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CHESAPEAKE BAY DATA BASE: DOCUMENTATION OF HISTORICAL DATA IN THE LOWER SUSQUEHANNA RIVER BASIN SUSQUEHANNA RIVER BASIN COMMISSION RESO URCE QUALITY MANAGEMENT & PROTECTION DIVISION AUGUST 1986 COASTAL ZONE TD INFORMATION CENTER 225 C43 E39 1986 no. 106 c.2 The Susquehanna River Basin Commission was created as an independent agency by a Federal- - Tnterstate Compact* among the States of MarylanC, New York, Commonwealth of Pennsylvania and the Federal Government. In creating the Commission, the Congress and "Itate Leg4sla.tures formally recognized the water resources of the Susquehanna River basin as a regional asset vested with local, State and National interests for which all the parties share responsibility. As the single Federal-Interstate water resources agency with basinwide authority, the Commission's goal is to effect coordinated planning, conservation, management, utilization, development and control of basin water resources arnong the government and private sectors. SUSQUEHANNA RIVER BAS IN COMMISSION P,lembers Alternates Henry G. Williams Eric Seiffer Conmilssioner, N.Y. DEC Director N.Y. DEC, Region 8 Nicholas DeBenedictis R. Timothy Weston Secretary, Pa. DER Assoc. Dep. Secretary for Resources Management Pa. DER Torrey C. Brown james W. Peck Secretary, Md. DNR Director Water Resources Administra- tion Md. DNR Donald P. Hodel Warner M. Depuy Secretary U.S. Commissioner Department of the Interior Susquehanna River Basin Co,muission Robert J. Bielo Executive Director Statutory Citations: Federal Pub. L. 91-575, 84 Stat. 1509 (December, 1970); Maryland - Natural Resources �8-301 (Michie 1974); New York - ECL �21-1301 (McKinney 1973); and Pennsyl- vania - 32 P.S. 820.1 (Supp. 1976). CHESAPEAKE BAY DATA BASE: DOCUMENTATION OF HISTORICAL DATA IN THE LOWER.SUSQUEHANNA RIVER BASIN 40 Prepared by:,' Robert E. Edwards 'Environmental Specialist rl< us NOAA Serden C;enter LgnwW 2234 South Roboan Avenue 60 2kO&2413 SUSQUEHANNA RIVER BASIN COMMISSION 1721 NORTH FRONT STREET HARRISBURG, PA 17102 August 1986 Publication No. 106 THIS PROJECT HAS BEEN FINANCED, ON A COST SHARING BASIS WITH FEDERAL FUNDS FROM ATMOSPHERIC oft",- @ %4gXD ADMINISTRATION, OFF al %QmWaam RCE MANAGEMENT UNDER GRANT NUMBER 8 3Afta;M =096M mo TABLE OF CONTENTS Page PURPOSE AND SCOPE .................................... 1 METHOD OF INVESTIGATION ............................. 1 A. Data Sources .................................... 1 B. Data Set Documentation & Files ..... o .....o ...... 3 C. Data Quality ............................. 6 IIIo CONCLUSIONS .... o .......... .................. o ....... 7 LIST OF APPENDICIES A PARAMETER LIST B QA PLANS AND PROJECT METHODOLOGIES Assessment of Nutrient Sources From Main Stem And Selected Watersheds in The Susquehanna River Basin .... Bl-1 Water Quality Monitoring Network of Interstate Streams In The Susquehanna River Basin . ....................... B2-1 C SELECTED BIBLIOGRAPHY AND FILE LIST D DATA SET DOCUMENTATION & DATA SET FILES LIST OF TABLES 1 Data Sources .......... .......... o .............. 2 2 Data Documentation Sheet Format ........ 0....... 0........ 4 COASTAL ZONE INVORMATION CENTER I. PURPOSE AND SCOPE In order to effectively manage the resources of the Chesapeake Bay as well a s the implementation of pollution controls in the Chesapeake Bay drainage basin, the Susquehanna River Basin Commission (SRBC) has placed historical water quality data and corresponding p roject documentation into the EPA's Chesapeake Bay Data Base. The data collected and stored have been generated from special studies, general surveys, and monitoring networks in the lower Susquehanna River Basin. These data will be useful in monitoring baseline trends within the lower Susquehanna River Basin. II. METHOD OF INVESTIGATION A. Data Sources An inventory of organizations involved in data collection was complied for possible sources of data generated from studies involving water quality. These organizations include federal and state agencies, colleges and universities, power companies, consulting firms, and other private organizations. Organizations contacted for data are listed in Table 1. The majority of water quality data were documented from projects completed by the U. S. Geological Survey, Pennsylvania Department of Environmental Resources, and the SRBC. Online computer searches were utilized to generate lists of publications and reports completed on water quality studies in the Susquehanna River Basin. These lists were then reviewed and the reports located to determine the ones pertinent to the pur- TABLE 1 DATA SOURCES 1) Susquehanna River Basin Commission 2) Pennsylvania Environmental Research Foundation 3) Academy of Natural Sciences 4) Pennsylvania State Library, Harrisburg, PA 5) Institute ofLand and Water Research 6) Northeast Water Research Center 7) PADER Bureau of Water Quality Management 8) Environmental Protection Agency. 9) Ichthyological Associates, Inc. 10) Philadelphia Electric Company 11) The Pennsylvania State University 12) U.S. Soil Conservation Service 13) USGS Water Resources Division 14) PADER Bureau of Soil and Water Conservation 2 pose and scope of this project. The two systems utilized were the Library Information Access System (LIAS) at the Pennsylvania State University and the DIALOG system, a commercial network of bibliographic data bases available at the Pennsylvania State Library in Harrisburg, Pennsylvania. B. Data Set Documentation & Data Files A data sheet was prepared and the format approved by the Chesapeake Bay Program's Senior Science Specialist, Bess Gillelan, Computer Sciences Corporation (Table 2). These data sheets provided the means to organize information from water quality reports and publications before entry on a computer system. The two types of information included on the sheets were the data set documentation and the actual data file. The data set documentation consisted of descriptive information about its associated data file. This information included project background, station locations, and parameter descriptions. Also, lists of water quality network stations and stream investigations are included in separate documented reports. The project background includes information on the title of the study and the agency and/or persons responsible for the contents. Addresses are provided if anyone needs to contact the agency for information on the data or questions on the methodologies. In many reports, the stream stations used in a particular study were not defined by a geographic coordinate system (i.e., 3 TABLE 2 DATA DOCUMENTATION SHEET FORMAT *TI: Title of report. *DS: Name of attached data set if data was not. already in STORET. *RR: Associated data sets if data was not already in STORET. *PI: Principle investigating agency. *PO: Address of agency. *PR: Authors of report or project officer. *PE: Period of project record. *GE: Geogra phic names of study area. *GL: Defined area by maximun and minimum latitude and longitude. *AB-. Abstract of study. *ST: Station ID, latitude, longitude, river mile, description. *PA: Parameter, unitst CAS code, label. SAS data set if data was not located in STORET. 4 latitude and longitude) or a stream mile index. Even after contacting some project leaders., they could not provide geographic coordinate location of the site. Therefore, many station locations are indexed only by descriptive site information in the data set documentation. A list of parameters complied from all documented reports appears in Appendix A. This list includes the coded label of the parameter, its associated CAS code, and a brief description of the parameter. Several different labels may appear for the same parameter depending on how the parameter was referenced in each documented report. After the data set documentation was completed, the associated data set file was attached to the documentation as a SAS data set. Paper-based data files,were collected, formatted, and keypunched for storage on the SRBC computer system. Computerized.data that existed for each data set on systems other than the EPA's STORET system were retrieved and reformatted for storage on the SRBC computer system. Data that already existed on STORET were not retrieved but noted in the data set documentation. Once the data set documentation and data set file were entered on the SRBC computer systemr the data set was visually checked for errors and corrected. The finalized form was then transferred to magnetic tape and transmitted to the Chesapeake Bay Data Base. 5 C. Data Quality The key objectives of a project QA plan are to document sampling methods and laboratory procedures for data being generated for various water quality parameters. The QA plan also ,ensures data. comparability over different points in time by standardizing sampling and lab procedures. Knowing the quality of the data in each documented report is important in some applications where data may need to be of the. highest quality. In other instances, data of lower quality may be acceptable. Presently, agencies participating in EPA funded water quality projects are required to submit individual QA plans. QA plans for recent EPA funded projects that were documented in this report appear in Appendix B. QA plans from individual agencies were not required for projects in the past. For projects completed by government agencies, the procedures utilized are outlined at the particular lab processing water samples for each project. For example, the analytical methods completed for water samples at the PADER lab in Harrisburg are outlined in the Quality Assurance/Work Plan for the PADER Bureau of Laboratories. When possible, laboratories processing samples were noted in each documented report under the abstract of the report documentation. Because of technological advances in water quality monitoring, laboratory procedures for measuring certain water quality parameters may have changed thus establishing new critical limits for those parameters. In many instances these limits are not known or available for historical data. This case was true for many studies completed by non-governmental agencies 6 and also studies completed several years ago. However, information on the establishment of new critical limits for water quality parameters may be obtainable from the particular lab processing samples. The assumption is made that the use of a 11>11 or symbol in the actual data constitutes the critical limit for that parameter in the documented report. -III. CONCLUSIONS An investigation of historical data generated from studies in the lower Susquehanna River Basin was conducted by the SRBC. The purpose of this investigation was to obtain historical surface water quality data and transfer the information to the Chesapeake Bay Data Base. These data would then be useful in establishing baseline trends in the Susquehanna River. The generation of water quality data from studies related to historical nutrient loadings in tributaries to the lower Susquehanna River didn't really begin until after the early 1970's with only a very few stations c ontaining long term records on particular parameters. Most water quality monitoring activities were directed at point sources of pollution. Recently, water quality monitoring studies have been focusing more on nonpoint sources of pollution. Only within the past few years has there been an increase in the number of proje cts investigating the effects of rural land use practices upon surface water quality within the lower Susquehanna River Basin. Some studies conducted by various governmental agencies are still continuing. 7 Most of the major studies that resulted in a significant period of record are documented in this report. Studies and surveys that generated data for only -a one time sample analysis were not included except for a list of stream investigations completed by the Pennsylvania Department of Environmental OF Resources. Other historical data may be located in sewage treatment plant records, public water supply records, and theses completed by individuals at various colleges and universities. This report is. not an all inclusive source of information for Z water quality studies completed in the lower Susquehanna River t Basin, but is intended as a general directory for those interested in management of and research on the environment and water resources of the lower Susquehanna River Basin and its relationships to the water quality problems of the Chesapeake Bay. A list of documented reports an d data submitted to the Chesapeake Bay Data Base is loca,ted in Appendix D. Also included is a selected bibliography for which a filename follows each documented reference in Appendix C. 8 I I I I I I I I APPENDIX A PARAMETER LIST i I I I I I 11 t . I 'i I LIST OF PARAMETERS SAMPLED FROM ALL DOCUMENTED REPORTS ----------------------------------------------------------------- 1M2EBENZ 611143 1-METHYL-2-ETHYLBENZENE PCLTOLU 106434 1-METHYL-4-CHLOROBENZENE ACID ? ACIDITY AS COC03 ALACHLOR 15972608 ALACHLOR ALDRN 309002 ALDRIN ALK NONE ALKALINITY AS COC03 ALPHABHC 319846 ALPHA BENZENE HEXACHLORIDE DAL 7429905 ALUMINUM, DISSOLVED EXAL 7429905 ALUMINUM, EXTRACTABLE TAL 7429905 ALUMINUM, TOTAL AMETRYNE 834128 AMETRYNE, (GESAPAX OR EVIK) TSB 7440360 ANTIMONY, TOTAL DAS 7440382 ARSENIC, DISSOLVED TAS 7440382 ARSENIC, TOTAL ATRATION 1610179 ATRATON ATRZ.E ATRAZINE IN EAST CHANNEL ATRX.W ATRAZINE IN WEST CHANNEL ATRZ 191249 ATRAZINE, WHOLE WATER SMPL BEDLOAD.25 NONE BEDLOAD SEDIMENT % < 0.25mm BEDLOAD.50 NONE BEDLOAD SEDIMENT % < 0.50mm BEDLOAD1.0 NONE BEDLOAD SEDIMENT % < 1.00mm BEDLOAD128 NONE BEDLOAD SEDIMENT % < 128mm BEDLOAD16.0 NONE BEDLOAD SEDIMENT % < 16.0mm BEDLOAD2.0 NONE BEDLOAD SEDIMENT % < 2.0mm BEDLOAD256 NONE BEDLOAD SEDIMENT % < 256mm BEDLOAD32.0 NONE BEDLOAD SEDIMENT % < 32.0mm BEDLOAD4.0 NONE BEDLOAD SEDIMENT % < 4.0mm BEDLOAD64.0 NONE BEDLOAD SEDIMENT % < 64.0mm BEDLOAD8.0 NONE BEDLOAD SEDIMENT % < 8.0mm BHC-A 319846 BENZENE HEXACHLORIDE (BHC) BHC-G 58899 BENZENE HEXACHLORIDE (LINDANE) TSE 7440417 BERYLLIUM, TOTAL HC03 71523 BICARBONATE BOD NONE BIOCHEMICAL OXYGEN DEMAND BOD2 NONE BIOCHEMICAL OXYGEN DEMAND, 2 DAY BOD5 NONE BIOCHEMICAL OXYGEN DEMAND, 5 DAY BOD7 NONE BIOCHEMICAL OXYGEN DEMAND, 7 DAY BOD8 NONE BIOCHEMICAL OXYGEN DEMAND, 8 DAY BOD10 NONE BIOCHEMICAL OXYGEN DEMAND, 10 DAY BOD11 NONE BIOCHEMICAL OXYGEN DEMAND, 11 DAY BOD14 NONE BIOCHEMICAL OXYGEN DEMAND, 14 DAY BOD17 NONE BIOCHEMICAL OXYGEN DEMAND, 17 DAY BOD20 NONE BIOCHEMICAL OXYGEN DEMAND, 20 DAY BOD20I NONE BOD 20 DAY INHIBITED BOD20U NONE BOD 20 DAY UNINHIBITED BOD5I NONE BOD 5 DAY INHIBITED BOD5U NONE BOD 5 DAY UNINHIBITED EXCD 7440439 CADMIUM, EXTRACTABLE TCD 7440439 CADMIUM, TOTAL DCA 7440702 CALCIUM, DISSOLVED CAOUT 7440702 CALCIUM, LOAD TCA 7440702 CALCIUM, TOTAL A-1 DORGC 7440440 CARBON, DISSOLVED ORGANIC OCO2 7440440 CARBON, DISSOLVED CO2 INORGC 7440440 CARBON, INORGANIC ORGC 7440440 CARBON, PERCENT ORGANIC SORGC 7440440 CARBON, SUSPEDENED ORGANIC TORGC 744040 CARBON, TOTAL ORGANIC COD NONE CARBONACEOUS OXYGEN DEMAND CLRONE 57749 CHLORDANE DCL 16887006 CHLORIDE, DISSOLVED CLOUT 16887006 CHLORIDE, LOAD TCL 16887006 CHLORIDE, TOTAL TCLRES 7732505 CHLORINE, TOTAL RESIDUE CHLORFORM 67663 CHLOROFORM, WHOLE WATER SMPL CHLORPHYLA 479618 CHLOROPHYLL-a EXCR 7440473 CHROMIUM, EXTRACTABLE TCR 7440473 CHROMIUM, TOTAL CISDICL 156592 CIS-1 2-DICHLORDETHENE CLRONEC 5103719 CIS-CHLORDANE NONCLRC 39555473 CIS-NONACHLOR CLAY NONE CLAY, % FRACTION OF EXCO 7440484 COBALT, EXTRACTABLE COLIFORM 29569 COLIFORMS, TOTAL COLOR NONE COLOR UNITS SCOND NONE CONDUCTIVITY, SPECIFIC, IN FIELD SCONDLAB NONE CONDUCTIVITY, SPECIFIC, IN LAB @ 25 C DCU 7440508 COPPER, DISSOLVED EXCU 7440508 COPPER, EXTRACTABLE TCU 7440508 COPPER, TOTAL CYANAZIN 21735462 CYANAZINE, WHL WTR SMPL EXCN 57125 CYANIDE, EXTRACTABLE CYPRAZIN NONE CYPRAZINE DOD 72548 DOD DDE 725559 DDE DDT 50293 DDT SUMDDT 50293 DDT, SUM OF DEPTH NONE DEPTH, DEPTH OF SMPL DNBPHYH 84742 DI-N-=BUTYL PHYHALATE DIAZ 333415 DIAZINON, WHL WTR SMPL DICHLOROBE 25321226 DICHLOROBENZENE DICHLOROEA 1300216 DICHLOROSTHANE DICHLOROEE 25323302 DICHLOROETHENE DORIN 60571 DIELDRIN DIMETHYLD 624920 DIMETHYL DISULFIDE DACTHAL 1861321 DIMETHYL TRETRACHLOROTEREPHTHALATE EDRIN 722085 ENDRIN FECCOL NONE FECAL COLIFORM FECSTR NONE FECAL STREPTOCCI FISH NONE FISH TYPE TF 16984438 FLUORIDE, TOTAL GAGE NONE GAGE HEIGHT CHARD 471341 HARDNESS, CARBONATE NCHARD 471341 HARDNESS, NONCARBONATE HEPCLR 76448 HEPTACHLOR HEPEPOX 1024573 HEPTACHLOR EPOXIDE A-2 HCS 118741 HEXACHLOROBENZENE INDOLE 120729 INDOLE DFE 7439896 IRON, DISSOLVED EXFE 7439896 IRON, EXTRACTABLE TFE 7439896 IRON, TOTAL LAURIC 143077 LAURIC ACID EXPB 7439921 LEAD, EXTRACTABLE TPS 7439921 LEAD, TOTAL LDNE 58899 LINDANE LIPID NONE LIPID OMG 7439954 MAGNESIUM, DISSOLVED MGOUT 7439954 MAGNESIUM, LOAD TMG 7439954 MAGNESIUM, TOTAL DMN 7439965 MANGANESE, DISSOLVED EXMN 7439965 MANGANESE, EXTRACTABLE TMN 7439965 MANGANESE, TOTAL FISHL NONE MEAN FISH LENGTH FISHW NONE MEAN FISH WEIGHT THG 7439976 MERCURY, TOTAL METAOXCHL 72435 METHOXYCHLOR CIPHENOL UNKNOWN METHYL PHENOL METHYLCL 75092 METHYL CHLORIDE MEBZCA UNKOWN METHYLESTER/SENZENE