVR 1.0 MI W OF CHANNEL MARKER 29 4 0926 MD-025 ELLIOT CUT AT EDGE WTR DR (S-10-26 OFF HW 17) 11 0814 MD-039 GOOSE CK AT S-08-136 BRIDGE 10 0810 MD-116 BROAD RVR AT SC 170 7.5 MI SW OF BEAUFORT 17 0926 MD-117 CHECHESSEE RVR AT SC 170 10.5 MI SW OF BEAUFORT 17 0926 MD-128 BEES CK AT SC 462 5.9 MI NE OF RIDGELAND 17 0926 MD-135 ASHLEY RVR AT SC 7 (N BRDG) 17 0818 MD-172 BROAD RVR AT MOUTH OF ARCHER CK ON SW SIDE OF USMC 17 0926 MD-175 CALIBOGUE SD AT MOUTH OF COOPER RVR NR RED BUOY 32 3,4 0926 Station Selection Criteria 1 = Influent to segment (sub-basin) 9 = Above major municipal area 2 = Effluent to segment 10 = Below major municipal area 3 = Major streams at state lines 11 = Mouth of major tributary 4 = Confluence of major streams 12 = Major water use area 5 = Above a major industrial area 13 = Above major land use area 6 = Below a major industrial area 14 = Below major land use area 7 = Water Quality limited area 15 = Above a water intake 8 = Major lake 16 = Basic Water Monitoring Program 17 = Other A-9 STREAM STATIONS FOR CHARLESTON - SECONDARY TRIDENT DISTRICT Station Descriotion Criteria Basin MD-176 COLLETON RVR AT COLLETON NECK-AT JCT WITH CHECHESSEE RV 17 0926 MD-194 WHALE BR AT JCT WITH CAMPBELL'S CK-3/4 MI W OF MD-010 6 0920 MD-206 STONO RIVER AT ABBAPOOLA CREEK 12,14 0814 MD-207 KIAWAH RIVER MOUTH AT STONO RIVER 12,14 0814 MD-208 STONO RIVER MOUTH AT BUOY 10 OFF SANDY PT 12,14 0814 MD-209 BOHICKET CK AT FICKLING CK 12,14 0902 MD-210 BOHICKET CK MOUTH AT N EDISTO RVR 12,14 0902 MD-211 N EDISTO RVR MOUTH BTWN KIAWAH ISLAND & BOTANY BAY ISL 12,14 0902 MD-242 ASHLEY RIVER, BETWEEN LEEDS AVENUE BOAT RAMP AND MOUTH OF CHURCH CK. 10 0818 ST-005 N SANTEE RVR AT US 17 2 0802 ST-007 WALKER SW AT US 52 2.5 MI S ST STEPHENS 17 0820 Station Selction Criteria 1 = Influent to segment (sub-basin) 9 = Above major municipal area 2 = Effluent to segment 10 = Below major municipal area 3 = Major streams at state lines 11 = Mouth of major tributary 4 = Confluence of major streams 12 = Major water use area 5 = Above a major industrial area 13 = Above major land use area 6 = Below a majQr industrial area 14 = Below major land use area 7 = Water Quality limited area 15 = Above a water intake 8 = Major lake 16 = Basic Water Monitoring Program 17 = Other A-10 4,,~~~~~~~~~~~~~4 to~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~E 44~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ 0 Secondary Stream Monitoring Stations Trident District STREAM STATIONS FOR COLUMBIA - PRIMARY CENTRALS MIDLANDS DISTRICT Station DescriDtion Criteria Basin B-054 ENOREE RVR AT S-36-45 3.5 MI AB JCT WITH BROAD RVR 2,11,16 0860 B-080 BROAD RIVER DIVERSION CANAL AT COLA WATER PLANT 1,2,15 0850 B-236 BROAD RVR AT SC 213 2.5 MI SW OF JENKINSVILLE 1,16 0850 B-280 SMITH BR AT N MAIN ST IN COLA 7,10 0850 B-327 MONTICELLO LK-LOWER IMPOUNDMENT BETWEEN LARGE ISLANDS 12 0852 B-328 MONTICELLO LK-UPPER IMPOUNDMENT AT BUOY IN MIDDLE OF LAKE 12 0852 C-001 GILLS CK AT BRDG ON US 76 (GARNERS FERRY ROAD) 7 0824 C-007 CONGAREE RVR AT US 601 1,2,6,10,16 0824 C-008 CONGAREE CK AT US 21 AT CAYCE WATER INTAKE 12,15 0824 C-017 GILLS CK AT SC 48 (BLUFF ROAD) 6,10 0824 C-068 FOREST LAKE AT DAM 15 0824 CSB-OO1L CONGAREE RVR AT BLOSSOM ST (SALUDA RIVER) 1,4,10,16 0824 CSB-OO1R CONGAREE RVR AT BLOSSOM ST (BROAD RIVER) 1,4,10,16 0824 CW-206 WATEREE RVR AT US 76 & 378 1,2,5,6,16 0826 CW-207 LK WATEREE AT END OF S-20-291 8 0830 CW-208 LK WATEREE AT S-20-101 11 MI ENE WINNSBORO 8 0830 CW-209 LK WATEREE AT SMALL ISLAND 2.3 MI N OF DAM 8 0830 CW-222 WATEREE RIVER 1.6 MI US CONFLUENCE WITH CONGAREE 2,6 0826 S-042 BUSH RIVER AT SC 560 S OF JOANNA 6,10 0842 S-204 LK MURRAY AT DAM AT SPILLWAY (MARKER 1) 8 0838 S-223 BLACKSGATE BR LK MURRAY AT SC 391 1,8 0838 S-260 KINLEY CK AT S-32-36 (ST. ANDREWS RD.) IN IRMO 10 0838 S-270 SALUDA RVR AT 1-20 2 0838 S-273 LK MURRAY AT MARKER 166 8 0838 S-274 LK MURRAY AT MARKER 143 8 0838 S-279 LK MURRAY AT MARKER 63 8 0838 S-280 LK MURRAY AT MARKER 102 8 0838 S-290 CAMPING CK S-36-202 BLW GA PACIFIC 6 0838 S-294 TWELVE MILE CREEK AT U.S. ROUTE 378 17 0838 Station Selection Criteria 1 = Influent to segment (sub-basin) 9 = Above major municipal area 2 = Effluent to segment 10 = Below major municipal area 3 = Major streams at state lines 11 = Mouth of major tributary 4 = Confluence of major streams 12 = Major water use area 5 = Above a major industrial area 13 = Above major land use area 6 = Below a major industrial area 14 = Below major land use area 7 = Water Quality limited area 15 = Above a water intake 8 = Major lake 16 = Basic Water Monitoring Program 17 = Other A-12 STREAM STATIONS FOR COLUMBIA - SECONDARY CENTRAL MIDLANDS DISTRICT Station DescriDtion Criteria Basin B-047 BROAD RVR AT SC 34 14 MI NE OF NEWBERRY 6 0852 B-072 DUNCAN CK AT US 176 1.5 MI SE OF WHITMIRE 6 0860 B-077 WINNSBORO BR BELOW PLANT OUTFALL 10 0850 B-110 LK ELIZABETH AT SPILLWAY ON US 21 7,8 0850 B-123 WINNSBORO BR AT US 321-AB WINNSBORO MILLS OUTFALL 5 0850 B-145 LITTLE RVR AT S-20-60 3.1 MI SW OF JENKINSVILLE 17 0850 B-316 CRANE CK AT S-40-43 UNDER 1-20 - N COLA 7 0850 C-005 SIX MI CK ON US 21 S OF CAYCE 10 0824 C-021 MILL CK AT SC 262 9 0824 C-022 MILL CK AT US 76 AT PINEWOOD LK 8 MI SE OF COLA 9 0824 C-025 LK CAROLINE SPILLWAY AT PLATT SPRINGS RD 10 0824 C-048 WINDSOR LK SPILLWAY ON WINSDOR LK BLVD 7 0824 C-058 LK INSPIRATION - ST MATTHEWS (FRONT OF HEALTH DEPT) 9 0804 C-061 SAVANNAH BR AT S-32-72 1.7 MI NNW OF S CONGAREE 9,17 0824 C-063 HALFWAY SWP CK AT S-09-43 3 MI E OF ST MATTHEWS 10 0804 C-066 RED BANK CK AT S-32-244 9 0824 C-067 RED BANK CK AT SANDY SPRINGS RD BTWN S-32-104 & SC 602 10 0824 C-069 CEDAR CREEK AT S-40-66 14 0824 CW-040 LITTLE WATEREE CK AT S-20-41 5 MI E OF WINNSBORO 10 0830 E-034 BULL SWP CK AT CLVT ON UNIMP RD 1.1 MI NW OF SWANSEA 9 0914 E-035 BULL SWP CK AT US 321 0.9 MI S OF SWANSEA 10 0914 E-101 LIGHTWOOD KNOT CREEK OFF LEXINGTON CO. RD 77 AT CITY OF BATESBURG WATER INTAKE 10,15 0916 S-044 SCOTT CK AT SC 34 SW OF NEWBERRY 9 0842 S-099 LITTLE RVR AT S-36-22 8.3 MI NW SILVERSTREET 11 0842 S-102 BUSH RVR AT S-36-41 8.5 MI S OF NEWBERRY 11 0842 S-149 SALUDA RVR AT MEPCO ELECT. PLANT WATER INTAKE 2.8 MI SSE IRMO 15 0838 S-150 LORICK BR AT PT UPSTRM OF JCT WITH SALUDA RVR 10 0838 S-151 LORICK BR AT S-32-107 2 MI SSE IRMO 10 0838 S-152 SALUDA RVR JUST BELOW LK MURRAY DAM 8 0838 S-211 HOLLANDS LANDING LK MURRAY OFF S-36-26 AT END OF S-36-3 8 0838 S-212 MACEDONIA LANDING LK MURRAY AT END OF S-36-26 MACEDONIA 8 0838 S-213 ADAMS CAMP BR ON CO RD S-36-15 OFF S-36-26 8 0838 S-287 RAWLS CREEK AT S-32-107 10,14 0838 Station Selection Criteria 1 = Influent to segment (sub-basin) 9 = Above major municipal area 2 = Effluent to segment 10 = Below major municipal area 3 = Major streams at state lines 11 = Mouth of major tributary 4 Confluence of major streams 12 = Major water use area 5 = Above a major industrial area 13 = Above major land use area 6 = Below a major industrial area 14 = Below major land use area 7 = Water Quality limited area 15 = Above a water intake 8 = Major lake 16 = Basic Water Monitoring Program 17 = Other A-13 C lis f-a 9? C, 715 ed a r lackst d A R M Water, hite Lit 1/7 34 inar s I 176 ro LA B nti i oro Mill 1 a apa eway (21 on w Hel 3 w annons 269 rna 76, - T've osperi y n 'w S e IBEFw R C 0 Figin S m n 1) 21 K 11' Yk St C, S-2 0 378 est CQI 0 N pr ed Bank 76 a Pin C, one a 26 drna 6 7 222 lion ort M(tte Pi I 21 3 0 H StMatt 17 r North E n iso rG I3 t 21 n e Primary Stream Monitoring Stations Central Midlands District C I'l C ~_ kst ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ eg Id a Secondary~~~~~~~~~~~~~~~~~~~~~~~~~~~ Stream Montoin Stti1 IE N own~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ Water~~~~~~~~~~~~~~~~~~ STREAM STATIONS FOR FLORENCE - PRIMARY PEE DEE DISTRICT Station Descriotion Criteria Basin MD-073 SAMPIT RVR OPP AMER CYANAMID CHEM CO 6 0702 MD-075 SAMPIT RVR BTWN MOUTHS OF PORTS CK & PENNY ROYAL CK 5 0702 MD-077 SAMPIT RVR AT US 17 5,6 0702 MD-080 WINYAH BAY AT JCT OF PEE DEE & WACCAMAW AT MARKER 92 2,4,16 0702 MD-124 WACCAMAW RVR AT SC 9 7.0 MI W OF CHERRY GROVE 1 0716 MD-127 INTRACOASTAL WTRWAY AT SC 544 7.5 MI SW OF MYRTLE BEACH 2,10 0715 MD-146 WACCAMAW RVR & ICWW 1 MI BL JCT-AT BUCKSPORT LANDING 2,4 0716 MD-149 WHITES CK 100 YDS UPSTRM OF JCT WITH SAMPIT RVR 10 0702 MD-162 LITTLE RVR AT S END OF ISL DUE E OF TOWN (IN RVR) 1 0715 PD-012 PEE DEE RVR AT US 1 NE CHERAW 1 0726 PD-021 BLACK CK AT S-16-18 1 MI NNE HARTSVILLE 5 0725 PD-023 BLACK CK AT S-16-13 5.5 MI NE HARTSVILLE 6 0725 PD-025 BLACK CK AT S-16-133 2.25 MI NE OF DARLINGTON 6 0725 PD-027 BLACK CK AT S-16-35 5.5 MI SE DARLINGTON 6,10,16 0725 PD-028 PEE DEE RVR AT SC 34 11 MI NE DARLINGTON 2,16 0726 PD-038 LUMBER RVR AT US 76 AT NICHOLS 2,16 0722 PD-041 LYNCHES RVR AT US 52 NEAR EFFINGHAM 1 0728 PD-043 POCOTALIGO RVR AT S-14-50 9.5 MI NE MANNING 2 0714 PD-052 LITTLE PEE DEE AT S-34-60 2 0720 PD-061 PEE DEE RVR AT US 701 2.75 MI NE YAUHANNAH 1,16 0702 PD-069 LITTLE PEE DEE RVR AT SC 57 11.5 MI NW DILLON 1 0720 PD-076 GREAT PEE DEE RVR AT US 378 6,17 0724 PD-091 POCOTALIGO RVR AT US 15 3.5 MI S SUMTER 1,9 0714 PD-170 BLACK RVR AT SC 51 11.6 MI NE OF ANDREWS 1 0706 PD-189 LITTLE PEE DEE RVR AT US 378 12 MI W CONWAY 2 0718 PD-202 POCOTALIGO RVR AT S-43-32 9 MI SSE OF SUMTER 6,7,10,16 0714 PD-227 BLACK RVR AT S-45-35 8.6 MI NW OF KINGSTREE 1,2 0712 PD-281 LYNCHES RVR AT S-21-49 5 MI NW JOHNSONVILLE 2,9 0728 PD-325 BLACK RVR AT S-22-489 4 MI NE GEORGETOWN 2 0706 PD-332 SPARROW SWAMP AT S-21-55 NR JOHNSONS CROSSROADS 2,14 0730 ST-024 LK MARION AT END OF S-14-64 AT CAMP BOB COOPER 8 0804 Station Selection Criteria 1 = Influent to segment (sub-basin) 9 = Above major municipal area 2 = Effluent to segment 10 = Below major municipal area 3 = Major streams at state lines 11 = Mouth of major tributary 4 = Confluence of major streams 12 = Major water use area 5 = Above a major industrial area 13 = Above major land use area 6 = Below a major industrial area 14 = Below major land use area 7 = Water Quality limited area 15 = Above a water intake 8 = Major lake 16 = Basic Water Monitoring Program 17 = Other A-16 0 ~ ~ ~~~~~~~~~~~ ~~~~I ,~~~~~~l Primary Stream Monitoring Stations Pee Dee District STREAM STATIONS FOR FLORENCE - SECONDARY PEE DEE DISTRICT Station Descriotion Criteria Basin MD-074 SAMPIT RVR AT CHANNEL MARKER #30 4 0702 MD-076N TURKEY CK S-22-42 SW OF GEORGETOWN 6 0702 MD-085 INTRACOASTAL WTRWAY AT PT 3 MI N OF BRDG ON US 501 10 0715 MD-087 INTRACOASTAL WTRWAY JUST N OF BRDG ON US 501 9,10 0715 MD-088 INTRACOASTAL WTRWAY 1 MI S OF BRDG ON US 501 9,10 0715 MD-089 INTRACOASTAL WTRWY 2 MI S OF BRDG ON US 501 9,10 0715 MD-091 INTRACOASTAL WTRWY 4 MI N OF BRDG ON US 501 9,10 0715 MD-107 KINGSTON LK NR PUMP STA ON LAKESIDE DR CONWAY 10 0716 MD-110 WACCAMAW RVR AT US 501 BY PASS AROUND CONWAY 17 0716 MD-111 WACCAMAW RVR AT COX'S FERRY ON CO RD 110 10 0716 MD-125 INTRACOASTAL WTRWY (LITTLE RVR) ON SC 9 (US 17) 9 0715 MD-136 WACCAMAW RVR 1/4 MI UPSTRM OF JCT WITH INTRA- COASTAL WTRWY 4 0716 MD-137 WACCAMAW RVR NR MOUTH OF BULL CK AT CHANNEL MARKER 50 9 0702 MD-138 WACCAMAW RVR AT CHANNEL MARKER 57 10 0702 MD-158 CRABTREE CK AT LONG ST BL OUTFALL OF CONWAY #1 POND 10 0716 PD-014 CROOKED CR AT S-35-43 10 0726 PD-015 PEE DEE RYR AT US 15 6 0726 PD-016 PANTHER CK AT S-35-27 10 0720 PD-017A MCCLAUREN'S MILL POND SC 381 10 0720 PD-029E LITTLE PEE DEE RVR AT S-17-23 5 0720 PD-030 MAPLE SWP AT SC 57 10 0720 PD-030A LITTLE PEE DEE RVR BELOW JCT WITH MAPLE SWP 10 0720 PD-031 BUCK SWP AT S-17-33 10 0720 PD-035 JEFFERIES CK AT SC 327 AT CLAUSSEN 10 0724 PD-036 CATFISH CK AT US 76 9 0724 PD-037 BROWN SWP AT S-34-31 10 0718 PD-039 GREEN SWP AT S-43-33 9 0714 PD-042 LITTLE PEE DEE RIVER AT US 501 10 0718 PD-044 BLACK RVR AT US 52 AT KINGSTREE 5,9 0710 PD-045 BLACK RVR AT SC 377 AT BRYAN'S CROSS ROADS 6 0710 PD-055 LITTLE PEE DEE RVR AT SC 9 5,6 0720 PD-072 SPARROW SWP AT S-16-697 2.5 MI E OF LAMAR 10 0730 PD-081 PRESTWOOD LK AT US 15 8 0725 PD-085 LYNCHES LK AT US 378 9 0728 Station Selection Criteria 1 = Influent to segment (sub-basin) 9 = Above major municipal area 2 = Effluent to segment 10 = Below major municipal area 3 = Major streams at state lines 11 = Mouth of major tributary 4 = Confluence of major streams 12 = Major water use area 5 = Above a major industrial area 13 = Above major land use area 6 = Below a major industrial area 14 = Below major land use area 7 = Water Quality limited area 15 = Above a water intake 8 = Major lake 16 = Basic Water Monitoring Program 17 = Other A-18 STREAM STATIONS FOR FLORENCE - SECONDARY PEE DEE DISTRICT Station DescriDtion Criteria Basin PD-086A LYNCHES LK ON SC 341 10 0728 PD-087 LYNCHES LK AT SC 341 2.6 MI W OF JOHNSONVILLE 9 0728 PD-097 CATFISH CANAL AT S-34-38 IN MARION 7 0724 PD-098 TURKEY CK AT LIBERTY ST IN SUMTER ABOVE SANTEE PRI 5,9 0714 PD-103 HIGH HILL CK AT US 52 ON CO LINE 9 0725 PD-106 LYNCHES RVR ON 1-20 4 OR 5 MI BELOW BISHOPVILLE SEPTIC 10 0730 PD-107 CROOKED CK AT SC 9 IN BENNETTSVILLE 9 0726 PD-112 COUSAR BR 1/4 MI BELOW BISHOPVILLE FINISHING CO 6 0730 PD-115 POCOTALIGO RVR AT 3RD BRDG N OF MANNING ON US 301 7 0714 PD-116 BLACK RVR AT S-14-40 E OF MANNING 17 0712 PD-137 SNAKE BR AT WOODMILL ST-HARTSVILLE 6 0725 PD-141 60" TILE DISCHARGING TO DITCH ACROSS RD AT DARLINGTON STP 10 0725 PD-143 KINGSTREE SWP CANAL AT S-45-44 2.1 MI NNE KINGSTREE 6 0710 PD-159 BLACK CK AT S-16-23 4.7 MI NW OF HARTSVILLE - 6 0725 PD-168 BIG SWP AT S-21-360 1.1 MI W OF PAMPLICO 9 0728 PD-169 BIG SWP AT US 378 & SC 51 0.9 MI W OF SALEM 7 0728 PD-172 BLACK MINGO CK AT SC 41 14 MI NE OF ANDREWS 2,14 0708 PD-176 LAKE SWP AT S-26-99 5.9 MI NW OF AYNOR 17 0718 PD-177 CHINNERS MILL BR AT S-26-24 1.9 MI SSE AYNOR 10 0718 PD-186 BLACK RVR AT US 76 1.5 MI NE OF MAYESVILLE 9 0712 PD-187 SMITH SWP AT US 501 1.9 MI SSE OF MARION 10 0724 PD-190 MAIDEN DOWN SWP AT SC 41 3.5 MI N OF MULLINS 6,10 0720 PD-201 ROCKY BLUFF SWP AT S-43-41 8.1 MI E OF SUMTER 10 0712 PD-203 PUDDING SWP AT SC 527 8.1 MI NW OF KINGSTREE 10,11 0712 PD-229 NEWMAN SWP AT S-16-449 0.9 MI NE OF LAMAR 9 0730 PD-230 MIDDLE SWP AT SC 51 3.5 MI SSE OF FLORENCE 10 0724 PD-231 JEFFRIES CK AT UN# RD 3.3 MI ESE OF CLAUSSEN 17 0724 PD-236 PEE DEE RVR 2.5 MI DWNSTREM FROM MOUTH OF JEFFRIES CK 6,10 0724 PD-239 NASTY BR AT S-43-251 7.5 MI SW OF SUMTER 6 0714 PD-255 JEFFRIES CK AT SC 340 6.8 MI SSW OF DARLINGTON 5 0724 PD-256 JEFFRIES CK AT S-21-112 4.8 MI W OF FLORENCE 6 0724 PD-258 SNAKE BR AT RR AVE IN HARTSVILLE 6 0725 PD-268 SONOVESTA CLUB HARTSVILLE OFF DOCK OF PRESTWOOD LK 8 0725 PD-306 PANTHER CK AT US 15 OUTSIDE MCCOLL 9 0720 PD-310 BEAVERDAM CK AT S-17-30 8 MI E OF DILLON 17 0722 PD-319 LYNCHES RIVER AT SC 403 17 0730 PD-320 SMITH SWP AT S-34-19 1 MI E OF MARION 9 0724 PD-321 CATFISH CANAL AT MARION BYPASS 2 MI SW OF MARION 10 0724 PD-330 BLACK CK AT HWY 15 BYPASS 10 0725 ST-018 TAWCAW CK AT S-14-127 3.2 MI S OF SUMMERTON 10 0804 A-19 A ''' 'b ~~~~~~~~~j -~~~~~~~~~~~~~~~~~ I - Secondary Stream Monitoring Stations Pee Dee District STREAM STATIONS FOR GREENVILLE - PRIMARY APPALACHIA II DISTRICT Station Descriotion Criteria Basin B-008 TYGER RVR AT S-42-50 E. WOODRUFF 2,4 0866 B-021 FAIRFOREST CK AT SC 56 1,6,10 0864 B-026 N PACOLET RVR AT S-42-956 6.5 MI E LANDRUM 1 0868 B-041 ENOREE RVR AT SC 49 SE OF WOODRUFF 2 0862 B-148 MIDDLE TYGER RVR AT SC 14 2 MI SSW GOWANSVILLE 1 0866 B-317 S TYGER RVR AT SC 253 BL TIGERVILLE 1 0866 B-321 TRIB TO FAIRFOREST CK 200 FT BL S-42-65 6 0864 BE-O001 TRIB TO ENOREE AT UNNUM RD W US 25 N TRAVELERS REST 1 0862 BL-001 LAWSONS FORK CK AT S-42-108 6,10 0868 S-007 SALUDA RVR AT SC 81 SW OF GREENVILLE 1 0847 S-013 REEDY RVR AT S-23-30 3.9 MI SE GREENVILLE 6,7,10 0846 S-018 REEDY RVR AT S-23-448 1.75 MI SE CONESTEE 6,7,10 0846 S-021 REEDY RVR AT S-23-06 E WARE SHOALS 2 0846 S-034 LITTLE RVR AT US 76 BUS IN LAURENS ABOVE STP 6,9 0842 S-073 REEDY RVR AT UN# RD OFF US 276 .75 MI E TRAVELERS REST 1 0846 S-088 N SALUDA RVR AT S-23-42 5.2 MI NNW TIGERVILLE 1,12 0848 S-125 SALUDA RVR AT US 25 BYPASS 1.5 MI ESE WARE SHOALS 2,16 0844 S-138 REEDY RVR AT FOOTHILLS RD OFF US 25 1.9 MI SW TRVLS REST 6 0846 S-250 SALUDA RVR AT FARRS BRDG ON SC 183 7 MI NE EASLEY 2 0848 S-291 TABLE ROCK RESERVOIR AT WATER INTAKE 15 0848 S-292 NORTH SALUDA RESERVOIR AT WATER INTAKE 15 0848 S-296 LAKE RABON 300 FT US OF DAM 8 0844 SV-031 ROCKY RVR AT S-04-263 2.7 MI SE ANDERSON AT STP 10 0131 SV-098 LAKE RICHARD B. RUSSELL AT SC 72 3.1 MI SW CALHOUN FALLS 8,15 1308 SV-100 SAVANNAH RVR AT SC 181 6.5 MI SW STARR 1,3 1310 SV-121 LK SECESSION AT HWY 184 8 1310 SV-122 DAM AT LK SECESSION 8 1310 SV-227 N FORK CHATTOOGA RVR AT SC 28 3.5 MI NW MT REST 1,3 1312 SV-230 BIG EASTATOE CREEK AT S-39-143 17 1314 SV-249 SENECA RVR AT SC 183 3.8 MI WSW SIX MILE 8 1312 SV-288 HARTWELL RESERVOIR AT SC 24 9.7 MI WNW OF ANDERSON 8 1312 SV-311 LK KEOWEE AT SC 188 - CANE CK ARM 3.5 MI NW SENECA 8 1314 SV-312 LK KEOWEE AT SC 188 - CROOKED CK ARM 4.5 MI N SENECA 8 1314 SV-313 LK JOCASSEE AT LANDING AT S-37-25 5.0 MI NE SALEM 8 1312 SV-322 HARTWELL RES AT S-37-54 (CONEROSS CK ARM) 8,10 1312 Station Selection Criteria 1 = Influent to segment (sub-basin) 9 = Above major municipal area 2 = Effluent to segment 10 = Below major municipal area 3 = Major streams at state lines 11 = Mouth of major tributary 4 = Confluence of major streams 12 = Major water use area 5 = Above a major industrial area 13 = Above major land use area 6 = Below a major industrial area 14 = Below major land use area 7 = Water Quality limited area 15 = Above a water intake 8 = Major lake 16 = Basic Water Monitoring Program 17 = Other A-21 STREAM