DICARBOXYLIC ACID METALA UNKWON METOLACHLOR MOIST NONE MOISTURE NHEPTHD 629737 N-HEPTADECANE NHXDECN 544763 N-HEXADECANE NOCTADE 593453 N-OCTADECANE NTRIDEC 629505 N-TRIDECANE NUNDECA 1130214 N-UNDECANE EXNI 7440020 NICKEL, EXTRACTABLE TNI 7440020 NICKEL, TOTAL ON 17778880 NITROGEN, DISSOLVED ONH4 17778880 NITROGEN, DISSOLVED AMMONIUM ONH4ORGN 17778880 NITROGEN, DISSOLVED NH4 + ORGANIC-N ONO2 17778880 NITROGEN, DISSOLVED NITRITE ONO3 17778880 NITROGEN, DISSOLVED NITRITE ONO23 17778880 NITROGEN, DISSOLVED NITRITE+NITRATE AMMONIAF 17778880 NITROGEN, FILTERED AMMONIA INORGN 17778880 NITROGEN, INORGANIC NO3OUT 17778880 NITROGEN, NITRATE, LOAD ORGN 17778880 NITROGEN, ORGANIC AMMONIAP 17778880 NITROGEN, PARTICULATTE AMMONIA TN 17778880 NITROGEN, TOTAL TAMMONIA 17778880 NITROGEN, TOTAL AMMONIA TNH4 17778880 NITROGEN, TOTAL AMMONIUM TKNF 17778880 NITROGEN, TOTAL FILTERED KJELDHAL TKN 17778880 NITROGEN, TOTAL KJELDAHL TNH4ORGN 17778880 NITROGEN, TOTAL 4H4+ORGANIC-N TNO3 17778880 NITROGEN, TOTAL NITRATE TKNP 17778880 NITROGEN, TOTAL PARTICULATE KJELDHAL TNO23 17778880 NITROGEN, TOTAL NITRATE+NITRITE TNO2 17778880 NITROGEN, TOTAL NITRITE NONDECAN 629925 NONADECANE A-3 OXCLRDNE 2688O489 CXYCLORDANE 00 7732447 OXYGEN, 01-OSOLVED PALMITIC 57103 PALMI7IC ACID LABEL CAS CODE PARAMETER PCs 2767792 PCs- PCN UNKNOWN PCN PCA 1325214 PENTACHLOROANISOLE PHENOL UNKNOWN PHENOL, TOTAL TPHENOLS UNKNOWN PHENOLICS, 70kAL RECOVERAE:LE INORGP04 14'_3654422 PHOSPHATE, INORGANIC TP04 14265442 PHOSPHATE, TOTAL DP 7723140 PHOSPHOROUS, DISSOLVED DORTHOP 1-723140 PHOSPHOROUS, DISSOLVED 0RTHOPH-_PHATE TINORGPO4 -1772:314-0 PHOSPHOROUS, INORGANIC PHOSPHATE PS0OLOUT 177-23140 PHOSPHOROUS, SOLUE:LE, LOAD p PHOSPHOROUS, TOTAL TPSn_L 7723140 PHOSPHOROUSS TOTAL EOLUeLE TORTHOP 7723140 PHOSPHOROUS,TOTAL ORTHOPHOSPHATE OK 7440097 POTASSIUM, DISSOLVED KOUT 7440097 POTASSIUM, LOAD TK 1-440097 POTASSIUM, TOTAL PROMETON 161030 PROMETONE PRMETRYN 72S7196 PROMETRYNE PROPAZNE 133c402 PRrO'ZIN= FR2ES NONE RESIDUE, FILTERED NFRES NONE RESIDUE, NON-FILTERED 7RES NONE RESIDUE, TOTAL CLRES NONE RESIDUE, TOTAL CHLORINE SAND NONE SAND, -,' FRACTION OF SEDDISC NONE SEDIMENT DISCHARGE SEDLOAD NONE SEDIMENT LOAD SEDYLO NONE SEDIMENT YIELD CCNr' NONE SEDIMENT, CONCENTRATION MSE0DLOAD NONE' SEDIMENT, MEAN DAILY LOAD SSED.002 NONE SEDIMENT, SUSPENDED % (0.002mm SSED.004 NONE SEDIMENT, SUSPENDED % <0.004mm SSED.008 NONE SEDIMENT, SUSPENDED % (0.008mm SSE0.016 NONE SEDIMENT, SUSPENDED % (0.016mm SSED.031 NONE SE0IMENT, SUSPENDED % (0.031mm SSED.062 NONE SEDIMENT, SUSPENDED % (0.0&2mm ZSED.125 NONE SEDIMENT, SUSPENDED % (0.125mm SSED.6250 NONE SEDIMENT, SUSPENDED % (0.250mm SSED.500 NONE SEDIMENT, SUSPENDED % (0.500mm SSED1.0 NONE SEDIMENT, SUSPENDED % (1.0mm SSED2.0. NONE SEDIMENT, SUSPENDED % (2.Omm MSEDCONC NONE SEDIMENT, SUSPENDED MEAN CONCETRATION SEDSUS NONE SEDIMENT,SUSPENDED DSE 77S'2429 SELENIUM, DISSOLVED TSE 7732492 SELENIUM, TOTAL S:z4I4O282 76314969 SILICA, TOTAL S6I/CL NONE SILT+-CLAY, SILT/C!_AY FRACTION OF SMPL 00 SILT, % FRACTION OF SILT NONE EXAG 7440224 SILVER, EXTRACT2PI16E2LE TAG 7442016224 SILVER, TOTAL A-4 SIM.E SIMAZINE IN EAST CHANNEL SIM.W SIMAZINE IN WEST CHANNEL SIMAZINE 122349 SIMZAINE, WHL WTR SMPL SIMETONE 673041 SIMETONE, WHL WTR SMPL SIMETRYN 1014706 SIMETRYNE, WHL WTR SMPL TNAK UNKNOWN SODIUM + POTASSIUM, TOTAL DNA 7440235 SODIUM, DISSOLVED NAOUT 7440235 SODIUM, LOAD TNA 7440235 SODIUM, TOTAL DSOLIDS NONE SOLIDS, DISSOLVED SSOLID NONE SOLIDS, SUSSPENDED TSOLID NONE SOLIDS, TOTAL FLOW NONE STREAMFLOW, AVERAGE STREAM NONE STREAMFLOW, INSTATANEOUS SRRATIO NONE STRONTIUM, 87SR/86SR RATIO TSR STRONTIUM, TOTAL DSD4 14808793 SULFATE, DISSOLVED SO4OUT 14808798 SULFATE, LOAD TSO4 14808798 SULFATE, TOTAL TANLIG 9005532 TANNINS + LIGNINS WTEMP NONE TEMPERATURE, WATER TETRACHL 127184 TETRACHLOROETHYLENE TETRADEC 544638 TETRADECANOIC ACID TTL 7440208 THALLIUM, TOTAL TOLUENE 108883 TOLUENE, WHOLE WATER SMPL TOXPHNE 8001352 TOXAPHENE CLRONET 5103742 TRANS-CHLORDANE NONCLRT 3734494 TRANS-NONACHLOR TRICLETH 25323891 TRICHLORDETHANE TRICHLOR 79016 TRICHLOROETHYLENE, WHL WTR SMPL TRIDECOL NONE TRIDECANOL TURBID NONE TURBIDITY DZN 7440666 ZINC, DISSOLVED EXZN 7440666 ZINC, EXTRACTABLE TZN 7440666 ZINC, TOTAL PH NONE PH, IN FIELD PHLAB NONE PH, IN LAB @ 25 C A-5 I I I I I I t I APPENDIX B QA PLANS I J I I I I I I 'I i I I WORK/QA PROJECT PLAN ASSESSMENT OF NUTRIENT SOURCES FROM MAIN STEM AND SELECTED WATERSHEDS IN THE SUSQUEHANNA RIVER BASIN Susquehanna River Basin Commission Project officer: Jerrald R. Hollowell Project QA Officer: Arthur Ott Date Project Director Signature Name Project QA Officer Signature Name U.S. EPA Project Officer Signature Name U.S. EPA QA Officer Signat ure Name TABLE OF CONTENTS OF Paqe Project Description .......................................... 1 objective and Scope statement ............................ 1 Data Usage ............................................... 1 monitoring Network and Design Rationale .................. 3 Monitoring Parameters and Their Frequency of Collection.. 8 Parameter Table .......................................... 9 Project Fiscal Information ................................... 9 Schedule of Tasks and Procedures ............................ 10 Project Organization and Responsibility ...................... 11 Data Quality Requirements and Assessments ................... 13 Samp ling Procedures .......... o.......................... 0 ... 14 Sample Custody Procedures ................................... 15 Calibration Procedures & Preventive Maintenance .... o ........ 15 Documentation, Data Reduction & Reporting ................... 18 Data Validation .................................... o ........ 19 Performance and Systems Audits .............................. 21 Corrective Action .................................. o ........ 24 Reports .................................. .................. 24 Pi-2 1. Project Name: Assessment of Nutrient Sources from Main Stem and Selected Watersheds in the Susque- hanna River Basin 2. Project Requested By: U.S. EPA 3. Date of Request: April 1984 4. Date of Project Initiation: October 1984. 5. Project officer: Jerrald R. Hollowell 6. Quality Assurance officer: Arthur Ott 7. Project Description: A. objective and Scope Statement A five-year study was designed to provide: (1) nutrient loading data for the Main Stem Susquehanna River and its major tributaries in the Central and Lower Basin, and (2 nutrient runoff from selected small watersheds representative of each of the prevalent land uses found in the.Central and Lower Basin. Nutrient loadi ngs will be documented on a seasonal and individual storm basis. Figure 1 shows the general locations of the sampling sites in the study area. -ff. Data Usa ge The environmental measurements and analysis wi 11 provide baseline nutrient -loading data for Main Stem, major tributaries and other representative subwatersheds in sufficient detail to: 1. Allow model refinement. 2. Allow model verification. 3. Establish a sound data base for government, agriculture, industry and the public to most B1-3 Or LEWISBURG 01553500 OANVILLE 01540500 NEWPORT So, 01567000 15, 00 01568000 ... too, 1 1090 0 573560 HARRISBURG % 01570500 CR 01574000 dd@ GV- 57 ULNCASTER 01575500 01576754 PA. Mo. LEGEND *EXISTING U.S.G.S. GAGE NEW GAGE LOCATION / SAMPLING SITE too'," OP FIGURE 1. General Locations of Sampling stations in the Study Area 2 B1-4 effectively plan and implement immediate and long- range nutrient reduction efforts. C. Monitoring Network Design and Rationale This section provides the rationale for establishing the sampling network which includes a series of Main Stem and major tributary s ites and a series of sites located on subwatersheds that support significant areas of specific land use or representative combinations of land uses. Series 1 The collection of nutrient data above the fall line at stations on the Main Stem and large tributaries is deemed necessary to enable accurate allocation of loadings to main river reaches and to major subbasins (see Figure 1). Sound base line nutrient data for the Susquehanna River at Harrisburg (01570500) and Danville (01540500), the West Branch at Lewisburg (01553500), the Juniata at Newport (01567000), and at appropriate stations on Conestoga River (01576754), Swatara Creek (01573560), and Conewago Creek (01574000) will confirm existing Bay model loading allocations and provide the basis for refining the model output for these areas. Each site represents large areas having significant differences and levels of complexity in terms of geological setting and current land uses. In most cases the sites include stations that have been sampled consistently for one purpose or another over a 3 Bl--5 period of years and where flow measurements are available or facilities for such measurements can be readily installed. )01 Series 2 These stations are located on relatively small watersheds of varying geologic setting. They provide a range of specific land uses or representative combinations of land uses. The sites were chosen to represent: 1) a total .wilderness area, 2) a sparsely populated forest/cropland watershed with no areas of concentrated residential development, 3) a small watershed of intense suburban development throughout its headwaters with urban/indus- trial development surrounding its lower reaches, and 4) a complex area that drains extensive cropland, suburban and urban development and includes a number of fairly large reservoirs throughout the watershed. These four watersheds are considered to be representative of many areas throughout the basin and will provide detailed information for: 1) refining the Bay NPS model, 2) identifying problems related to specific land uses and combinations of land uses, and 3) future management actions in these areas. The watersheds selected are: 1. Paxton Creek: a 27-square mile watershed draining greater Harrisburg area. one monitoring site will be established at an existing USGS gage (01571000) near Rt. 81 and Progress Avenue and will monitor runoff 4 - I B1-6 from a highly developed suburban area of about 11.2 square miles. Another monitoring site (01571090) will be established near the mouth and will include runoff from an urban and light industrial area. 2. Stony Creek: a 35-square mile watershed draining a pristine, entirely forested valley. The only development is a secondary road crossing the extreme upper end of the watershed and some abandoned coal mine workings of limited extent. A monitoring site (01568750) will be established at the lower limit of the forested area (21.9 sq.mi.) approximately nine miles upstream of the mouth. 3. Sherman Creek: a 244-square mile watershed draining a lightly developed valley of mixed forest and agriculture uses typical of 'the central Susquehanna River Basin, Valley and Ridge Province Watersheds. A monitoring site (01568000) will be established at Shermansdale at an existing USGS gage. At this point,, Sherman Creek drains 200 square miles. 4. Codorus Creek: a 278-square mile watershed draining a mixed urban, suburban, forested? and agriculture use area, typical of the lower basin watersheds. A monitoring station will be establi shed at the USGS gage (01575500) upstream of York which will sample a predominately agricultural--lightly developed and forested area. Another monitoring station (01575585) will be established just upstream of the 5 P1-7 Springettsbury Township STP. This station will monitor an urban environment. The stream monitoring stations have been established. Gage houses have been erected, where necessary to house continuous stage recording instruments and automatic streamflow sampling equipment. Stage recorders have been installed at all stations and discharge measurements have been initiated at each new gaging station in order to develop a stage-,discharge relationship. Table I lists those sites to be hand-sampled from bridges and those to be sampled using battery-operated automatic sampling mmmm; equipment. Additional station descriptions are provided in Attachment A. M Starting October 1, 1984 and continuing for five years, samples f rom basef low and selected storms will be collected at all stations described above and appearing on Table 1. Samples will be collected at six verticals across the section and composited using the equal-width sampling procedure. All samples will be depth-integrated using USGS standard equipment and techniques. Basef low samples will be collected manually once a month at all stations. Storm runoff samples will be collected during five selected storms to document seasonal runoff and a major runoff event following spring planting in the agricultural watersheds. Field personnel will be dispatched to collect a baseflow sample prior B1-8 TABLE 1 Exist. Drainage Area USGS New Auto. Sampling site Gacre @ Gage outh Data Gage Sampler Hand Sampling Susquehanna R. @ Danville X 11,220 dcbs* W. Branch Susq. R. @ Lewisburg X 6,847 dcbs Susquehanna R. @ Harrisburg X 24,100 dcbs Juniata R. @ Newport X 3,354 3,404 dcbts W. Conewago Cr. near Manchester X 510 515 dc Swatara Cr.. @ Hershey X 483 571 d Conestoga R. @ mouth 472 477 X Codorus Cr eek near York X 222 278 d Codorus Creek at Springetts- bury STP 267 278 X Sherman Creek @ Shermandale X 200 244 d Automatic Sampler Paxton Creek @ Sampler Penbrook X 11.2 27.4 d Shed X Paxton Creek @ Mouth 27.0 27.4 X X Stony Creek @ Dauphin 21.9 35.6 d X X d = discharge, c chemical, b biological, t temperature, s = suspended sediment 7 B1-9 to the onset of selected storms. These individuals will then collect samples periodically to document the quality of the rising and falling stream stage. Six discreet samples over the hyd.rograph (three on the rising and three on the fallling stage) will be sent to the laboratory for analysis. Field personnel will periodically collect samples manually in conjunction with the automatic samplers to check the representativeness of the samples collected automatically (minimum of two storms per year). D. Monitoring Parameters and Their Frequency of Collection During the first year of the project, all samples will be U analyzed for the following physical characteristics and i constituents: so pH Temperature Specific Conductance Suspended Sediment Organic Carbon, total Nitrite - N and Ni trate - N, total Ammonia - N, total and dissolved Organic N + NH 41 total and dissolved Phosphorus, total and dissolved Orthophosphate, dissolved In subsequent years, half of the storm samples will be analyzed only for physical characteristics and total concentrations. Baseflow samples will be collected once a month and storm runoff samples will be collected during five selected storms per year. 8 Bl-10 0 E. Parameter Table Analytical No. o f Sample Method Ref. Sample. Holding Parameter Samples/yr Matrix USGS** Preservation* Time* Total Organic 545 water/sed 1-45541-78 4oC + + 16 days N+NH 4-N HgCl Dissolved Organic water 1-2552-78 N+NH 4-N Total NH 4-N water/sed 1-4522-78 Dissolved NH 4-N water 1-2522-78 Total NO2 +NO 3-N water/sed 1-4345-78 Total Phosphorus-P water/sed 1-4600-78 Dissolved Phosphorus-P water 1-2600-78 Dissolved O'P water 1-2601-78 Total Organic Carbon water/sed 0-3100-83 See Attachment B. Normal turn around time for nutrient analysis is four days. **TWRI Book 5 Methods for Determination of Inorganic Substances in Water & Fluvial Sediment: Skougstad and other, 1979 8. Project Fiscal Information (optional) See EPA grant application.. 9 9. Schedule of Tasks and Products PY-84 FY-85 FY FY FY FY FY Apr May.Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep 86 87 go 89 90 Project Request x Project Plan Review x x x x Project Plan Finalized x x Sample Site Reconnaissance x x Gaging Station tv I Construction x x x 1-a I H Water Quality FJ C:) Sampling x x x x x x x x x x x x x x x x Publication of Data x x x x x Data Analyses x x x x x x x x x x x x x x x Modeling Testing x x Report Preparation Quarterly x x x x x x x x Interim x x Final x x fill 101 lot I 10. Project Organization and Responsibility a.. Project organization AGENCY DIRECTOR Robert J. Bielo 717/238-0422 QUALITY ASSURANCE OFFICER Arthur Ott 717/782-3855 PROJECT OFFICER Jerrald Hollowell '11/238-0426 !AB LO OPERATIONS -':'r d m a n 1-1 1 --7 - DavL E. ,arles Takita FTS 242-4806 71.7 / 2 3 8 -0 4 Due to the routine nature of the project, it is not essential to require lab personnel to review the combined wcrk/QA pro-ect plan before monit-cring is initiated. L:11@43 10. Project Organization and Responsibility b...USGS Central Lab USGS CENTRAL LAB David E. Erdmann, Chief FTS 242-4806 .QUALZTY ASSURANCE OFFICER Ann C. Watterson AUTOMATE-Z WET OPGANIC ANA'LaYS:S SECTION CHr_M:STRY SECT:ON TOC Nutrients Luis E. Lowe Randall M. Brown IFTS 242-4806 FTS 242-4806 Due to the routin e natuze 0.; the Proect, it is not essent-'al to -require lab personnel to review the combined work/Q"% project plan before monitoring 1.5 Init--ated. 12 BI-14 11. Data Quality Requirements and Assessments DETECTION LIMITS AND QUALITY ASSURANCE OBJECTIVES Detection Parameter Sample Limit mg/l Accuracy Precision QA Protocol Total Organic N all 0.1 2 EPA reference ,+'NH 4-N samples plus I standard per 15 samples" Dissolved Organic all 0.1 Samples sent N+NH 4-N to the Lab for analyses Total NH 4-N all 0.01 will include' 5% duplicate Dissolve.d NH4-N all 0.01 samples, 5% standard ref- Total NO2 +NO 3-N all 0.1 erence samples and 5% sample Total P all 0.01 blanks Dissolved P all 0.01 Dissolved O'_P all 0.01 TOC all 0.1 *See Attachment C Field instrument and -field operator techniques are checked twice a year for pH and specif ic conductance with USGS standard samples. Field pH and specific conductances are checked against lab values. Lab analyses are performed on the same day that the samples are received. .Field operators will check the pH and conductivity meters in the field against pH and specific conductance standards once in the morning prior to the start of sample collection and once in the a fternoon. These checks will be made during each sample collection day. All standard values and meter readings will be recorded in the operating log accompanying the meters. The QA officer will periodically accompany field personnel t o check on sampling and field chemistry procedures.@ 13 one duplicate sample, one standard reference sample and a sample blank will be submitted with each set of samples collected and sent to the laboratory for analyses. These results will be used to determine the precision and accuracy for the project samples. Data Representativeness - Site Representation Spatial variability inherent to a sampling site is addressed by taking depth-integrated, discharge-weighted water samples across the cross-sectional area at the sampling site and thus reflects the composite effect of whatever has occurred upstream from the site. Data - Comparability - Use of the USGS laboratory and field techniques, found in the National Handbook of Recommended Methods for Water-Data Acquisition, provides for a nationally and regionally uniform methodology for both field and laboratory analysis. Data Completeness Collection of greater. than 90% of the total programmed samples will be deemed as fulfilling the project objectives. Sample collection at each site must provide adequate coverage so that seasonal variations In loading can be evaluated. 12. Sampling Procedures A complete description of the sampling procedures used for this' study can be found in "Methods for collection and analysis of water samples for dissolved minerals and gases." E. Brown, M.W. Skougstad,, M. Fishman: USGS --- TWRI Book 5 Chapter Al, 14 BI-16 1970; wField methods for measurement of fluvial sediment.0 H.P. Guy and V. W. Norman: USGS --- TWRI Book 3, Chapter C2, 1970; National Handbook of Recommended Methods for Water-Data Acquisition, Chapter 3 & 5. The tracking of the sampling operations is shown in Table 2. Description of sampling devices' are found in Nat ional Handbook of Recommended Methods for Water-Data Acquisition, Chapter 3, pp 3-18 to 3-24. Description of sampling containerst preservation techniques, and sample identification forms are found in the USGS Open-File Report 83-758, Water Quality Laboratory Services Catalog. 13. Sample Custody Procedures are not applicable to this study. 14. Calibration-Procedures & Preventative Maintenance Routine Calibration Instructions Every instrument used to collect water quality data, or used to calibrate water quality monitors, will be checked for accuracy on a regular basis. Each instrument will have its own calibration sheets identified by W-number. These checks are required over and above those specified for field calibration in the "District Water Quality Field Handbook." Batteries in all meters should be changed whenever neededr but at least yearly, preferably in the late fall. 15 Bl-17 TABLE 2. Record of Baseflow and Storm Sampling Dates 1984 1985 Oct Nov Dec Jan Feb Mar Apr may Jun Jul Aug Sep Susq. R. 22 20 13 @ Danville Susq. R. @ 22 20 13 Lewisburg Juniata R. @ 22 20 14 Newport Sherman Cr. @ 22 20 14 Shermans, Dale Stony Cr. near -- 21 13 Dauphin Su sq. R. @ 23 21 14 Harrisburg Paxton Cr. near 19 21 14 Penbrook Paxton Cr. @ 19 21 13 S. Harrisburg Swatara Cr. @ 22 20 14 Hershey W. Conewago Cr. 19 Nr. Manchester 13 Codorus Cr. 19 20 13 Nr. York Codorus Cr. @ 19 20 13 Pleasureville Conestoga R. @ 22 20 13 Conestoga 16 B1-18 A. Specific Conductance Meter Record meter calibration at least weekly if in continuous use (or just before usage, if used infrequently) against three specific conductance standards, obtained within six months from the Central Laboratories. Acceptance Criteria: Standards (<1000 umhos/cm) � 4% (>1000 umhos/cm) + 3% B. pH Meter Record meter calibration at least weekly if in continuous use (or just befor@ usage, if used less frequently) against three pH buffer -standards (4, 7,, and 10)y purchased within six months of its use. The pH meter is to be checked with at least two buffers at least prior to and just after each day's use. This check is to always be done and recorded in the instrument calibration log. C. Thermometer Check thermometers on an as needed basis or at least semi-annually against laboratory grade thermometers. Acceptance Criteria: Temperature + 0.2 OC D. Maintenance of Calibration Records 1. Maintain records of instrument calibrations, repairs, and maintenance of each piece of equipment in the individual or "Water Quality Field Instrument Calibration Log." 17 BI-19 2. Report any abuse or neglect of equipment or r calibration schedules to the Project Chief. E. Preventative Maintenance 1. Conductivity - dip cell a. Wash with liquid detergent, 1% HCI, tap and distilled water. b. Shake dry and store 2. PH - combination electrode a. Store in electrode storage solution if to be used within 4-5 weeks. b. For longer storage period, empty filling solution from electrode, rinse and store dry. 15. Documentation, Data Reduction & Reporting All project data will be entered in the USGS WATSTORE (Water Data Storage and Retrieval) system. All data entered on "Central Laboratories Analytical Services Request Formn (Attachment D) plus the chemical analyses completed and verified by the Central Laboratory are transmitted and stored in the Water Quality File Of WATSTORE. Data products ranging from retrieval of data in tabular form to complex statistical analyses can be provided by the WATSTORE system. Data stored in WATSTORE can also be obtained in machine- readable form for use on other computers or for use as input to user-written computer programs. Approved data is transferred to EPA/STORET on a monthly basis. 18 BI-20 16. Data Validation A. Review of Results from Laboratory Analyses Computer trained personnel will retrieve results of analyses from the Central Laboratories weekly by executing the computer program LABPRIME and will submit copies of the analyses and "primary printouts" to the project personnel. Personnel will review results for accuracy and acceptability within 5-10 days after receipt using their analytical experience and knowledge of the water quality of streams in the basin and using methods prescribed in the following: 1. ."Me thods for Determination of.Inorganic Substances in water and Fluvial Sedimentsm (Skougstad and others, 1979). 2. "Standard Methods for the Examination of Water and Wastewater" (American Public Health Association and others, 1976) . 3. "Study and -Interpretation of the Chemical Characteristics of Natural Water" (Hem, 1970). The LABPRIME program a.nd the water Quality File Edit System perform a number of consistency checks automatically (U.S. Geological Survey, 1975, Volume 3, Chapter VI A). These include but are not limited to the following: 1. Comparison of sum of cations with sum of anions (cation-anion balance). 2. Comparison of d etermined and calculated values for dissolved solids. 19 Bl-21 3. Comparison of specific conductance with sun of cations or anions. 4. Comparison of specific conductance with determined and calculated values for dissolved solids. 5. Comparison of values for dissolved constituents with values for total constituents. Also available are a number of statistical and data- consistency checks which may be applied by use of SAS computer programs, which are readily available for use with USGS's WATSTORE water-Quality File (SAS Institute Inc.r 1979). The project reviewer will investigate all LABPRIME and OW Edit consistency check remarks. If an error in an analysis is detected or suspected, the questionable value will be noted on the computer copy and a request f or a rerun will be made to the USGS. Rerun data from the Central Laboratory are reviewed by the project personnel and appropriate changes made in the WATSTORE file. A copy of the approved analysis is transmitted to the project chief or cognizant personnel. All water quality data obtained.by the field service units and all results of analyses by the Central Laboratories for continuing stations will be stored in the appropriate WATSTORE computer file. The "primary printouts' obtained following entry of data in the appropriate WATSTORE computer file will be reviewed by the Laboratory Records Coordinator to insure that results of laboratory analyses are correctly entered into the computer file. - 20 Bl-22 In addition to the above listed dutiesr the Laboratory Records Coordinator is responsible.for the following: 1. Posting a sample log that includes this information: a. Station identifier. b. Date and time of sample collection. c. Date samples shipped to lab. d. Central Laboratory identification and record numbers. e. Date analyses appeared on LABWEEK. f. Date analytical sheet received. 2. Communication with Central Laboratory on any sample handling problems. 3. Maintaining an organized central filing system for all original water quality records which includes: a. Field data sheets and notes. b. Laboratory data sheets with notes. c. Laboratory analytical sheets with notes. d. Records from water quality monitors. B. Review of Field Data See "Acceptance Criteria"f No. 14. 17. Performance and Systems Audit A. Performance Audit Independent sampling and laboratory analysis audits will be performed by USGS personnel sampling two of the thirteen sampling sites bi-monthly; and quarterly for four of the thirteen sampling sites. 21 Bl-23 B. system Audit This audit is made as a qualitative and quantitative inspection and review of the total measurement system to determine whether the Data Quality Assurance (DQA) plan has been executed as specified and to evaluate the validity of data by independent checking by USGS. The DQA plan for the measurement program should be the basis for conducting these audits. Audits include reviews of the following: 1. Organization and responsibility - is the quality control organization operational? Are quality control and system audits properly made and documented? 2. Data collection - Are written data collection procedures available and followed? Are personnel completing all record forms and identification labels? 3. Sample collection - Are written sample collection procedures available and followed? Do the personnel use the required containers? Are containers cleaned to prevent contamination? 4. Sample analysis - Are written analysis procedures available and followed? 5. Human errors - Are data checks made and actions taken to control human errors? Is the program of pass-fail checks for operations in use? Does checking show that the desired quality assurance level is met? - 22 Bl-24 6. Calibration - Are written calibration procedures available and followed? Are the records of past calibrations available; do they indicate that calibration corrections have been applied to the data? 7. Measurement comparisons - Are results from measurement comparison testing reviewed and used? 8. Preventive maintenance is the preventive maintenance schedule for the measurement program being.followed? Copies of reports on completed systems audits are sent to the program management for review, and to operators and supervisors for any necessary actions. Audit reports list: 1. Purpose of the audit. 2. Personnel involved in the audit. 3. Activities audited, the tests observed,, the documents and data reviewed. 4. Observations of work performance and errors in procedures. S. Recommendations for corrective action, changes in numbers of personnel, and changes in calibration on future work. 6. Deadline for completion of corrective actions. 7. Date chosen should minimize the effect of the discrepancies on future work. 8. Provide for verification of completion of corrective actions, either by written reports to the auditor, or by an additional visit to the operations site. - 23 Bl-25 At the conclusion of the measurement program, a final audit should be made to verify that the program has met its objectives and was conducted in accordance with the DQA planf and that all actions were adequately documented. The role of audits in the overall measurement program is one of verification. While audits do not improve data quality if all work is correctly performed, they do provide assurance that the work prescribed for the measurement program has been conducted .properly. Audits conducted by individuals not responsible for day-to-day operations provide another management control mechanism to program managers. 18. Corrective Action Corrective action is practiced immediately upon discovery of a problem. USGS and SRBC project personnel constantly interact. Data and data collection activities are continually discussed and evaluated. Corrective action is taken immediately if the evaluation indicates action.is necessary. 19. Reports An interim report that characterizes nutrient discharges in the Lower Susquehanna River Basin will be prepared by March 1988. The final report will include an assessment of nutrients discharged by the Susquehanna River to the Chesapeake Bay. 24 Bl-26 QUALITY ASSURANCE / WORK P*LAN WATER QUALITY MONITORING NETWORK OF INTERSTATE STREAMS IN THE SUSQUEHANNA RIVER BASIN Document Control Number SRBC - QA004 Susquehanna River Basin Commission Project Officer: Carl P. McMorran Project QA Officer: Jerrald R. Hollowell Date April 4. 1986 Project Officer Signature C, ar i-@ -Rc Rorran --------------------- P r o j e c t QA 0 f f i c e r S i g n a t u r e J',@arrald R. Hollowell EPA Project Officer Signature ------------------------------------ EPA QA Officer Signature ------------------ ---------------------- B2-1 TABLE OF CONTENTS Project Description ............................................ 1 Objective and Scope ............ ; .......................... 1 Data Usage ................................................ 2 Monitoring Network Design and Rationale ................... 2 Monitoring Parameters and Frequency of Collection .........4 Parameter Table ........................................... 6 Project Fiscal Information ..................................... 7 Schedule ....................................................... 7 Project Organization and Responsibility ........................ 8 Project Organization ...................................... a Project Responsibility .................................... 9 Data Quality Requirements and Assessments ..................... 10 Data representativeness .................................. 11 Data comparability ....................................... 11 Sampling Procedures ........................................... 11 Macroinvertebrates... ............................. o ...... 11 Field chemistry ............................ o ............. 12 Water samples ............................................ 12 Flow measurements ........................................ 13 Sample Custody Procedures ...................................... 13 Calibration Procedures and Preventative Maintenance ........... 13 Dissolved oxygen mete 'r ................................... 13 Specific conductance meter ............................... 13 pH meters ................................................ 14 Thermometers ............................................. 14 Documentation and Data Reduction .............................. 14 Documentation ............. 14 Data Reduction ............ Data Validation ............................................... 15 Performance and Systems Audits ................................ 16 .Laboratory analyses ...................................... 16 Field Procedures ......................................... 16 Biological sampling ...................................... 16 Corrective Action ............................................. 17 P2-2 TABLE OF CONTENTS (cont.) Reports ....................................................... 17 Table 1 - Interstate Streams of the Susquehanna River Basin...18 Table 2 - Proposed Water Quality Network Stations ............. 19 Figure 1 - Sampling Locations Along New York - Pennsylvania Border ................................................... 20 Figure 2 - Sampling Locations Along Pennsylvania - Maryland Border ................................................... 21 Figure 3 Sample Page from Fi eld Notebook .................... 21 Table 3 Equipment List ...................................... 22 Table 4 Small Interstate Strv-,ns ............................. 