STATIONS FOR GREENVILLE - SECONDARY APPALACHIA II DISTRICT Station DescriDtion Criteria Basin B-005 SOUTH TYGER RVR AT S-42-63 10 0866 B-012 MIDDLE TYGER RVR AT S-42-63 6 0866 B-019 JIMMIES CK AT S-42-201 2 MI E OF WOODRUFF 10 0866 B-020 FAIRFOREST CK AT US 221 S OF SPARTANBURG 6 0864 B-028 PACOLET RVR AT S-42-55 BL JCT OF N & S PACOLET R 4 0868 B-035 BIG DURBIN CK ON S-42-160 3 MI E OF SIMPSONVILLE 10 0862 B-037 ENOREE RVR AT S-42-118 SW OF WOODRUFF 7 0862 B-038 MILL CK AT S-42-118 1 1/4 MI SW WOODRUFF 10 0862 B-097 DURBIN CREEK AT SC 418 10 0862 B-099A ON # 1 INLET LK LANIER IN GREENVILLE CO 8 0868 B-099B AT DAM LK LANIER IN GREENVILLE CO 8 0868 B-103 SPIVEY CK AT S-42-208 2.5 MI SSE OF LANDRUM 10 0868 B-113 RT BK OF DAM AT BOWEN LK ON RD S-42-213 NE OF INMAN 8 0868 B-149 S TYGER RVR AT SC 14 2.9 MI NNW OF GREER 8,12 0866 B-162 TYGER RVR AT US 221 7.6 MI NNE OF WOODRUFF 4 0866 B-163A PACOLET RVR AT BRDG ON S-42-757 2.9 MI NW OF COWPENS 6,10 0868 B-164 FAIRFOREST CK AT S-42-651 3.5 MI SSE OF SPARTANBURG 6,10 0864 B-186 MOUNTAIN CK AT S-23-335 6 0862 B-191 POTTER BR ON RD 30 BL OUTFALL FROM HOUSING PROJ COWPENS 10 0868 B-192 PRINCESS CREEK AT COUNTY ROAD 540 6 0862 B-219 N TYGER RVR AT US 29 7.2 MI W OF SPARTANBURG 5 0866 B-221 LAWSONS FK CK AT S-42-40 BL INMAN MILL EFF 6 0868 8-231 BEARDS CK AT US 276 3.7 MI NNE OF CLINTON 6,10 0860 B-235 KELSEY CK AT S-42-321 6 0864 8-241 GILDERS CK AT S-23-142 2.75 MI ENE OF MAULDIN 10 0862 B-242 TRIB TO FAIRFOREST CK 50 FT AB S-42-65 4 MI NW OF SPARTANBURG 6 0862 B-259 LITTLE BUCK CK AT UN# CO RD 2.3 MI SW OF CHESNEE 6,10 0868 B-263 S TYGER RVR AT SC 290 3.7 MI E OF GREER 10 0866 B-277 LAWSONS FORK CK AT S-42-218 2.7 MI SSE OF INMAN 5,10 0868 B-278 LAWSONS FORK CK AT UN# RD BL MILLIKEN CHEM 6 0868 Station Selection Criteria 1 = Influent to segment (sub-basin) 9 = Above major municipal area 2 = Effluent to segment 10 = Below major municipal area 3 = Major streams at state lines 11 = Mouth of major tributary 4 = Confluence of major streams 12 = Major water use area 5 = Above a major industrial area 13 = Above major land use area 6 = Below a major industrial area 14 = Below major land use area 7 = Water Quality limited area 15 = Above a water intake 8 = Major lake 16 = Basic Water Monitoring Program 17 = Other A-22 it Res OW4, ass ramlin 0 Sprin k 13 t-", Mi r Fe co y �rse LAKE fton oc JOGA n RTA 01 Colet am Sh Par a n in R oil x r Spri- S Pauline 'Five zer nn ile 007 oil n C Wa r RI L Fou S II fik co mmurl r n 00 k Sho In Labe G gsrrior a Franc r Sandy Ln Oa arks reek DER -a en I y a Is RESERVOI A2 r rlo( A 21, C. YA. 3YR M Primary Stream Monitoring Stations Lo een r Appalachia 11 District S 22 houn r ay M Car el A N X", B- Co ills 0 Falls 7' OW4 cam n Sprin k Bottom L n a Fe AKE y Lit, JOCA Vale cc it u 9 S - 0 0 G E 0 tf a Ha a Sh S uc p I M rin tation Jo Aria Pauline r E x a I DA Ti F I nn 0 4 C far 4 w N Id M fill f L UV b Lake F-ount n Du Wn d v nts CD rommuni in S 35 Cro d V-0 14 Lab ork Shoo 1. Gr -3 ena (a dy S us S! its Creek 89 ydia S no RESER I Af needs la S-09 riot MO EK Itlrnes ,on !B ob I e Secondary Stream Monitoring Stations tail s H or Appalachia II District dj oun a IS -0 2- r ley STREAM STATIONS FOR GREENVILLE - SECONDARY APPALACHIA II DISTRICT Station Descriotion Criteria Basin B-301 PAGE CK AT S-42-1258 1.7 MI SE LANDRUM 10 0868 B-302 HEADWTR OF BOWEN LK AT S-42-866 1 MI SE CAMPOBELLO 6,8 0868 B-315 TRIB TO N TYGER RVR AT UN# RD BL JACKSON #2 EFF 6 0866 BE-007 ROCKY CK AT BRDG IN BATESVILLE 1 MI AB JCT WITH ENOREE 6,10 0862 BE-009 BRUSHY CK AT S-23-164 10,11 0862 BE-015 ENOREE RVR AT CO RD 164 6,10 0862 BE-018 ENOREE RVR AT SC 75 6,10 0862 BE-020 HORSE PEN CK AT BRDG 1/4 MI AB JCT WITH ENOREE RVR ON RD 143 10 0862 BE-024 ENOREE RVR AT US 221 10 0862 BE-035 BRUSHY CKAT HOWELL RD (UN#) APPROX 5 MI NE OF GREENVILLE 7 0862 BE-039 BEAVERDAM CK AT RD 1967 10 0862 BE-040 GILDER CK AT SC 14-AB GILDER CK PT 6,10 0862 BL-005 LAWSONS FORK CK AT S-42-79 AT VALLEY FALLS 6 0868 BP-001 PACOLET RVR AB DAM AT PACOLET MILLS 6,10 0868 S-004 N SALUDA RVR AT BRDG AB JCT WITH SALUDA RVR E OF SC 186 14 0847 S-005 BR OF GEORGES CK AT S-39-192, 2.6 MI NE EASLEY 10 0847 S-010 BROAD MOUTH CK AT US 76 10 0847 S-022 REEDY FORK OF LK GREENWOOD AT S-30-29 8 0844 S-035 LITTLE RVR AT S-30-37 SE OF LAURENS 6,10 0842 S-063 GEORGES CK AT US 123A - EASLEY 6,10 0847 S-067 BRUSHY CK ON GREEN ST EXT BL DUNEAN MILL ON SC 20 6 0846 S-072 REEDY RVR ON HWY 418 AT FORK SHOALS 7 0846 S-084 BRUSHY CK AT S-04-52 8.3 MI N WILLIAMSTON 10 0847 S-087 SOUTH SALUDA RIVER AT CO RD 101 14,17 0848 S-091 ROCK CK AT S-23-453 3.5 MI SW OF SIMPSONVILLE 10 0846 S-096 RABON CK AT S-30-54 8.8 MI NW CROSS HILL 14,17 0844 S-097 CANE CK AT SC 72 3.1 MI SW CROSS HILL 8,14 0844 S-119 SALUDA RVR AT S-04-178 3.2 MI SE WILLIAMSTON 10 0847 S-135 NORTH CK AT JCT WITH US 76 2.8 MI W OF CLINTON 7 0842 S-161 TRIB TO SALUDA RVR ON DURHAM ST BL CAROLINA PLATING 6 0847 S-168 LAUREL CK AT US 276 BELOW FIBER IND 6 0846 S-171 GROVE CK AT UN# RD BELOW J P STEVENS ESTES PLANT 6 0847 S-178 HUFF CK AT SC 418 1.6 MI NW FORK SHOALS 6 0846 S-231 SPAIN CK AT SC 288 BELOW GAYLEY MILLS 6 0848 S-252 MIDDLE SALUDA RVR AT SC 288 2.3 MI WSW SLATER 11,14 0848 S-264 LANGSTON CK AT SC 253 6 0846 S-267 TRIB TO SALUDA RVR 350 FT BL W PELZER STP ON S-23-53 10 0847 S-289 BROAD MOUTH CK AT S-04-267 - BL BELTONS MARSHALL PLANT 10 0847 SV-004 CONEROSS CK AT SC 59 10 1312 A-25 STREAM STATIONS FOR GREENVILLE - SECONDARY APPALACHIA II DISTRICT Station Descriotion Criteria Basin SV-015 TWELVE MI CK AT S-39-51 N OF NORRIS 15 1312 SV-017 18 MI CK AT UNNUMBERED CO RD 2.25 MI SSW OF EASLEY 10 1312 SV-037 BETSY CK AT S-04-259 BL FIBERGLAS OUTFALL 6 1310 SV-041 ROCKY RVR AT S-04-152 BL ROCKY RVR STP 10 1310 SV-043 CHEROKEE CK AT S-04-318 4 MI S OF BELTON 10 1310 SV-052 SAWNEY CK AT CO RD 1.5 MI SE OF CALHOUN FALLS 10 1308 SV-053B BLUE HILL CK ON S MAIN ST ABBEVILLE 6 1308 SV-106 MARTIN CK AT S-37-65 N OF CLEMSON 8,10 1312 SV-107 TWELVE MI CK AT SC 133 6,8 1312 SV-111 THREE & TWENTY CREEK AT CO RD 280 6 1312 SV-135 18 MI CK AT S-39-93 SW OF CENTRAL 6,10 1312 SV-136 FIRST CK AFTER LEAVING CENTRAL AT CLVT ON MAW BRDG RD 10 1312 SV-137 12 MI CK AT S-39-337 6 1312 SV-139 CUPBOARD CK AB BREAZEALE ST PLANT & BL BLAIR HILL AT S-04-733 6 1310 SV-140 CUPBOARD CK AT S-04-209 BL EFF FROM BELTON 2 PLANT 6,10 1310 SV-141 BROADWAY CK AT US 76 BTWN ANDERSON & BELTON 14 1310 SV-181 6 & 20 CK AT S-41-29 8.2 MI SE OF PENDLETON 14 1312 SV-200 TUGALOO RVR AT US 123 7.0 MI SW OF WESTMINSTER 3,8 1312 SV-203 LITTLE RVR AT S-37-24 7.1 MI NE OF WALHALLA 17 1314 SV-206 N FORK 12 MI CK AT US 178 2.9 MI N OF PICKENS 9 1312 SV-236 H'WELL RESERVOIR AT S-37-184 6.5 MI SSE OF SENECA 8 1312 SV-239 GOLDEN CK AT S-37-222 1.2 MI NW OF LIBERTY 10 1312 SV-241 WOODSIDE BR AT US 123 1.5 MI E OF LIBERTY 10 1312 SV-245 18 MI CK AT S-39-27 3.3 MI S OF LIBERTY 6,10 1312 SV-282 12 MI CK AT S-39-273 2.8 MI SSW OF PICKENS 6,10 1312 SV-301 NORRIS CK AT S-37-435 1 MI S OF WESTMINSTER 10 1312 SV-303 LK KEOWEE AT HEADWTR AT END OF S-37-202 1.5 MI SE OF W UNION 10 1314 SV-308 E FK OF CHATTOOGA RVR AT SC 107 2 MI S OF ST LINE 3 1312 SV-316 BIG GENEROSTEE CK AT CO RD 104 10 1310 Station Selection Criteria 1 = Influent to segment (sub-basin) 9 = Above major municipal area 2 = Effluent to segment 10 = Below major municipal area 3 = Major streams at state lines 11 = Mouth of major tributary 4 = Confluence of major streams 12 = Major water use area 5 = Above a major industrial area 13 = Above major land use area 6 = Below a major industrial area 14 = Below major land use area 7 = Water Quality limited area 15 = Above a water intake 8 = Major lake 16 = Basic Water Monitoring Program 17= Other A-26 STREAM STATIONS FOR LANCASTER - PRIMARY CATAWBA DISTRICT Station Descriotion Criteria Basin B-042 BROAD RVR AT SC 18 4 MI NE GAFFNEY 1 0856 B-044 BROAD RVR AT SC 211 12 MI SE OF GAFFNEY 2 0856 B-046 BROAD RVR AT SC 72/215/121 3 MI E OF CARLISLE 2,16 0854 B-048 PACOLET RVR AT SC 105 6 MI AB JCT WITH BROAD RVR 2,11 0868 B-051 TYGER RVR AT SC 72 5.5 MI SW OF CARLISLE 2 0864 CW-002 ROCKY CK AT S-12-335 3.5 MI E OF CHESTER 6,10 0832 CW-008 FISHING CK AT SC 223 NE RICHBURG 7 0832 CW-013 SUGAR CK AT SC 160 E OF FORT MILL 7 0836 CW-016 CATAWBA RVR AT SC 9 AT FT LAWN 2,16 0834 CW-016F FISHING CK RES 2 MI BL CANE CREEK 5,8 0832 CW-023 CROWDERS CK AT S-46-564 NE CLOVER 7 0836 CW-029 FISHING CK AT SC 49 NE YORK 1,5,6 0832 CW-041 CATAWBA RVR AT SC 5 AB BOWATER 1,2,5 0836 CW-057 FISHING CK RES 75 FT AB DAM NR GREAT FALLS 5,8 0832 CW-152 CROWDERS CK AT US 321 0.5 MI N OF NC ST LINE 6 0836 CW-176 SIX MILE CREEK AT S-29-54 17 0836 CW-197 LAKE WYLIE AB MILL CK ARM AT END OF S-46-557 1,8 0836 CW-198 LAKE WYLIE AT CROWDERS CK ARM 8 0836 CW-201 LY WYLIE N LAKEWOODS S/D AT EBENEZER ACCESS 8 0836 CW-226 MCALPINE CREEK AT US 521, NC 10 0836 PD4004 BLACK CK AT S-13-43 1 MI NE NICEY GROVE 1 0725 PD-006 LITTLE LYNCHES RVR AT US 601 2 MI NE KERSHAW 1 0732 PD-080 LYNCHES RVR AT S-28-15 4.5 MI SE BETHUNE 1,4 0730 PD-113 LYNCHES RVR AT SC 9 W OF PAGELAND 1 0734 PD-327 LK ROBINSON AT S-13-346 5 MI E MCBEE 7 0725 Station Selection Criteria 1 = Influent to segment (sub-basin) 9 = Above major municipal area 2 = Effluent to segment 10 = Below major municipal area 3 = Major streams at state lines 11 = Mouth of major tributary 4 = Confluence of major streams 12 = Major water use area 5 = Above a major industrial area 13 = Above major land use area 6 = Below a major industrial area 14 = Below major land use area 7 = Water Quality limited area 15 = Above a water intake 8 = Major lake 16 = Basic Water Monitoring Program 17 = Other A-27 Soul ~~~ Z at In~~~sire - ~~ 002\ ~ WYLIE Wars\ iorroeVr rz ')ep Ion acolet Mu B-0 4 \\O~~~~~~~~~on ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~77 ?Ii) I4~~~~~ ~ > - ~ Wh,te5 ' A~ ~~~ ~~~~~~~~~~~~~~~~~~~~~~~~ CrRn 4,~~~~~~~~~~~~~oac il tl ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ Warow/l STREAM STATIONS FOR LANCASTER - SECONDARY CATAWBA DISTRICT Station Description Criteria Basin B-056 CHEROKEE CK AT US 29 3 MI E OF GAFFNEY 10 0856 B-057 BUFFALO CK AT SC 5 1 MI W OF BLACKSBURG 5 0856 B-059 IRENE (BEAVERDAM) CK AT S-21-307 2.5 MI W OF GAFFNEY 10 0856 B-062 THICKETTY CK AT SC 211 2 MI AB JCT WITH BROAD RVR 10,11 0856 B-064 MENG CK AT SC 49 2.5 MI E OF UNION 10 0854 B-067A TOSCH'S CK AT US 176 2 MI SW OF UNION 10 0864 B-067B TOSCH CK AT RD TO SEWAGE PT OFF HWY S-42-92 SW OF UNION 9 0864 B-074 DRY FORK CK AT S-12-304 2 MI SW OF CHESTER 10 0854 B-075 SANDY RVR AT SC 215 2.5 MI AB JCT WITH BROAD RVR 17 0854 B-086 ROSS BR TO TURKEY CK AT SC 49 SW OF YORK 10 0854 B-088 CANOE CK AT S-11-245 1/2 MI W OF BLACKSBURG 10 0856 B-095 THICKETTY CREEK AT S-11-165 6 0856 B-100 FURNACE CK AT S-11-50 6 MI E OF GAFFNEY 10 0856 B-119 BUFFALO CREEK AT S-11-213, 2.2 MI NNW OF BLACKSBURG 15 0856 B-128 LIMESTONE MILL CK AT RD CONNECTING US 29 & SC 1 10 0856 B-133 THICKETTY CK AT SC 18 8.3 MI S OF GAFFNEY 10 0856 B-159 BULLOCKS CK AT SC 97 4.8 MI S OF HICKORY GROVE 17 0856 B-199 MITCHEL CK AT CO RD 233 2.3 MI SSW OF JONESVILLE 10 0864 B-211 PEOPLES CK AT UNIMPROVED RD 2.3 MI E OF GAFFNEY 9 0856 B-243 TRIB TO BROWNS CK AT CLVT ON CO RD 384 3 MI E OF UNION 17 0856 B-286 TINKER CK AT RD TO STP 1.3 MI SSE OF UNION 9 0864 B-287 TINKER CK AT UN# CO RD 1.7 MI SSE OF UNION 10 0864 B-323 DOOLITTLE CK AT S-11-100 1.25 MI SE OF BLACKSBURG 10 0856 B-325 CK INTO CRAWFORD LK ON UN# RD NEAR SC 161 & 705-KINGS MT 9 0856 B-326 LONG BR CK ON SC 216 BL KINGS MTN PK REC AREA 10 0856 B-330 GUYON MOORE CREEK AT S-46-223 6 0856 BF-007 FAIRFOREST CK ON CO RD 12 SW OF JONESVILLE 6 0864 BF-008 FAIRFOREST CK AT CO RD 16 SW OF UNION 6,10 0864 CW-006 WILDCAT CK AT S-46-650 10 0832 CW-009 STEEL CK AT S-46-22 N OF FORT MILL 7 0836 CW-011 STEEL CK AT S-46-270 10 0836 Station Selection Criteria 1 = Influent to segment (sub-basin) 9 = Above major municipal area 2 = Effluent to segment 10 = Below major municipal area 3 = Major streams at state lines 11 = Mouth of major tributary 4 = Confluence of major streams 12 = Major water use area 5 = Above a major industrial area 13 = Above major land use area 6 = Below a major industrial area 14 = Below major land use area 7 = Water Quality limited area 15 = Above a water intake 8 = Major lake 16 = Basic Water Monitoring Program 17 = Other A-29 STREAM STATIONS FOR LANCASTER - SECONDARY CATAWBA DISTRICT Station Descriotion Criteria Basin CW-017 CANE CK AT S-29-50 6,7 0834 CW-019 WATEREE RVR AT US 1 10 0828 CW-027 LK WYLIE AT SC 49 AND SC 274 8 0836 CW-036 SUGAR CREEK AT S-46-36 6,10 0836 CW-047 GILLS CK AT US 521 NNW OF LANCASTER 7 0834 CW-064 MCALPINE CK AT S-29-64 10 0836 CW-080 25 MI CK AT S-28-05 3.7 MI W OF CAMDEN 10 0828 CW-083 12 MI CK AT S-29-55 0.3 MI NW OF VAN WYCK 6 0836 CW-088 GRASSY RUN BR AT SC 72 1.6 MI NE CHESTER 9 0832 CW-096 WILDCAT CK AT S-46-998 9 MI ENE OF MCCONNELLS 10 0832 CW-105 BROWN CK AT UNIMP RD 1.2 MI N OF CLOVER BL PLT 10 0836 CW-131 BEAR CK AT S-29-292 1.6 MI W OF LANCASTER 7 0834 CW-134 CALABASH BR AT S-46-414 2.5 MI SE OF CLOVER 10 0836 CW-151 BEAR CK AT S-29-362 3.5 MI SE OF LANCASTER 5 0834 CW-153 BEAVER DAM CK AT S-46-152 8 MI E OF CLOVER 6 0836 CW-154 KELLY CK AT S-28-367 2.9 MI SE OF ELGIN 5 0826 CW-155 SPEARS CK AT SC 12 3.6 MI SE OF ELGIN 6 0826 CW-171 ALLISON CK AT US 321 3.1 MI S OF CLOVER 6,10 0836 CW-174 CATAWBA RVR AT UNIMP RD AB JCT WITH ROCKY CK 6 0832 CW-175 ROCKY CK AT S-12-141 SE OF GREAT FALLS 12 0832 CW-185 CANE CK AT SC 200 5 MI NNE OF LANCASTER 7 0834 CW-192 CROWDERS CK AT S-46-79 4.5 MI NW OF CLOVER 7 0836 CW-200 LK WYLIE AT SC 274 9 MI NE OF YORK 8 0836 CW-212 TOOLS FORK CK AT S-46-195 7 MI NW OF ROCK HILL 7 0832 CW-213 BIG PINE TREE CK AT 1-20 6 0828 CW-214 WATEREE RVR AT 1-20 6 0828 CW-221 UNNAMED TRIB TO CATAWBA RVR AT HWY 161 0.4 MI W OF 1-77 10 0836 CW-223 LITTLE PINE TREE CREEK AT S-28-132 15 0828 CW-224 FISHING CREEK AT S-46-163 6 0832 CW-225 FISHING CREEK AT S-46-503 5 0832 CW-227 NEELY'S CREEK AT 2-46-997 10 0832 PD-005 TODD'S BR AT S-29-564 1.5 MI NE OF KERSHAW 6 0732 PD-009 LYNCHES RVR AT US 1 6 0734 PD-066 LYNCHES RVR AT S-28-42 17 0734 PD-067 FORK CK AT SC 151 6 0734 PD-068 FORK CK AT UN# RD 1.5 MI SW JEFFERSON 6 0734 PD-152 THOMPSON CK AT US 1 2.2 MI SW OF CHERAW 6 0726 PD-179 N BR WILDCAT CK AT S-29-39 1 MI S OF TRADESVILLE 7 0734 PD-180 S BR WILDCAT CK AT S-29-39 2 MI S OF TRADESYILLE 7 0734 PD-215 LITTLE FORK CK AT S-13-265 1.5 MI SW JEFFERSON 10 0734 PD-246 THOMPSON CK AT S-13-243 0.8 MI NE OF CHESTERFIELD 17 0726 PD-247 THOMPSON CK AT SC 9 1.5 MI ESE OF CHESTERFIELD 10 0726 PD-250 TRIB TO BIG BLACK CK AT S-13-54 SE PAGELAND 10 0725 PD-333 HILLS CREEK AT S-13-105 6 0734 PD-334 MINE BRANCH AT S-29-188 6 0732 PD-335 LITTLE LYNCHES CREEK AT S-29-95 10 0732 PD-328 TRIB TO HANGING ROCK CK OFF S-29-84 1.6 MI S OF KERSHAW 10 0732 PD-329 TRIB TO HANGING ROCK CK AT S-29-13 ABOVE KERSHAW PT 9 0732 A-30 APPENDIX B PRIMARY AND-SECONDARY STATIONS LISTED BY REGION SHOWING INDIVIDUAL PARAMETER COVERAGE Sample Stations: Aiken Station ITemp I DO IpH ISattlCondtI TSS ITurblColorITransIALkLIHardI BOO5 N NH3 1 NO2 ITKN I TP ITOC I CL I Phen IMetalslPest I Other I Total I FecalIFlow ISed I Sed I No. NH4 I I 1 1 I I I I I I JPCBs IOrg* I Coli CoLi I IOrg*l - M M IM I I I I I I I I I I I I I I I M CSTL-003 MI lM Ii 1. I I I I M I I I. I A I I I IM I CSTL-005 I M I M M I I I I M I I I I I I I I I I I I M CSTL-012 I I II M I I I M I I I I I I Ia I IM CSTL-028 M M 1 I I M A M MMI I I M M 0 I I I A CSTL-037 I I I II I I I I I I 1 I M I I I I I M CSTL-O0I1MIM I I IM I I I 1141 M I I I I E-002 l I I I I I I I IM I I I I I E-0121 7A4141 I 14 I A I I I M MM M 1 M AI E-007BI l IM I I I II I I I I I M I I M I I I I E-007C I l I I I I IM I M IM I I I I I I I CST-037111414 I 114 I I I 114 14 114 I I I I I I 1141 I I I I liiiI I II I II I 1 1 1 I I I I I I I I I E-008 IMIMIM I I mI 1 I IM I I 141 MI M I I I A I A I I I I I E-012 I i I I I I I I I IM I M I I I E-013 M I I M I M I I I I I I I I M I M I M I A I A Tefnp = temperature Salt =salinity Trans = transparency Sed= sediment (routine) M monthly, 0 = quarterly, A annually DO = dissolved oxygen Condt conductivity ANk = alkalinity Sed Org sediment organics TSS = total suspended solids Hard hardness TP = total phosphorus Metals heavy metals *Base-Neutral and Acid Extractable, and Phen = phenols Turb turbidity TOC = total organic carbon Fecal CoUi = fecal cotiform Volatile organics Pest = pesticides and PCes Other =-other organics IH3 II4 I ammonia Total Coll = total coIiform Flow = flow or stage weas. Cl = ch lorides N 02 N03 = nitrate-nitrite BCD 5 = 5-day biochemical TKN = total Kjetdhat nitrogen pH = pH oxygen demand B-1 Sanple Stations: Aiken Station ITemp I DO I pH ISaltICondti TSS ITurbIColorITransjALktIHardj B905 1 NH3 1 NO2 ITKN I IP ITOC I CL I Phen IMetalstPest I Other ITotal I FecallFlow I Sed ISed I No. INH4INO3I I I I I I IPCBs I Org* I Coli I Coli I I Ir9*I E-019 I I I I I I I I I I I M i I I I I I I I E-022 M II I I I I I I 1 I I I I I I I E-036 1M1141141 I I I t I I I I M 1 IMI I I I I I I I E-051 M II I MI I I I 1 1 1 1 I 1,1 I I I IA I I E-059 2 14M I I 1 I I 1 1 1141 I I I I I I IA I I I A E-076 M i i i II I IM I l I I I I I I I A I E-090 M M M 1M MI I M 1 1141 I I M 114 I I A E-091 I I I I I I IMI I I M I A I I MI I I I E-092 M 1 I II I II I I I 1 1 1 1 I M I I M I I I A E-094 M 1M I M MIAI MIMIMIQ I 1 I I IM IMMIAI I E-099 M 1 1 1 I II I I 1.11111 I A I I 1M1 I I I M S-050 I I I I I II I I I 1 1 1 1 I I I I I I IM I I A S-092 I I I I II I I I I I I I I I I I I I I . m S-093 l I I I I I I I III1*I I I I I I I I A A S-123 M 4M M IAIMIMINIMIMIl