23 B2-3 QUALITY ASSURANCE / WORK PLAN WATER QUALITY MONITORING NETWORK OF INTERSTATE STREAMS IN THE SUSQUEHANNA RIVER BASIN I. PROJECT NAME: Water Quality Monitoring Network of Inter- state Streams in the Susquehanna River Basin. II. PROJECT OFFICER: Carl P. McMorran, Environmental Protection Specialist III. QUALITY ASSURANCE OFFICER: Jerrald R. Hollowell, Chief Division of Resource Quality, Management and Protection IV. DATE OF PROJECT INITIATION: April 1986 V. PROJECT DESCRIPTION: . A. objective and Scope. In Paragraph 803.4(b) (1) of the Regulations and Procedures for Review of Projects in the Susquehanna River Basin, the Susquehanna River Basin Commission (SRBC) staff is responsible for "reviewing projects that may result in a significant interstate effect on the water resources of the Basin." Staff has had difficulty meeting this responsi- bility due to a lack of current data from the interstate streams of the Basin. Although available data have generally been ade- quate for determinations concerning acute impacts, chronic and cumulative impacts are not readily discerned. A monitoring network on these interstate streams would greatly enhance the ability of SRBC staff to evaluate water quality impacts. The data generated from such a network will also be useful for other water quality management plans. Sparse distribution of quantitative sampling locations is a major problem in determining the quality of the streams in the Susquehanna River Basin. Both the Pennsylvania Department of Environmental Resources (PaDER) R2-4 and the Maryland Department of Natural Resources (MdDNR) as well as other governmental agencies have expressed the need for more data to develop and enhance water quality management programs. These data are particularly critical for the management of water quality as it relates to the Chesapeake Bay. B. Data usage. The proposed water quality monitoring network would consist of a series of surface water quality sta- tions. These stations would be periodically sampled for biologi- cal and water quality conditions. The data will be reviewed to determine if interstate water quality standards are being compro- mised. The data will also contribute towards a staff ability to predict the probability that new discharge permit limitations or other factors will result in degraded water quality. The data will be treated statistically to differentiate seasonal fluctua- tions, long term trends and relationships between specific param- eters and other factors. In addition, the data will be entered into the EPA STORET database where it will be available to update 305(b) reports (water quality inventory) and 205(j) priorities (sewage construc- tion grants), as well as for other uses. Appropriate data will also contribute to the Chesapeake Bay Monitoring Subcommittee reports. C. Monitoring Network Design and Rationale. Streams which flow across state borders within the Basin are listed in Table 1. Data for project review purposes are most needed from the Susquehanna River between New York and Pennsylvania, and between Pennsylvania and Maryland; the'Chemung River between New York and 2 B2-5 Pennsylvania; the Tioga River between Pennsylvania and New York; Cayuta Creek between New York and Pennsylvania; and Deer Creek between Pennsylvania and Maryland. The Susquehanna River receives many industrial and municipal discharges between Binghamton, New York and Owego, New York. Owego is only twelve river miles from the Pennsylvania border and the large number of discharges between Binghamton and Owego create the potential for cumulative downstream impacts. The Chemung River presents a similar situation. The population centers of Corning and Elmira, New York are located on the Chemung River a short distance upstream from the Pennsylvania line. It is already known that discharges are occurring from Elmira which are causing water quality degradation in the Chemung River. whether this degradation is carrying downstream into Pennsylvania has not been documented. The Tioga River is degraded by acid mine drainage for most of its length. The Tioga-Hammond project at Tioga Junction, Pennsylvania has contributed to improved water quality downstream, but water quality in the vicinity of the New York line is still degraded. Cayuta Creek is a very high quality stream for most of its length. However, pollution in the vicinity of Waverly, New York is a historical fact. The downstream reach of Cayuta Creek has been severely degraded with most of the impacted reach flowing through Pennsylvania. A new sewage treatment plant at Waverly appears to have improved water quality conditions in Cayuta Creek. 3 B2-6 The lower Susquehanna River between Harrisburg, Pennsylvania and the Chesapeake Bay is a major production area for electricity. This section of river holds four hydroelectric dams, two nuclear power plantsf one coal burning power plant and one pumped storage hydroelectric plant. These facilities all have impacts upon the Susquehanna River in varying ways. There is also increasing interest in the impacts of the Susquehanna River on the Chesapeake Bay, particularly with respect to water quality and water quality management. Deer Creek has documented water quality problems inits headwaters near Stewartstown, Pennsylvania due to inadequate sewage treatment. Two -other streams which also have suspected water quality problems are Snake Creek and, Seeley Creek. Both flow f rom Pennsylvania into New York. In addition, this sampling program allows the investigation of smaller interstate streams. All of these flow between New York and Pennsylvania (see Table 4). Until now it has been assumed that these streams had good water quality due to the relatively undeveloped nature of their watersheds. Biological and chemical sampling will.be conducted on these streams at a rate of one stream per month during warm weather in order to document water quality conditions. @D. Monitoring Parameters and Frequency of Collection. Samp ling at these stations will include biological sampling of the macroinvertebrate community; conducting field tests for various physical and chemical parameters; and collecting water 4 B2-7 samples which will be analyzed for chemical and bacteriological parameters. in order to provide consistent data it is necessary to sample frequently. Past stream surveys have concentrated on summer base flow conditions. Comments from PaDER and MdDNR have suggested that year round sampling is necessary to provide data from high flow events and to differentiate seasonal trends. This may be especially critical with regards to the Chesapeake Bay. It is proposed to collect water quality samples on a monthly. basis. Biological samples will be collected on a bimonthly basis as weather permits. 5 B2-8 E. Parameter Table Analytical Number of sample Method Sample Holding 24r4mt2c @�Ln2jgg k,4-,2 @K 82firence Preservation T ime Temperat ure 180 aq. none 0 Diss,olved oxygen 180 aq. none 0 Conductivity 180 aq. none 0 PH 180 aq. none 0 Alkalinity 180 aq. none 0 Acidity 180 aq. none 0 Turbidity 180 aq. none 0 B.O.D., 5-day 180 aq. chill on ice 24 hrs Dissolved solids 130 aq. chill on ice 24 hrs Total NH3 ISO aq. chill on ice 24 hrs Total NO2 180 aq. chill on ice 24 hrs Total NO3 180 aq. chill on ice 24 hrs ,,Total PO4 ISO aq. chill on ice 24 hrs Total Calcium 180 aq. chill on ice 24 hrs Total Magnesium ISO aq. chill on ice 24 hrs Chloride 180 aq. chill on ice 24 hrs ISulfate ISO aq. chill on ice 24 hrs Total Iron 180 aq. chill on ice 24 hrs frotal Manganese ISO aq. chill on ice 24 hrs f otal Aluminum 180 aq. chill on ice 24 hrs @ecal Coliform ISO aq. chill on ice 6 hrs ecal Strep 180 aq. chill on ice 6 hrs see Quality Assurance/Work Plan for PaDER Bureau of Laboratories. 6 F2-9 VI. PRCJECT FISCAL ZMRMATION (see EPA grant application). VII. SCHEMME ACZIVITY/DATE 1986111987 Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Finalize project plan x Collect water samples x x x x x x x x x x x x Collect biological samples x x x x Process data x x x x x x x x x x x x x Data entry into STORET x x x x x x x x x x x x Write project report x x x x Final report due x 7 B2-10 VIII. PROJECT ORGANIZATION AND RESPONSIBILITY A. Project organization AGENCY DIRECTOR Robert J. Bielo (717) 238-0422 V QUALITY ASSURANCE OFFICER Jerrald R. Hollowell (717) 238-0426 V PROJECT OFFICER Carl P. "McMorran 717) 2 38-0426 ---------------------------------------- -V DER BUREAU OF LABORATORIES FIELD OPERATIONS Vincent White Gary Lesher Paul Baker (717) 238-0426 (717) 787-4669 8 B2-11 Project Responsibility I. Sampling operations - Carl McMorran 2. Sampling QC - Carl McMorran .3. Laboratory analysis - Vincent White 4. Laboratory QC - Paul Baker 5. Data processing activities - Carl McMorran 6. Data processing QC Carl McMorran 7. Data qual ity review Jerrald Hollowell 8. Performance auditing Carl McMorran 9. Systems auditing - Carl McMorran 10. Overall QA - Jerrald Hollowell 11. Overall project coordination Jerrald Hollowell 9 F2-12 IX. DATA QUALITY REQUIREMENTS AND ASSESSMENTS REPORTING ACCURACY111 ....... 2E;C151Q@JIL B.O.D. 0.2 N/A(3) N/A(3) Total NH3- N 0.02 94-111% @ 0.04-0.20 0.009 @ 0.040 Total NO 2-N 0.004 N/A (3) 0.002 @ 0.02 Total N03- N 0.04 N/A(3) 0.01 @ 0.21 Total P 0.01 67-133% @ 0.01-0.10 0.0012 @ 0.024 Total Ca 0.03 91-94% @ 0.1-1.0 0.006 @ 1.0 96% @ 4.00 0.13.@ 3.84 Total Mg 0.01 99-100% @ 0.1-1.0 0.004 @ 1.0 94% @ 4. 00 0.12 @ 3.78 Chloride 0.001 100-107% @ 2.0-10.0 0.35 @ 4.00 Total SO 4, 0.01 98-114% @ 10.0-20.0 1.94 @ 10.0 Total Fe 0.01 104% @ 0.1 0.004 @ 0.1 100% @ 4.0 0.16 @ 4.00 Total Mn 0.01 102% @ 0.1 0.004 @ 0.1 98% @ 4. 0 0.11 @ 3.93 Total Al @0.035 81-102% @ 0.1-0.3 0.016 @ 0.1 97% @ 4.0 0.12 @ 3.87 Fecal Coliform 0 N/A (3) N/A (3) Fecal Strep 0 N/A (3) N/A (3) TOC 1.0 94-135% @ 1.2-6.0 0.36 @ 3-2 1. Accuracy was estimated from the recovery of pure material spiked into deionized water. 2. Precision was estimated from replicate analysis of the same sample, generally analyzed by the same analyst. Some samples were spiked deionized water. 3. @N/A indicates that data is not availableat this time. 10 B2-13 Data representativeness. Water quality samples will be collected from riffle areas in the smaller streams. These areas have the greatest amount of mixing and therefore should be most, representative of the stream. Composite samples will be collected from the larger streams and rivers to average out cross channel differences in water quality. Data comparability. The purpose of this QA plan is to eliminate factors in sampling and analysis that will reduce the comparability of data collected at different points in space and time. All sampling, analysis and processing procedures are standardized to ensure comparability. X. SAMPLING PROCEDURES A. Macroinvertebrates: Macroinvertebrate sampling will be conducted in riffle areas of the streams. Qualitative sampling involves the use of a kick screen. The screen is stretched out perpendicular to the current, while the substrate upstream of the screen is raked up with a hoe so that macroinvertebrates are dislodged and carried into the n et. specimens are collected and the procedure is repeated until no new taxa are observed. Quantitative sampling involves the use of a Surber sampler. This' is a square metal f rame attached to a net. . The f rame encloses one square foot of substrate. The sampler is placed ,onto the substrate in a shallow area with moderate current. The area inside the frame is agitated, dislodging macroinvertebrates which are swept into the net. The contents of the net are collected and preserved. A minimum of three Surber samples are collect ed at each station. P2-14 All collected specimens are preserved with 5% form.alin solution- Identification of macroinvertebrate specimens to generic level be done by experienced SRBC staff using current taxonomi c keys. Processing of macroinvertebrate data includes the calculation of average density values and diversity indices. B. Field chemistry: Dissolved oxygen, conductivity and pH will be measured using meters. Meters will be checked for accuracy on a regular basis. Each instrument will have its own calibration log identified by W-number. Alkalinity and acidity will be measured using field titrations. Alkalinity will be measured in the field by titrating a known volume of sample water to pH 4.5 with 0.2N H2 so 4* Acidity will be measured in the fiel d by titrating a known volume of sample water to pH 8.3 with 0-2N NaOH. Titrations will be done using automatic self-zeroing 10ml burettes. C. Water samples 1. A total of 1120 ml of water will be collected for analysis and shipped to the Pennsylvania Department of Environmental Resources, Bureau of Laboratories in Harrisburg, Pennsylvania. The samples will consist of one 500 ml sample for general analyses, one 500 ml sample for metals analysis (this sample will be fixed with 5 ml of 1:1 HNO 3 and one 120 ml sample for bacteriological analyses. The two 500 ml bottles will be rinsed with sample water before being filled. The 120 ml bottles were autoclaved and inoculated with a fixative by the laboratory prior to the beginning of the stream survey. 12 B2-15 D Flow measurements: Most stations will be located at USGS gaging stations. At stations where flow measurements must be do ne, standard equipment and procedures followed by USGS will be used. XI. SAMPLE CUSTODY PROCEDURES since the water samples collected will not be used for enforcement purposesy no sample custody procedures are performed. XII. CALIBRATION PROCEDURES AND PREVENTATIVE MAINTENANCE. A. Dissolved oxygen meter: The DO meter is a YSI model dissolved oxygen meter. Meter calibration will be done using the air-saturated chamber technique prior to and just after each day's use. This last calibration is always to be done and recorded in the calibration log. An additional calibration check will be conducted daily using the Winkler test. Calibration of the zero using Na 2so3 solution, and the temperature at three points will be done every three months. Acceptable criteria Winkler + 0.4 mg/l Air saturated water 0.3 mg/l Zero less than 0.2 mg/l Temperature + 0.5,C B. Specific Conductance meter: The conductivity meter is a Beckman Solu-bridge. Meter calibration should be recorded weekly against three specific conductance standards, obtained within six months. 13 B2-16 Acceptable criteria standards (<1000 umhos/cm) + 4% (>1000 umhos/Cm) + 3% C. PH meters: Record meter calibration against two buffers daily before and after use. This check is to always be done and.recorde d in the instrument calibration log. D. Thermometers: Check thermometers on an as needed basis or at least semi-annually against laboratory grade thermometers. Acceptable criteria Temperature + 0.2 0 XIII. DOCUMENTATION AND DATA REDUCTION A. Documentation Water quality and biological samples collected in the field will be labeled at the time of collection. Water samples are collected in polypropylene bottles which are labeled with a seven digit identification number, a station code, and sampling date and time. The seven digit identification number consists of a four digit collector number and a three digit station number. The station codes are listed with the station descriptions in Table 1. This identif ication information is also recorded on a laboratory analysis form. one form is submitted with each set of samples and also includes an analysis code which designates the laboratory analyses to be conducted. Upon receiving the results of laboratory analyses, the water quality data is transcribed to a computer data file. From here. - 14 B2-17 data reductions can be performed directly, thus eliminating possibilities of transcription errors. Transfer to hardcopy data sheets is also done directly from these.data files. Biological. samples are placed in glass bottles and labeled with the station code and date. These are then stored until field personnel return to the office and begin the identification process. During the identification process, the number of different taxa are recorded on log sheets. These log sheets are then transcribed onto a computer file. A-11 data reduction and reporting of macroinvertebrate data is done from these computer data files to eliminate transcription errors. Data from field tests are recorded in a field notebook (see Figure 1)'. This data is later transcribed to a computer data file for processing. B. Data Reduction - The reduction of data (from raw analyses to specific results) involves -diffe rent treatments of the data. Water quality data will be interpreted outright and also used to compute loadings. * Macroinvertebrate and fish data will be used to compute diversity and other biotic indices. Data processing will be conducted using computer data files thus eliminating human transcription errors. Data entered into data files will be double checked to confirm accuracy. Statistical tests will be performed to correlate parametric data with other parametric data and other factors, and to analyze trends. XIV. DATA VALIDATION Primary responsibility for data validation lies with the collector. Field collections will be conducted according to 15 B2-18 the above methodology to insure accurate data. The use of duplicates, reviewed by the project officer also validates the water quality analyses. The data will also be validated by testing*i-on balances and other mass balance comparisons against the data. The data also goes through a series Of validations as they are entered into the STORET database. Biological samples will be validated by the two staff biologists. XV. PERFORMANCE AND SYSTEMS AUDITS A. Laboratory analyses. Water samples will be labeled, chilled on ice, and shipped daily to the laboratory via Purolator. Analytical and quality assurance procedures for the laboratory are detailed in the QA plan submitted by the laboratory. Duplicate samples will also be submitted to the laboratory- B. Field procedures. Field instruments and field operator techniques are checked twice a year for pH, alkalinity and specific conductance with USGS standard samples. The project officer is responsible for seeing that all field personnel are competent in assessment and collection techniques prior to the beginning of the stream survey. The project officer is also responsible for insuring the quality of all equipment and reagents. A percentage of duplicate tests will also be performed on alkalinity, acidity and turbidity as an additional quality control measure. C. Biological sampling. A percentage of the biological samples will be reconstituted, resorted and identified 16 B2-19 again by another staff biologist to verify the biological information. X. C ORRECTIVE ACTION Problems that develop will be corrected as soon as possible. Since sampling will be on a monthly basis the implementation of corrective actions will ensure that problems do not go uncorrected and do not reoccur. The QA officer is responsible for reviewing all data and taking whatever actions are necessary to correct the problem. XI. REPORTS A draft project report will be written in January 1987 with a final report due by April 1, 1987. This report will list the data collected and the result of all treatments of the data. Conclusions will be drawn from the data and any recommendations based on the data will be made. In addition, the data will be utilized by SRBC staff as it becomes available for project review purposes. The data will also be entered into STORET within one month after it is received from the laboratory and validated. 17 P2-20 TABLE 1 INTERSTATE STREAMS OF.THE SUSQUEHANNA RIVER BASIN Between New York Between Pennsylvania and Pennsylvania and MaryLand Apalachin Creek Big Branch Deer Creek Bentley Creek Broad Creek Bulkley Brook Conowingo Creek Camp Brook Creek Dee.r Creek Cascade Creek Falling Branch Deer Creek Cayuta Creek Long Arm Creek Chemung River Muddy Creek Choconut Creek Octoraro Creek Cowanesque River Scott Creek Denton Creek South Branch Conewago Creek Holden Creek Susquehanna River Little Snake Creek Seeley Creek Snake Creek South Creek Susquehanna River Tioga River Troups Creek Trowbridge Creek Wappasening Creek White Branch 18 B2-21 TABLE 2 PROPOSED WATER QUALITY NETWORK STATIONS 1. Tioga River @ Lindley, New York 2. Chemung River near Fitch Bridge, New York 3. Seeley Creek near Mosherville, Pennsylvania 4. Chemung River @ Chemung, New York 5. Cayuta Creek @ Sayre, Pennsylvania 6. Susquehanna River @ Sayre, Pennsylvania 7. Susquehanna River @ Conklin, New York 8. Snake Creek near Brookdale, Pennsylvania 9. Susquehanna River @ Windsor, New York 10. Deer Creek near Stewartstown, Pennsylvania 11. Ebaugh's Creek near Stewartstown, Pennsylvania 12. Susquehanna River @ Marietta, Pennsylvania- 13. Susquehanna River near Havre de Grace, Maryland 14. Conowin go Creek near Pleasant@Grove, Pennsylvania 15. Octoraro Creek near Camp Horseshoe, Pennsylvania 19 B2-22 WAO so am a*- so 0-01 go st 00 we No. No M F13URE I SA%IPLING LOCATIINS ALONG NEW YORY - PENNSYLVANIA BORDER (Refer to Table 2) El i Ig %. H M N G ohn n I BIN HAMTC ft"pw Owego 4r... End o we New York s 3 6 P n.sy TaTa JuD- F N I inch 9 miles FIGURE 2 SA:,jpLj,.,4G LOCNTIONS ALONG ?r-NNsYTvANIA - *tNRYLAND BORDER (Refer to Table 2) ia @ANC@VE crude ) , in est Ya 0 Sato Some Wand Hanov 1 5 e 4100 10 P nn an' ar n -1-11C Pas 0/ L 3 R F 'IN 4 Howe do eft Air 1 inch 8 m iles 21 B2-24 FIGURE 3 SAMPLE PAGE FROM FIELD NOTEBOOK STATION CODE INVESTIGATORS DATE TIME ----------- FIELD MEASUREMENTS FLOW ----------- GAGE READINGS TEMPERATURE --------- CONDUCTIVITY DISSOLVED OXYGEN: METER WINKLER PH -------- TURBIDITY --------- DUPLICATE ALKALINITY: SAMPLE VOLUME MLS TITRANT AMOUNT DUPL ICATE: SAMPLE VOLUME ----- MLS TITRANT AMOUNT ACIDITY: SAMPLE VOLUME ----- MLS TITRANT_____ AMOUNT__-- DUPLICATE: SAMPLE VOLUME ----- MLS TITRANT_____ AMOUNT----- REMARKS ----------------------------------------------------------------- ----------------------------------------------------------------- ------------------------------------------------------------------- ---------------------------------- ---------------------------------------------------------------- ---------------------------------------------------------------- ----------------------------------------------------------------- --------------------------------------- I ------------------------- -------------------------- - ------ - ----- - --------------- - 22 B2-25 TABLE 3 Equi2Ment EQUIPMENT LIST ChemicalsZggpplies Sundries Ki@-k screen pH-;uffers Fiel@ notebook Surber 0.02 N NaOH Pencils Bug bottles 0.02 N H SO Pens Sieve. Winkler reigeAts Gage house keys Bucket 1:1 HNO 3 Calibration Brush logs Forceps Lab sheets Dissolved Oxygen meter Bac-T sheets Conductivity meter pH meter Burrettes Beakers Magnetic stirrer Stir bars Turbidity kit Thermometer Squeeze bottle Sample bottles Bac-T bottles Winkler glassware Flow meter Kemmerer sampler Lkjaxiliary Cleaning apparatus for glassware Na2so3 solution 23 P2-26 TABLE 4 SMALL INTERSTATE-STREAMS* Drainage areas St n PA NY Tot USGS_q!IA@ .KeaL Cascade Creek 1.42 �-_98 11.4 sus-q-u-e-hanna, PA Denton Creek 3.83 2.08 5.91 Great Bend, PA Unnamed tributary ? ? ? Great Bend, PA Trowbridge Creek 1.60 15.1 16.7 Great Bend, PA Little Snake Creek 5.87 ? ? Laurel Lake, PA Russell Run 2.02 2.33 4.35 Windham, PA Briggs Hollow Run Windham, PA Little Wappasening Creek Litchfield, PA Sackett Creek 6.24 ? ? Litchfield, PA Parks Creek 3.86 ? ? Litchfield, PA Bill Hess Creek 0.95 1.86 2.81 Elkland, PA Camp-Brook 2.63 7.77 10.4 Elklandj PA Holden Creek 5.33 7.37 12.7 Knoxville, PA 2 unnamed tributaries ? ? ? Knoxville, PA at Austinburg white Branch 1.54 2.55 4.09 Harrison Valley and tributary PA no smaller streams of significant size flow between Pennsylvania and Maryland. watershed areas not available from published sources. 24 B2-27 I I I I i I I I APPENDIX C SELECTED BIBLIOGRAPHY AND I FILE LIST I I I . I 'I .1 I I I I I Anderson, Peter W. 1963. Variations in the Chemical Character of the Susquehanna River at Harrisburg. USGS Water-Supply 1779-B. [CBP.REPORT161 * Aquatic-' E--cology Associates. 1967. An Aquatic Ecological Study of the Frankstown Branch of the Juniata River in the Vicinity of the Williamsburg Steam Electric Generating Station. Pennsylvania Electric Company. [CBP.REPORT22] Austin, John. J, Jr.,, R.C.. Bubeck, and T.O. Munson. 1978. "Monitoring of the Upper Chesapeake Bay for the Symetrical Trazine Herbicides Atrazine and Simazine", Paper presented at the 12th Middle Atlantic Meeting American Chemical Society, Hunt Valley, Md. (CBP.REPORT351 Beamer, N.H. 1953. Chemical Character of Surface Waters in PA, 1949-1951. Dept. of Commerce, State Planning Board. Brezina, Edward R. and Michael V. Arnold. 1977. Levels of Heav V. Metals in Fishes frc-n Selected Pennsylvania Waters. PA Department of Environmental Resources. Brezina, Edward R. and Michael V. Arnold. 1976. levels of PCBs and Other Chlorinated Hydrocarbons in Fishes from Selected Pennsylvania Waters.,PA Department of Environmental Resources. Bureau of Water Quality Management. 1985. Priority Water Body urvey Report-Water Ouality Standards Review--Codorus Creek, York Co. PA Department of Environmental Resources. S[CBP.REPORT30B] Bureau of Water Quality Management. 1985. Priority Water Body Survey Report-Water Oualitv Standards Review--Beaver Creek, Adams and York Counties. PA Department of Environmental Resources. (CBP.REPORT30B] * Bureau of Water Quality Management. 1985. Priority Water Body Survey Report-Water QualitV Standards Review--Dunning Creek, Bedford Co. PA Department of Environmental Resources. [CBP.REPORT30B] Bureau of Water Quality Management. 1985. Priority Water Body Survey Report-water Quality Standards Rev i ew--Rays town Branch of the Juniata River, Huntingdon and Bedford Counties. PA Department of Environmental Resources. [CBP.REPORT30B] C-1 Bureau of Water Quality Management. 1984. Priority Water Body Survey Report-Water Quality Standards Review--Three Springs Creek, Huntingdon Co. PA Department of Environmental Resources. W [CBP.REPORT30A] Bureau of Water Quality Management. 1984. Priority Water Body Survey R6@6rt-Water Ouality Standards Review--Great Trough CreekL HuntingdonZFulton/Bedford Co. PA Department of Environmental Resources. [CBP.REPORT30A] Bureau of water Quality Management 1981. Environmental Monitoring and Surveillance Program. Report completed for the Department of Environmental Resources for Pennsylvania Power and Light Company. [CBP.REPORT9A] (CBP.REPORT9B] Bureau of Water Quality Management. 1977. Commonwealth of Pennsylvania 1977 Water Ouality Inventory. PA Department of Environmental Resources. Bureau of Water Quality Management. 1977. PCBs in Pennsylvania Waters. PA Department of Environmental Resources. Bureau of Water Quality Management. 1976. Lower Susquehanna River Basin Water Quality. PA Department of Environmental Resources. Publication #54. [CBP.REPORT201 Bureau of Water Quality Management. undated. List of stream and lake investigations in Pennsylvania for 1971 thru 1976 and 1980 thru 1984. PA Department of Environmental Resources. (CBP.REPORT311 Clark, Leo. 1974. Summary and Conclusions-Nutrient Transport and Accountability in the Lower Susquehanna River Basin. EPA Annapolis Field Office, Technical Report #60. [CBP.REPORT171 Clarke, F.W. 1914. Water analyses from the laboratory of the United States Geological Survey. USGS W.ater-Supply Paper 364. Collins, W.D., and Howard, C.S. 1932. Index of analyses of natural waters in the United States 1926 to 1931. USGS Water- Supply Paper 659. Collins, W.D., and Howard, C.S. 1926. Ind ex of analyses of natural waters in the United States. USGS Water-Supply Paper 560. * Culbertson, J.K. 1957. ProcTress - RePort of Hydrology and Sedimentation in Bixler -Run,and- Corey Creek. USGS Open File Report. [CBP.REPORT121 C-2 Dale, R.B. 1909. The quality of surface waters in the United States, part 1, Analyses of waters east of the one hundredth meridian. USGS Water-Supply Paper 236. Denoncourt, R.F. 1974. An Ecological Study of Stony Creek, Dauphin and Lebanon Counties, 1973. Denoncourt, R.F. and J.W. Stambaugh, Jr. 1974. An Aquatic Faunal Survey of Stony Creek, Dauphin and Lebanon Counties, in June 1974. Donoghue, J.F.r C.R. Olsen, and O.P Bricker, 1982. Lower Susquehanna River Sediment Influx to @he Chesapeake Bay... EOS, Transactions, American Geophysical Union, v. 63, no. 3, January 19,1982, 56p. Dumper, T.A. and Louis Kirkaldie. 1967. Sediment and erosion estimates for Pennsylvania river basins. U.S. Dept. of Agriculture, Soil Conservation Service. Durfor, C.N. and P.W. Anderson. 1963. Chemical quality of surface waters in Pennsylvania. U.S. Geological Survey Water Supply Paper 1619-W, Wl-W50. Durum, W.H. and Joseph Haffty. 1961. Occurrence of minor elements in water. USGS Circ. 445. Fishel, D.K., and M.J. Brown, 1986. Effects of Nutrient Management on Surface and Ground-Water Quality, Lancaster and Berks Counties, PA.- symposium abstract for American Geophysical Union. Fishel, D.K., 1986. Agricultural Nonpoint Source Pollution, Pennsylvania - Chesapeake Bay - Water Quality Project Fact Sheet, (in review). Fishel, D.K. 1985. Water Quality of the Swatara Creek near the, roposed Swatara Creek Reservoir, Lebanon and Schukvll Counties, Draft report, U.S. Geological Survey. [CBP.REPORT411 * Fishel, D.K. 1984. Water Ouality and Chemical Loads of the Susquehanna River at Harrisburg April 1980-March 1981. USGS WRI 83-4164. [CBP.REPORT5] Fisher, R.S. and A.M. Stueber, 1976. Strontium Isotopes in Selected Streams Within the Susquehanna River Basin. Water Resources Research, Vol. 12, No. 5, p. 1061-1068, Oct. 1976. [CBP.REPORT341 Holland, W.T., and C.S. Jarvis. 1938. Inventory of unpublished hydrologic data. USGS Water- Supply Paper 837. C-3 Hollowell, Jerrald R. 1975. Results of Initial Sampling of Heavy Metals and Pesticides Found in Stream Bottom Sediments in the Susquehanna River Basin. Susquehanna River Basin Commission. [CBP.REPORT3] Ichthyological Associates, Inc. 1967-1985. Peach Bottom Atomic Power Station Preoperational and Postoperational Reports on the Ecology of the Conowingo Pond. A series of semi-annual reports for the Philadelphia Electric Co. [CBP.REPORT401 Ichthyological Associates, Inc. 1977. Ecological Studies of the Susquehanna Steam Electric Station. Report for the Pennsylvania Power and Light Co. Ichthyological Associates. i973. An Ecological Study of -Stony Creek near Dauphin, PA, 197 . Report for PP&L and MetEd. Lang, D.J. 1982. Water Ouality in the Three Malor Tributaries to the Chesapeake Bay-Susquehanna, Potomac, and James Rivers.U.S, Geological Survery Water-Resources Investigations. Lang, D.J., and D. Grason. 1980. Water-cTuality monitoring of three maior-tributaries to the Chesapeake BaV-Interim Data Report U.S.,Geological Survey Water-Resources Investigations. Leighton, M.O., 1904. Quality of water in the Susquehanna River drainage basin. USGS Water-supply paper 108. Lewist Dale M. 1976. Manganese, Iron, Uranium, Lead-210, and Major Ions in the Susquehanna River. Yale University PhD Report. Lietman, P., J. Ward, and T. Behrendt. 1983. Ef f ects of Specific Land Uses on Nonpoint- Sources of Suspended Sediment, Nutrients, and--Herbicides-Peguea Creek Basin 1979-1980. USGS WRI Report 83-4113. [CBP.REPORT6] Lystrom, D.J. , F.A. Rinella, D.A. Rickert, L. Zimmerman, 1978. Regional analysis of the effects of land use on stream-water quality, methodology and application in the Susquehanna River Basin, Pennsylvania and New York. U.S. Geological Survey Water- Resources Investigations. Lystrom, D.J. and F.A. Rinella, 1977. A Method for Estimating the Regional Effects of Land Use on River-Water Quality, Susquehanna River Basin, Pennsylvania and New York. Geological Survey. In: Proceedings of the Joint Conference on Sensing of Environmental Pollutants, held in New Orleans, Louisiana. Maryland Department of Natural Resources. 1973. Ecological Study of Susquehanna River and Tributaries below the Conowingo Dam. Federal Aid Report. [CBP.REPORT231 C-4 McCarren E.F., J.W. Wark, and J.R. George. 1964. Water Quality of the Swatara Creek Basin. USGS Open-file Report. [CBP.REPORT11] McCarre n.E.F.,, J.W. Wark,, and J.R. George. 1962. Water Quality of the Swata'ra Creek Basin, Pennsylvania (A reconnaissance study) . USGS Open-file Report. McCarren E.F.p J.W. Wark, and J.R. George. 1961. Hydrologic Processes Diluting and Neutralizing acid streams of the Swatara Creek Basin, Pennsylvania. USGS Proffesional Paper 424-D, p. D64- D67. McDuffie, Bruce, Frank Emmi, Gary C. Mucklow and David J. Russell. 1981. Susquehanna River Bottom Sediments, Part IV: ..Surficial Heavy Metals and Organic Pollutants at New York and Pennsylvania Sites, 1979 - 1980;-Related Chemical Investigations. Laboratory for Trace Methods and Environmental Analysis, State University of New York at Binghamton. Report for the Susquehanna River Basin Commission Pub. #A-16. [CBP.REPORT271 Midwest Research Institute. 1979. Determination of Nutrient Fluxes in Streams with case studies of Susquehanna and Potomac River. Draft Interim Report. Miller, H.W. and R.S. Davis. 1969. The Susquehanna River Basin: A Plan for Clean Water. Federal Water Pollution Control Administration. Nardacci, George A. 1977. An Ecologic al Study of The Susquehanna River in the Vicinity of the Three Mile Island Nuclear Station. Ichthyological Associates, Inc. Ott, A.N., J.L. Barker, and D.J. Growitz, 1973. Physical, chemical, and biological characterisvics of Conewago Lake drainage basin, York County, Pennsylvania: Pennsylvania Department of Environmental Resources, Water Resources Bull. No. 8. Ott, A. and A.B. Commings. 1972. An Inventory of Sus-pended Sediment Stations and TyPe of Data Analysis for PA Streams. USGS Open File Report. [CBP.REPORT291 Page, L.V., and P.R. Seaber, 1970. Water resources investigations in the Susquehanna River basin: U.S. Geological Survey and the Pennsylvania Department of Forests and Water. Tech. Bull. No. 2. Pennsylvania Departmnet of Commerce State Planning Board, 1945. Temperatures and chemical content during low flow, july-October 1944: Pa. Dept. of Commerce State Planning Board Pub. 14. C-5 Pennsylvania, Department of Forests and Waters, 1946. Temperatures of natural waters in Pennsylvania. Pennsylvania Power & Light Co. 1961. 