a IA M IN M INM A Temp = temperature Salt = salinity Trans = transparency Sed sediment (routine) M monthly, 0 = quarterly, A annual ly DO = dissolved oxygen Condt = conductivity Atk = alkalinity Sed Org sediment organics TSS = total suspended solids Hard = hardness TP = total phosphorus Metals heavy metals *Base-Neutral and Acid Extractable, and Phen = phenots Turb = turbidity TOC = total organic carbon Fecal Coti = fecal cotiform Volatile Organics Pest = pesticides and PCBs Other = other organics I13 NH 4 ammonia Total Coli = total cI ifoI I Flow = flow or stage meas. Ct = chlorides N02 N03 = nitrate-nitrite BOD5 = 5-day biochemical TKN = total Kjetdhat nitrogen pH = pH oxygen demand 8-2 Sample Stations: Aiken Station jTemp I DO I pH ISaltICondtI TSS ITurbICoLorITransIAlkLIHardI BOD NH I NH31 NKJ I TP ITOC I Cl IPhen IMetalslPest IOther I Total IFecaLiFlow I Sed I Sed I No. NH4 1 i3 NI I I II I PCBsIOrg* I Coli I Coli I IOr S-131 1 M I M M I I I I M I M I I I I I M I I I I I A S-186 I I 14 I IMIAI MIMIM M 1 I MMA S-233 111 I II I I I I I I I AM I I A S-235 fI I I I I I I I I I I I I I I M S-255 M1141141 I I 114 I I IAI MI 1141 M I l-295 I I I III I I I . I I I A I I I M I M I M ST-025 1M 14M I I 1 I IM I M I M I I I I I I I M I A Sv-068 I lii I II I IMI I I I I Im SV-2695 MM1 I I 1 I I I 1 1 IMI IM I I I MI I I A M I I I lV-071 I I I III I I 1 I I I I M I I I I SV-0729M114M1 I IAIMIMIMIMIMIQI I 101 I I I MI I I I sv-073 I II I II I I I 1 I I I I I I IA I IM A SV-096 I I 1 1 I I I 1 1 I I I I I I A 141 I I I SV-118 M M I Ii I II I MI I I M1 1 1 1 M I I I A I M M A SV-151 M I I I I I I I I Temp =-temperature Salt slinity Trans = transparency SedI sediment (routine) M monthly, Q = quarterly, A annually DO = dissolved oxygen Condt = conductivity Alk = alkalinity Sed Org sediment organics TSS = total suspended solids Hard = hardness TP = total phosphorus Metals heavy metals *Base-NeutraL and Acid Extractable, and Phen = phenots Turb = turbidity TOC = total organic carbon Fecal Coll = fecal coliform Volatile organics Pest = pesticides and PCBs Other = other organics NH3 NH 4 =ammonia Total Coli = total cotiform Flow = flow or stage meas. CL = chlorides NO02 N03 = nitrate-nitrite BOD5 = 5-day biochemnical TKNI = total Kjetdhat nitrogen pH = pH oxygen demand B-3 Sample Stations: Aiken I lI I I I I I IIi I II I I I I I I I1 1 I I I I I I I I I Station ITemp I DO I pH ISaltCondtl TSS lTurbIColorITransIALkllHardl 80o5 NH3 I NO2 ITKN I TP ITOC I Cl I Phen IMetalslPest Other Total I FecatllFlow Sed Sed I No. I I I I I I I I I I IPCs I org* Colij Colil I Or I SV-175 I MI I I I M I I I I M I I M I M I I I I I I I M I I I I SV-250 I M IM I I I I IAI I I M I A I M I A I A SV-251 I M I I I 1 I I I M I A I MI M I M I M M I QI I IV-25 I I I I I I M I A I I IM I II I SV-291 I MI MI I M I I I I M I M A I M I M I M IM I M I I I 0 I A I I I IM I I I SV-29 I M I M I M I IM I I M A I I M I I M I I I II I I A I I I M I A I A SV-2318 I M I M I M I I I M A I M I M I I M M I I I I I I A M M M M M AI I I MIMI I I I I I i I I I I I I I I I I I I A I I I I I I I I IA SV-329 111414 1141141141� M M I IMIAI MIMIMIMIMIMI I I I A I AlI I M IMAA SV-31 I M I M I M I O I M M A I M I M I AI I A I SV-326 1141141 1 I MI IMMI I IMIAI M MI 1 I MIMIA AI I -I I I I I I l MI I I I I I IA SV-318 I MIMIM( I I I M I I I IA I MIM M M M O I I QIA I I MIMIAI II SV-32 I M I M I M I I I I A I IM A M I M I A A I A I SV32 IM M M 111414 I 1M A MI I IM M M I I OIA A l l l ll I HIMIAIAI SV-324lI I I M I M I I M I I M I | M IA M I M I I I M I I I sV32 IM M M 114 1141 I IM A MIMIMIMIMIQI I I Q AI Al I MIMI I I SV-32 M I I M I I I I M I I I I I I I I I I I M SV32 111414 114 114 I IM A MI I IM M O I I QIA A l l ll I MIM I I SV-330 I M I M I I M I' I M A I A I I M I M I I I Temrp = temperature S alt = salinity Trans = transparency Sed sediment (routine) M = monthly, Q quarterly, A annually DO = dissolved oxygen Condt = conductivity AML = alkalinity Sed Org sediment organics TSS =total suspended solids Hard = hardness TP = total phosphorus Metals heavy metals *Base-Netral and Acid Extractable, and Phen = phenos Turb = turbidity TOC = total organic carbon Fecal Coli m fecal coliform SV37 I MI MIMI I M I I MI I IMI AI MI MI M IM I MIQ I I QI AI A I I MI MI I I Vo lati le Organics Pest pesticides and PCBs ther other organics 3 = a ia Total oll Total Co ifor SV38 I M lIMI MI IMI I I II I | IIAI MI MI M lIM I MIQI I I QI I A I I MI MI I I SV32 IM M M 114 114 I IM A MI I IM M Q I I OIA A l l ll I MIM I I SV39 I M I M I M I I I I M I I I M I I M I M I M I M I M I Q I I I I I I M I M~ I I I SV-30 M IMI MI I I MI I IMI AI MI MI M iM I MIaI I I aI I I I MI MI I I Temp =temperature Salt = salinity Trans = transparency Sed = sediment (routine) M4 = monthly, Q = quarterly, A = annually DO = dissoLved oxygen Condt = conductivity Alk = alkalinity Sed Org =sediment organics TSS = total suspended solids Hard = hardness TP = total phosphorus MetaLs = heavy metals *Base-.Neutral and Acid ExtractabLe, and Phen = phenols Turb =turbidity TOC =total organic carbon Fecal Coli =fecal coliform Volatile Organics Pest = pesticides and PCBs Other = other organics NH3 NH4 ammonia Total Coli = Total Coliform Flow = flow or stage meas. Cl = chlorides NO2 NO3 = nitrate-nitrite BOD5 = 5-day biochemicaL TKN = total Kjeldhal nitrogen pH = pH oxygen demand 8-4 Sanple Stations: Charleston Station ITemp I DO I pH ISaltICondtI TSS ITurbIColorITransIAlklIHardI BOO5 I NH3 I NO2 ITKN I TP ITOC I CL I Phen IMetalsiPest I Other I Total I FecaliFlow I Sed ISed I No. IIIINH4IN03I I I I I I IPCBs I Orge IColiiColi I Io rge CSTL-006 M I I I I I I I I* I I M I A I M I M I I I I I I I I I CSTL-007 I I N I II II I I 1 I I M I I I I I I I CSTL-010 I 1 I I*I I I I I I I I I I I i I I I I I MI I aA CSTL-011 141141141 I 1 I M I M 1 1141 I I I I 1 I I Ia CSTL-013 I i i I I I M I I I I A M I I A I A CSTL-0431141 11I I14 I I lI N I 1 1 1141 I 1 Al I I 1 A M CSTL-044 I I I III I I 1 I I I I I I I I I CSTL-062 1 MI MI I1 I I i 4 1 A I I I 1 M a A CSTL-063 I II I II I I I 1 1 1 1 1 I I I I I m I A a CSTL-068 3Mi Mi I I 1 I I AI I I I I I A I CSTL-069 lI Ii I IMI I I I I 1 I I I I I I I I I CSTL-075 1 I11 MI I I I III I I I 1 I I I I I I I I I CSTL-044114114M1 1 1 1141 I I 1 IA n I 114 M114 I 14 CSTL-079 I M I Ii I I I I I I I I I M1 1 I I I I I I I I I CSTL-08511114 M I 114 M INAI M IMNNMIQ A o IN INAI Temp = temperature Salt salinity Trans = transparency Sed sediment (routine) CS= monthly, 0 = quarterly, A a 3 Mually DO = dissolved oxygen Condt conductivity Ak = alkalinity Sed Org sediment organics TSS = total suspended solids Hard hardness T = total phosphorus Metals 1heavy metals *Base-Neutral and Acid Extractable, and Phen = phenots Turb turbidity TOC = total organic carbon Fecal Co1i = fecaI co1iform Volati le Organics Pest = pesticides and MCs o ther = other organics NH3 NH 4 =ammonia Total Coti = total coliform Flow = flow or stage meas. Ct = chlorides NO2 N03 = nitrate-nitrite BOD5 m 5-day biochemical TKMS = total Kjeldhal nitrogen pH M pH oxygen demand B-5 Sanple Stations: Charleston Station ITemp I DO I pH ISaltICondtI TSS ITurbIColorITransIALkljHardI 6005 RH3 NO2 ITKN I TP ITOC I CL I Phen IMetalslPest IOther ITotal I FecaLiFLow I Sed ISed I No. INH4IN3 I I I IPCBs IOrg* I Coti IcOI I IOrg~I CSTL-098 IM M MIM M Ml MI I I I M I M I I M I I I MI MI A CSTL-099 i I I I I I I I 1 1 1 1 I I I I I I I I I CSTL-102 1111 I II I I I I 1 I I I I I I I I I CSTL-107 MO IM I MI I I I IM A M M I IMI M I I I I I I M I I I I A CSTL-108 M I I IM I IM I I I I I I I I I IN I I I I CSTL-09 I 11 I II I . I 1 1 1 1 1 I I IMM I I MI AM AI E-014 8I MIN M I I I IMI I I I I M I I I I I M I I I I I I I I E-015 li Ii I 1 IMIII I I 1 I I MI M I I MI I I A E-016OIMIMIMI IMIMIMI I IMIAIM MIMIMI I I IAI A IM IA E-100 l I I I I I I I M M 1 M A M I MI I I IA I M A MD-o1 IM IM I I II IMI I I I I M I I IMI I I I I I I I I I I I mD-00 I 111 I I2I I I I I I I 1 1 1 1 1 I I I I I I M I I Ml-003 I I I I I I I I I l i I I I I I I I I I I E-O16IMIMIMI I IIM I ID I N I M IM I I I I I A I M A Temrp =temperature Salt = salinity Trans = transparency Sed sediment (routine) M monthly, 0 quarterly, A = annually DO = dissolved oxygen Condt = conductivi ty AMk = alkalinity Sed Org sediment organics TSS = total suspended solids Hard = hardness TP = total phosphorus Metals heavy metals *Base-Neutral and Acid Extractable, and Phen = phenots Turb = turbidity TOC = total organic carbon Fecal Coli = fecal cotiform Volati le organics Pest m pesticides and PCBs Other = other organics NH3 NH4 = ammon ia Total Coti = total cotiform Flow =flow or stage meas. Cl =chlorides N02 N03 = nitrate-nitrite BOD = 5-day biochmical TKN = total Kjetdhat nitrogen pH = pH oxygen demand B-6 Samrple Stations: Charleston Station ITenp I DO I pH ISaltlCondtl TSS ITurbIColorITransIALklIHardI BOO5 NH3 NO2 ITKN I TP ITOC I CL I Phen IMetaisiPest IOther I Total I FecalIFlow I Sed I Sed No. I NHI3I, I I I I I JPCBs IOrg* I CoLi ICotiI I IOr9*j MD-00 5 I I I I I I I I I I I I I I I I I I I I I MI I MD-006 I I II M I M M I I I M I I I I I I I I A MD-007 M IMI MIMI IMI I m I 1 1 1 I I A I I MI MI I I A MD-010 Mi I M I I I m I M I I I I A I I MD-013IM IM M M M M I I I 111 14Mli I M I M I I H IN I IA MD-016 M M ~~~~~~~~~~~~~~~ ~ ~~~~~~~~~~~~~~~~~~~I M MD-0201M I I M I I II I M M I 1 1 1 I I M I I I M mD-027 I M I M I M I I I I M I I I MI M I I 1 I I M I I I I I 1 I I I I mo-026 m I I i i I m IIm I I ImI I I 1 I I I I I I I I a MD-034 M I M I I I I I I I I I I I M I A I I I M I I M MD-O13( MIMIMI14 MI14 114 I I MI 114 M 1 11 I IIIP I I I I M I MI I I I MD-039 I I I I I IIM I I M I I I I I I I I I I I I I I I I I I I MD-043 M I 11M1 I IMI I I I I M I I I A I I I I I IM A ID-0201141141411411I 114 IM IIAIM I nMIHIMIII I 101 I I 114 I I I MD-044 M M M M M m M A M M M M M 0 Q aI i M MD-045 M M M I MI I M I I I I I I I M I I I I I I a I I I I I - I Temp 1teMperature Salt =salinity Trans = transparency Sed sediment (routine) M = monthly, 0 quarterly, A = annually DO dissolved oxygen Condt = conductivity Alk = alkalinity Sed Org sediment organics TSS total suspended solids Hard = hardness TP = total phosphorus Metals heavy metals *Base-N(eutral and Acid Extractable, and Phen phenots Turb = turbidity TOC = total organic carbon Fecal CoUi = fecal cotiform Volatile Organics Pest pesticides and PC~s Other = other organics NH3 NH 4 = ammnia Total Coti = total coliform Flow flow or stage meas. CI =chlorides NO2 N03 = nitrate-nitrite BOB I = 5Iday biochemical TKN total Kjeldhat nitrogen pH = pH oxygen demand B-7 Sample Stations: Charleston Station ITemp IDO I pH ISaLtICondtI TSS ITurbIColorjTransIALktIHardI B005 1 NH3 1NO2 ITKN I IP ITOC I Ct I Phen I1etalsIPest IOther I Total IFecalfFlow I Sad I Sad I No. NH4INO3I I I I I. I JPCBsIOrg* ICoLi ICoLi I IOrq MD-046 M I I I I M M I A I M M I I M I I I I I I I I MD-047 I l I I I I I II I I I M M l M I I I I M I M I -048 M I MI I M M I' H M MI A IM M I MIMIOINI 1 1 M I MI Q I AI MD-049 M M M M M I m M A M M M M I M Q M M m O-052 M M I M I I I M I I ImI I M IIA I 1 I I I I I A I I MD-069 47IN M M M 1M I M AIM M MIM M I I . 0 I MI I I I I I MD-070 M IM M M M IM IM I IM IM I M MIM l I M I 0 1 1 14 MD0-071 M I I I I I M I A I M I M M IM M I I I D- 113 M M M 1 M 1 M M 1M A M I M MIA I MIMI I 1 a IAI AI A A M -114 1 M I M I M I M I M I I I IM I A I M I I I I I I I M MD-115 M M MI I M M IA M I M I I I I I I I I M -116 i I II I I llM M 1 M M1 I I 1 I A I M A MD-117 I liiI I II I III I I Miii I., I I I I I W~-118 MI M Im II Ill I M I 1 1 1 1 1 I I I I I I I I I Temp = temperature Salt =salinity Trans = transparency Sed= sediment (routine) M Wmonthly, = quarterly A = annually DO = dissolved oxygen Condt = conductivity A = alkalinity Sed Org sediment organics TSS = total suspended solids Hard = hardness TP = total phosphorus Metals heavy metals *Base-NeutraL and Acid Extractable, and Phen = phenols Turb = turbidity TOC = total organic carbon Fecal Coli = fecal. coliform Vale tilLe Organics Pest = pesticides and PC~s Other = other organics NH3 NH4 = ammonia Total Coli = total coliform Flow I flow or stage meas. Ct =chlorides NO N03 nitrate-nitrite RO I5 =51day biohe m I Ical TKN = total Kjeldhal nitrogen pH = pH oxygen demand B-8 Sample Stations: Charleston Station ITemp I DO I pH ISaLtICondtI TSS ITurbjCoLorITransjAlklIHardj BOD5 I NH3 I NO2 ITKN I TP ITOC ICl I Phen IMetalslPest IOther ITotal I FecalIFLow ISed ISed I No. N H4 I N?3 I I I I I I IPCBsIOrg* IColi IColiI I IOrq~j MD-119 MIM I I I 1 I I IM IIM IM IM I I I M I I I I Q I I I A MD-120 M M I M I I I M I I I I I A I M I I I I M I I I I I I MD-128l111111111l 14 I IMIAI I M IMIQI I 1 I 4 I I I M MD-135 I M I N I M I I I I I I I I I I I M I I I I I I I I I I M MD-152 M1141141141141 M M M I 4 1 1141 I I I I I I 11A I I AI MD- 165 MIM MII 1 MI I I 1 li i i I I I I I M I I I 14D- 1352 MM1 14 I I I I I 1 1I I I I I I I I IM M MD-175 I I.1 1 I I I I MII I I M 1 I m I I I I I I M I MD-176 4111144 IMIAIM MI MIQI I I M I I M41 IAIM M MD-194 M M M M M mM M M MI I I I m M MD-195 M M M MIM IM M A M M M' M M 0 M M M m A MD-198 )HM M MI I IMI IM I I I I 1 I A I I I I I I I I MD-202 M I M I II MI IM I II I I M I A I I I I IM I I I mD-206 m I I I I I IM I I I I I I I MI I I I I I I I I M I I I I I TeDp =te1 mperature Salt =salinity Trans = transparency Sed sediment (routine) M = monthly, 0 quarterly, A = annually = dissolved oxygen Condt = conductivity ALk = alkalinity Sed Org sediment organics TSS = total suspended solids Hard �=hardness TP = total phosphorus Metals heavy metals *Base-Nleutrat and Acid Extractable, and Phen = phenols Turb turbidity TOC = total organic carbon Fecal Coti = fecal cotiform Volati le organics Pest = pesticides and PCBs o ther other organics NH3 NH 4 =amomonia Total Coll = total cotiform Flow = flow or stage meas. Ct chlorides NP2 W03 = nitrate-nitrite BOD 5 =5-day biochem~ical TKNr = total Kjetdhat nitrogen pH pH oxygen demand B-9 Sample Stations: Charteston I. I I I I I I I I I I I I I I I I I I Station ITemp IDO I pH ISaltICondtI TSS lTurblColorITransIAlklHardl BOD5 N H3 I NO2 ITKN I TP ITOC I Cl I Phen IMetalsiPest I Other ITotal I FecallFLou ISed I Sed I No. N u1 I NO I I I I I I PCBs I Org* I Coli Coli I 0rg* D- I I I I I I I I I I I I I I I I I I I I I I I I I MD-20 MI MIH M I I M I I I M I MI I M I I I I I I M I I I I I MD-209 I M IM I M I MI I I M I I I I IM I I M IM I I I I I I M I M I I I I MD-20 I M I M M I I M I M I I I I I M M H I I I I I M II MD-211 IMI IMI I IM I I I I IM MI I I I I I I M MI I I I MD-217 I I I I M I I I II I I I I I I I i I MI QI I I I I I I I I I MD-210 I M IM I M I M I I II I I I I IM I I I I I A I I I M I M I II A I I li i I II I I I I I 1 1 11 I I I I I I I I I MD-21 IM I M IM I M I MI M I II I I I M I M I M I M I I I I I I I M I I I A I ST- I I I I I I I I I I I I IA1 I I I I I I I I I ST-005 M M M H M I� M AM M M m M mI IH STMD-2007 IM I M M I I I I M I I I I A IM I M M I I I I I MI I I l ii I II I II I I *I l l l l II I I I I I' ll I I I ST-20 I M I M IM I I I I M A I M IM M I M I M I I I I I I M I I I I I 1 1 I II Ili I I l l I I I I I I I 1 1 1I SVMD-241 I M I M IM I M IMI I I I M A I M M I M M I I O I I I I A I I M I I I A Temp =temperature Salt = salinity Trans = transparency Sed sediment (routine) M monthly, 0 = quarterly, A = annually Do = dissolved oxygen Condt = conductivity AMk = alkalinity Sed Org sediment organics TSS = total suspended solids Hard = hardness TP = total phosphorus Metals heavy metals Volatile Organics Pest pesticides PCBs ther = other organics H3 I II I Imonia Total CoI I I I = total coliform I STD-001 I MI M IM IMIMI MI MI I I MI AI M I MI MI MI MI MI MI I OI AI A I MIM I I I AI Flo =flo or stage meas. C = chlorides N2 = nitrate-nitrite B 5-day bio hei i I I ITK I I I I I I I Kjedha nitrogen p H = pH oxygen demandI I I I I I I I I I ST-006 IMIMIMIMIM I I M I I I MI AI M I MIM I IMMI QI I I QI | I I M IM M I AI I ST07I M 1 MIM 1 I II1 I IIIA I II I I I 1 1I1Q I AI I I I I I AI I I li i i I III I II I I I 1 1 1 1 1 I I I .I I I I I I ST-016 7IM IM IM I I I I MI I MI MI A IM I MI MI MI MIQI I 10 QAI I I INM I I AlI I I l ii I II I II I I 1 1 1 I I 1. I I I I I SV11I M lIM I MI I I I MI I IMI AI M I MI M 1 1MIM1 1QIM1 I QI AI I I M IMIA I I Teap =temperature Salt = salinity Trans = transparency Sed = sediment (routine) M monthly, 0 = quarterly, A =annuaLly DO =dissolved oxygen Condt = conductivity Alk = alkalinity Sed Org = sediment organics TSS = total suspended solids Hard = hardness TP = total phosphorus Metals = heavy metals *Base-NeuJtral and Acid Extractable, and Phen = phenols Turb = turbidity TOC =total organic carbon Fecal Coli = fecal coliform Volatile Organics Pest = pesticides and PCBs Other = other organics NH3 NH4 = amuonia . Total Coli = total coliform Flow = flou or stage meas. Cl =chlorides NO2 NO3 = nitrate-nitrite BOO5 = 5-day biochemical TKN = total Kjeldhal nitrogen pH = pH oxygen demand Sample Stations: Colunbia Station ITemp I DO I pH ISaLtICondtI TSS ITurbICoLorITransIALkLIHardI 8005 1 NH3 NO2 ITKN I TP ITOC I Cl IPhen IMetalsiPest I Other ITotal IFecaltFLow I Sed I Sed I No. I NH4i1NO3I II I I I JPCBsIOrg* IColi IColiI I I rOr B-047 I I I I I I I I I I I I N I I m I I I I M I I-054 M IM M A I II I M I II I I I A I A I I I I M I ' A I I 8-047 2 1 1 I I 4 I I I I 1 14 I I I I I I I I M B-07 M i I i MI I I I III I I A.I M I I I I m I I I I 8-080 11M 4I I4 I I I I M IMIAIM IMIMIMIM I QI I a M -110 I 1IM I I I I I mI I I I I II I I I I I I M I 8-123 IMIMINI I I I141 I I I I M I I141 M I I I I I I 1 I I II 6-145 I m I N I I I III I I I li i