1961 Holtwood River bed silt survey, Foltwood Dam to Shenk-Is Ferry: Holtwood, Pa. Pennsylvania Power & Light Co. Pionke,, H.B. and et. al.,,, 1985. Mahantango Creek Watershed Fate and Transport of Water and Nutrients. In Watershed Research Perspectives, Smithsonian Press, Washington D.C. [CBP.REPORT281 * Re ed, L.A., 1980. Suspended-Sediment Discharge in Five Streams near Harrisburg, - PA Before, During, and After Highway Construction. 1980. USGS Water-Supply Paper 2072. [CBP.REPORT8] Reed, L.A., 1978. Effectiveness of sediment-control techniques used during- highway construction in central Pennsylvania. USGS Water-supply Paper 2054. * Reed, L.A. 1976. Hydrology and Sedimentation of Bixler Run Basin. USGS Water-Supply 1798-N. [CBP.REPORT131 Reed, L.A. 1976. Sediment Characteristics of Five Streams near Harrisburg, PA Before Highway Construction. USGS Water- Supply Paper 1798-M. [CBP.REPORT19] * Reed, L.A. 1971. Effects of -Roadway and Pond Construction on Sediment Yield near Harrisburg. USGS Open File Report. ,(CBP.REPORT181 Ritter, J.R., 1974. The Effects of the Hurricane Agnes Flood on Channel Geometry and Sediment Discharge of Selected Streams in the Susquehanna River Basin, Pennsylvania. Journal of Research of the U.S. -Geological Survey, Vol. 2, No. 6, p. 753-761, Nov.-Dec. 1974. Rudisill, Stanley E. and Gregory E. Senko. 1980. Dissolved Oxygen and Temperature Survey of the Lower Susquehanna River Basin, August 9th and 10th, 1979. Susquehanna River Basin Commission, Pub. #70. [CBP.REPORT2] Slack, K.V. and F.E. Clarke. 1965. Patterns of Dissolved oxygen in a thermally loaded reach of the Susquehanna River, PA. Geol. Survey Research, Chapter C - p. C193-195. Schuleen,, E.T. and C.R. Higgins. 1953. Analysis of suspended- sediment measurements for-Lake Clarke, inflow and outflow, 1948- 1953: Holtwood, Pa. Pennsylvania Power & Light Co. report 970. c-6 Skougstadt, M.W. and C.A. Horr. 1960. Occurrence of Strontium in Natural Water. USGS Circ. 420. Stuart, W.T., W.J. Schneider, and J.W. Crooks, 1967. Swatara Creek Basin of southeastern Penn syl vani a--An evaluation of its hydrologic-system. USGS Water-supply Paper 1829. Susquehanna River Basin Commission. 1984-Present. Assessment of Nutrient Sources from Main Stem and Selected Watersheds in the Susquehanna River Basin. Ongoing Study. [CBP.REPORT1] Takita, Charles S. 1984.. Summary of Data from a Toxics Screening Survev of the Lower Suscuehanna River and Maior Tributaries. Susquehanna River Basin Commission, Pub. #86. [CBP.REPORT4] Takita, Charles S. 1977. Nonpoint Source Pollutlon Assessment of the Lower Susquehanna River Basin. Susquehanna River Basin Commission, Pub. #54. CBP. REPORT2 61 Truhlar, J.F., and L.A. Reed. 1975. Occurrence of Pesticide Residues in Four Streams Draining Different Landuse Areas in Penns,Ylvania. USGS WRI 6-75, 28p. * U.S. Dept. of Agriculture, 1983, 1984, 1985. Conestoga Headwaters Rural Clean Water Program Progress Report. [CBP.REPORT331 U.S. Environmental Protection Agency. 1972. Codorus Creek Water Quality Investigation ReT)ort. Region III. (CBP.REPORT10] * U.S. Environmental Protection Agency. 1972. Water Oualitv Evaluation of Letort Spring Run. (CBP.REPORT15] U.S. Fish and Wildlife Service, Columbia National Fisheries Research Laboratory. 1985. "National Pesticide monitoring Program: Residues of Organochlorine Chemicals in Freshwater Fish, 1980-1981", Arch. Environ. Contam. Toxicol., No. 14, p. 225-260. [CBP.REPORM7] * U.S. Fish and Wildlife Service, Columbia National Fisheries Research Laboratory. 1985. "National Contaminaht Biomonitoring Program: Concentration of Seven Elements in Freshwater Fish, 1978-1981", Arch. Environ. Contam.. Toxicol, No. 14, p. 363-388. CBP'. REPORM 91 C-7 U.S. Fish and Wildlife Service, Columbia National Fisheries Research Laboratory. 1983. National Pesticide Monitoring Program: .Residues of Organochlorine Chemicals in Freshwater Fish, 1976- 1979f Resource Publication 152t Washington, D.C. [CBP.REPORT361 * U.S. F'is-h- and Wildlife Service, Columbia National Fisheries Research Laboratory. 1981. "Organochlorine Residues in Fish: National Pesticide Monitoring Program, 1970-1974", Pesticdes Monitoring Journal, Vol. 14, No. 4, p. 136-206. [CBP.REPORT381 * U.S. Geological Survey. 1964 to Present. Water Resources Data for Pennsylvania, volume Two', ---Susquehanna and Potomac River Basins, U.S.G.S. Annual Data Reports. (CBP.REPORT321 U.S. Geological Survey. 1978. An Assessment of Nonpoint Scurce Discharges, Pecruea Creek Basin,- Lancaster County, Pennsylvania. Unpublished Report. U.S. Geological Survey. 1967. Swatara Creek basin of .southwestern, PA - An evaluation-of its hydrologic system. USGS Water-Supply Paper 1829. U.S. Geological Survey. 1964. Surface water Records of Pennsylvania - 1963. USGS basic data report. * Ward, J.R. and D.A. Eckhardt. 1979. Nonpoint source discharges in Pequea Creek Basin, Pennsylvania 1977. U.S. Geological Survey Water-Resources Investigations. [CBP.REPORT251 Water Pollution in the Letort Creek and its effects on Conodoguinet Creek. 1971. Dickinson College. Water Quality Stations in the Susquehanna River Basin. Appendix A from an unknown report. [CBP.REPORT24] White, W.F.r Jr. 1951. Chemical Character of Surface Water in PA, 1946-1949. PA Department of Commerce, State Planning Board. White, W.F., Jr. 1947. Chemical Character of Surface Water in PA, 1944-1946. PA Department of Commerce, State Planning Board. White, W.F., Jr. 1947. Industrial utility of water in Pennsylvania, 1944-1946. Pennsylvania Dept. of Commerce, SCate Planning Board. Williams, Donald R. 1978. Postimpoundment Survey of Water Ouality Characteristics of Raystown Lake, Huntingdon and Bedford Counties, Pennsylvania. U.S. Geological Survey WRI 78-42. C-8 Williams, Donald R. 1976. Preimpoundment Water Quality of Raystown Branch of the Juniata River and Six Tributary Streams, South-Central, Pennsylvania. U.S. Geological Survey WRI 76-57. * Williams, K.F. and L.A. Reed. 1972. Appraisal of Stream Sedimentation in the Susquehanna River Basin. USGS Water-Supply Paper 1532-F. [CBP.REPORT7] * Williams, K.F. and J.R. George. March 1968. Preliminary Appraisal of Stream Sedimentation in the Susquehanna River Basin. USGS Open File Report. [CBP.REPORT211 * Williams, K.F. 1967. Sediment Discharge of Conestoga Creek and Lancaster, PA January 1962-September 1964. USGS Open File Report. [CBP.REPORT141 Denotes documented reports stored as files on SRBC computer system that were transferred to the Chesapeake Bay Data Base. Filenames are listed under the reference as [CBP.REPORT#] C-9 I I I I I I i I APPENDIX D DATA SET DOCUMENTATION AND I DATA SET FILES I I I I I I I I I I 0 TI:.Assessmemt of Nutrient Sour-ces from Main Stem and Selected Watersheds in the Susuehanna River Basin. *OS: SRBC.STORM-A *RR: SRBC. STORM. 8 CBP.REPORT21 *PI: Susuehanna River Basin Commission *PC: 1721 N. Front St. Harrisburg PA 17102 *PR: Jerrald Hollowell, Chief Resource Management Quality Protection Division, 717-239-0425 *PE: Oct. 1984 ongoing until Oct. 1989 *GE: Susuehanna River Basin *GL: *AB: Water uality monitoring activities consisting of monthly baseflow and selected storin runoff sampling, field chemistry measurements, sample preservation and shipment, and laboratory analyses. Sample analysis based an "Techniues of Water-Resource Investigations of the USGS, Book 511. Data is also contained in WATSTOPE and STORET. A remark code of " L " indicates the true value is less than the value indicated. Remark codes follow the papameter value. *ST: STATION,DESCRIPTION,LATITUOE,LONSITUOE 01553500,Susuehamma River 0 Lawisburg,405805,765225 River @ Oanville,405729,763710 01567000,Juniata River 0 Newport,402842,770746 01t6a0009Shormans Crook 0 Shermansdale,401924,771009 01568750,Stany Creek @ Oauphin,402451,764650 Ot570500,Susuehanna River @ Harrisburg,401517,765311 01571000,Paxton Crook @ Penbrook,401830,765100 OIZ71090,Paxton Creek @ South Harrisburg,401554,765156 01573560,Swatara Creek Hershey,401754,764005 OlZ74000,Wost Conewago Creek 0 Manchester,,400456,764313 01571500,Codorus Creek e Yopk,395646,764520 Olt75ses,Codorus Creek @ Pleasureville,400107,764136 01576754,Conestaga River@ 0 Conestoga,395647,762205 *PA: PARAMETER,CAS COCE,UNITS,LAeEL PH,none,SU,PH WTEMP,none,Deg C,WATER TEMPERATURE SCONO,none,umahs,SPECIFIC CONDUCTANCE TORSC,none,mg/1,TOTAL ORGANIC CARBON TKN,nono,mg/1,TOTAL KJELDAHL N OKN,ncn*,mg/I,DISSOLVED KJELDAHL N TNH4,nona,mg/1,TOTAL NH4 ONH4,nona,mg/l,DISSOLVED NH4 TNO23,nona,mg/1,NITRATE PLUS NITRITE TP,nome,mg/1,TCTAL PHOSPHOROUS OP,none,mg/1,0ISSOLVED PHOSPHOROUS DORTHOP,nona,mg/l,DISSOLVED ORTHOPHOSPHATE AS P SE6MS,nona,mg/1,SUSPENOED.SEOIMENT CONCENTRATION STREAM,none,inst-cfs,INSTATANECUS DISCHARGE DATA SRBC. STORM. A I INPUT 01 STATION B. 09 DATE YYMMD06. @15 TIME:rIME5. 020 STREAM 9.2 029 GAGE 5.3 034 WTEMP 4.1 038 PH 5.2 043 SCOND Z.0 048 SEDSUS 7.1 0%5 REMSEDSUS si. @56 TORSC 6.3 062 REMTORG $1. CARDS; 063 TKN 6.3 069 REMTKN $1. 070 OKN 6.3 076 REMOKN $I.;- 012Z74000286509226214:416=202080225.90 128.008.100033500005.0 00.900 00.600 OI8S74000882509227002:300000322.10 19.0028.222002O2Z725000125.0 04.6500 00.900 00.600 OI2Z74000288509227005:300000482.880 188.008.1000380020011.0 04.100 00.700 00.500 012S7402080S8Z80922707:0002008024.220 4le-8O2OS.100023602000419.0 04.700 00.2800 00.600 016S7400802850962712:10Z2066028128.30 17.007.900027000333.0 10.000 01.700 00.600 018S74000888SO9827I2:802020204141325.00 17.00087.85000222Z2520802S2328.0 8i62.ooo oa.8goo o6t.0zoo 01237400028250923716:3000208.4l0 07.7002016650046568.0 13.000 04.600 01.400 012Z74000886S209227622:606Z00041.623.30 169-0068.0000022202000170.0 09.200 01.400 00.700 016S7400202S2509627623:46Z0200317.90 17.007.28000222020001165.0 07.600 01.300 00.700 012Z74000282S2O922888023:806Z808006220.70 17.007.800022220001236.0 04.600 01.000 00.400 OI6Z7400085092808:40000662.90 17.007.700062626000127.0 07.300 00-2800 00.600 0157400085092811:00000729-80 is.ooe.2oooaeooooet.o 06-200 01.400 00.MOO 0157400OSS092820:00000510.70 07.600022500079.0 07.100 01.100 00.600 0157400085092907:30000275.10 15.007.700027000034.0 06.900 01-200 00.600 0157400085092919:15000174-00 18.007.80002700002-Q.0 06.500 01.000 00.700 0157400085092908:45000131.30 17.007.700027000022.0 06.BOO 00-900 00.700 0157550095092612:50000076.60 20.007.900124800031.0 16.000 01-500 01.300 0157550085092705:00000107.60 19-008-200097500026.0 17.000 01.300 OO.eoO 0157550085092709:40000609.20 19-008-300052500903.0 27.000 03.300 01.000 0157550085093714:.'4-1002651.00 19.007.700022200710.0 122.000 01.800 00.900 0157550OS50927l8t2900257S.00 19.007.400020100381.0 12.000 01-400'00.700 OIZ7530OS5092723:45000905.00 17.507.400023500205.0 11-000 01.700 00.800 0157550085092903:00000547.00 17.507.500025000139.0 11-000 01.600 00.900 0157S50085092e06:30000393.00 17.007.50002seooogg.o 10-000 01-200 00.700 0157550OS5092817:00000186.80 20.007.eOO026500040.0 06.300 01.200 00.800 015755858509'-2613:45000078.30 21.007.300110100019.0 16.000 04.300 04.100 015755e585092702:30000167.10 2o.ooe.000109600109.0 17.000 04.900 04.100 0157558585092707:00000elS.70 ig.5oe.000046500295.0 13.000 03.100 02.200 015755e585092710:30003398.00 19-00e.100016800940.0 21.000 03.200 01.000 0157558585092715:20003398.00 19.007.600026000866.0 22.000 02.300 00.900 015755e5S5O92719:38003545.00 19.507.400023500384.0 14.000 02.100 01.000 0157558585092800:25001420.00 17.507.300022000268.0 11-000 01-600 01.000 0157558585092804:05000731.00 17.507.400025000177.0 11.000 02.200 00.900 0157558595092907:05000547.30 17.507.400027500142.0 10.000 02.000 00.900 015755e585092817:50000260.70 20.007.900036000053.0 06.700 01-600 01.300 0157675485092614:45000129.00 20-008.000072000006.0 04.900 01-500 02.400 0157675485092703:45000416.30 19.008.300062000070.0 06.200 01.700 01.200 01576754eZO92708:15003879.00 19.008.300037501740.0 27.000 03.000 01.400 0157675485092712:45007363.00 19.507.700025501300.0 24.000 24.000 01.000 0157675485092716:3eOO671e.00 19.507.700023501140.0 26.000 06.800 01.000 0157675485092721:0500715e.oo 18.507.500034001550.0 44.000 08.600 01.300 0157675485092S01:05008225.00 17.007.400025802220.0 37.000 07.600 01.300 0157675495092805:i5ooeego.oo 17.507.400020001580.0 30.000 04.000 01.400 015767548509290e:10007121.00 17.007.500013000940.0 34.000 05.900 01.100 01576754e5O92el5:40001905.00 20.007.500022000255.0 14.000 03.900 01.300 015767548SO93911:50000782.10 19.007.900033000074.0 10.000 01.600 01.000 01576754e5O93010:35000511.90 16.5oe.000043ZO0058.0 07.600 01.800 01.700 0156eoooS5110413:15000373.00 10.508.000020000061.0 05.700 00.300 00.400 0156eO0085110506:00000920.00 11.007.900016200142.0 11.000 01.000 00.700 01568000e5110509:00001360.00 11.007.700014500257.0 19.000 02.000 00.500 0156SO0085110513:450014eO.OO IZLEOB-200015500188.0 15.000 01.600 00.700 0156800085110515:00001462.00 07.100015600165.0 01.900 00.700 015680008trilOS19:30001160.00 07.100016100105.0 01.200 00.600 0156eO0085110520:30001040.00 12.007.300015900100.0 11.000 01.400 OO.eOO 0156eooos5ilO6Oe:00000609.00 07.100017000039.0 01.000 00.700 0156375665061609:15000035.30 06.000002700016.0 04.700 00.500 00.200 0156875085061616:45ooooe7.40 20-306.200002800075.0 11.000 01.000 00.400 015687508506161a:15000234.50 05.500003300191.0 17.000 01.700 00.600 0156875085061620:15000373.00 05.200003400070.0 13.000 01.300 01.000 OIZ6875085061622:45000311.50 05.200003300032.0 13.000 04.600-01.600 0156875085061707:15000206.90 05.100003400011.0 00.500 00.500 OlS6875085061802:15000104.40 05.100003400007.0 04.800 00.500 00.400 0157100085061523:02000049.90 07.400022704050.0 67.000 01.700 00.500 01571000SZ061600:32000120.00 07.600023501430.0 20.000 03.200 00.700 015710008SO61601:22000271.30 07.6000issooeO5.0 21.000-02.400 00.400 0157100085061602:47000119.00 07.500016200854.0 17.000 02.200 00.400 0157100085061603:45000143.00 07.300013502420.0 23.000 01-600 00.600 0157100085061606:02000206.10 07.500015500534.0 02.500 01.200 0157100085061609:33000039.ZO 07.300017200338.0 15.000 02.300 01.200 0157109085061520:07 06.900040001150.0 35.000 09.700 0157109085061522:45 07.300026800130.0 29.000 00.800 00.500 0157109085061602:45 07.600032300088.0 12.000 03.300 01.000 0157109085061603:30 07.40003000OS24.0 39.000 03.100 02.700 01571090a5061604:30 07.ZOOOZS800402.0 13.000 02.600 00.900 0157109095061609:30 07.500027700323.0 10.000 02.600 01.600 01571090SE061614:22 07.400024900291.0 16.000 02.400 00.800 0157100085092612:3000000".-D.12 08.100043400018.0 03.500 02.000 00.400 D-2 0157,00085092704230000022,40 07*000021600383*0 11*000 03*100 00, 500 0157100085092705:30000065.60 07.400025800540.0 13-000 02.300 00.400 01571oooe5O927O6:30000072.00 07.600030900353.0 09.700 01.400 00.400 0157100085092707:30000106-90 07.600033aOO426.0 11-000 01.200 00.400 0157,000850927OS:30000094.90 07.600028600265.0 10-000 01.500 00.600 0157100085092709:30000123-90 07.6000-20500761.0 03.000 00.400 00.400 0157100083093710:30000181.50 07.60-001e300816.0 02-300 00.500 00.500 0157looOS5092711:30000377.50 07.600018100761.0 22.000 01.5,00 00.400 0157,00085092712:30000491,20 07.500017600720.0 21.000 02.000 00.400 0157loooB5O9'-2713:00000426.30 07.500017600548.0 19-000 01.400 00.400 01571000850?2714:00000217.70 07.400017800346.0 15.000 01.700 00.500 0157loooe5o92715:0000011e.00 07.600018800252.0 11-000 01.200 00.500 0157100085092716:45000067*40 07,400020700168*0 10,000 01,400 01,400 0157100OS5092718:15000040.30 07.500023200110.0 09.000 01.400 00.700 01571000e509272-1:45000028.30 07.600025400OS2.0 09.400 01.100 00.500 0157100085092SOO:15000022.40 07.600027100068.0 08-300 01.200 00.600 0157100085092802:4500001e-60 07.60002e400056.0 08.000 01.000 00.500 0157356OB5092617:30000058.60 18.008.300047000008.0 01.000 01.000 0157356035092701:00000060.00 ig.ooe.100042500011.0 03.700 00.900 01.200 0157356085092704:30000090.50 19.008.100043000015.0 03.300 00.900 00.900 015735608509270e.30000148*50 17,ooe,100040500008,0 03*600 01*200 00*600 0157356085092710:150002S2.00 17.008.300039500029.0 03.600 01.000 00.900 0157356085092713%45000686.60 17.008.000036000026.0 03.500 01.000 OO.SOO 0157356OB5092719:35001686.00 18.508.100025500145.0 07.900 02.300 00.600 01573560e5093722i30002727*00 19,007,900023500607*0 16*000 02,700 00*700 0157356Oe5O92SOI:10003031.00 17.007.700021000652.0 19.000 03.700 00.900 0157356OS5092SO4%25002742.00 16.507.600019000460.0 13.000 04.300 01.000 0157356095092807:00002256.00 16.007.400018000332.0 12.000 00.800 03.400 0157356085092812%3OOOl4a4.00 17.007.600019000192.0 10.000 03.400 00.800 0157356085092818:30001070.00 18.007.400019500091.0 07-400 01.500 00-800 0157356025092909:00000600-00 15.007.500031500027.0 05.500 01.100 00.600 0157356085092921:15000429.10 18.007.400025000014.0 04.500 00.700 00.700 0157356085093010:00000329-90 17.007.600036500012.0 04.000 00.700 01.000 0157356Oe4lO22l4:15000105.0001.491S.008.100042000011.0 01.500 00.500 00.500 [email protected] 02.200 00.500 00.500 0157356084121410:30000409.0001.9206.507.700022500012.0 00.600 00.300 0157356035011713:40000252.0001.7300.507.eOO029000004.0 01.900 00.900 00.900 0157356oe5o32210%40000661.0002.1504.507.700023800002.0 02.300 00.300 0157356085032210%10000237.0001.7105.SOS.000024000007.0 02.200 00.400 00.300 0157356085041909:00000265-0001.751e.508.000024000005.0 02.500 02.000 00.SOO 0157356Oe5O5lOl2:OOOOO338.0001.8421.007.700023500018.0 02.100 01.200 00.700 0157356085060510!45000260.0001.7420.008.000024000023.0 03.100 00.400 0157356085070110:00000100.0001.4820.507.700029500014.0 02.900 01.000 00.500 0157356oe5OBO7l7:30000106.00 2e.008.200037000011.0 05.500 00.600 00.500 0157356085090411:30000054.00 26.008.500042500011.0 00.600 00.400 0157356oe5lO2509%55000143.0001.5417.007.aOO037000014.0 03.100 00.700 00.400 0157356085121110:00000673.9002.1606.507.80002450000a.0 05.300 00.710 00.710 6157356086011414:25000197.1001.65 00001.OL06.300 00.600 00-BOO 0157356086030409:40000914.2002..3504.507.5100237 02.600 00.6aO 00.540 0156875084112109tOO 02.006.800013700005.0 01.100 00.800 00-200 0156875084121309:00000029.5002.0207.007.200005500003.0 000000 00.200 00.300 0156e75085011714:00000020.8001.81 06.700005000002.0 01.300 00.400 00-300 015687soeso222il:40000029.0002.0103.506.SO0006000002.0 01.400 00.500 0156875oe5O32213:15000026.5001.9505.007.000002800001.0 01.90.0 00.300 00.300 0156875085041912:30000062.1002.0916.507.200002900002.0 03.000 01.200 00.400 0156875085051011:oooooo2e.1001.9912.006.200002500004.0 01.800 00.400 00.500 0156875085060516%23000028.1001.9916.007.000003000006.0 02.900 00.400 0156875085070113-30000020.eOOI.8117.005.600002300004.0 03-900 00.300 00.500 0156a75O85oeO7l2:45000009.2001.60 06.800002700001.0 00.300 00.300 0156875085090410:15000008.3201.5e2i.506.900002600004.0 01.800 00.200 00.200 0156875Oe5lO2411:00000009.8601.6113.007.300008000005.0 03.400 00.200 00-200 0156875Oe5l2lllO:OOOOOO3l.lOO2.0505.505.720002eOOOOl.O 02.300 00.440 00.440 015687ZO86011412:15000016.3001.72 00001.OL01.800 00.3eo 00.020L 0156700084102215:00001006.0003.4920.508.300029100004.0 02.200 00.300 00.300 0156700084113012:00001190.0003.6204.50e.100032600003.0 02.300 02.400 00.200. 