I I I I I I I I I 8-236 11M I I M I I I M I I II I I I A I M I I I I A I I I AIN I A I AI 3-280 M I M1 I II I I I m I I I M I I I I I I M I I I I B-327 m I M M I I I I I I I M I A I M I M I I I I I M I I I I I B-328 11414 I 1 M I I 14 I I I I 1 I I I I I I I 1 I I I c-001 M I I I I I I I I I I M I I I I A I I I I I I I I I I I I C-005 I IM I I I IM I I I I I M I I I I I I I I I I I I I Teffp =temperature Salt = salinity Trans = transparency Sed= sediment (routine) M = monthly, 0 = quarterly, A annually DO = dissolved oxygen Condt v conductivity Alk = alkalinity Sed Org sediment organics TSS = total suspended solids Hard = hardness TP = total phosphorus Metals heavy metals *Base-Neutrat and Acid Extractable, and Phen = phenols Turb = turbidity TOC = total organic carbon Fecal Coti = fecal colifform VolatilLe organics Pest = pesticides and PCBs Other = other organics NH 3 NH4 = ammoni a Total Coli = Total Coliform Flo8-1flow or stage meas. C1 = chlorides N 1 N13 = nitrate-nitrite BODI =-day biochemicaI TKN = total Kjeldhal nitrogen pH m pH 25 oxygen demand B-11 Sample Stations: Columbia Station ITenp I DO I pH ISaLtICondtI TSS ITurbICotorITransIAtklHardj 9005 1 NH3 No2 ITKN I TP I TOCI Cl I Phen IMetalslPest IOther I Total IFecaLIFtw I Sed ISed I No. N NI I I I II I I I IPCBs IN I CoI I EHI I ' IIOrg*I -007 M I I I I M A M M M M MI I I I I I I I I A M 1.A A c-00 I I I I I I I. I I I 8I I I I I I I I I A M I C-017 MINI M M I A IM MIIMIMIMI I I I A IN IIa M I C-021 li ii I II I III I I 11 1 I I I I I I I I I C-022 MfI MI I I I I M M MMIMINIOI I 10A I I I I I I C-025 1 m I I III I IM I I I I I 1 1 1 1 I I M I I I I I I C-048 I N I N I N I I I I M I I I I I N I I M I I 0 I I I N C-058 M ILI I I I II I I I I I I 1 1 1 1 1 I I I I I I I I C-061 I IM I NI I I M I I I I N I MMI I I I I I I I IN C-063 I I I II I I I I 1 1 1 1 1 I I I I I I I I C-066 ININ I I InI I I I I I M MI I I I I I I I I M C-067 M lI Ii I I I I I I I I M m I I C-068 N I M I IN I I I MIN INI IN I I A I I MI I I I I I C-069 I I I II I I I I 1 1 1 1 I I I I I I I I I Temp = temperature Salt = salinity Trans = transparency Sed sediment (routine) M = monthly, Q quarterly, A annually no = dissolved oxygen Condt = conductivi ty Atk = alkalinity Sed Org sediment organics TSS = total suspended solids Hard = hardness TP = total phosphorus Metals heavy metals *Base-Neutral and Acid Extractable, and Phen = phenots Turb = turbidity TOC m total organic carbon Fecal Coll = fecal cotiform Volati le Organics Pest = pesticides and PCBs Other = other organics 11H3 NH 4 =ammonia Total Coli = Total Coliform Flow = flow or stage meas. Cl = chloride& N02 N03 = nitrate-nitrite SODS = 5-day biochemnical TKN = total Kjeldhal nitrogen pH = pH oxygen demand B-12 Sample Stations: Colurrbia Station ITemp IDO I pH fSalttcondtl TSS ITurblCotorlTranslAlkljHardl OD5 NH3 1NO2 JTKN I TP ITOC I l I Phen IMetalsIPest IOther I Total j FecaLIjlow ISed I Sed I No. I I I I H4INO3 I I I I I IPCBs IOrg* I Coli IColi I IOrg*j CSB-00L M IM I I M I I I I I I M I I M I I I I A I A I I IA A CSR-00IR M IM 1 I M I I M I M A I M M M I M I M I I A I A I I M IA I CW-040 M 1M M I MIMI I IMIAIM M M IMI I I MI I A 1 M Cl-206 1'1 I I I I M A M M M 1 1 1 I M I i I A I I A CW-207 I I I I I I M I I I I I I I I I I I I I I I I A A CW-200 I8MIMI I I I 1 I I lAI I I 1141 IM I I I I IN] I M a CW-209 I M I l I IM M M MI I A1 Im I I a a I I A I CW-1220 1 4 1 11M M I M M AIM M I IIM M IMI M M alA Al I I AI I A E-034 MI l i I I I I I I I 1 1. I I I I I I I E-035 MI 1111 I 1.1 I III I A I I I I I I I I I E-101 M M I I I I I MI I I IAI I I I I I I I A I I I I I ' I I CW-209 114114 II II 114 1 IMIMIAIM IMI MIMIMIQI I I Q I I. I 114 (A I S-042 I M IM I M I I I I III I I 1 I I I I I I I I I E-099 INIM MI I I 1 I I I IM I 11 I I I I I I 1 I S-10 2 M I I I I I I I I I I I I m I I I I I I I I I I I I I I I Terrp mtemperature Salt = salinity Trans m transparency Sed sediment (routine) M monthly, 0 = quarterly, A annually DO = dissolved oxygen Condt = conductivity Atk = alkalinity Sed Org sediment organics TSS =total suspended solids Hard = hardness TP = total phosphorus Metals heavy metals *Base-Neutrat and Acid Extractable, and Phen = phenots Turb = turbidity TOC = total organic carbon Fecal Coti = fecal cotiform Volatile Organics Pest Ipesticides and PCs O ther = other organics N H3 NH 4 ammonia Total CoIi = total coIiform Flow = flow or stage meas. Cl = chlorides N02 N03 = nitrate-nitrite H OD 5 =5-`day biochemical TKN = total Kjeldhal nitrogen pH = pH oxygen demand 9-13 Sample Stations: Columbia Station ITemp I DO 1 pH ISattlCondtl TSS ITurbIColorITransIALklIHardI BOD5 1NH3 I N02 ITKN I TP ITOC I CL I Phen IMetalslPest IOther ITotal IFecallFlow I Sed ISed I No. I I I I I II I II I INH4I NI3 I IPCBs IOrg* I CoL ICoLiI I IOrq*I S-149 M M M M M m M I I I M S-150 MI M I I I I M I I I I I I I I M I I I I I I I M I I I I S-151 M m I M I I I I I I I I I M I I I I I M I I I I I I I I I 5-152 I I 114 I i I IMM M 11 I I I I I I IM S-204 M M II I 111.1 I 1111.1 I I I A I M I I IM0 A S-215 1114 41 M M 114 I I I IN I M114 III14 I liii I I mI I I ImI I I I I 1 1 1 I I MI I MI I I I MI S-213 I I M II I I m I I III I I 1 1I 1I M I I I I I I I I S-223 I I M I I I I I I I I I I I I M I I I I I M I I M I I A S-260 111414 I M 14 I INA M IMIMIMINO I I II IN M IAI S-27 0 M I I I I I M I I I I I I I I M I I I I *I I I I I I I I S-273 M I I I M I I I I I I I I M I A I I I I I I I I M I A S-27 I 4 I I I I I I I I I I I I I I I M I I I I MI I M A I-7 111 HI IM IMAJ 1.11 I II~a 111 I I I I I I I 5-26 141414 I II 114 IH IMIAIM II MINIMIOI I 0 I I I N I IAI I I-7 til II II IM I I IM I 1 1 1 IIIP I I I I I I I -27 1 I 9 I I 9 I I I I I M M I A I I I MI I I AM A S-280 M M M l I I 1 I I I I I IM I I A Temp =temperature Salt =salinity Trans= transparency Sed sediment (routine) M = monthly, 0 = quarterly, A annually n o = dissolved oxygen Condt conductivity Alk = alkalinity Sed Org = sediment organics TSS = total suspended solids Hard = hardness TP = total phosphorus M etaLs = heavy metals *Base-Neutrat and Acid Extractable, and Phen =phenols Turb = turbidity TOC = total organic carbon Fecal Coli = fecal coliform Volatile Organics Pest =pesticides and PCBs Other = other organics NH3 NH 4 amnonia Total Coli = total coliform Flow = flow or stage meas. Cl = chlorides NO N03 = nitrate-nitrite BOO = 5-day biochemical TKN =total Kjeldhal nitrogen pH = pH oxygen demand B-14 SampLe Stations: CoLumbia I I I I I I' I I I I I I I I I I I I I I I I I I I I I Station ITemp I DO I pH ISaLtlCondtl tSS ITurblCoLorlTrenslAtkLIHardl SODs II NH3 NO2 ITKN I TP ITOC I Cl I Phen IRetalslPest I Other I Total I FecaLlFLo. I Sed I Sed I .o. I I I I I I I I I I I I NH4 "% I I I I I I IPCBs I Org* J Coti I Coti I I I org*l I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I .I I I I I I I I s-287 I M IM I MI I I IM I I I I I M I I I MI I I I I I I I M I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I S-290 I M IM I MI I I IM I I IM I AIM I M I MI .1 el I I o I I I I M I I A I I I I I I I I I I I I I I I I I I I I I I I I I I I I I S-~4 I M IM I MI I I M IM I I IM I AIM I M I MI MI Ol I I O I I I I M I M I I I Temp = tenperature Salt - salinity Trans = transparency Sed = sediment (routine) H -- monthly, Q = quarterly, A -- annually DO -- dissolved oxygen Condt = conductivity Ark = alkalinity Sed Org = sediment organics TSS = total susl~qlded solids Hard = hardness TP = total phosphorus HetaLs = hea~f metals � Base-Neutral and Acid Extractable, and Phen = phenols Turb = turbidity TOC = total organic carbon FecaL Coti= feca[ cotiform Volatile Organics Pest = pesticides and PCBs Other = other organics NH3 NH4 = ammonia Total CoLi = Total CoLiform FLow = flow or stage meas. CL = chlorides NO2 NO3 = nitrate-nitrite BOO5 = 5-day biochemical TKN = total KjeLdhaL nitrogen pH = pH oxygen demand B-15 ~. Sample Stations: Florence Station ITenp I DO I pH ISaltCondtl TSS ITurbjColorITransIAlklIHardl BOD5 O H3 I N0 2 ITKN I TP ITOC I Cl Phen IMetalslPest Other I Total FecaltFLow Sed I Sed I No. J NH4 I NO3 I PBS Org* Coli I Co I Org* MD-073 I MIM I MI I M I I I IM I I I I I I I I I I I I MD-0 I I I I II I I I I I I I I I I I I I I I I I I I I I i MD-07 M I M IM I M i I M 1 IM I M I M M M I 1 M I I M I1 I I I M MD HI li I I I I I I I I I I I I I I I I I I I I I MD-07 IM M IMIM IM I I MIA I M I MIM MI M I M I I I I M I I I I MD-0 | M IM MI M M I M II I M I i MI I I I I I I I I I I M08I i Im I I m I I I I III I M I I I I I I I I I I I I MD-077 MII M SIIMI I IMI I I I I M 1 M MI 0 I I I I I I I4 m MD-0 I I I II I II I I I I I I I i i I I I I I I I I I MD-08 M M1I MIMIMIM IMM I A I1M M I IMI M I I I I I I I I I I i I I II I I i II II I I I I I I I I IIi II I I I I I i I MD-107 I I M I M M I M I II I M I I I I I I I I I I ID08 I I I114 I41 I4 I1I I I I I I I 114 I1I I i I i I I IN I I I I MD-110 M I M M I M I M I M I I I I I M I I M M I I I I I I MD-1108 M I MI M I M I M I4 M I I I I I M M M I I I I I I I M I I I~Tep =temI perature Salt I I I i II lI I I I I I I I I I Ine) M = monthly, 0 = quarterly, A = annually DO = dissolved oxygen Condt conductivi ty Atk = alkalinity Sed Org sediment organics MD-089ITSS =total suspended solids Hard I hardness TP = total phosphorus Metals heavy metals *Base-Neutraand Acid Extractable, and Phen = phenos Turb = turbidity TOC = total organic carbon Fecal Col = fecal coliform Volatile Organics Pest = pesticides and PCBs Other other organics NH 3 NH 4 = ammonia Total Coli = total coliform MD01 I M lIM I MIMIM I I MI I I I I M I 1 M 1I I11I I1 I I I I I M I I I I Flo =flo or stage meas. C chlorides N2 N03 = nitrate-nitrite B 5 day biohe11ica1 1 1 MD17 I M lIM I MIMIMI IMI I I I I I II I I I 11I1 I I I I I I M I I I I -09 1TKN = total Kjeldhal nitrogen pH pH oxygen demand I I I I I I I I I I I I I I I I I I I I I I I I I I -16 MD11 I M 1 MI 1IM I I MI I III | I I M I I11I 1 I I I I I M I I I I MD14 I M lIM I MIMIM I I MI I IMI AI M I MI M 11MI1 IQ 1 I QI AI I I M I MI AI I Temp = temrperature Salt = salinity Trans =transparency Sed = sediment (routine) M4 = monthly, 0 = quarterly, A =arnually DO =dissolved oxygen Condt =conductivity Alk = alkalinity Sed Org =sediment organics TSS = total suspended solids Hard = hardness TP = total phosphorus Metals = heavy metals *Base-.Neutral and Acid Extractable, and Phen = phenols Turb = turbidity TOC = total organic carbon Fecal Coli = fecal coliform Volatile Organics Pest = pesticides and PCBs Other = other organics NH3 NH4 = amrmonia Total Coli = total coliform Flow = flow or stage meas. Cl = chlorides NO2 NO3 = nitrate-nitrite BOO5 = 5-day biochemical TKN = total Kjeldhal nitrogen pH = pH oxygen demand B-16 SampLe Stations- FLorence I I I I I I I I I I I I I I I I I I I I I I I I I I I I Stati~ IXemp I 00 { pH {Satt{CondtI XSS ITurblCoLorlTranslAtktlHardl 8005 II ..3 11 "02 ITK" t TP ITOC I CL I Phen IMetatslPest I Other { TotaL { FecatlFto. I Sed I seal I ,o. I I I I I I I I I I I H,4 ,o] I I I I I I I IPCBs I Org* [ CoLi I coti I I I org*l I I I I I I I I I I I I '1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I MD-125 I M IN I .1 al 14 I IN I I I I I M I I M I I .1 I I I I I I M I M I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I MD-127 I M IM I M I H I M I IM I I I MI AIM I M I M I H I M I Q I I I Q I I I M I M I I A I I I I I' I I I I I I I I I I I I I I I I I I I I I I I I I MD-136 I M IM I M I .1 M I IM I I I I I M I I M I I M I I I I I I I I M I I I I I I I I I I I { I I I I I I I I I I I I I I I I I I I I MD-137 I # IN I MI MI M I IM I I I I I M I I M I I M I I I I I I I I t4 I I I I I I I I I I' I I I I I I I I I ( I I I I I I I I I I I I MD-138 I M IM I H I H I M I IN I I I I I t4 I I M I I H I I I I I. I I I t4 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I M0-146 I M I# I M I M I M I IM I I M I A I M I M I M I M I M I 0 I M I I 0 I I I I # I I A I I I I I I I I I I I I I I I I I i I I I I I I I I I I I I MD-149 I M IN I M I M I M I IM I I I M I A I M I M I M I M I t4 I a I I I Q I I I I M I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I M0-158 I 14 IN I 141 14 1 t4 I IM I I I I AIM I I M I I MI I I I A I I I I M I I A I I I I I I I I I I I I t I { { I I I { { I I I I I I { I I t4o-162 'l 14 IM I 1,41 M I t4 I IM I I' I M I A I M I M I M I M I M I e I I I Q I I I M I # . I M I A I I I I I I I I I I I ! I I I I I I I I I I I I I I I I I I PO-012 I fl IM I M I I I It4 I I I H I AI 14 I 14 I M I 141 M I e l I I Q I A I I I M I M I A I I I I I I I I I I I I I I I I I I I I i I I'. I I I I I I PD-014 I M I M I #1 I I I M I I f I M I I M I I M I I I I I I I I M I ....l, I J I I I I I I I I I I I I I I I I I ! I I I I I I I I I PD-015 I M IM I MI I I IM.J~ [~ I AIfi i I ~ I I .1 I I I A I I I I M I I I I I I I I i I I I I I I I I I I I I I I I I I I I I I I PO-016 I M IM I MI I I IM I I I I M I I M I I M I I' I I I I I I ff I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I PD-017A I M IM I t41 I I IM I I I I M I I M I I M I I I I I I I I M I I I I I I I I I I '1 I I I I I I I I I I I I I I I I I I I I PO-021 I 14 IM { 141 I I IM { I I 14 1 A{ M J 14 I 14 I t41 H { Q I I I Q I I I I t4 { 14 I J I Temp = temperature SaLt = salinity Trans = transparency Seal = sediment (routine) 14 = monthly, Q = quarterly, A = ar~uatty DO = dissolved oxygen Condt = conductivity ALk = aLkaLinity ' Sed Org = sediment organics TSS = total suspended solids Hard = hardness TP = total phosphorus MetaLs = heavy metals � Base-NeutraL and Acid ExtractabLe, and Phen = phenols Tt]rb = turbidity TOC [] total organic carbon FecaL CoLi =fecaL coLiform VoLatiLe Organics Pest = pest(cides and Peas Other = other organics NH3 HH4 = ammonia Total CoLi -- total co[Jform FLow = flow or stage meas. CL = chlorides NO2 NO3 = nitrate-nitrite BOO5 = 5-day biochemical TKN = total KjeLdhaL nitrogen pH = pH oxygen demand B-17 Sample Stations: Florence Station ITemp I- DO I pH ISaltICondtI TSS ITurbIColorITransIALkljHardI BOO5 1NH3 I 402 ITKN I TP ITOC I CL I Phen IMetalslPest I Other I Total I FecatIFLow I'Sed I Sed I No. "INH4INO3I N IPCBsIOrg* IColi" Co"i 1Org~j PD-023 li I M I I I I I I I I A M M I M M I I I P0-02314114 II Ii 111 IMIAIM INIMIMIMlal I I a I I I 1411 I I PD-025 MI I M I M I I I IM I I I I A I M I I I M I M I M I 0 I PD-027 M M M M M m I M A M N M M N M 0 A A M M A A PD-028 1141414 I I I t M M MIQI I 10A I I 1141141 M A PD-029 E I l I II I I I I 1 1 1 1 I I I I I I I I I PD-030 1 1141141141 I IMImAIM M I 1 IAI A In IA PD-031 M M M mnl I I M M M MI I PD-035 M M M Mwl I I M M M MII I PO-036 M N M (H( II M M N N MI II PD-037 M I M IM I I I I I I I I IM I M I I I I I I I I I I I I PD-038 M M I I M I I m II M I I I I A I M I M I M I M I I I A PD-039 I I I I I I I I I I I I I I I I I I I I I I I I I PD- I41 I I I IM I I MI I I M I I I I I M I A PD-042 M 1 I I I I I I I I 11 I I I I I I A M A Te0p = teperture Salt salinity Trans = transparency Sed 1 sediment (routine) M = monthly, Q = quarterly, A annually DO = dissolved oxygen Condt conductivity Atk = alkalinity Sed Org sediment organics TSS = total suspended solids Hard hardness TP = total phosphorus Metals heavy metals *Base-Neutral and Acid Extractable, and Phen = phenols Turb turbidity TOC = total organic carbon Fecal Coli = fecal cotiform Volatile organics Pest = pesticides and PCBs Other = other organics NHJ NHq ammonia Total Coli = total coliform Flow= flow or stage meas. Cl = chorides NO2 NI3 I nitrate-nitrite BID5 =5-day biochemical TKN = total Kietcdhat nitrogen pH =- pH oxygen demand lB-18I Sample Stations: Florence Station ITemp I DO I pH ISaltlCondtl TSS lTurbjCotorlTranslALkllHardl ROD5 I NH3 1 NO2 ITKN I TP ITOC I Ct IPhen IMetalsiPest IOther I Total I FecallFLow I Sed ISed I No. I I I I I II I II I INH4INO3 IPCBsIOrg* IColi IColi I I Org* PD-043 M Mi M M M IA M M m M M IP a M M IH' A PD-044 M M M M M I I M M mI I PD-045 M M M M M mI I I M MI m PD-052 M M MI M M A M M M M m 0 aI I I M M A PD-055 I M I M I I I I I I M I I I I I M I I I I I I I I I I PD-061 M 1. 