0156700084121412:0000449B.0005.0707.007.900020900015.0 00.300 00.400 D-3 0156700085011813:30002088.0004.1000.007.eoOO3730000S.0 02.300 00.500 00.500 oi567ooOe5O22ll3%OOOO4445.0005.0506..'JO7.800022000080.0 03.700 oo.aOO 01567oooeSO32113:15002798.0004.400e.508.000021000001.0 03.000 00.700 00.300 0156700OBS041911:00000340.0002.S71S.00e.000020900006.0 02.900 00.700 00.800 01567oooe5O5O9l3:00005165.0005.3"-115.007.600019000016.0 02.900 00.400 00.400 015670OOeSO60412:00002415.0004.2419.008.200023eOOO2l.o 03.700 00.700 0156700085070214:00001175.0003.6121-008.100033500009.0 o2.eoo 00.300 00.400 01567ooossoeO7l5:00000843.00 09.200027500006.0 00.:600 00.300 0156700085090314:3oooog3e.oo 27.009.200030000006.0 04.000 00.500 00.400 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04.000 01.200 0157356086022112:30003760.0004.3403.ZO7.350018000218.0 03.900 01.180 00.840 0157356O86O223lli5OOO4lO4*O004*Z504,006*800016@,'00094*0 05,500 01*940 00,900 0157356086022413:16002071.0003.2305.007.SO0021000309.0 04.000 00.720 00.540 01567oooe6021915%45007142.00 00172.00070.0 04.900 00.430 00.430 0156700OB6022007:40013850.00 03.5 0616800063.0 05.100 00.660 00.560 0156700086022017:00019Z30,00 03,0 0017000095*0 05*100 00,4"0 00,3110 OLE6700086022107:00022760.00 03.0 0017000086.0 04.200 00.560 00.560 01567000e6O22lie:30026120.00 03.800 00.940 00.600 OlZ6700086022210:30028690.00 07.710015600076.0 00.880 00.560 01@67000e6022215:3002eaeo.oo 07.e6OOl6OOOOqC.O 00.766 00.560 0156700086022310:300255001.00 03.1507.800016500095.0 03.QQO 00.840 00.540 0136700086022410:50015310.00 04.007.300017000034.0 03.400 00.820 00.340 0156700086022508:00012170.00 02.007.700016500036.0 03.600 00.740 00.430 OIZ7550084101916:30000072.00 19.008.100077ZOO013.0 17.000 oi.ioo oo.eoo 0157550084112011:05000144.00 06.007.900065000010.0 16.000 01.500 00.600 OIS7550084121312:00000173.0002.5909.007.600054000010.0 00.800 00.500 0157550oe5oll8l2:30000161.0002.4304.007.900059400003.0 13.000 oi.ooo oo.eoo 015755ooe5o23ll2:30000214.0002.6707.@,108,000051000011.0 09,800 00*900 0157550085032112:45000123.0002.3409.008.200056500006.0 13.000 00-800 00-800 OIE755OOeSO41SI2:00000095.5002.2117.008.000066.000009.0 14.000 02.000 00.600 OIS7550085050914:20000141.0002.4220.007.700060500020.0 12.000 00.900 00.700 Ol'j755OO85O4O6l3:'-3000010S.0002.2624.007.600060000024.0 13.000 01.500 01-500 OIZ755OOe5O7Oll3:1000007S.0002.0920.307..900082SO0025.0 15.000 01.400 00.700 D-7 015735003ZO70814:33000070.00 28.507.800096000013.0 34.000 01.700 01.000 OIZ755ooB5090214:00000078.00 27.008.000099000014.0 -"-.000 01.200 01.400 OlS7ssooe5lO24l2:30000121.0002."[email protected] 22.000 00.900 00.900 01575ZOO85121011:45000235.0002.7608-007.30004e5OOOO9.0 08.700 01.140 01.000 0157550086011413:30000051.8O,Ol.S2OO.OO8.OeOO95000008.0 20.400 01.940 01.700 0157550oe6O3O4lO:50000296.1003..0007.OOS.0000430 07.700 Ol.leO 01.100 DATA SRSC.STORM.B; INPUT @I STATION-8. @9 DATE YYMMOD6. @15 TIME TIMES. @20 TNH4 6.3 @26 REMTNH4 $1. 027 ONH4 6.3 033 REMONH4 $1. r @34 TNO23-6.3 @40 REMTP $1. @41 TP 5.3 @46 REMTP $1. @47 OP 5.3 @52 REMOP $1.- @53 DORTHOP 5.3 @58 REMORTHOP $1.; CARDS-, 0156800085110413:1500.050 00.030 00.800 0.090 0.030 0.010 0156800085110506:0000.080 00.050 01-300 0.160 0.040 0.040 ol5&eoooe5llO5O9:0000-090 00.060 0.1.300 0.290 0.060 0.040 0156wooen10513:4500.080 00.060 01.700 0.200 0.060 0.040 015680008EII0515:0000.080 00.050 01.800 0.240 0.060 0.040 0156800085110519:3000-100 00.070 03.000 0.300 0.060 0.040 0156800085110520:3000.100 00.070 02.000 0.190 0.060 0.050 0156800085110608:0000.060 00.040 03.200 0.120 0.060 0.040 0157675485092614:4500.320 00.360.05.300 1.000 0.970 0.880 0157675485092703:4500.270 00.270 04.700 o.geo 0.840 0.740 0157675485092708:1500.440 00.420 03.000 3.100 0.760 0.670 0157675485092712:4500.4eO 00.340 02.500 2.300 0.420 0.360 0157675485092716:3800.580 00.410 03.200 3.400 0.25a 0.200 01576754e5092721:050O.S10 00.420 03.200 3.800 0.290 0.240 0157675485092801:0500.720 00.570 02.400 4.400 0.270 0.210 0157675485092505:1500.680 00.540 02.100 3.200 0.220 O.ISO 0157675485092808:1000.500 00.400 02.000 2.300 0.230 o.ieo 01576754e5O928l5:4000.330 00.2SO 02.500 0.830 0.300 0.250 0157675485092911:5000.290 00.290 03.400 0.540 0.320 0.270 0157675485093010:3500.330 00.320 04.700 0.430 0.290 0.240 0157558SS5092613:4502.800 02.200 02.400 0.430 0.250 0.190 0157558585092702:3003.100 03.000 03.000 0.&00 0.200 0.140 015755e5e5O927O7:0000.600 00.700 01.300 0.990 0.210 0.160 015755s5e5O92710:3000.320 00.350 00.600 1.300 0.150 0.110 01575595S5092715:2000.370 00.240 01.700 1.200 0.190 0.150 015755a585092719:3800.210 00.190 07.500 0.690 0.220 0.100 0157s5e5esog2soo:2500.270 00.236 01.600 0.540 0.120 0.090 0157ZZ8585092804:0500.260 00.240 01.900 0.450 0.140 0.110 015755e5e5O92807:0500.250 00.240 02.100 0.430 0.130 0.100 01575SS585092817:5000.420 00.430 02.400 0.220 0.090 0.070 0157550OB5092612:5000.090 00.090 02.100 0.130 0.090 0.070 015755ooeZO9270S:0000.060 00.080 01.700 0.180 0.100 0.070 01575SO085092709:4000.150 00.120 01.500 1.200 0.150 0.110 01575SO085092714:2100.190 00.160 01.500 0.730 0.210 0.180 0156875085061609:1500.030 00.060 00.10OL0.030 0.01OL0.010L 015697508ZO61616:4500.070 00.070 00.100LO.050 0.01OL0.010L 0156875085061618:1500.120 00.070 00.200 0.050 0.01OL0.010L 01568730e5061620:1500.070 00.070 00.200 0.050 0.01OL0.010L 0156875085061622:4502.100 00.960 00.100LO.550 0.090 0.030 0156875085061707:1500.050 00.050 00.100LO.030 0.01OL0.010L 015687508506ieo2:15oo.loo 00.080 00.100LO.020 0.010LO.010L 0157toooe5o6l533:0200.190 00.050 00.100LO.060 0.01OL0.010L 0157100085061600:3200.050 oo.oeo 00.800 0.070 0.01OL0.010L 01571oooe5061601:2200.130 00.040 00.600 0.060 0.030 0.010L 0157100085061602:4700.150 00.01OLOO.900 0.060 0.020 0.010L 01571oooeZO61603:4500.110 00.020 00.900 0.100 0.010 0.010L 0157100085061606:0200.150 00.070 01.000 0.140 0.030 0.020 0137100085061609:3300.190 00.060 00.700 0.070 0.01OL0.010L 0157109085061520:0713.000 03.300 00.300 7.60Q 1.100 0.380 OIS710908ZO61522:4500.090 00.070 00.200 0.030.0.010 0.010L 0157109085061602:4500.680 00.610 01.200 0.320 o.oeo 0.060 0157109085061603:3002.800 00.320 00.10OL1.400 0.070 0.050 01571090eSO61604:3000.320 00.220 00.900 0.300 0.030 0.030 D-8 01571090a5061609:3000-640 06.540 01.000 0.220 0.080 0.060 0157109085061614:2200.170 00-150,00.600 0.220 0.070 0.050 0157100085092612:3000.070 00.050 00.400 0.040 0.020 0.010 0157100085092704:3000.080 00-070 00-100 0.230 0.020 0.020 0157100085092705:3000.110 00.040 00.200 0.300 O-OaO 0.060 0157100085092706.3006.140 00.060 00-200 0.160 0.040 0.030 01571oooe5o937O7:3000.100 00.040 00.200 0.140 0.040 0.030 0157100085092708:3000.120 00 . 050 00.500 0.160 0.100 0.090 0157loooSS091-709:3000.240 00.040 00.500 0.140 0.050 0.050 0157100085092710:3000.240 00.050 00.500 0.190 0.040 0.030 01571000e5092711:3000.150 00 . 030 00.600 0.460 0.050 0.040 01571oooe5092712:3000.160 00 . 040 00.700 0.450 0.040 0.030 0157100085092713:0000.130 00.030 00.700 0.300 0.050 0.030 0157100085092714:0000.180 00.040 00.600 0.300 0.040 0.020 0157loooe5O937lS:OOOO.l3O 00.040 00.700 0.260 0.050 0.030 0157100085092716:4500.150 00.070 oo.eoo 0.210 0.040 0.030 01571oooeSO92713:1500.160 00.070 00.900 0.190 0.060 0.040 0157100085092721:4500.110 00.060 00.900 0.150 0.050 0.030 0157100095093900:1500.090 00.050 01.000 0.100 0.040 0.020 0157100085092802:4500.090 00.030 01.000 0.130 0.040 0.020 0157356085092617:3000.OBO 00.070 04.900 0.080 0.050 0.040 0157356085092701:0000.070 00.070 04.400 0.070 0.040 0.030 0157356owo92704:3000.090 00.060 04.300 0.070 0.040 0.040 01573560850927oe:3000.060 00.070 03.900 0.080 0.040 0.030 0157356085092710:1500.070 00.060 03.600 0.100. 0.040 0.030 01573560e5O92713:4500.050 00.050 03.500 0.100 0.050-0.040 0157356085092719:3500.160 00.140 02.000 0.290 0.070 0.050 0157356oe5o92722:3000.160 00.120 01.500 0.920 0.070 0.050 0157356oe5og2soi:1000.240 00.230 01.700 0.920 0.080 0.060 01573560a5092804:2500.210 00.470 01.600 0.670 0.050 0.030 0157356Oe5O92307:0000.170 00.190 01.500 0.030 0.2tO 0.070 0157356oe5012S12:3000.180 00.140 01.900 0.270 0.030 0.020 0157356085092SIS:3000.140 00.120 02.100 0.180 0.030 0.020 0157356oesog2gog:oooo.130 00.130 02.700 0.100 0.030 0.030 0157356085093921:1500.110 00.110 03.300 O.OSO 0.030 0.030 0157356OB5093010:0000.080 00.080 03.600 0.070 0.030 0.030 01574000e5092614:4500.090 00.100 00.400 0.380 0.290 0.250 01574oooe5O92702:3000.070 00.070 00.500 0.350 0.300 0.270 0157400085092705:3000.050 00.050 00.500 0.340 0..300 0.260 0157400085092707:0000.080 00.060 00.500 0.350 0.300 0.250 0157400085092712:1500.160 00.110 01,400 O.e6O 0.600 0.530 01574000SZO92715:0000.670 00.610 01.700 1.500 0.780 0.670 0157400085092716:3000.200 00.180 01.000 0.790 0.360 0.290 0157400085092721:0500.180 00.150 00.900 0.490 0.'250, 0.220 01574OOOe5O92723:4500.170 00.120 00.900 0.410 0.240 0.210 0157400OS5092903iO560.100 00.060 00.700 0.340 0.150 0.130 015740OOeZO92805:4000.100 00.050 00.500.0.330 0.140 0.120 0157400085092811:0000.100 00.080 00.500 0.370 0.220 0.180 0157400085092820:0000.110 00.080 01.000 0.440 0.310 0.260 0157400085092907:3000.090 00.090 00.900 0.460 0.370 0.310 01574oooe5O939l9:1500.060 00.060 01.200 0.400 0.330 0.280 0157400085093008:4500.060 00.040 01.300 0.3BO 0.300 0.260 0157550085092718:2900.150 00.110 01.500 0.500.0.140 0.007 0157550085092723:4500.130 00.100 01.900 0.450 0.140 0.110 0157550085092803:0000.100 00.090 02.100 0.370 0.110 0.090 0157550085092806:3000.100 00.090 02.100 0.290 0.090 0.070 0157550085092817:0000.100 00.090 02.400 0.170 0.080 0.070 0157356086021814:3000.310 00.270 02.960 O.ZeO 0.060 0.026 01373S6O8602ieie:5ooo.zqo 00.280 02.420 0.300 0.070 0.030 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0.010LO.030 olt6Sooo8509040SS1500-010 00.050 00.500 0.040 0.050 0.010 0156soooe5lO2414:0000.030 00.030 00.400 0.023 0.01OL0.010 0156soooe5l2lOO8:3000.010 00.010 01.800 0.030 0.030 0.004 0156800086011410:0000.005 00.005 01.400 0.020 0.020 0.004 0156800086030415:1500-005 00-005 02.000 0.020 0.020 0.004 0157675486021812:3000.770 00.710 09.240 0.390 0.260 O.iSo 01576754e6021317:0000.660 00.660 08.580 0.370 0.250 0.150 01576754B6021921:2500.490 00.480 07.700 0.560 0.210 0.120 0157675496021901:4000.EOO 00.490 07.040 0.5!0 0.210 0.110 0157675486021905:3000.490 00.490 06.160 0.530.0.190 0.090 0157675486021909:5500.660 00.550 04.840 0.810 0.210 0.080 01576754S6022012:3000.500 00.490 06.600 0.430 0.230 0.170 0157675486022110:2500.430 00.490 07.260 0.3eO 0.270 0.170 01576754B6022210:2000.420 00.390 06.390 0.440 0.240 0.170 0157675486022414:4000.210 00.210 09.6eO 0.230 0.140 0.170 0157109084101910:0001.900 01.400 00.400 0.610 0.510'0.3eo 01571ogoe4112112:00 01.100 0.290 0.190 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00.OaO 02.100 0.040 0.010 0.040 0157356085070110:0000.060 00.090 03.100 0.050 0.030 0.030 01573560850eO717:3000.040 00.01OL04.100 O.OIOLO.OIOL 0157356085090411:3000.020 00.040 04.100 O.OSO 0.070 0.050 0157356oe5lO25O9:5500.030 00.030 03.500 0.060 0.040 0.030 0157356085121110:0000.100 00.100 03.500 0.070 0.060 0.029 01573S6086011414:2500.120 00.130 03.700 0.070.0.050 0.027 '0157356086030409:4000.115 00.105 04.IeO 0.060 0.050 0.020 0157100084101911:3500.01OLOO.020 00.400 OoO3O 0.010LO.030 0157loooe4ll2llO:0000.010LOO.OIOLOO.700 0.010LO.020 0.010L 0157100084121409:3000.040 00.01OL01.200 O.OIOLO.OIOLO.030 01571oooe5011709:4500.040 00.040 oi.ooo o.oao 0.030 0.020 0157100085022210:3000.OIOLOO.030 01.400 0.01OL0.01OL0.020 0157100085032211:15 00.060 0.060 0.040 01571000SE041911:0000.OIOLOO.010LOO.400 O.OIOLO.OIOLO.010 0157100085051010:0000.030 00.060 01.000 0.010 0.010 0.020 0157100095060514:3000.040 01.200 O.OIOLO.OIOLO.010L 0157100085070209:3300.070 00.070 00.800 0.030 0.010 0.010L 01571ooonceO711:4500.030 00.010LCO.600 O.OIOLO.OIOLO.040 0157100085090412:0000.060 00.500 0.050 0.360 0.360 0157100035102409:4500.040 00.070 00.300 0.030 0.030 0.010 0157100085121111:0000.030 00.020 01.300 0.020 0.020 0.009 D-10 0157200086011413:0500-005 00-005 00-820 0.030 0.010 0.007 oi57100OS6030413:3000.005 00-005 01-300 0-030 0-020 0-008 0157400084101913:4500.OIOLOO.020 00.400 O..IeO 0.140 0.140 0157400084112013:2500-080 00.01OL02-200 0.2SO 0.230 0.200 0157400084121314:3500.100 00.040 03.2DO 0.120 0.070 0.100 0157400085011715:0000-090 00-100 03-500 0.150 0.140 0.130 0157400095022114:2000.240 00.210 02-700 0.100 O.oeo o.iio 01574oooe5o32il4:4500.040 00.030 01.700 O-i3O 0.070 0.090 0157400085041815:0000.01OLOO-030 01-200 0.090 0.080 0.060 0157400085051009:5000.020 00.030 02.500 O.lZO 0.110 0.100 0157400085060512:2000.060 00 . 030 01.900 0.130 0.100 0.130 0157400085070112:0000.040 00.060 Ol.BOO 0.160 0.140.0.170 0157400085080715:3900.010 00.020 00-300 015740008509040924500.020 00.040 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0.040 0.020 0.010 0157050085121111:4500.070 00.070 01.600 O.OZO 0.030 0.014 0157050036030412:OOOC.020 00.020 01.100 O.OZO 0.030 0.018 0156800086021913:0000.100 00.100 01.980 0.070 0.040 0.017 0156300096021916:3000.125 00.120 01.980 0.070 0.040 0.021 01568000e6022008:0000.170 00.160 02.200 O.IZO 0.060 0.037 OIS6900036022015:5000.125 00.100 02.200 O.OSO 0.050 0.023 0156800086022106:3000.090 00.090 02.200 0.080 0,050 0.029 0156800086022212:0000.030 00.070 02.290 0.080 0.050 0.026 0156eOOO86022408:0000.OIOLOO.O30 02.200 0.040 0.030 0.014 0157400OS6021314:1500.170 00.170 02.600 0.23SO 0.120 0.060 01574000e6021818:3000.220 00.230 01.200 0.410 0.1,30 0.080 0157400096021821:4300.200 00.200 02.600 0.340 0.130 0.078 0157400086021900:3000.230 00.230 02.500 0.280 0.140 0.029 0157400086021904:0000.310 00.290 02.200 0.360 0.160 0.100 0157400086021907:1600.3ZO 00.350 02.400 0.390 0.170 0.060 0157400086022013:1500.3',3.5 00.325 02.860 0.330 0.150 0.110 01574oooe6O22009:0000.250 00.250 03.300 0.340 0.230 0.160 0157400086022307:3500.400 00.250 03.oeo o.26o o.lso o.ogo 0157400086022410:0500.120 00.120 03.740 0.130,0.130 0.060 0156875084112109:0000.120 00.OIOLOO.IOOLO.OIOLO.OIOLO.OIOL 0156875084121309:0000.030 00.OIOLOO.100LO.OlOLO.OIOLO.OIOL 015687SO85011714:0000.020 00.010 00.100LO.020 0.020 0.020 0156875085022211:4000.040 00.070 00.100 O.OIOLO.010LO.020 0156875085032213:i5oo.oeo 00.020 00.100LO.040 0.010LO.010L 0156e75Oe5O4l9l,^63:3000.OIOLOO.040 00.100 0.010LO.030 0.020 01'Z6875085051011:0000.01OLOO.040 00.100LO.020 0.040 0.010L 0156875085060516:22300.010 00.020 00.10OL0.01OL0.01OLO.OIOL 015687soeSO70113:3000.070 00.030 00.100LO.010 0.010 0.010L 0156e750e5080712:4500.020 00.OIOLOO.IOOLO.OIOLO.OIOLO.010L 0156875085090410:1500.040 00.030 00.200 0.040 0.040 0.010 0156875OS5102411:0000.040 00.030 00.OIOLO.OIOLO.OIOL 01568750e5121110:0000.120 00.010 00.040 0.020 0..020 0.004 0!56S75oe6oil4l2:lZOO.OOS 00.005LOO.040 0.020 0.010 0.003 015710009603141'a:3000.040 00.035 01.430 0.080 0.030 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OlZ7553535060414:48OO.S3O 00.480 03.400 0.200 0.130 0.130 OlS75585S5070112:0000.760 00.740 03.000 O.i3o o.iio o.oeo 0157553585090713:0000.730 00.670 022.700 0.110 0.090 0157558585090212:4501.900 01.800 02.600 0.530 0.490 0.460 D-12 015755858510241323000,370 00*370 02,500 0*190 0,090 0*070 0157558585121013:5400.710 00.710 04.400 0.120 0.090 0.059 01575t-SZ86011414:5000.660 00. 