1 I MI I l I M M 11A I M I MMI I A I I IA A PD-0691141141141 I I M1 IMIN M IMIMIMIMIal I I 01 I I II I PD-085 M I 1 I M I 'I I I M I I I I I M I I m I I I I I I I I PD-016 A IMIM I I 114 I I I I 1 I I I I I I In I I I I PD-087 I I i I 1.1 I I I I I I 1 1 1 1 1 I I I I I MI I I PD-045 11414114 I I 1141 I I I I I 114 114 I I I I I I 114 I PD-091A l i ii I I I I It I I M I I I I I M I M A PD-097 M I l I ii MI I I II I I I 1 I A I I I I I I I I I ID09 I i i I I In IMI I I I t 1 1 * II P I II n I I I P-0 I M l i l I II I it I 1 1 1 1 I I I II I I Temrp = temrperature Salt = salinity Trans = transparency Sed sediment (routine) M = monthly, Q quarterly, A annually DO = dissolved oxygen Condt = conductivity Alk: = alkalinity Sed Org sediment organics TSS = total suspended solids Hard = hardness TP = total phosphorus Metals heavy metals *Base-Neutrat and Acid Extractable, and Phen = phenots 'Turb = turbidity TOC = total organic carbon Fecal Coli = fecal coliform Volatile Organics Pest I psticides and PCBI other 114ther organics NHI3 '4 =ammoia Tota I14 I total cotiforI Flow = flow or stage meas. Cl = chlorides N02 N03 =nitrate-nitrite R OD15 =5-day biochemical TKN = total KjetdhaL nitrogen pH = pH oxygen demand B-19 Sample Stations: Florence Station ITemp I00 I pH ISaLtlCondtI TSS ITurbIColorITransIALkLIHardj BOD5 1 NH3 1N O ITKN I TP ITOC I CL I Phen IMetalslPest I Other I Total I FecalIFLow I Sed ISed J No. N I I i I I IN I I I JPCBs I Org* I Coli I Coli I IIarg*I PD-098 M M M mI I M M MI M PD-103 I M I I M I I I I I I I I I M I I I M I I I M PD-106 M I II IMI I I I I I I I 1 M I I M M PD-107 M I M I M I I I I I I I 1 1 I I I I I I I I I P0-112 M IMI M I I I I14 I I I I I 1 114 I I I I I I I I I PD-115 M M I 1 I I I I I I I I I I I I I I I I I I I PD-116 M II 1 I I I I I IM I I I I I I I I I I I I PD-107 114114114 I I 1 I I I I M I 1 1 I I I I I 1 I I m PD-14 111 I II I I I I 1 1 1 1 I I I I I I I I I PD-143 l I II I I I I 1 I I43 I I I I I I I M PD-159 1141414 I I 1141 I I I 1 1 1 I I I I I I Im I I A PD-'168 M M M M M m I I I M M PD-169 I I I I I I IM I I I I I I I I I I I I I I I I I I I PD-170 I I 11 I I 1 1 1 I I I I I I IM I I M I PD-172 Ii I M I H I I I I I I I I I I I I I I I I I I II I I 4 Temp =temiperature Salt = salinity Trans = transparency Sed= sediment (routine) M - monthly, quarterly, A annually D O =dissolved oxygen Condt = conductivity Ak = alkalinity Sed Org 1 sediment organics TSS = tots( suspended solids Hard = hardness TP = total phosphorus Metals heavy metals *Base-Neutrat and Acid Extractable, andl Phen = phenots Turb = turbidity TOC = total organic carbon Fecal Coti = fecal cotiform Volatile Organics Pest = pesticides and PC~s other = other organics NH3 N = ammonia Total Coti = total coliform Flow = flow or stage meas. Ct = chlorides NO2 N03 = nitrate-nitrite BOD5 = 5-day biochemical TKN = total Kjetdhat nitrogen pH = pH oxygen demand B-20 Safi~ole Stations: FLorence I I I t I I I I I I I I I I I I I I I I I I I I I I [ Station ITemp I O0 I pH ISa[tlCondtl TSS ITurblColorfTranslAlkLlHard~ BOO5 I NH3 I TP ITOC f C! J Phen J14eta[sJPest J Other J Total J FecaLJFlow J Sed J Sed J "02 ITKN .o. I I I I I I I I I I I I N"4 "�3 I I I I I I IPCBs i org* I Coli I Coti I I I Org*l I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I* I I I I I I I I I I I I I PD-176 I 14 IM I MI I I IM I I I I I M I M I I M I I I I I I I I H I I I I I I. I I I I I I I I I I I I I I I I I I I I I I I I I PO-1T'/' I ~ 114 I M I I I IM I I I I I M I H I I 141 I I I I I I I H I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I PD-186 I M IM I MI I I IM I I I I I H I M I I MI I I I I I I I , I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I PD-187 I M IH I HI I I 114 I I I I I M I M I I M I I I I I I I I M I I' I I I I I I I I I { I I I I I I I I I I I I I I I I t I I P0-189 I M 114 I 141 I I IM I I I 141 AIM I 14 M I 141 141 el 141 Q I Q I I I I H I M I A I I I I I I I I I I I I I I I I I I I I I I I I I I I I I PO-190 I HIM I HI I I IM I I I I I 14 I 14 I I 141 I I I I t I I H I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I P0-201 I H 114 I HI I I IM I i I I I H I M I I MI I I I I I I I M I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I P0-202 I ti IN I 141 I 14 I # IM I I I H I AI H I 14 M 114 I 14 1 M I I I O I A I A I I 14 I 14 I A I A I I I I I I I I I I I I I I I I I I I I I I I I I I I I PO-203 ~ 14 I M I 14 I I J I 14 J I I I I H { 14 I J H ~ I I I I I I I 14 | J I I I I I I I I I I I I I I I I I I I I I I I I I I I J I PD-227 I H IH I HI I I IH I I I HI AI H I H H IH I HI OI I I O I A I I I H I H I A I I I I I i I I I I I I I I I I I I I I I I I I I I I I I P0-229 I H IH I H I I I IH I I ( I I 14 I 14 I I 14 1 I I 'l I I I I 14 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I P0-230 I H IH I HI I I IM I I I I I H I H I I 141 I I I I I I I 14 I I I I I I I I ( f I I I I I I I I I f ( ( f I I I I I I I I P0-231 I M IM I MI I I IM I I I I I M I H I I M I I I I I I I I H I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I P0;236 I H IM I H I I I IH I I I I I H I 14 I I 14 1 I I I I I I I H I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I PD-239 I H IH I HI I I IH I I I I I H I M I I HI I I I I I I I H I I I I Tenso = teffl~erature Salt = salinfty Trans = transparency Sed = sediment (routine) 14 = monthly, Q = quarterly, A = annually DO = dissolved oxygen Condt = conductivity Atk = alkalinity Sed Org = sediment organics TSS -- total suspended solids Hard = hardness TP = total phosphorus 14etaLs = hemW metals *Base-Neutral and Acid Extractable, and Phen =pheno[s Turb = turbidity ?OC = total organic carbon Fecal CoLi r. fecai coLiform Volatile Organics Pest = pesticides and PCBs Other = other organics NH3 NH4 = ammonia Total CoLi = total coLiform Flow r. flow or stage meas. Ci = chlorides NO2 NO3 = nitrate-nitrite BOO5 = 5-day biochemical TKN = tote[ Kjeldha! nitrogen pH =ptt oxygen demand B-21 Sample Stations: Florence Station ITemp IDO I pH ISaltlCondtl TSS ITurbjColorITransAlkLkIHardj BOO 1NH NO2 ITKN I TP ITOC CL IPhen IMetalsiPest I Other I Total I FecalilFow I Sed ISed I No. NH4 1 NO3 1 1 1 1 1 1 IPCBs Org* ICoLi ICoLi I Org*l PD-255 14141 4 I I 1 I I I I I 1 1 I I I I I IM I I I PD-256 I M IN I MI I I IN I I I I A I4 I I N I I 1 I I I A I I I I 1 I I A I I PD-258 1111 I II i I I I I I 1 I I I I I I I I M PD-258 M I I 1 I I I M I 1 I I I I I I 1 I I Im PD-281 I Ii I IM I m I I I I I 1 I I M I A I I I A PD-3068 INMI I I I I 1 1 1 I I I I I I 1 I I M PD-310111 I II I I I I I I 1 I I I I I I I I I, PD-319 li ii I II I I I I 1111 I I I I I I I I I PD-320611414141 I 1141 I I I 1 1 114 I I I I I I I I M PD-321 li ii I II I I I 1 I I I I I IM I I A ST018 lI ii I II I I I I I I 1 I I I I I I I I I ST-024 M I M I I I M I I I I I . I I I I I I I I I I I I a Temp =temrperature S alt = salinity Trans = transparency Sed= sediment (routine) M = monthly, - = quarterly, A Iannually D =dissolved oxygen Condt = conductivity A14 = alkalinity Sed Org sediment organics TSS =�total suspended solids Hard = hardness TP = total phosphorus Metals heavy metals *Base-Neutral and Acid Extractable, and Phen = phenols Turb = turbidity TOC = total organic carbon Fecal toli = fecaL coliform Volatile Organics Pest =pesticides and PCBs Other = other organics NH3 NH 4 = ammonia Total CoHI= total coIiforI Flow =1flow or stage me1s. CI =Ichlorides NO2N 03 I nitrate-nitrite BOD1 = 5-day biochemical TKN = total Kjeldhat nitrogen pH = pH oxygen demand B-22 Sample Stations: Greenville I I I I I I I I I I I I I I I I I I I I I I I I' Station ITemp I Do I pH ISaltICondtl TSS ITurbjColorITransjAlklIHardj BOD5 1NH3 I N02 ITKN I TP ITOC I ClI Phen IMetalsIPest I Other I Total IFecalIFlow ISed ISed I No. N I N I I I I I I IPCBsIOrg* ICol ICoLi I IIrga 8-00I I I I I I I I I I M I A I M I I I I I I I I M M A I-0 1111I I II I llIM M I I I llPI I I I I I I I I I I-012 M I m I M I I I I M I I I I I I I I I I I I I I I I M 6-019 1141414 I I 1 I I I 1141 M 1 I I I I I I I I M I-020 I I I I I I I I I I . I I I I I I I I I I I B-02 I I I I I M I I I I I I I I I I I I I I M IM I B-026 M11 I M M MI111I I I M 114 I I A I-028 I I I I I I I II I I I I I I I I I I I I I B-035 1111 I II I I I I 11I I I I I I I I I I IM B-037 li ii I II I I I I 1 I I I I I I I I I M B-028 1141414 IM I I I I 1 1 1 I I I I I I1 I I B-041 M I I I I I I I M I I I I A I M I M I I I I I I I I A I-097 1111 I I I I I II I IM I I I I I M B-099A I I I I I I I I I I I I I I I I I I I I I B-0998 MI 1 I II I I I I I I 111 1 I I I I I m I I Temrp =temperature Salt = slinity Tra~ns = transparency Sed= sediment (routine) M = monthly, 0 = quarterly, A annually 00 = dissolved oxygen Condt = conductivity AMk = alkalinity Sed Org s ediment organics TSS = total suspended solids Hard = hardness TP = total phosphorus Metals heavy metals *Base-Neutral and Acid Extractable, and Phen = phenots Turb = turbidity TOC = total organic carbon Fecal Coli = fecal cotiform Volatile organics Pest = pesticides and PC~s o ther = other organics NH3 NH 4=ammonia Total Coli = total coliform Flow = flow or stage meas. CL . = chlorides NO2 N03 = nitrate-nitrite SOD5 = 5-day biochemical TKN = totaL Kjeldhat nitrogen 'pH = pH oxygen demand B-23 Sample Stations: Greenville Station ITemp I DO I pH ISaltlCondtl TSS ITurbjCotorITransIAlklIHardj BOD5 1 NH3 I NO2 JTKN I TP JTOC I CL IPhen IMetalslPest I Other I Total IFecatiFtow I Sed I Sed I No. I I I I I I I II INH4IOI I I0 I P~l~g )Cl I~ IOrg~I No.03 I I I I I I I I I I I I I I I I I I I I I I I I I I I -1011 I I3I I I I I I I 11111 I I I I I I M 8-113 1 I I 1M4 I 11 I I I II I M 11 M M I -14 M M I iii I I I I I I I M I I I I I I I I A 8-149 1141414 I I 1 4 I I I 1 1 1 I I I I I I I I I B-162A IiM I I M I IM I I II I M I 1 I 1 I I I I I I I I I B-163A I 11 I I I I III I M I1111 I I I I I I I I I 8-164 1 1I4M I I1 I I I IMM 1 14 I I I I I I N I M I I B-186 1 M I I M I II I I I M I I 1 I I I I I I I I I B-191 n I I I I M I I I I I I I I I I I I I M I I I I I I I I 8-219 11414111 I 1141 I I I 1 1 1 I I I I 1 I I IM B-221 I li ii I II I I I I 1111 I I I I I I I I I B-231 li ii I I I III I II I I I I I m I 1 -2135 HI I I I M I I I IM I I I I I ,I I I I 1 I I I I I I I B-241 1M I M1 I I I I I I I I I I III I I I I I I I M I Temp ~=temperature Salt = salinity Trans = transparency Sed sediment (routine) N = monthly, 0 quarterly, A annually DO dissolved oxygen Condt = conductivity ALk = alkalinity Sed Org sediment organics TSS total suspended solids Hard = hardness TP = total phosphorus Metals heavy metals *Base-Neutrat and Acid Extractable, and Phen phenots Turb = turbidity TOC = total organic carbon Fecal Coll = fecal coliform Volatile organics Pest pesticides and P1 Other 1 other organics NH3 IH4 = ammonia Total Coli total oliform Flow flow or stage meas. Ct = chlorides N 02 N03 = nitrate-nitrite BCD 5 =5-day biochem~ical TKN3 total Kjeldhat nitrogen pH = pH oxygen demand B-24 Saniple Stations: Greenville Station ITelp I DO I pH jSaLtjCondtj TSS ITurbIColorITransIAlklIHardI BOO5 NH3 NO2 ITKN I IP ITOC I CL I Phen IMetalslPest IOther I Total I FecalIFLow I Sed I Sed I No. I I I I I I I I I I I IIH4INO3I I I I I JPCBsIOrg*ColiIColi I I IOrg~ B-242 M I I I I I I I I M I I I I I M I I m I I I I I I I I B-259 M m M M MIMII M M B-263 M M M MI I I M M mI I I I M 8-277 m I IIH M N N m MI m 9-278 M I M I iiiI II mI II I I I 1I I I I I I I IM I 5-301 1141141141 I MI 1 I I I IM I IMI I I I I I I I I I I U-302 M I MliI I I m I I I II I I I I I I I I M I I I A B-315 1 M I 111 I II I I II I I ( I M I I I I I I I I I 8-317 1 M1141141 I I 1141 I I I IIII K MI I M I I I 1141 I II 8-321 1 I I M M I I I I M I I I I ' I I MI MI I I I I I a I I I I I I I SE-001 I 4 I4 M I M I I I1I1M I I II I A I14 II I I I IM I 11I1A I I IE-007 l I I I I I I 1111 I I I I I I I I I BE-009 MIMIMI I I 1 I I I 1 IM 114 1 I I I I I I 1 I BE-0,15 MI l I II I I I I 1111I I I I I I I I M SE-018 lI ii I II I I I I I I 11 1 I I I I I I I I I Temrp =temrperature Salt = salinity Trans = transparency Sed sediment (routine) M = monthly, Q = quarterly, A annually DO = dissolved oxygen Condt = conductivity Atk( = alkalinity Sed Org sediment organics TSS = total suspended solids Hard = hardness TP = total phosphorus Metals heavy metals *Base-Neutrat and Acid Extractable, and Phen m phenols Turb = turbidity TOC = total organic carbon Fecal Coli = fecal coliform Volatile Organics Pest = pesticides and PCes Other = other organics NH3 NHq ammonlia Total Cotj = total coliform Flow = flow or stage meas. CL = chlorides N O2 N03 nitrate-nitrite BOD5 = 5-day biochemical TKN = total Kjeldhat nitrogen pH = pH oxygen demand B-25 Sample Stations: Greenville Station ITemp i DO I pH ISaltICondtI TSS ITurbICoLorITransIAlktlHardj BOD5 1 NH3 I NO2 ITKN I TP ITOC I CtI Phen IMetalslPest IOther I Total I FecalFlow I Sed I Sed I No. N iN i I II I I I H I lI i I CPCBsg IOrg*I I Coli IColi I I Or BE-020 I I I I I I I I I I M I I I I I I I I I I IE-024 1111 I II I I I I I 1 I I I I I I I I BE-035 MIMIM I IMI I I I I I I MI I I I I I I IN I BE-039 i i I II I 11 , I 1 I I I I I I I I I BE-040 IN M I I I f I I I I I I IMI I I I I I I IN BL-001 I 111 I II I I I I I I 1 I I M I I IM I M I I I I BL-005 M IM I I INI I I I I I MI INI I I I I I I I I BP-0lI I I I II I I I I I I 1 I I I I I I IM I S-004 I II MI II IM I I I I IMI I I I I I I IN I S-00s I i ii I I5I I II I I 1 1 1 1 I I I I I I I I I S-007 MIMIMI I I I I I I I I 1t41 IMI I I A I I M I I I A A S-01o I I I I I I0I I II I I 1 1 1 1 I I I I I I I I I S-013 M I M I I I INI I I lIM I M I IM M I I I I I I I I I I I I s-a MM M m M m M M IM A M M M M M M 0 A A M Mn I A A S-021 IM I M MI I II I I I I I I IN I A I I I I IN I I I AA Temp =temperature Salt = salinity Trans = transparency Sed= sediment (routine) M = monthly, 0 quarterly, A annually DO = dissolved oxygen Condt = conductivity AMk = alkalinity Sed Org sediment organics TSS = total suspended solids Hard = hardness TP = total phosphorus metals heavy metals . *Base-Neutral and Acid Extractable, and Phen = phenols Turb = turbidity TOC = total organic carbon Fecal CoUl = fecal coliform olatile organics Pest I pesticides and PCBs Other I other organics NH3 NH =ammonia Total Coll = total oliformI Flow = flow or stage meas. Ct = chlorides N 02 N03 = nitrate-nitrite BOD5 M 5-day biochemical TKN =total KjeIdhaI nitrogen pH = pH oxygen demand B-26 Sample Stations: GreenviLle Station ITemp IDO I pH lSaltlCondtl TSS lTurbICoLorITranslAlkllHardl BOO5 1 NH3 1 NO2 ITKN I TP ITOC ICL I Phen IMetalsiPest IOther I Total I FecaLiFlow ISed I Sed I No. I I II I III INHI I 1 1 NOI IPCBs I Org* I CoLi I CoLi I I Or9*1 S-06 7 I I I I I I I I I I I I I I m I I M I I I I I I I I I S-073 li ii I IM I II I I I 1 1 1 A I I I I I I M M S-084 MIMIMI I I 1 I I I 1 1 111 I I I I I I 1 I liii� I Ii I I I I I1 1 1 I I I I I I I I I S-083 MIM IMI I I I IMM I MMIQI I I I 1 I IM S-088 Hl Iii M M M i I I A M I I I M I a S-091 MIMIMI I i I I IM I 11 I I I I I I IN I S-096 I I I I I I I I I I I I I I I I I M MI 5-063 IMIMIMI I I 114 I I I IN I 11 M I I I I I I IN I S-0 9 7 * I i I lit I I 1 I I I I I I I I Im S-067 141414 II 114 In MI A I 114 111 14 I MI I I I I I 111 I II 5-091l~ I I I MI I II II I I 1 1 1 1 1 I I I I I I I I S-Ofl 1141414 II I 11 I I I 114 114 111 I I I I I I 114 I I liiiI I iiM I il I I til I I I I I I I I I I -119I ii I II I I I I 1 1 1 1 I I I I I I I I I S-125 I I I I M I A M M M M M I I I I I I I I * I I A I I I A Temp = temperature Salt salinity Trans= transparency Sed sediment (routine) M = monthly, 0 = quarterly, A annually DO = dissolved oxygen Condt = conductivity Alk( = alkalinity Sed Org sediment organics TSS = total suspended solids Hard = hardness TP = total phosphorus Metals heavy metals *Base-Neutrat and Acid Extractable, and Phen = phenots Turb = turbidity TOC = total organic carbon Fecal Coti = fecal coliform Volati9 e O rganics Pest = pesticides and P4 Other = other organics Nu3 NH 4 =ammonia Total oli = total coliform Flow = flow or stage meas. Ct =chlorides NO N03 = nitrate-nitrite BOBSI 5-day biocheI ical TKN = total Kjetdhat nitrogen pH = pH oxygen demand B-27 Sample Stations: Greenville Station ITemp I DO I pH ISaltjCondtI TSS ITurbIColorITransIAlklIHardI BOD5 NHH3 N NO2 ITKN TP 'TOC I CL I Phen IMetalsiPest IOther I Total I FecaLiFtow i Sed I Sed I No. 4INH4I NO3 PCBs I Org* I CoiI Coli I Org*l S-135 M mI M M M M M M S-138 I I I I I I I I I I I I I I I I I I I I I I I I AM 6 I I I I I 1 I I I I I I I I I I I I I I I I I I I I I S-1 M I M I MI I I I14 I I I I I M I I I I I I I I I M S-171 MI M I I II I I I I m I I I I I I I I I S-138 M114141141 I MI 1 I I I IM IQM I I I I I I M S-231 I 1.I NI II I III I I I I M I I I I I I I I M S-251 1 M14114 4I I I 1 I I I IM I I I IA I I I 1 I I I A S-252 M I M I I I I I I I IM I I I I I I. I M I I I I I I S-264 M I IM M I I I I I I I I A I M I I I I I I I I I A I I I S-267 1 I I 14 I I I 1 1 11 I I I M1 I I IN I S-289 li ii I II I I I I 1 1 1 1 1 I I I I I I I IM s- I W 1111 I IMI I II I I 1 1 1 1 1 I I I I I I I I I I-291 I 1 I m I I I III MI I 11 1 A IA I I I M I I I I I-292 1 MIM I I IM III M I A I IM I MI I A I M M I I I I S-296 1 I II I I I I I I I JI l l I I I I A I I I A Temrp mtemperature Salt =salinity Trans = transparency Sed sediment (routine) N = monthly, 0 = quarterly, A annually DO = dissolved oxygen Condt conductivi ty Atk = alkalinity� Sed Org sediment organics TSS = total suspended solids Hard hardness TP total phosphorus Metals 1heavy metals *Base-Neutral and Acid Extractable, and Phen = phenols Turb turbidity TOC = total organic carbon Fecal Cali = fecal cotiform Volatile organics Pest = pesticides and PC~s other = other organics No 3 I I = aImonia Total Cali = total oliform Flow =Sfl ow or stage Ieas. Cl = chlorides N02 N03 = nitrate-nitrite B115 1 5-day biNhemical TKN = total Kjetdhal nitrogen pH = pH oxygen demand B-28 Sample Stations: GreenvilLe Station ITemp I DO I pH lSaltICondtl TSS lTurbtColorlTransiALkllHardl BOO5 I NH3 NO2 JTKN I TP ITOC ICL IPhen iMetaislPest I Other I Total I FeCallFiow I Sed ISed' No. NH4 I IPCB I Org* I CoLi IColi I IOrg*1 SV-00~~~ ~ ~ ~4 M SV-017 M M M m M M M M SV-031 I M I M I I I I I I I I I I I I I I M I M I I I I SV-037 M I liM i I I I I I I I 1 1 1 1 I I I I I I I I I M SV-00114 4 I I 1141 I II IM I 14M M 1141 I " I I I I I I I I MI SV-043 MIMINI I I 1 I I IM I M M lI I I I 101 I Al I SV-052 MI II I I I I I I I I II I I I I I I I I I SV-07 3MIMINI I 1 I I I 1 1 1141 I I I I I i I I sv-os~ MI M11.11 I I MI I I I I I I 111 I I I I I I SV-0531 IM I MI I I I 114 I I MI AI IM IM MM IMII I1 1 I I IN 14 I I SV-098 M l i I IiM MIll I I 1 1 1 1 I I I I I I I A A sv_100 I l I 1' I Il I I 1 I I I I I I IM I I SV-106 1141414 I I 1 I I I I I 1 1 I I I I I I I I I I M I I I I I I I I I I I I I I I I I I I I I I I A I I SV-104 1141141141 I I 114 I I I I M I 114 14 I I I I I I IN I I I I sv~111 I M I II I III I I 1 I M I I I I I I I Temp =te1perat ure Salt =salinity Trans= transparency Sed sediment (routine) M monthly, 0 = quarterly, A annually Do = dissolved oxygen Condt = conductivity Alk = alkalinity Sed Org sediment organics TSS = total suspended solids Hard = hardness TP = total phosphorus Metals heavy metals *Base-Neutral and Acid Extractable, and Phan = phenots Turb = turbidity TOC = total organic carbon Fecal Coil = fee&[ coliform Votatile Organics Pest =pesticides and PCBs Other = other organics NH NH ammonia Total CoIi = total coliform Flow mflowu or stage meas. CL = chlorides NO 2 N03- nitrate-nitrite BOD 5 = 5-day biochemiceal TKNl = total Kjeldhat nitrogen pH = pH' oxygen demand B-29 San~oLe Stations: GreenviLLe I I I I I I I I I I I I I I I I I I I I I I I I I I I Station ITen~o I DO I pH ISattlCondtl TSS ITurblCoLorlTranslALktlHardl BOD5 II NH3 NO2 ITKN I TP ITOC I Cl I Phen IHetatslPest I Other I Total I FecatlFtow I Sed I Sed I No. I I I I I I I I I I I I NH4 "�3 I I I I I I IPCSs I Org* I Coti I Coti I I I Org*l I I I I I I I I I I I I I I I I I I I I I '1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I SV-121 I M IM I M.I I I IM I I I MI AIM I M M I MI MI QI I I o I A I A** I I M I I A I A I I I I I I I I I I I I I I I I I I I I I I I I i I I I sv-122 I M IM I M I I I IM I I I MI AI H I M M I M I #1 QI I I Q I A I A** I I M I I A I A I I I I I I I I I I I I I I I I I I I I I I I I I I I I SV-135 I M IM I M I I I I'M I I I I I M I M I I M I I I I I I I I M I I I I I I I I I I I I I I I I I I I I '1 I I I I I I I I I I SV-136 , I M IM I M I I I IM I I I I I M I M I I M I I I I I I I I M I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I SV-137 I M IM I M I I I IM I I I I I M I M I I M I I I I I I I I M I I A I I I I I I I I I I I I I I I I I I I I I I I I I I I I I SV-139 I M IM I M I I I IM I I I I I M I M I I M I I I I I I I I M I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I sv-140 I M IM I M I I I IM I I I I I M I M I I M I I I I I .I I I M I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I sv-141 I M IM I M I I I IM I I I I I M I M I I M I I I I I I I I # I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I SV-181 I M I M I M I I I IM I I I I I M '1 M I I # I I I I I I I I # I I I I I I I I I I. I I I I I I I I I I I I I I I I I I I I I SV-200 I M IM I M I I' I IM I I I I A I M I M I I M I I I I A I I I '1 M I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I SV-203 I M I M I M I I I IM I I I I I M I M I I M I I I I I I I I M I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I. I SV-206 I M IM I MI I I IN I I I I I M I M I I #1 I I I I I I I M I i I I I I I I I I I I I I I I I I I I I I I I I I I I I I I SV-227 I M IM I MI I I IN I I I MI AIM I M M I MI HI OI I I O I A I I I M I # I A I I I I I I I I I I I I I I I I I I I I I I I I I I I I I SV-230 I M IM I M I I I M IN I I I M I Am M I M M I MI M I O l I I e I A I I I M I I I I Temp ~- tenperature SaLt = salinity Trans = transparency Sed = sediment (routine) M = monthly, Q = quarterly, A = annuaLLy DO = dissolved oxygen Condt = conductivity Ark = aLkaLinity Sed Org = sedimnt organics TSS = total suspended sotids Hard = hardness TP c total phosphorus MetaLs = heaw/laeta[s *Base-Neutrat and Acid Extractabte, and Phen = phenols Turb = turbidity TOC -- totaL organic carbon Fecat Coti = fecat coLiform VoLatiLe Organics Pest = pesticides and PCBs Other = other organics Ntl3 #H4 = ammonia Totat Coti= total cotiform FLow = ftow or stage meas. Ct = chlorides NO2 NO3 = nitrate-nitrite 80D5 = 5-day biochemicat **organics Listed above plus dioxotane TKH = ~otat KjeLdhat nitrogen pfi. = pH oxygen de~ncl i somers. B-30 Sample Stations: Greenville Station ITemp I DO I pH ISaltICondtj TSS ITurbIColorITransIAlrkLHardI BOD5 1 NH3 1 NO ITKN I TP ITOC I C1 IPhen I ~etalslPest I Other I Total I FecatiFlow I Sed I Sed I No. N I N I I I I I I IPCi I IrINHIIN I I CoI I I (r e I 4 SV-236 M M M m M m M M SV- 239 M M M M M M M M 1I M Sv-241 M I I I I I I I IM I I I I I I I I I I I I I I M I I I I SV-245 I I M I I I I M I I I I I I I I 1 1 1 I I I I I I I I I SV-249 MIMI MI I I IM I I1I1 I A4 I MI I M I 1 I MI SV-282 MIMl I I I I I I I I I I I I I MI I I I M I I I I SV-288 MIMIMI I I IM I 1141 M 1141 I I I I I I IM I A I I SV-301 I i i I II I I I I 1 1 1 1 I I I I I I I I I SV-303 MIMIM I I 1 I I I 111 1 1141 I I I I I1 I I Im SV-308 I I I I II I I I I 1 1 1 1 I I I I I I I I I SV-311 41 I 1 1 I I I MM 1 1141 I I I I M A 1 I I I SV-312 M M I I I I M I I I I 1I * I I I I I I I I II I I 1. 111 I i I I I I 'I I I SV-313 I ii I I I I III I I M1 1 I A I IM M SV-316 I M I I I I I I I M I I I I I I I I I I I I I I I I I SV-322' M1 1 1 I IM M MIAIM M MIMIMIOI I I M Temp =temperature Salt =salinity Trans = transparency Sed sediment (routine) M = monthly, Q = quarterly, A annually DO = dissolved oxygen Condt conductivity ARk = alkalinity Sed Org sediment organics TSS = total suspended solids Hard hardness TP = total phosphorus Metals heavy metats *Base-Neutrat and Acid Extractable, and Phen = phenols Turb turbidity TOC = total organic carbon Fecal Coti = fecal cotiform Volatile Organics Pest = pesticides and PCBs Other = other organics NH 3 NH 4 =ammonia Total Coli = total coliform Flow = flow or stage mneas. CL = chlorides N 02 M03 = nitrate-nitrite BOD 5 = -day biochemical TKN = total Kleldhal nitrogen pH = pH oxygen demand B-31 Sample Stations: Lancaster Station ITeap IDO I pH ISaltICondtI TSS ITurbIColorjTransIAlkLIHardj BOD5 I NH3 I NO2 ITKN I TP ITOC I Cl I Phen IMetalsiPest I other I Total I FecaljFlow ISed ISed I No. INH4I NO3 I I 1 1 JPCBs I Org* I Coli I Coli I IOr9l B-042 M M I M I I I IM I I I M I A I M I M I M I I I M I IM A 8-044 M I i I II I I IM M M MI i i ! I I I I I I MI A 0-046 MIM M I M mI M M I INIAIM ININIMINIOI I I IAI I IA I IA I A B-048 M Ml I I I IM I IMI I I 1 1 1 1 1 I I I I MI .1M M A 5-051 INI IN I I NM M IIA IM MINIMIMIOI I 101 I I IN INIAI A B-056 M IM I II I I II M I 11M I I I I I I I I I -057 MM I l Ii I I I IM I IM I I M I A I i I I I MI I I I 8-059 M IM I II I I I I I I I I I I I I I I I M 6-062 ININ NI II IM I I IN IN MI NIOI I 101 I I IM mKMAI I B-064 M M M M~ I M M M M I I1I 0-067A\ M M M Mn 1 I M M mI I M B -067B M M M M mMI I I M M M� M M -074 M IM I I I I I I I I I I M I I I I I I I I I I I I I I B-075 l I II I III I I I I III I I I I I I I I I B-086 IKI IN I I INI I I I I I IMI IMI I I I I I A I I Temp~ =temrperature Salt = salinity Trans = transparency Sed= sediment (routine) M monthly, Q quarterly, A annually DO m dissolved oxygen Condt = conductivity Alk = alkalinity Sed Org sediment organics TSS = total suspended solids Hard = hardness TP = total phosphorus Metals heavy metals *Base-Neutral and Acid Extractable, and Phen = phenots Turb = turbidity TOC = total organic carbon Fecal Coti = fecal coliform Volatile organics Pest = pesticides and PCes Other = other organics NH3 NH 4 = ammonia Total CoH =. total cotiform Flow =flow or stage meas. CI =chlorides N02 M03 = nitrate-nitrite B(DI = 5-day biochemIical TKN = total Kjeldhal nitrogen pH = Hoxygen demand B-32 Sanmle Stations: Lancaster Station ITenm I DO I pH ISaltICondtl TSS lTurbIColorITransjlnkLlHardI 80O I NH3 I NO ITKN I TP ITOC I C I Phen IMetalslPest IOther I Total I FecallFlow ISed ISed I No. I N I N I I I I I IPC NH I IrI I CI I Org*I Col Coli B-088 MM M I H M M M m M 1 I I M 0-095 1 M I M I I I I I I I I I I I I I I I I I I I I I M B-100 M M M M A M M N A m AII B-119 M M m M m M M M A M M M M M 0 0 0P) M 0 0IP M A A B-128 M M M M M m M I I I M B-133 M M M M M M m I I I I M 8-159 M M I i I I I I I l I I I I I I I I I I I I I B-199 M IM I I I I III I I 11 I I I I I I I MI I I 8-211 141141141 I I 1141 I I I IM I 1 1141 I I I I I I 1 I B-243 M M M M M m M M B-286 M I M IM I I I I I I I I I M I I I I I I I I I I l I 8-2871001141141 I I 114 I I I I 1 1141 I I I I I I 1 IAI M B-323 M I M IM I M I I I t I I I I I I I I I I * I *1 lilt I I I I lit I I 111I I I I I I I I I� -325 1 M I I I I I I I I I I I M I I M I I I I I I I I I I I 8-32631141141 4 I I 1141 I I I IM I 1 1141 I I I I I I 1 M Temrp = temperature Salt =salinity Trans = transparency Sed= sediment (routine) M monmthly, 0 quarterly, A a nnually DO = dissolved oxygen Condt conductivity AM = alkalinity Sed Org sediment organics TSS = total suspended solids Hard hardness TP = total phosphorus Metals h eavy metals . *Base-Neutrat and Acid Extractable, and Phen = phenots Turb turbidity TOC = total organic carbon Fecal Coti = fecal cotiform Volatile Organics Pest = pesticides and PCBsI Other = other organics NH3 NH 4 =ammonia Total Coli I total coIifor 2low = flow or stage mes. CI 1 Ihlorides NI2 N13 = nitrat e -nitrite ROD41= 5-day biochemical TKN = total KjeIdhaI nitrogen pH = pH oxygen demand B-33 Sample Stations: Lancaster Station |Temp I OO I pH ISaltCondtj TSS ITurbIColorITransIAlklIHardj BOD5 :H3 H NO2 ITKN I TP |TOC I Cl I Phen IMetalslPest I Other I Total I FecaliFlow ISed ISed I No. I I I I I I I I I I IH4NO3I I I I I I PCBs I Org* I Coli I Coli I I Org* I-330 M I I I I I I I I I I I I I I I I I MI I I BF-007 MI 11 II I I I I liiiI I I I I I I I I OF-008 N N m mIM I I M M M cw_002 M M M M M A M M M M M 0 0Ia A m M CWB-330 I M I M M I I M I I I I I M M 1 I I I I I I I I I M I -008 I M I M M I IM I I I M I M I I M I I M I I I . I I I M BF-00 I M I M I M I I I IM I I I I IM I I 1 I I I I I I I I M I I I I CWolI 1111 I I mI MI I MI I I M I I . I I I I I I I I I CW-013 I M I M I M I I I I M I M I A I M I M I M I M I M I I i I A I I I n I I I I I W 0I M I I I I I I I MI I I I I I I I A I I I I I M I IAI CW-016F 11141 M M 114 M IN A M I NM IM IQ M0 QiA I A N 14 CW01 M II IMI I I M I I I I1. I I I M M I* CW-006 1 M I M M I I I I I I I M I m1 I I I I I A I I I I CW-003 I M I M M I I M M I A I M M M M M I I III I a I I I I I I M I I I I (II~ ~ I I I I I II I I 1 1 I I I I I I I I ' I CW-00927 M I I IM I M I I I I I I I I IA I I I M I I I I Temrp = temperature Salt = salinity Trans = transparency Sed= sediment (routine) M = monthly, 0 quarterly, A annually DO = dissolved oxygen Condt = conductivity Alk( = alkalinity Sed Org sediment organics TSS = total suspended solids Hard = hardness TP = total phosphorus etals heavy metals CW-011 I1M4I1M4I1M1 I I I1M4I I I I I M I I14 M I M I I I I I I I M I I I I *Base-Neutrtl and Acid Extractable, and Phen = phenols Tmrb = turbidity TOC = total organic carbon Fecal Col = fecal altiform CW03 I M 11MI I I I I MI I IMI AI M I MI MI MI MIQI I I QI AI I I M I I AI I Volatile organics Pest = pesticides and PCBs Other = other organics NU 3 NH 4 ammonia Total CoLi = total coliform CW06 I M I M I MI IM I MI MI MI IMI AI M I MI M MIIMIMI I* I Q I AI A I I M I MI AIAI I I I I I I I I I I I I I I I I I I I I I I I I I 1 1. 1 Flow = flow or stage meas. cL = chlorides NO2 N03 = nitrate-nitrite ROD 5 =5-day biochemnical CW-16FIM I M I MI I I I MI I I IM|AI M I MI M 11MI11IQ 1 I QI I I I M I I AI I CW-017 I1M4I1MI1M1I1 I I M14 I I I I 14 I14 M I IM I IM| I I IN I I I I TKN total Kjedha nitrogen pH = pH oxygen demand I I CU-019 I1M1II I I I I I I IAIM I 1 M1-3 I I I A I I I IAI I I I i I I I I II I II I I I (( I I I I I I I I 1 1. 1 CW03 I M I M I M I I I I M I I I M I A I M I M I M I I M I a I I Q I I I I M I M I A I A I CW-027 I1M4I1M4I1M1 I I IM II I I lAINM I I14 M 114M1 I I I AlI I I I M I I AI I Temp = temperature Salt - salinity Trans =transparency Sed = sediment (routine) M4 = monthly, Q0 quarterly, A = annually DO = dissolved oxygen Condt = conductivity Alk =alkalinity Sed Org =sediment organics TSS = total suspended solids Hard = hardness TP =total phosphorus Metals = heavy metals *Base-Neutral and Acid Extractable, and Phen = phenols Turb = turbidity TOC = total organic carbon Fecal Coli =fecal coliform Volatile Organics Pest = pesticides and PCBs other = other organics NH3 NH = armionia Total Coli = total coliform Flow = flow or stage mreas. Cl = chlorides NO2 NO3 nitrate-nitrite BOO5 5-day biochemical TKN = total Kjeldhal nitrogen pH =pH oxygen demand B-34 SampLe Stations: Lancaster I I I I I I I I I I I I I I I I I I I I I I I I I I I I station IT~.P I DO I pH ISattlCondtl TSS ITurblCotorlTranslAtkLIHardI soo5 II .H3 [ .02 IT[. I TP ITOC I CL [Phen IMetaLslPest ( Other I Total I FecatlFt�w I Sod J Sed I .o. I I I I I I I I I I I I HH4 "03 I I I I I I IPcas I ors* I coti I coLi I I I Org*l I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I o4-029 I M I M I M I I I I M I I I M I A I M I M I M I M I M I O I I I O I I I I M I M I I f I I I I I I I I I I I I I I I I I I I I I I I I I I I I CU-036 I M IM I M I I I IM I I I I I M I I M I I M I I I I I I I I M I I I I I I I I I I I I I I I I I I I I I I I I' I I I I I I I I cu-041 I M I M I M I I I I M I M I I H I A I M I M I M I H I 14 I O I I I O I I I I M I M I A I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I C14-047 I M IM I H I I I IM I I I I I M I I M I I H I I I I I I I I M I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I cu-057 I M IM I HI I I IM I I I HI AI 14 I 14 I M IH I 141 01 I I O I I I I M I I A I I I I I I I I I I I I I '1 I I I I I I I I I I I I I I I I CW-064 I 14 IM I 141 I I IM I I I I I 14 I I 14 I I MI I I I I I I I M I I I I I I I I I' I I I I I I I I I I I I I I I I I I '1 I I I I C14-080 I 14 114 I 141 I I IM I I I I I 14 I I 14 I I 141 I I '1 I I I I M I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I CU-083 I M IM I 141 I I M IM I I I I I M I I M I I 141 I I I I I I I M I I I. I I I I I I I I I I I I I I I I I I I I I I I I J I I I I CW-088 I 14 IM I 141 I I IM I I I I I M I I 14 I I MI I I I I I I I M I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 04-096 I 14 IM I 14 I I I 114 I I I I I 14 I I M I I 14 I I I I I A I A I I M I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I CU-105 I M 114 I 141 I I 114 I I I I 1,14 I I 14 I I 141 I I I I I I I 14 I I I. I I I I I I I I I I I I I I I I I I I I I I I I I I I .I I CU-131 I M I H I M I I I 114 I I I I I 14 I I 14 I I 14 I I I I I I I I M I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I cu-134 I 14 114 I H I I I 114 I I I I I M I I 14 I I 14 I I I I I I I I M I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I CU-151 I 14 IM I 14 I I I 114 I I I I I 14 I I 14 I I 14 I I I I I I I I 14 I I '1 I I I I I I I I I I I I I I I' I I I I I I I I I I I J I I Ct,/-152 I H I M I H I I I 114 I I I H I A I 14 I 14 I 14 I 14 I M I O I I I O I A I I I M I I A I I Temp = temperature Salt = salinity Trans = transparency Sed = sediment (routine) M = monthly, Q = quarterly, A = annually DO = dissolved oxygen Condt = conductivity Alk = alkalinity Sed Org = sediment organics' TSS = total suspended solids Hard = hardness TP = total phosphorus Metals = heavy metals *Base-Neutral and Acid Extractab[e~ and Phen = phenols Turb = turbidity TOC -- total organic carbon Feca[ Coti= feca[ cotiform VoLati.te Organics Pest = pesticides and Pegs Other = other organics HH3 NH4 = ammonia Total Co[i= total cotiform FLow = ftou or stage togas. CI = chlorides NO2 NO3 = nitrate-nitrite 8005 = 5-day biochmicaL TKtl -= total Kjetdhat nitrogen pH = pH oxygen demand B-35 Samrple Stations: Lancaster Station ITemp DO pH ISalttCondtI TSS ITurblColorITransIALkltHardj BOD5 1 NH3 I NO2 ITKN I TP ITOC ICl I Phen IMetalsiPest I Other I Total I FecalIFlow ISed ISed I No. NH4INO3I I I I I I JPCBsIOrg* ICoLi ICoLi I Io Irg W-153 I I I I M I I I I I I m CW-154 MI l iI I III I I 1 I I I I I I I I CW-155IMIMIM I IMI I I I AIM M MI I I I I IM I I A CW-17 I I l l I I I I I ll I I 1 1 1 1 1 I I I I I I I I CW-174 IMIM II IMI I I I IM M MI I I I I I I I I CW-175 MIH1 1 I I I I I I I 1 1 1 1 I I I I I I I I I CW-1765 M I MI I AIM M I I I I I I Al I M I I I CW-185 1 Il I M I I M I I CW-192 IMIMIM I IMI I I I IM m MI I I I I I I Im CW-197 l I II I mI I I I 1 1 1 1 1 A I I I M A CW-198 I I MI II IMI I IIMIM I I I A IM I I M A I CW-200 MI l I I I I I I I 1 1 1 I I I I I I I I M CW-01 M I M IM I I I I I m I MI A I M I IMI IMI I I I I I IN M I CWI 2 1 2 I M I II I III I I II Im I I I I I I I I CW-2185MinI MI I I IN I I I INM I INI I! I I I I I I IN I Temrp = temrperature Salt = salinity Trans = transparency Sed sediment (routine) M = monthly, Q quarterly, A annually DO = dissolved oxygen Candt = conductivity Alk = alkalinity Sed Org sediment organics TSS = total suspended solids Hard = hardness TP = total phosphorus Metals heavy metals *Base-Neutral and Acid Extractable, and Phen = phenots Turb = turbidity TOC = total organic carbon Fecal Coti = fecal coliform Volatile Organics Pest = pesticides and PCBs o ther = other organics NH3 NH4 = ammonia Total Cotj = total coliform Flow = flow or stage meas. Ct = chlorides N02 N03 = nitrate-nitrite BOO 5 =5-daey biochemical TKN = total Kjetdhat nitrogen pH = pH oxygen demand B-36 Sanple Stations: Lancaster Station ITemp IDO I pH ISaLtICondti TSS ITurbICoLorITransIALklIHardI BOD5 1 NH3 1 NO2 ITKN I TP ITOC ICL IPhen IMetalsiPest IOther ITotal IFecaliFlow ISed ISed I No. N 4 3 I I I I 4 IpcsI IColi IColiI I IOr"9* CW-213 MI# MI IMI I I I I I I I I I I I I I I I I I I I CW-214111 I IM I M I I 1 1 1 1 1 I M I I I I I I I CW-22 1 IM I 11 I I I IN I M11 I I I I I I I I I I I CW�1-223 IM I IMI I III I I I I I I I I I I I I I I I I CW-224 4 I IM I14 I I I Im I 1 I M I I I I I I I M I I I CW-225 I M I II I I II I I 1M 1 I I I I I I I I MI A CW-226 1 IM I I M I I I IM I M I A I I I I I I 1I4 I M I I A CW-22 I 711 I II I I I I I I 1 1 1 1 I I I I I I I I I PD-004 I31 IM I 1 I I I I 1 I I III I I I I I I I I I I PD-005I i i M II I I I I 1 I I M I I I I I I I PD-006 I M2 1 IMI 1 I I I14 I I I IN AI M I14 I I I I I I IN I AI I PD-009 M1 IM I M I I I I I m I IM I I I I I I I I I I I PD-066 I I I I I I A I I I I M I I I I I I A I I I I I A I I PD-067 MI l i II I I I I I I I I I I I I I I I I PD-068 M IM I M I I I I I I M I I I I I I I I I I I I Temp, = temperature Salt = salinity Trans = transparency Sed sediment (routine) M = monthly, 0 quarterly, A annually DO = dissolved oxygen Condt = conductivity Alk = alkalinity Sed Org sediment organics TSS = total suspended solids Hard = hardness TP = total phosphorus Metals heavy metals *Base-Neutral and A cid Extractable, and Phen = phenols Turb = turbidity TOC = total organic carbon Fecal Coti = fecal cotiform volatile organics Pest = pesticides and PCBs Other = other organics NH3 NH 141414ia Total CoI = 1 I totN coiform Ilow m Row or stage meas. Cl =chlorides N2 N03= nitrate-nitrite RO I5 = 5-day biochemical TKN = total Kjetcdhal nitrogen pH = pH oxygen demand B-37 Sample Stations: Lancaster Station ITemp I DO I pH ISaltICondtI TSS jTurbICotorITransjALkljNardj DOo5 1 NH3 I NO2 JTKNI TP ITOC I Cl I Phen IMetalsiPest I Other ITotal IFecaLIFlow I Sed I Sed I No. N I N I I 1 I 1 IC I INH4I NOCi I~ I I I Org j PD-080 M I M I M I I I I I I I I M I A I M I M I M I I I a PD-113 M M M M M A M M M M M 0 QIa A M M A PD-152 M m M M A M M m A M A PD-179 M M M M M M m MI M PD-180 M I i I M I I M III I I t I I I I I I I I I M I PD-215 IMIMIMI I I 1141 I IMIAIM INIMIMIMIOI I I al M M A PD-24 6 M I I I I I I I I I I I I M I I* I I M I I I I I I I I PD-247 M I i I II I II I I 1I I I I I I I I I I I I PO-250 I (M II I I I I I III I I M I I I I I M I I I I PD-271 M I M I14 I I I I M I IMI M I A I M I M I I I M I I I PD-328 I MI i I II I I M I I I I 1 1 I m I I I I I m I I I I P0-180 IMI MIN I I I 41 I I IN I 114 114 I I I I I I IN I P1-329 1 11 I I I I I I I I I IM I M I I PD-333 lI ii I II I I I I 1 1 1 1 I I I I I I I I I PD-334** I M i i i I II I I I M I I I I A I I I I I I I I I m PD-335 M IM I I I I I I I I I I M I I I I I I I I I I I I 'I I Temp =temperature Salt = salinity Trans = transparency Sed= sediment (routine) M = monthly, 0 = quarterly, A annually DO = dissolved oxygen Condt = conductivity Alk = alkalinity Sed Org sediment organics TSS = total suspended solids Hard = hardness TP = total phosphorus Metals heavy metals *Base-Neutral and Acid Extractable, and Phen = phenols Turb = turbidity TOC = total organic carbon Fecal Coti = fecal cotiform Volatile Organics Pest = pesticides and PCes o ther = other organics N lH3 NH4 = anwonia Total CoU =� total cotiform Flow = flow or stage me~as. C1 = chlorides No NO3 = nitrate-nitrite SOD = 5-day biochemical "*Monthly for cyanide at this station TKN = total Kjeldhat nitrogen pH = pH 25 oxygen demand B-38 APPENDIX C TREND BIOLOGICAL MONITORING PROGRAM STATION DESCRIPTIONS Fixed-Station Biological Network (70 Stations) Station Station Number Status Descriotion County B-046 BWMP* Broad River at Union Co. Road 389 Union/Chester B-054 BWMP Enoree River at Newberry County Road 45 Newberry B-236 BWMP Broad River 2 km downstream Fairfield/Richland of SC Hwy 213 BL-001 BWMP Lawson's Fork Creek at Spartanburg County Road 108 Spartanburg C-007 BWMP Congaree River at US Hwy 601 Richland/Calhoun CSB-001 BWMP Congaree River 5 km downstream Richland/Lexington from US Hwy 176 CSTL-098 BWMP Combahee River 1 km upstream Colleton/Beaufort from US Hwy 17 CSTL-109 BWMP Coosawhatchie River at Hampton County Road 27 Hampton CW-016 BWMP Catawba River at SC Hwy 9 Chester/Lancaster CW-206 BWMP Wateree River at US Hwy 76 Richland/Sumter and 378 E-008 BWMP North Fork Edisto River at Orangeburg County Road 39 Orangeburg E-015 BWMP Edisto River at SC Hwy 61 Dorchester/Colleton E-100 BWMP Four Holes Swamp at US Hwy 78 Dorchester MD-048 BWMP Collected as estuarine station MD-214 Charleston MD-080 BWMP Collected as estuarine station MD-213 Georgetown PD-027 BWMP Black Creek at Darlington County Road 35 Darlington PD-028 BWMP Pee Dee River at SC Hwy 34 Darlington/Marlboro PD-038 BWMP Lumber River at US Hwy 76 Marion/Horry PD-061 BWMP Pee Dee River at US Hwy 701 Horry/Georgetown * Basic Water Monitoring Program C-1 Station Station Number Status Descriotion County D-202 BWMP Pocotaligo River at SW Bridge Sumter of Sumter"County Road 32 S-018 BWMP Reedy River at Greenville County Road 448 Greenville S-125 BWMP Saluda River at US Hwy 25 by-pass Laurens ST-O01 BWMP Santee River at US Hwy 17A Berkeley SV-118 BWMP Savannah River at US Hwy. 301 Allendale SV-291 BWMP Clarks Hill Reservoir in Savannah Aiken River channel at US Hwy 378 (fish tissue only) SV-323 BWMP Savannah River 2 km downstream Aiken from dam at New Savannah Bluff Lock and Dam CW-214 Special Wateree River at 1-26 Kershaw CW-222 Special Wateree River upstream from Richland Little River confluence MD-900 Special Off-shore coastal waters; for Coastal pelagic finfish tissue analyses only. ST-507 Special Lake Marion around Billy Elliott landing immediately downlake of GSX Sumter hazardous waste disposal site ST-518 Special Lake Marion in Otter Flats at Sumter northwestern end of lake, uplake from the GSX hazardous waste disposal site ST-519 Special Lake Marion near the Rimini trestle, Sumter downlake from the GSX hazardous waste disposal site ST-030 Special Lake Marion near Wilson Dam Sumter around Wyboo and Potato Creeks SV-531 Special Langley Pond Aiken SV-532 Special Lake Hartwell near confluence of Pickens Seneca River and Eighteen Mile Creek C-2 Station Station Number Status Description County MD-212 Estuarine Murrells Inlet-100 m south Georgetown of Marker 23, west bank at mouth of small creek MD-213 Estuarine Winyah Bay-off South Island Georgetown across from lighthouse MD-214 Estuarine Charleston Harbor-off north Charleston point of Shute's Folly Island MD-215 Estuarine Broad River-1.5 km south of Beaufort Archers Creek MD-216 Estuarine South Edisto River off Charleston northeast shore of Raccoon Island - 500 m southeast of Marker 157 MD-538 Estuarine Campbell Creek - east bank at Beaufort confluence with Whale Branch MD-632 Estuarine May River-south bank 1 km Beaufort east of Bull Creek MD-633 Estuarine Trenchards Inlet - Phillips Beaufort Island 1.5 km south of mouth of Station Creek MD-634 Estuarine- St. Helena Sound/Coosaw River- Beaufort Morgan Island at mouth of Parrot Creek MD-635 Estuarine Stono River - Snake I'sland Charleston at confluence of Stono and Kiawah Rivers MD-636 Estuarine Wando River - south bank Charleston I km SW of SC Hwy 41 below power line MD-637 Estuarine North Inlet - east bank of Georgetown Old Man Creek across from mouth of Bly Creek MD-638 Estuarine Little River Inlet - Goat Is. Horry at mouth of Horse Ford Creek MD-639 Estuarine South Santee River - south Charleston bank across from southern tip of Drum Island MD-640 Estuarine Bulls Bay - at mouth of Long Charleston Creek, across from Morants Point C-3 Station Station Number Status Descriotion County MD-655 Estuarine Savannah River - off Oyster Jasper Bed Island across from Coast Guard Station C-4 APPENDIX D SHELLFISH STATION DESCRIPTIONS LISTED BY AREA AREA 1 Station #1 Little River Jetty Station #2 Mouth of Dunn Sound Creek Station #3 AIWW - Marker 9 Station #4 Mouth of Calabash Creek at AIWW Station #5 Big Bend up Dunn Sound Station #6 Bridge to Waties Island Station #7 Hog Inlet Station #8 AIWW - Marker 116 Station #9 AIWW - Marker 6 Station #10 AIWW at U. S. Highway 17 Station #11 Dock - Bird Island, North Carolina Station #12 Clayton Creek at Little River Inlet Station #13 Boat Landing - Bonaparte Landing, North Carolina Station #14 Palmetto Shores Marina Entrance Station #15 Ocean Drive Outfall and AIWW Station #16 50 yards north of Ocean Drive Outfall Station #17 42nd Avenue - Cherry Grove Station #17A 53rd Avenue Bridge on Canal Station #18 Dunn Sound at Hog Inlet Station #19 53rd Avenue at Main Creek Total 20 AREA 2 Station #1 White Point Swash Station #2 Singleton Swash Station #3 Canepatch Swash Total 3 D-2 AREA 3 Station #1 Withers Swash Station #2 Pebble Beach - Midway Swash Total 2 D-3 AREA 4 Station #1 Main Creek at Atlantic Avenue Bridge Station #1A Main Creek at Stanley Drive Station #2 Main Creek at Mickey Spillane's Home Station #3 Main Creek at Captain Dick's Marina Station #4 Main Creek at Marlin Quay Marina Station #5 Murrells Inlet - Range Marker Station #6 Allston Creek at Weston Flat Station #7 Allston Creek POG - Hughes Landing Station #8 Parsonnage Creek at Nance's Dock Station #8A Shell Landing at Huntingtoon Beach State Park Station #9 Clubhouse Creek at Litchfield Boulevard Bridge Station #10 Shell Avenue and Pawley's Island Creek Station #11 North Causeway Bridge at Pawley's Island Creek Station #12 South Causeway Bridge at Pawley's Island Station #13 Pawley's Inlet Station #14 Dock - End of Sportsman Boulevard Station #15 Midway Inlet Station #16 Parsonnage Creek at Chicken Farm Ditch Station #17 Parsonnage Creek at Inlet Port Basin Station #18 North Boundary of Clambank Flats POG Station #19 Clubhouse Creek - First bend south of Salt Marsh Cove Station #21 South Pawley's Island Boat Landing Station #22 Huntington State Park Pond Outfall Station #23 Main Creek at Oyster Cove Station #24 Oaks Creek at First Curve Total 25 D-4 AREA 5 Station #1 Jones Creek at Nancy Creek Station #2 Noble Slough Station #3 North Inlet Station #4 Town Creek at Debidue Creek Station #5 Oyster Bay near Cut-off Creek Station #6 No Man's Friend Creek and Mud Bay Station #7 Jones Creek and Mud Bay Station #8 Town Creek at Sixty Bass Creek Station #9 Town Creek at Southern Entrance to Clambank Creek Station #10 Jones Creek at Duck Creek Station #11 Town Creek at Bread and Butter Creek Station #12 Confluence of Old Man Creek and Sea Creek Bay Station #13 Debidue Creek at Marina Station #14 Mid Channel Island - Bly Creek Station #15 Debidue Creek and Cooks Creek Station #16 Debidue Creek and Bass Hole Bay Station #20 Winyah Bay Main Channel - Buoy 19A, Range A E Station #21 Winyah Bay - Buoy 17, Range E Station #24 Winyah Bay Main Channel - Coast Guard Dock, Range C Station #25 Western Channel Tip of Western Channel Island Total 20 D-5 AREA 6A Station #1 South Santee River at Alligator Creek Station #2 South Santee Inlet Station #3 North Santee River at Crow Island and Cane Island Station #4 North Santee Inlet Station #5 North Santee River and Mosquito Creek Station #11 AIWW at Mimim Creek Total 6 D-6 AREA 6B Station #6 Alligator Creek and Ocean Inlet Station #7 Alligator Creek at Marker 26 Station #8 Casino Creek at Marker 29 Station #9 Dupree Creek at Marker 30 Station #10 AIWW at Marker 32 Station #12 Alligator Creek State Shellfish Ground Station #13 Alligator Creek nearest South Santee River between Markers 24 and 25 Station #14 Horsehead Creek at confluence with Cape Romain Harbor Station #15 Casino Creek at Cape Romain Harbor Station #16 Closer Line on Casino Creek Station #17 Congaree Creek at Tower Creek Station #18 Confluence of Dupree Creek and Clubhouse Creek Total 12 D-7 AREA 7 Station #1 Yenning Creek - First creek on left past Marker 64 Southbound Station #1A Venning Creek - Bulls Bay Station #2 Graham Creek at Marker 64 Station #2A Graham Creek and Bulls Bay Station #3 Awendaw Creek at Marker 57 Station #4 Harbor River at Marker 48 Station #4A Harbor River - Bulls Bay Station #5 Tibwin Creek at Marker 42 Station #6 Five Fathom Creek at Marker 20 Station #6A Five Fathom Creek at Bull River Station #7 Jeremy Creek - Opposite fire tower Station #8 Clubhouse Creek - 1/4 mile north of Five Fathom Creek Station #8A Oyster Bay at Muddy Bay Station #9 Doehall Creek - 100 yards north of Marker 46 Station #11 Five Fathom Creek at Marker 11 Station #12 Confluence of Raccoon Creek and Romain River Station #13 Romain River at confluence of S Creek Total 17 D-8 AREA 8 Station #1 Morgan Creek at northernmost confluence with AIWW Station #2 Hamlin Sound Station #3 Dewees Inlet at AIWW - Marker 10 Station #4 Bull Yard Sound - Marker 104 Station #5 Whiteside Creek - Marker 96 Station #6 Mark Bay - Marker 90 Station #7 Price's Inlet Station #8 AIWW - Marker 82 Station #9 Moore's Landing Station #10 1000 feet north of Isle of Palms STP outfall in AIWW Station #11 Isle of Palms STP Outfall at 41st Street Station #12 Morgan Creek at 41st Street Marina Station #13 Sewee Bay POG - Sewee Bay at-Hickory Bay Station #14 Dewees Island - 1/4 mile up Horsebend Creek Station #15 Dewees Island - Mouth of Watermelon Creek Total 15 D-9 AREA 9A Station #1 Hamlin Creek at AIWW Station #2 Upper end of Hamlin Creek at POG Station #3 Upper end of Swinton Creek Station #5 Shortcut - Swinton Creek Station #6 Inlet Creek and Gentide Creek Station #7 Inlet Creek and AIWW Station #8 Breech Inlet Station #9 Ben Sawyer Bridge Station #10 Marker 126 - AIWW at the Cove STP Outfall Station #11 End of 10th Street at Hamlin Creek Station #12 Swinton Creek and Hamlin Creek Station #14 Swinton Creek at AIWW Station #15 AIWW between Inlet and Swinton Creeks Station #17 Conch Creek State Shellfish Ground - Mt. Pleasant side Station #17A Conch Creek State Shellfish Ground - Sullivan's Island side Station #18 AIWW adjacent to Wild Dunes Golf Course storm drainage outfall Station #19 AIWW at 25th Street - Isle of Palms Total 17 AREA 9B Station #1 Wando River at Neuell Creek Station #2 Wando River at Horlbeck Creek Station #3 Wando River at S.C. Highway 41 Bridge Station #4 Wando River at Deep Creek Station #5 Wando River opposite Big Paradise Island Station #6 Wando River at Paradise Boat Landing Station #7 Boone Hall Creek opposite County Recreation Area Station #8 Wando River - Buoy 23 Station #9 Deep Creek - 1 mile from confluence with Wando River Station #10 Alston Creek STP Outfall Station #11 Wando River at Guerin Creek Station #12 Guerin Creek at Old House Creek Total 12 AREA 10A Station #1 Overhead Power Cable - Folly Creek Station #2 Folly Creek Bridge Station #3 Bowen Island Dock in Folly Creek Station #4 Backman Creek at Folly Creek Station #5 King Flats and Folly Creek Station #6 Opposite Little Island in Folly Creek Station #7 South boundary of CSZ - Folly Marina Station #8 Folly River Bridge Station #9 Last dock north in Folly River Station #11 Lighthouse Creek and Folly Creek at Rat Island Creek Station #13 First creek on left in Folly Creek - North of Pollution Line Station #14 Lighthouse Creek at Pollution Line Station #15 Secessionville Creek at Private Docks Station #15A Folly Creek at Secessionville Pollution Line Station #16 Clark Sound at Ocean View Flats Station #16A Fludd's Creek - Clark Sound Station #18 Mouth of Schooner Creek Station #18A Charleston Harbor at Schooner Creek Station #19 Just inside Clark Sound from Schooner Creek Station #20 Backman's Commercial Dock in Backman Creek Station #22 Folly River State Shellfish Ground - opposite Folly Island Station #23 Lighthouse Creek SSG - Mouth of First Sister Creek Station #24 Cole Creek State Shellfish Ground Station #25 Folly Marina Total 24 D-12 AREA lOB Station #1 Mouth of Charleston Harbor at Buoy 25 Station #2 200 yards east of mouth of Ft. Johnson Boat Basin Station #2A Off the end of James Island Yacht Club Dock Station #3 Mouth of James Island Creek Station #4 Ashley River at Buoy 2 - Red Nun Buoy Station #5 Off the tip of The Battery at White Danger Marker Station #6 Center of channel off Charleston Yacht Club Station #7 Off old pier pilings at Castle Pinckney Ruins Station #8 Center of Charleston Harbor at Buoy 3 - Green Can Buoy Station #9 Mouth of Shem Creek at Marker 16 Red Station #10 Mt. Pleasant channel at Marker 18 - Red Station #11 AIWW at tip of Sullivan's Island Marker 127 - Green Total 12 0-13 AREA 11 Station #1 Elliott Cut at Stono River Station #2 Stono Bridge at S.C. Highway 700 Station #3 Windmill - between Markers 10 and 11 in Stono River Station #5 Mouth of Abbapoola Creek Station #6 Up Abbapoola Creek at first large bend Station #7 Green Creek at Stono River Station #8 Mouth of Kiawah River Station #10 Kiawah River at Kiawah Island Boat Landing Station #11 AIWW - Marker 21A Station #12 SCL Railroad - Marker 27 Station #15 Stono River - Marker 63 Station #16 Stono River - Marker 54 Station #17 Log Bridge Creek - Marker 51 Station #18 Rantowles Creek at Stono River Station #19 Middle of Stono Inlet Station #20 Ashley River at Wappoo Cut Station #21 On the flats - South Kiawah River Station #22 Kiawah River POG - Mingo Point Station #23 Captain Sam's Creek and Kiawah River Station #24 Captain Sam's Creek at south tip of Long Island Station #26 Coburg Dairy on Wappoo Creek Station #27 Stono River at Mouth of creek near Marker 25 Total 22 D-14 AREA 12 Station #1 Mouth of Church Creek - Marker 77' Station #2 Goshen Point - Marker 69 Station #3 Yonges Island Creek - Marker 90 Station #4 Toogoodoo Creek - Marker 106 Station #5 Dawho Creek - Marker 110 Station #6 Steamboat Creek - Marker 2 Station #7 Westbank Creek at North Edisto River, opposite Leadenwah Creek Station #8 Leadenwah Creek at North Edisto River Station #9 Adams Creek at Bohicket Creek Station #10 Rockville Boat Landing Station #11 Adams Creek between Botany Bay Marina and Shrimp Dock Station #12 Leadenwah Creek 1 mile from confluence of North Edisto River Station #13 Bohicket Creek at Fickling Creek Station #14 S.C. Highway 700 bridge over Bohicket Creek Station #20 Bohicket Creek opposite Hoopstick Island at Pollution Line Station #21 Opposite old dam behind Rast House Restaurant Station #22 Opposite Boy Scout Camp Station #29 Raven Point Creek at Pollution Line Station #31 Bohicket Marina Station #32 Privateer Creek up 1/2 mile at fork Station #33 Confluence of Ocella Creek and South Creek Station #34 Toogoodoo Creek SSG at last creek before fork Station #35 Public Boat Ramp - Lower Toogoodoo Creek Station #36 Confluence of Tom Point Creek and North Edisto River Total 24 D-15 AREA 13 Station #1 Up Big Bay Creek at the mound Station #2 Mouth of Big Bay Creek Station #3 Mouth of St. Pierre Creek Station #4 St. Pierre Creek at Peters Point Station #5 Fishing Creek at Sandy Creek Station #6 Confluence of Shingle Creek and Bailey Creek Station #7 Store Creek opposite house with docks on right Station #8 Edisto River at Ashepoo River Station #9 Fishing Creek at Oyster Plant Station #10 Fishing Creek at Pollution Line Station #12 Headwaters of Fishing Creek past Oyster Plant Total 11 D-16 AREA 14 Station #2 Campbell Creek at Whale Branch Station #4 Bull River Inlet and Coosaw River Station #5 Combahee River Inlet and Coosaw River Station #8 Ashepoo River at St. Helena Sound - Black Can Buoy Station #9 St. Helena Sound at Morgan Back Creek Station #10 Parrot Creek and Coosaw River - Marker 1 Station #11 Sam's Point and Coosaw River Station #12A Confluence of Coosaw and Whale Branch Station #13 Halfmoon Creek at Whale Branch Station #14 Huspah Creek at railroad trestle Station #16A 2000 feet southeast of mouth of Fish Creek Statioh #17 Confluence of Wimbee Creek and South Wimbee Creek Station #18 Huspah Creek at Bull Point - Whale Branch POG Station #19 Ashepoo River POG Total 14 D-17 AREA 15 Station #1 Brickyard Point at Range Marker Station #1A McCaulley's Creek at Pawkie Island Station #2 Mulligan Creek at Brickyard Creek Station #3 Albergottie Creek at Beaufort River Station #4 Broomfield Creek at Beaufort River Station #10 Battery Creek at Five Points Creek Station #14 Parris Island STP Outfall Station #15 Ballast Creek at Beaufort River Station #16 Station Creek at Beaufort River Station #17 Cat Island Creek at Cowan Creek Station #18 Second Middle Marsh in Cowan Creek Station #19 Battery Creek 1000 feet below Rabbit Island Station #20 Capers Creek SSG at Penn Community Services Retreat Center Station #21 Unnamed creek at discharge of BC High and Cherry Hill High Station #23 Distant Island State Shellfish Ground Total 15 AREA 16 Station #2 Trenchard's Inlet at mouth of Station Creek Station #3 Club Bridge Creek at Harbor River Sound Station #4 Story River at Fripp Island Station #5 Old House Creek at Fripp Inlet Station #6 Harbor River at Marker A-13 Station #6F Unnamed creek - Fripp Canal at Old House Creek Station #8 Morgan River at Village Creek Station #9 Edding Creek at Morgan River Station #11 Jenkins Creek at Morgan River Station #13 Lucy Point Creek at Rocky Springs Creek Station #13A South edge of Lucy Point Creek CSZ at Pollution Line Station #13B North edge of Lucy Point'Creek CSZ at Pollution Line Station #14 Doe Creek behind Coastal Seafood - Behind Dataw Island Station #17 Station Creek State Shellfish Ground - Beaufort County Landing Station #18 -Edding Creek at Shrimp Dock Total 15 D-19 AREA 17 Station #1 Broad River at S.A.L. Railroad Bridge Station #2 Boyd Creek at Broad River Station #3 Broad River at Whale Branch Station #4E Laurel Bay CSZ - Ebb Tide at South Pollution Line Station #4F Laurel Bay CSZ - Flood Tide at North Pollution Line Station #7 Mouth of Chechessee Creek at Chechessee River Station #8 Chechessee River Bridge Station #9 Mouth of Euhaw Creek at Hazzard Creek Station #10A Archers Creek 1000 feet west of bridge Station #12A Ballast Creek near Page Field Road Causeway Station #13 Broad River at creek below Ballast Creek Station #14 Broad River at Parris Island Spit Station #16 Broad River at Corn Island - Mouth of creek Station #17 Hazzard Creek at Chechessee River Station #18 Hazzard Creek at Chelsea Plantation Clubhouse Station #19 Drainage canal at Hazzard Creek - U.S. Highway 278 Station #19A Drainage ditch by Hickory Hill Landfill Station #21 Confluence of Middle Creek and Whale Branch Total 18 D-20 AREA 18 Station #1 Okatee River at Camp St. Mary's dock Station #2 Okatee River behind Bailey's Oyster Plant Station #3 Chechessee Creek at Okatee River Station #4 Callawassie Creek at Colleton River - Mouth of creek Station #5 Victoria Bluff - Colleton River at tree line Station #6 Sawmill Creek at Colleton River Station #7 Okatee River at Indigo Plantation Station #8 Okatee River at dock without house Total 8 D-21 AREA 19 Station #1 May River south of Palmetto'Bluff - Marker 8 Station #2 Unnamed creek at Jack Crow Island in Cooper River Station #2A Cooper River at New River Station #3 Ramshorn Creek at Cooper River Station #4 Cooper River at Marker 41 - Daufuskie Island Station #5 Bloody Point at Mungen Creek Station #6 Wright River - Marker 43 Station #7 Ramshorn Creek at New River Station #8 First creek on left up New River - Pollution Line Station #9 Bull Creek and Cooper River Station #11 Bull Creek at Savage Creek Station #12 Bull Creek and May River Station #16 May River behind Bluffton Oyster Co-op Station #17E Cooper River Marina at edge of CSZ - Ebb Tide Station #17F Cooper River Marina at edge of CSZ - Flood Tide Station #18 May River below Drainage Canals - Markers 22 and 23 Station #19 May River below Drainage Canals - Marker 20 Station #20 1.5 miles up Wright River from Fields Cut Station #21 2.5 miles up New River from Station 19-02A Total 19 D-22 AREA 20 Station #1 Braddock Point - South end of Hilton Head Island Station #2 Calibogue Sound - Marker 32 Station #3 Shark Bank and Broad Creek - Marker 2 - CSZ Sea Pines STP Station #4E Broad Creek at Palmetto Bay Marina CSZ Ebb Tide Station #4F Broad Creek at Palmetto Bay Marina CSZ Flood Tide Station #5 May River at Calibogue Sound Station #6 Jarvis Creek at Calibogue Sound Station #7 Buckingham Landing at bridge Station #9 Mackey's Creek and Chechessee River Station #10 Skull Creek at Small Creek from Mariner's Cove Station #11 Skull Creek - Marker 19 Station #12 Skull Creek behind Hilton Head Seafood Company Station #13 Skull Creek and Port Royal Sound Station #14E 500 feet north of Barnard Cove and Braddock Creek - Ebb Tide Station #14F 500 feet south of Barnard Cove and Braddock Creek - Flood Tide Station #15A Broad Creek at Calibogue Sound - North end of Buck Island Station #16 Creek behind Lynn Smith's Oyster Plant at Broad Creek Station #16B Canal from Palmetto Dunes at U.S. Highway 278 NE Station #16C Canal at headwaters of Broad Creek off Matthews Drive Station #17A Canal entering Broad Creek between Long Cove and Wexford Plantation Station #17E Broad Creek at Broad Creek Marina CSZ - Ebb Tide Station #17F Broad Creek at Broad Creek Marina CSZ - Flood Tide Station #18 Shelter Cove Marina Station #18A Canal from Palmetto Dunes at U.S. Highway 278 SW Station #19E Broad Creek at Harbor Town Marina CSZ - Ebb Tide Station #19F Broad Creek at Harbor Town Marina CSZ - Flood Tide Station #20E Moss Creek Marina CSZ - Ebb Tide D-23 AREA 20 (continued) Station #20F Moss Creek Marina CSZ - Flood Tide station #21 Fish Haul Creek at Port Royal Sound Station #22 Old House Creek at Calibogue Sound Total 30 D-24 APPENDIX E LIST OF FACILITIES REQUIRING FEDERAL COMPLIANCE SAMPLING INSPECTIONS BY EQC DISTRICT County Codes 01 Abbeville 03 Aiken 05 Allendale 07 Anderson 09 Bamberg 11 Barnwell 13 Beaufort 15 Berkeley 17 Calhoun 19 Charleston 21 Cherokee 23 Chester 25 Chesterfield 27 Clarendon 29 Colleton 31 Darlington 33 Dillon 35 Dorchester 37 Edgefield 39 Fairfield 41 Florence 43 Georgetown 45 Greenville 47 Greenwood 49 Hampton 51 Horry 53 Jasper 55 Kershaw 57 Lancaster 59 Laurens 61 Lee 63 Lexington 65 McCormick 67 Marion 69 Marlboro 71 Newberry 73 Oconee 75 Orangeburg 77 Pickens 79 Richland 81 Sal uda 83 Spartanburg 85 Sumter 87 Union 89 Williamsburg 91 York E-1 CSI Inspections for Appalachia I (Al) District FY 1990 Month NPDES # Facility Name County # Planned Date SC0000281 Badische Corporation/Anderson 07 Feb 00400 Owens-Corning Fiberglas 07 Feb 00426 Blair Mills Inc. 07 Dec 00477 Milliken & Co./Pendleton Finish 07 Oct 00485 Mount Vernon Mill/LaFrance Division 07 Apr 00515 Duke Power/Oconee Nuclear Station 73 Mar 00591 J.P. Stevens/Clemson Plant 73 Dec 01082 Ingersoll Rand/Torrington Plant 07 Jul 02291 Duke Power/Lee Steam Station 07 May 26701 Michelin Tire/Sandy Springs 07 Apr 23744 Anderson/Rocky River Plant 07 Jan 23752 Anderson/Generostee Creek Plt 07 Jan 23906 WCRSA/Piedmont Plant 07 May 25976 Williamston/South Plant 07 Jun 33553 Oconee County Sewer Comm./Coneross Crk 73 Mar 35700 Pendleton - Clemson Regional Sewer 07 Oct 39853 Easley/Middle Branch 07 Sep Total 17 E-2 CSI Inspections for Appalachia II (A2) District FY 1990 Month Date NPDES # Facility Name County # Planned InsDected SC0000141 Cornell-Dubilier Marketing Inc 77 Apr 00264 Greenwood Mills/Liberty Plant #1 77 Apr 00302 BASF Corp./Fibers Division 77 Aug 01155 Platt Saco Lowell/Easley Plant 77 Nov 01791 Hoechst Celanese Corporation 45 Mar 03191 Milliken & Co./Gayley Mill 45 Jan 20010 Clemson/Main Plant 77 Sep 23035 Easley/Golden Creek Lagoon 77 Jul 23043 Easley/Georges Creek Lagoon 77 Jul 23922 WCRSA/Travelers Rest-East Lagoon 45 Jan 24261 WCRSA/Lower Reedy River Plant 45 Jun 24309 WCRSA/Taylors Area Plant 45 Feb 24317 WCRSA/Grove Creek Plant 45 Jun 33804 WCRSA/Wade Hampton Plant 45 Nov 37451 WCRSA/Parker Plant 45 Oct 37460 WCRSA/Lakeside Plant 45 Oct 40525 WCRSA/Gilder Creek 45 Sep 41211 WCRSA/Mauldin Road (New) 45 Feb Total 18 E-3 CSI Inspections for Appalachia III (A3) District FY 1990 Month Date NPDES # Facility Name County # Planned InsDected SC0001368 Cone Mills/Carlisle Plant 87 Dec 01503 Reeves Brothers/Vulcan Urethane 83 Jul 02321 ABCO Industries Inc 83 Feb 02429 Spartan Mills/Montgomery Mill 83 Dec 02453 Spartan Mills/Startex Mill 83 May 02461 Spartanburg Steel Products Co. 83 Aug 02798 Hoechst Fibers Inc. 83 Apr 03051- Milliken & Co./Lockhart Mill 87 Dec 03107 Phillips Fibers Corp. 83 Aug 03182 Milliken & Co./Magnolia Finish 21 Mar 03581 Milliken & Co./Milliken Chem 83 Mar 20427 SSSD/Lawson Fork Plant 83 Jan 20435 SSSD/Fairforest Plant 83 Jan 20478 Gaffney/Peoples Creek 21 Sep 20508 Gaffney/Providence Creek 21 Sep 20737 Woodruff/Dildine Creek 83 Nov 20761 Greer/Maple Creek Plant 83 Oct 20770 Greer/South Tyger River Plant 83 Oct 21172 Union/Toschs Creek Plant 87 Oct 21199 Union/Meng Creek Plant 87 Oct 21300 Lyman/Town of 83 May 21601 Inman/City of 83 Jun 23540 Milliken & Co./New Prospect Plant 83 Sep 24414 Inman Mills Water District 83 Jun 25763 Chesnee/Main Plant 83 Sep E-4 Appalachia III (continued) Month Date NPDES # Facility Name County # Planned Insoected SC0026042 Blacksburg/Canoe Creek 21 May 31551 Gaffney/Thicketty Creek 21 Sep 33855 Groce Laboratories 83 Jul 35734 Riverdale Mills Water District (New) 83 Dec 35947 Spring City Knitting Company 21 Mar 36145 DNS Electronic Materials Inc. 83 Dec 37826 Speciality Ind. Prod. Inc. 83 Nov 40517 Thermal Oxid Corp./GSX 83 Feb Total 33 E-5 CSI Inspections for Catawba (CT) District FY 1990 Month Date NPDES # Facility Name County # Planned Insoected SCO001015 Bowater Inc./Carolina Corporation 91 May 01783 Hoechst Celanese/Celriver Plant 91 Jun 03255 Springs Mills/Grace Finishing 57 Feb 04278 Duke Power/Catawba Nuclear Station 91 Apr 20303 Clover/Calabash Creek Plant 91 Feb 20371 Fort Mill/Harris & Jackson Street 91 Jan 20443 Rock Hill/Manchester Creek 91 Oct 21211 Great Falls/Town of 23 Aug 22080 Lancaster/Town of 57 Jul 35360 R-M Industries, Inc. 91 Apr 36056 Chester/Rocky Creek Plant 23 Jul 36081 Chester/Sandy River Plant 23 Jul 38156 York/Fishing Creek Plant (New) 91 Jan Total 13 E-6 CSI Inspections for Central Midlands (CM) District FY 1990 Month Date NPDES # Facility Name County # Planned InsDected SC0001333 Carolina Eastman Company 17 Oct 01848 Westinghouse Electric/Columbia Plant 79 May 02038 SCE&G/Wateree Station 79 Oct 02046 SCE&G/McMeekin Station 63 Oct 02402 J.B. Martin Company 63 Sep 03425 Mepco-Electra, Inc. 63 Jul 03557 Allied Corp./Allied-Signal Inc 63 Jul 04286 Square D Company 79 Apr 20125 Winnsboro/Jackson Creek 39 Aug 20940 Columbia/Metro Plant 79 Aug 22390 Whitmire/Town of 71 Apr 22900 Ridgeway/Town of 39 Nov 24147 Cayce/Main Plant 63 Nov 24465 Batesburg/Town of 63 Jan 24490 Newberry/Bush River 71 Sep 29483 Alpine Utilities 63 Jan 30856 SCE&G/Summer Nuclear 39 Feb 33367 Teepak, Inc. 17 Mar 34541 AT&T Nassau Metals Corporation 63 Oct 34762 Lindau Chemicals, Inc. 79 Feb 38121 Union Camp Corporation 79 Apr 38865 East Richland Co. PSD (New) 79 Nov 40631 Chapin/Town of .63 Dec 40860 Newberry Co. Plant #1/Bush river 71 Mar 41661 Richland Co./Nicholas Creek 79 Jun Total 25 E-7 CSI Inspections for Low Country (LC) District FY 1990 Month Date NPDES # Facility Name Countv # Planned InsDected SC0000825 US Marines/Beaufort Air Station 13 Aug 00914 Lobeco Products, Inc. 13 Feb 01830 Westinghouse Electic/Hampton Plant 49 Dec 02020 SCE&G/Canadys Station 29 Apr 02135 J.P. Stevens Industrial/Walterboro Plant 29 Mar 02577 U.S. Marine Corp./Island Depot 13 Feb 21016 Beaufort/City of 13 Aug 21318 Hampton/Town of 49 Dec 24121 Sea Pines PSD 13 May 25399 Estill/Town of 49 July 25950 Yemassee/Town of 49 Nov 34584 Hardeeville/Church Road 53 Jul 40436 Walterboro/City of 29 Mar Total 13 E-8 CSI Inspections for Lower Savannah (LS) District FY 1990 Month Date NPDES # Facility Name County # Planned Insoected SC0000175 U.S. Department of Energy/Savannah River 11 Nov 00221 Whitlock Combing Co. 05 Jan 00574 SCE&G/Urguart Steam Station 03 Feb 00582 Kimberly-Clark Corporation 03 Jul 01147 Georgia Pacific/Holly Hill Lumber 75 Apr 01163 Greenwood Mills/Liner Plant #17 75 May 01180 Ethyl Corp./Orangeburg Plant 75 Mar 03093 Milliken & Co./Barnwell Mill 11 Jan 03531 Greenwood Mills/Edisto Plant 75 May 03999 Shuron Inc 11 Sep 24457 Aiken Co. PSA/Horse Creek 03 Feb 24481 Orangeburg/New Facility 75 Aug 25143 Barnwell/City of 11 Jul 26417 Blackville/Town of 11 Feb 39918 Allendale/Town of 05 May 40215 Denmark/City of 09 Apr ND0063061 Williston/Town of 11 Sep Total 19 E-9 CSI Inspections for Pee Dee (PD) District FY 1990 Month Date NPDES # Facility Name County # Planned InsDected SC0000876 Stone Container Corp./Florence 41 May 01473 L-Tec Company 41 Jan 01805 Mohasco Ind/Dixiana Mill 33 Aug 01872 AVM of S.C. 67 Feb 02151 Delta Mills Inc/Delta Plt. 2 & 3 69 Jul 02500 Dixie Yarns Inc/Caro Knit Plt. 25 Nov 02704 Galey & Lord Inc/Society Hill 31 Sep 02917 DuPont/Florence Plant 41 Dec 02925 Carolina PWR/HB Robinson SS 31 Jan 03042 Sonoco Products/Hartsville #11 31 Nov 04162 Fiber Industries Inc 31 Apr 20249 Cheraw/Town of 25 Oct 20257 Marion/South Main Street Plant 67 Nov 21580 Hartwville/City of 31 Oct 21776 Dillon/Little Pee Dee River Plant 33 Aug 22128 Florence/Main Plant 41 Sep 24767 Jefferson/Town of 25 Nov 25178 Bennettsville/Town of 69 May 25232 Chesterfield/Thompson Creek 25 Dec 25356 Timmonsville/Town of 41 Apr 25933 Johnsonville/East Plant 41 Jan 29408 Mullins/White Oak Creek Plant 67 Nov 38164 Lake City/Lake Swamp Plant 41 Jul 39624 Darlington/WWTF-Black Creek 31 Feb Total 24 E-10 CSI Inspections for Trident (TD) District FY 1990 Month Date NPDES # Facility Name County # Planned InsDected SC0000990 Plusa Inc 15 Apr 01091 SC Public Service/Jeffries Steam 15 May 01759 Westvaco Corp./Charleston Mill 19 Nov 02011 SCE&G/Hagood Station 19 Sep 03115 Ga Pacific/Russeliville Plant 15 May 03441 Mobay Chemical/Bushy Park Plant 15 Feb 03883 SCE&G/Williams Station 15 Feb 26506 DuPont/Cooper River Plant 15 Jan 28584 Amoco Chemical Co./Cooper River 15 Apr 38555 Showa Denko, Inc. 35 Oct 21041 Hanahan/Town of 15 Nov 21229 Charleston/Plum Island Plant 19 Jan 21296 Mt. Pleasant/Main Plant 19 Aug 21598 Moncks Corner/Town of 15 Jul 24783 NCSD/Felix C. Davis WWTP 19 Sep 25844 St. George/Town of 35 Oct 26051 St. Andrews PSD/Savage Road Plant 19 Jan 26069 St. Andrews PSD/Pierpont Plant 19 Jan 37541 Summerville/Ox Pond (New) 35 Jun 38032 DCW&SA/Lower Berkeley WTP 15 Dec 38822 Dorchester PW/Lower Dorchester 35 Jun 39764 BCW&SA/Central Berkeley WTP 15 Jul Total 22 E-11 CSI Inspections for Upper Savannah (US) District FY 1990 Month Date NPDES # Facility Name County # Planned InsDected SC0000299 Fieldcrest Cannon/Rocky River 01 Sep 00353 Milliken & Company/Abbeville Mill 01 Feb 00396 Milliken & Company/McCormick Mill 65 Apr 20214 Ware Shoals/Dairy Street Plant 47 Nov 20702 Laurens/Town of 59 Mar 21709 Greenwood/Wilson Creek Plant 47 Aug 22268 Ridge Spring/South Lagoon 1 81 Mar 22381 Saluda/Town of 81 Jan 22403 Due West/Town of 01 Nov 22870 Greenwood/West Alexander Plant 47 Mar 25330 ECW&SA/Brooks Avenue Plant 37 Oct 25691 ECW&SA/Johnston #1 37 Jul 25721 Calhoun Falls/Town of 01 May 36048 Ninety-six/Town of 47 Dec 37974 Laurens Co. WRC/Clinton-Joanna 59 Aug 40002 WCRSA/Durbin Creek 59 Dec 40614 Abbeville/Long Cane Crek 01 Oct Total 17 E-12 CSI Inspections for Waccamaw (WM) District FY 1990 Month Date NPDES # Facility Name County # Planned InsDected SC0000868 International Paper Company 43 Oct 01104 SC Public Service/Grainger Steam 51 Feb 01431 Georgetown Steel Corporation 43 Jun 02780 Wolverine Brass Works Conway 51 Nov 22471 SC Public Service/Winyah Steam Station 43 Mar 21733 Conway Oxidation Pond #3 51 Jan 22152 N. Myrtle Beach/Ocean Drive Plant 51 Jul 22161 N. Myrtle Beach/Crescent Beach 51 Jul 25135 Andrews/Town of 43 Mar 25348 Loris/Town of 51 Dec 35971 Kingstree/New Plant 89 Sep 37753 GSW&SA/Schwartz Plant 51 Aug 39039 Myrtle Beach/Main Plant (New) 51 May 39900 GSW&SA/Central Wetlands Plant 51 Apr 40029 Georgetown/City of 43 Oct Total 1'5 E-13 CSI Inspections for Wateree (WR) District FY 1990 Month Date NPDES # Facility Name County # Planned Insoected SC0000795 Campbell Soup Company 85 Jul 01341 Veratec Inc/Bethune Plant 55 Sep 01490 Reeves Bros/Bishopville Finish 61 May 02518 Hermitage Industries 55 Nov 02585 DuPont/May Plant 55 Dec 02682 Hardwick Chemical Company 55 Mar 20419 Manning/Town of 27 Feb 21032 Camden/City of 55 Aug 24554 Crescent/Div. Cooper Industries 85 Jun 27707 Sumter/Pocataligo River Plant 85 Mar 35378 Bishopville/Town of 61 Oct 39870 Kershaw Co/Lugoff Plant 55 Apr Total - 12 E-14