660 04.400 0.250 0.130 0.140 0157558586030411:5000.400 00.400 06-380 0.070 0.030 0.019 0156875086031410:4500.OOS 00.005 00-120 0.030 0.020 0.013 01568750.86031423:0000.010 00.010 00.160 0.030 0.030 0.006 0156875086031502:3000.010 00.010 00.160 O.OaO 0.010 0.005 0156875086031509:0000-010 00-010 00-120 0.030 0.010 0.004 0156S75086031516:3000.040 00.035 00.080 0.030 0.010 0.005 0156875086031523:0000.01S 00.020 00.100 0.020 0.020 0.006 OIS6875086031608:0000.035 00.035 00.080 0.030 0.01-0 O.Oto 0156875oe6031714:3000.005 00.005 00-OSO 0.020 0.020 0.004 OlZ7538ZS6021813:0000.770 00.600 03.520 0.350 0.120 0.059 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0155350085060415%1500.030 00.020 00.300 O.OIOLO.OIOLO.OIOL 015535ooew70211:3000.070 00.030 00.900 0.040 0.030 0.010 01553560850eOS12:2000.0SO 00.020 00.900 O.OIOLO.OIOLO.030 0155350085090313:3000.030 00.070 00.900 0.040 0.060 0.020 0155350085102512:0000.040 00.040 00.700 0.050 0.030 0.020 0155350085121012:0000.070 00.070 00.680 0.020 0.010 0.004 0155350086011512:5000,110 00*110 01*000 0*040 0*020 0.013 0155350086030511:4500.050 00.012 00.920 0.030 0.020 0.006 0157550084101916:3000.050 00.050 02.500 0.130 0.050 0.090 0157550084112011:0500.01OLOO.01OL02.900 0.120 0.070 0.060 0157550084121312:0000*140 00,110 03*900 0,080 0,030 0*060 0157550085011812:3000.oeo 00.090 03.600 0.100 0.070 0.060 0157=00e5023112:3000.120 00.130 03.800 0.110 0.090 0.090 015755ooesoa2il2:4500.070 00.070 03.500 0.070 0.070 0157550085041812:0000,OIOLOO*OIOL03,200 0*090 0*060 0*0_0 01575500e5OS0914:2000.030 00.030 03.300 0.070 0.060 0.050 0157S5OO85060413:2000.110 00.080 03.300.0.110 0.080 O.OSO 0157550085070113:1000.080 oo.oso oa.soo o.oeo 0.060 0.050 0157550085080714:3300.120 03.000 0.090 0157550085090214:0000.050 00.060 02.100 0.110 0.100 0.090 OlZ7550085102412:3000.060 00.050 02.400 0.100 0.070 0.0 60 0157550085121011:4500.110 00.110 03.900 0.090 0.060 0.035 0157550086011413i3OOO*lOO 00,100 03,500 0,110 0*070 0*040 0157550086030410:5000.275 00.260 05.940 0.050 0.020 0.014 0156700086021915:4ZOO.O45 00.040 01.980 0.060 0.030 0.016 0156700086022007:4000.095 00.080 01.980 0.110 0.040 0.024 0156700086022017:0000,075 00*070 01,9eO 0,110 0*040 0.023 0156700086022107:0000.100 00.090 01.980'0.110 0.040 0.021 01567000860221IS:3000.045 00.045 01.600 0.090 0.030 0.022 01567000e6022210:3000.050 00.045 01.600 0.090 0.030 0.023 015670008602221'4:3000*050 00*040 01,760 0*100 0,030 0,024 01567oooe6O22310:3000.060 00.050 01.660 o.oeo o.ogo o.oio 015670008602'-2410:5000.040 00.020 01.720 0.056 0.030 0.017 01567oooe6oz25oe:oooo.oao oo.o2o 01.900 0.060 0.040 0.023 0156700084102215:0000,050 00*030 01*100 0*070 0*060 0*060 OIE6700084112012:0000.lm-o 00.01OL01.300 0.070 0.050 0.040 D-13 0156700084121412:0000.030 00.01OL01.300 0.030 0.040 0.030 0156700085011813:3000.040 00.060 01.500 0.060 0.040 0.060 0156700085022113:0000.090 00.070 01-700 0.020 0-01OL0.030 0156700085032113:1500-070 00.050 01.400 0.130 0.01-0 0.020 0156700085041911:0000.010LOO.OIOLOI.500 0.050 0.030 0.050 0156700085050913:0000.01OLOO.020 01.400 0.040 0.020 0.020 01567oooe5O6O4l3:OOOO.O4O 00.020 01.500 0.050 0.060 0.060 01567oooe5070214:0000.090 00.010LOI-200 0.050 0.030 0.010L 01567000e5O8O7l5:0000.01OL01.600 00-200 0.01OL0.01OL0.870 0156700085090314:3000.020 00.010LOO.700 0.090 0.1oo 0.070 0156700085102412:3000.050 00.060 00.900 0.090 O.OeO 0.060 01567oooe5i2lloe:1500.OeO 00.080 01.700 0.050 0.040 0.023 0156700086011514:0000.053 00.OZ5 01-600 0.070 0.060 0.047 0156700086030513:4500.010 00.005 01.900 0.040 0.030 0.010 015755ooe6o2isi2:oooo-2,2o oo.22o 04-400 0.130 O.Oeo 0.023 0157550CS602iei6:3ooo.2i5 00.210 04.180 0.260 0.100 0.052 0157550086021820:2000.420 00.250 03.960 0.310 0.240 0157550086021901:3000.210 00.200 03.960 0.410 0.100 0.040 015755ooe6021903:0000.200 00.190 03.960 0.240 0.090 0.039 0157550086021905:5500.190 00.180 04.180 0.210 O.OeO O.IeO 01575500e6022011:1500.305 00.300 04.620 O-leO 0.080 0.050 0157550086022110:1500.140 00.140 05.260 0.150 0.090 0.060 0157550086022208:4000.100 00.090 04.e4O 0.120 0.060 0.033 0157550096022412:3500.090 00.090 05.500 0.100 0.050 0.031 0154050086031314:3000.105 00.10Z 00.990 0.130 0.030 0.010 0154050086031412:0000.100 00.100 00.940 0.070 0.060,0.022 v 0154050086031510:0500.110 00.100 01.040 0.440 0.030 0.006 0154050086031610:1500.100 00-080 00.800 0.190 0.040 0.017 0154owoe6031710:2000.17Z 00.137 00.740 0.140 0.030 0.010 0154o5ooe6031911:1500.095 00.085 00.840 0.230 0.180 0.169 01.54050086031910:0000.175 00.175 00.920 0.070 0.020 0.010 D-14 0 *TI: Dissolved Oxygen and Temperature Survey of the Lower Susuehanna River August 9th and 10th, 1979 *DS% In STORET, AGENCY COOE:42SBCWO *RR: None CBP.REPORT2 *PI: Susuehanna River Basin Commission *PO: 1721 North Front St. Harrisburg,. PA 17102 *PR: Stanley E. RLidisill 717-238-0425 Gregory E. Senko 717-238-0425 *PE% 9-9-79 to B-10-79 *GE: Susuehanna River-, Safe Harbor Reservoir, Holtwood Res., Conowingo Res. *GL: *AB: 35 river tpansects collecting samples from 6:00am to 8:00pm at depths of SurfaCe, 1, 2, 5, 10, 15, 20 meters, and off bottom. Collection of samples to define severity and areal extent of depr-essed 00 concentrations in the Lower Susuehanna River below Columbia, PA. Three hydroelectric facilities and associated reservoirs have created conditions that significantly decreases 00 concentrations as compared to the upstream free-flowing river. *STATION,LATITUOE,LONGITUDE,RIVER MILE,DESCRIPTION SUSGOI.0,393--17,760511,RMOI.0,SUSOUEHANNA RIVER IN MARYLAND SUSCOZ.3,3?3416,76OZ--2,RM02.3,SUSUEHANNA RIVER IN MARYLAND SUSG03.2,393451,760615,RM03.2,SUSUEHANNA RIVER IN MARYLAND SUS004.8,393ZZ3,760707,RM04.8,SUSUEHANNA RIVER IN MARYLAND SUS005.9,393637,760810,RM05.9,SUSGUEHANNA RIVER IN MARYLAND SUS1310,393945,761032,RM10,CONCWINGO RESERVOIR MARYLAND SUS1310,11,393945,761032,R!110,0,CONOWINGO OAM TAILRACE SUSCIO.3,393940,76103a,RMIO.3,CC@IOWINGO RESERVOIR MARYLAND SUSOIJ.9,39404e,761207,RM11.9,CCNCWINGO RESERVOIR MARYLAND SUS013.9,394201,761334,RM13.9,CONCWINGO RESERVOIR MARYLAND SUSCI!5*8,394324,7613',@5,R.115*3,CNOWIN130 RESERVOIR LANCASTER CO, PA* SUS017,394440,761422,RM17,CONCWING RESERVOIR LANCASTER CO. PA. SUS017.7,394518,761453,PM17.7,CCNCWINGO RESERVOIR LANCASTER CO. PA. SUSGIS.Z,394610,761t--4,RMIS.5,CCNCWINGO RESERVOIR LANCASTER CO. PA. SUS020*5,394709,76,626,RM20,5,CONCWINGO RESERVOIR LANCASTER CO *PA * SUS(2-,3.4,394807,7617E9,RM32.4,CCNOWING RESERVOIR LANCASTER CO. PA. SUS024,394903,761930,RM24,CCNCWINGO RESERVOIR LANCASTER CO. PA. SUSa24.3,394920,761938,RM24.S,CCNWINGO RESERVOIR LANCASTER CO. PA. SUS025,394940,762012,RM25,HOLTWOOD RESERVOIR LANCASTER CO* PA* SUS025.4,39ZO00,762035,RM25.4,HDLTWOOD RESERVOIR LANCASTER CO. PA. SUS02Z.9,395024,1-62057,RMZZ.9,HCLTWOOD RESERVOIR LANCASTER CO. PA. SUS026.5,395OZ3,762057,RM826.3,MOLTWOOO RESERVOIR LANCASTER CO. PA.- SUS027,31395139,762137,RM27*3,HOLTWOOO RESERVOIR LANCASTER C* PA, SUSG-,-.)8.4,3952091762224,RM23.4,HCLTWOOD RESERVOIR LANCASTER CO. PA. SUS029,395229,762237,RM29,HOLTWOOD RESERVOIR LANCASTER CO. PA. SUS030.8,39Z413,762-,326,RM30.8,HCLTWOOO RESERVOIR LANCASTER CO. PA. SUS031*5,395439,762252,RM3,*@,HOLTWOOD RESERVOIR LAN 'ASTER CO* PA* C SUS0322,39S45S,762304,RM3-@,HOLTWOOD RESERVOIR LANCASTER CO. PA. SUS032.3,39Z52O,762318,RM32.3,HCLTWOOD RESERVOIR LANCASTER CO. PA. SUSO33,39S515,7623Z9,RM33,SAFE HARBOR RESERVOIR SUS033.9,395538,762450,RM33.9,SAFE HARBOR RESERVOIR SUS034.8,39S603,76-.2603,RM34.a,SAFE HARBOR RESERVOIR SUS037,395702,762801,RM37,SAFE HARBOR RESERVOIR SU2S8C8237.9,39S2SOI,76228362,R4M37.9,SAF0E HARBOR RESERVOIR SUSa239*41,3918592282,7682906,RM39.1,SAFE HARBOR RESERVOIR SUS041.0,400039,7682942Z,8RM41.0,SAF2E HARBOR RESERVOIR SUS6043,4001368,7663059,RM43,SAFE HARBOR RESERVOIR *PA: PARAMETER,UNITS,CAS CODE,LABEL DO,4M634116L,NONE,O2I6SS6OLV6E00 NONE TEMP,DEG C,NONE,WATER TEMPERATURE DEPTH,METERS,NONE,SAMPLE DEPTH D-15 0 *Tl: RESULTS OF INITIAL SAMPLING OF HEAVY METALS & PESTICIDES FOUND IN STREAM BOTTOM SEDIMENTS IN THE SUSOUEHANNA RIVER BASIN *DS: IN STORET *RR: NONE *Pl: SUSOUEHANNA RIVER BASIN COMMISSION 0M-RE2PORT3 *PO: 1721 N. FRONT ST. HARRISBURG, PA. 17102 (717)238-0423 *PR: -JERRALO R. HOLLOWELL *P6E: OCT. 1974-NOV. 1974 *GE: SUSGUEHANNA RIVER BASIN *GL: *ASs THE SUSOUEHANNA RIVER BASIN COMMISSION IN COOPERATION WITH THE USGS INITIATED A SURVEILLANCE SYSTEM TO MONITOR THE ABSENCE OR PRESENCE OF METALS AND CHEMICAL CCMPOUNOS THAT ARE CONSIDERED TOXIC BY THE LATEST AVAILABLE INFORMATION. BECAUSE OF THE TENDANCY OF THESE SUBSTANCES TO BECOME ADSORBED ON THE SURFACE OF SUSPENDED SEDIMENT, ANNUAL SAMPLING OF STREAMeED SEDIMENT THROUGHOUT THE BASIN, DURING LOW FLOW, WOULD PROVIDE THE COMMISSION WITH AN INDICATION OF THE OC:URRENCE, TYPE AND MAGNITUDE OF TOXIC POLLUTANTS IN THE BASIN. SAMPLE COLLECTIONS WERT- TAKEN DOWNSTREAM OF KNOWN DISCHARGE POINTS WHERE THE STREAMeED MAO AN AZCUMULATION OF ALLUVIAL MATERIAL. .*ST: STATION,LATITUDE,LONS17UOE,RIVER MILE,OESCRIPTION 01565512,403540,773430,UNKNOWN,KISHACOCUILLAS CK. 0 LEWISTOWN, PA. 01567000,402942,770746,UNKNOWN,JUNIATA R. 0 NEWPORT, PA. 01569700,40124.r,2,771849,UNKNOWN,CCNODOGUINET CK. 0 GRIEDER BRIDGE 01573000,402409,763439,UNKNOWN,SWATARA CK. 9 HARPER TAVERN, PA. 01571105,401412,76ZI16,UNKNOWN,SUSOUEHANPIA R. 0 STEELTON, PA. 01571509,401254,765000,UNKNOWN,SUSOUEHANNA R NR NEW CUMBERLAND BELOW STP 015732,39SZ26,76Z92S,UNKNOWN,CONEWAGO CK. 9 EAST BERLIN, PA. Ol57Z5lO,39E903,76432i,UNKNOWN,CODCRUS CK. 0 N. YORK, PA ON RTE. 30 OIS763,0,400118,761314,UNKNOWN,CONESTOGA R. NR. LANCASTER, PA. 01576003,405903,76432&,UNKNOWN,SUSOUEHANNA R. @ COLUMBIA, PA. OIZ76010,400003,763004,UNKNOWN,SUSUEHANNA R. NR. WRIGHTSVILLE, PA. OIZ77ZlO,394502,76153Z,UNKNOWN,SUSUEHANNA R. NR. DELTA, PA. *PA: PARAMETER,UNITS,CAS CCOE,LAeEL SAND,%,NONE,PERCENTAGE OF SAND FRACTION SILT,%,NONE,PERCENTAGE OF SAND FRACTION CLAY,%,NONE,PECENTAGE OF CLAY FRACTION INORSC,%,7440440,INORSANIC CARBON ORSC,%,7440440,ORGANIC CARBON TOROC,%,7440440,TOTAL CARBON INORSN,MS/KG,17779890,INCRGANIC NITROGEN ORGN,MG/KG,17778880,ORSANIC NITROGEN TN,MG/KG,17778eeo,TOTAL NITROGEN EXAL,UG/G,7429905,EXTRACTABLE ALUMINUM EXCD,UG/0,7440439,EXTRACTABLE CADMIUM EXCS,UG/6,7440473,EXTRACTABLE CHROMIUM EXCC,US/6,7440484,EXTRACTABLE COBALT EXCU,UG/G,7440508,EXTRACTABLE COPPER EXCN,UG/6,57125,EXTRACTABLE CYANIDE EXFE,UG/G,7439896,EXTRACTA8LE IRON EX6P0S,6U0G/06,74399021,EXTRACTABLE LEAD EXMN,U2G/66,743989625,6EXTRACTABLE MANGANESE EXN6I,2U6G/6G,74400620,EXTRACTABLE NICKEL EXA0G,8U2G/6G,744022624,6EXTRACTASLE SILVER EXZN,U2S/63,74406466,2EXT8RACTABLE ZINC TAS,8U2G/2G,744032822,T2OTAL ARSENIC TH0G,6U6G/06,74399786,TOTAL MERCURY TSE,U6G/2G,7728224962,T2OTAL SELINIUM AL2ORN,U2G/K8G,3O920022,AL--RIN 2C8L8R2ONE,U2G/KG,457749,C0HLCROANE 2OOO,8U6G0/K6G,7225488,2O2DO, 600E,UG/K6G,7222Z2Z9,2O6OE 6O0OT,U6G/K0G,030293,2O2OT 24D-16 DDR IN, US/KG, 60571, DIEI-Df(-!N EDRIN,UG/KG,7--208,ENDRIN HEPEPOX,UG/KG,1024573,HEPTACHLOR EPOXIDE HEPCLR,UG/KG,76448,HEPTACHLOR LONE,UG/KG,58899,LINOANE PCB,UG/KG,2767792,PCB PCN,UG/KG,UNKNOWN,PCN TCXPHNF-,UG/KG,eool352,TOXAPHENF- D-17 TI: Summary of data from a toxics screening survey of the Lower Susquehanna River and major tributaries DS: In STORET RR: None PI: Susquehanna River Basin Commission PO: 1721 N. Front Street Harrisburg, PA 17102 717-238-0425 PR: Charles S. Takita Sanitary Engineer PE: June 1981-Sept. 1981 GE: Lower Susquehanna River GL: AB: Monthly base flow samples and samples after significant runoff periods were collected at 22 sites in the Lower Susquehanna River Basin and analyzed for heavy metals, harbicides, and insecticides. Concluded the quality of water is very good with respect to heavy metals and organic contaminants. ST: STATION, DESCRIPTION, LATITUDE, LONGITUDE POW87.9, Powell's Crrek @ Bridge. 1.7 miles above mouth, 402509, 765736 SUS086.5, Susquehanna R. @ Clarks Ferry Bridge, RM 86.5, 403357, 770031 JUN86.4, Juniate R. @ Bridge near mouth, 402409, 770047 SHE95.1, Shermans Ck @ Bridge RM 3.1, 402409, 770457 CON73.0, Conodoguinet CK @ Rt. 15 Bridge near mouth, 401616, 765453 PAX69.1, Paxton Ck @ RR Bridge RM 0.1, 401440, 765143 YEB68.4, Yellow Breeches Ck @ Greenlane Bridge, 401329, 765354 SUSQ61.5, Susquehanna R. upstream of Hill Island, 400946, 764345 SWA61.3 Swatara Ck. @ Bridge RM 0.1mi, 401120, 764359 WCON56.1, @. Conswago Ck. @ Bridge near York Haven, 400637, 764240 COY51.7, Conoy Ck. @ Bridge 0.5 RM, 400505, 763945 COD04.7, Codorus Ck. near Springettsbury STP RM7.7, 400107, 764115 COD09.8, Codorus Ck. @ Rt. 30 Bridge above York STP RM 9.8, 395901, 764325 COD16.6, Codorus CK @ 1st Bridge above Indian Rock Dam, 395508, 764549 CHI44.9, Chickies CK. @ RT. 441 Bridge, 400319, 763133 CNG32.4, Conestoga R. @ Rt. 441 Bridge RMO.9, 395620, 762315 PEQ29.9, Pquea Ck. @ PP&L Rec. Park Bridge RM 1.5, 395356, 762032 MUD21.7, Muddy Ck @ Bridge near Castle Fin RM 3.0, 394623, 761859 SUSQ15.9, Susquehanna River near MD-PA State Like, 394324, 761355 SUSQ10.8, Susquehanna River @ Conowingo Dam Tailrace, 393945, 761032 Oct09.3, Octoraro Ck. @ Rowlandsville Bridge Md., 393942, 760853 PA: PARAMETR, UNITS, CAS CODE, LABEL STREAM, CFS, NONE, INSTATANEOUS, STREAMFLOW TAS, UG/L,7440382, TOTAL ARSENIC TBE, UG/L,7440417, TOTAL BERYLLIUM TCD, UG/L,7440439, TOTAL CADMIUM TCR, UG/L,7440473, TOTAL CHROMIUM TCU, UG/L,7440508, TOTAL COPPER TPB, UG/L,7439921, TOTAL LEAD TTL, UG/L,7440280, TOTAL THALLIUM TNI, UG/L,7440020, TOTAL NICKEL TAG, UG/L,7440324, TOTAL SILVER TZN, UG/L,7440666, TOTAL ZINC TSB, UG/L,7440360, TOTAL ANTIMONY TSE,, UG/L,7482492, TOTAL SELENIUM CHLRFORM, UG/L,67663, WHOLE WATER CHLOROFORM TPHENOLS, UG/L, NONE, TOTAL RECOVERABLE PHENOLICS TOLLUENE, UG/L, 108983, TOLUENE IN WTR SMPLE GC-MS, HESADECONDE EXTR METHYLCL, UG/L,75092, TOTAL METHYLENE CHLORIDE TETRACHL, UG/L,127184, TOTAL TETRACHLOROETHYLENE ATRZ, UG/L, 1912249, ATRAZINE EN WHOLE WATER SAMPLE ONBPHYH, UG/L,84732, WHOLE WATER DI-N-BUTYL PHTHALATE TRICHLOR, UG/L, TRICHLOROETHYLENE-WHOLE WATER SAMPLE ALPHABHC, UG/L, 57749 CHLORDANE (TECH MIX & METABS) INE WHL WATER SMPLE DIAZ, UG/L, 333415, DIAZINON IN WHL WATER SMPLE D-18 LONE,UG/L,588999 LINDANE IN WHL WATER SMPLE CIPENOL,UG/L,NONE,TOTAL METHYL PHENOL TRIDECOL,UG/L,NONE,TOTAL TRIDECANOL MEBZCA,UG/L,NONE,TOTAL METHYLESTER/BENZENE DICARBOXYLIC ACID THG,UG/L,7439976,TCTAL MERCURY AS MERCURY lM2ESENZ,UG/L,611143, 1-METHYL-2-ETHYLEENZENE PCLTOLU,UG/L,106434,1@-METAYL-4-CHLOROSENZENE NUNDECA,UG/L,1120214,TCTALN-UNDECANE NTRIOEC,UG/L,629505,TCTAL N-TRIDELANE LAURIC,UG/L,143077,TOTAL LAURIC ACID NHYDECN,UG/L,544763,TOTAL N-HEXADECANE TETRADEC,UG/L,544639,TCTAL TETRADECANOIC ACID NHEPTHO,UG/L,629787,.TOTAL N-HEPTADECANE NOCTADE,UG/L,593453,TOTAL N-OCTADECANE PALMITIC,UG/L,57103,TCTAL PALMITIC ACID NONDECAN,UG/L,629925,TOTAL NONADECANE ALACHLOR,UG/L,15972608,TOTAL ALACHLOR DICHLOROEE,UG/L,25323302, TOTAL DICHLOROETHENE DICHLOROSE,UG/L,25331226,TOTAL DICHLOROBENZENE INDOLE,UG/L,120729,TOTAL INDOLE DIMETHYLD,UG/L,624920,TOTAL OIMETHYL DISULFIDE DICHLOROEA,UG/L,1300216,TOTAL DICHLORDETHANE CISDICL,UG/L,156592, TOTAL CIS-1 2-DICHOROETHENE TRICLETH,UG/L,25323S91,TOTAL TRICHLORDETHANE D-19 TI: Water quality and chemical loads of the susquehanna river at Harrisburg, PA. April 1980 to March 1981 DS: In storet RR: None PI: U.S. Geological Survey PO: Water Resources Division P.O. Box 1107 Harrisburg PA. 17108 717-782-3813 PR: David K. Fishel PE: April 1980 to March 1981 for study Oct. 1890 to Present on discharge for historial record Oct. 1944 to Present on water quality for historical record GE: Susquehanna River, Harrisburg, PA., Walnut St. Bridge, City Island GL: AB: Provides quantitative and qualitative Information on chemical, phyiscal, and biological water quality characteristics of the Suquehanna River @ Harrisburg, PA. Study results provide information to evaluate the ef- fects of existing and future land use, water use, and regional economic development in the Susquehanna River basin on the water quality of the Chesapeake Bay. Depending on parameters analyzed, samples were taken bi- weekly, weekly, monthly, and during storms. Samples were depth inte- graded from six verticles in the east channel and six verticles in the west channel around city island. ST: Station, LAT., Long., River Mile, Description 01570500, 401517, 765311, Unknown Susquehanna River @ Harrisburg PAL 81 parameters including general inorganics, physical, nutrients, phyto- plankton, trace metals, major ions, herbicides, and insecticides D-20 0 TI EFFECTS OF SPECIFIC LAND USES ON NONPOINT SOURCES OF SUSPENDED SEDIMENTS, NUTRIENTS, AND HERBICIDES - PEOUEA CREEK BASIN, PENNSYLVANIA 1979-1980 *Os: IN STORET *RR: NONE CBP.REPORT6 *PI: U.S. SEC'_OGICAL SURVEY *PC: FEDERAL BUILDING P.O. BOX 1107 HARRISSURG,_PA. 1710a *PR: PATRICIA L. LIETMAN 717-782-3860 JANICE R. WARD 717-782-3798 T. E. BEHRENDT 717-782-3780 *PE: MAY 1979 TO DECEMBER 1980 FOR STUDY MAY 1979 TO MAY l9el FOR HISTORIC RECORD *GE: SUSQUEHANNA RIVER BASIN, PENNSYLVANIA, SCUTH CONESTOGA VALLEY, PEQUEA CK. BASIN SL: M:N. LAT: 394700 LONG: 754500 MAX. LAT: 400500 LONG: 7.!)2300 **AS: TO DETERMINE THE EFFECT OF VARIOUS LAND '_'SES (FOREST, CORNFIELD, RSSIOEN- TIAL, PASTURE) ON WATER QUALITY OF RECEIVING STREAMS BY MEASURING STREAM- FLOW AND CONCENTRATIONS OF SUSPENDED SEO:MENTS, NUTRIENTS, ORGANIC CAR- SON, AND HERBICIDES. SAMPLES COLLECTED :JRING eASEFLOW AND STORM FLOW.- *ST: STATION,LAT.,LONG.,RIVER MILE,DESCRIPTICI 01576787,3?54,-@1,761943,UNKNOWN,PEOUEA CRT_T_K @ MARTIC FORGE 01576799,395328,76lel4,UNKNOWN,PEOUEA CK. TRIS. NEAR MT. NEBO 01576782,395933,761117,UNKNOWN,SITE #2 ON PEOUEA CK. 0 STRASBURG 01576783,3?5800,7617-j3,UNKNOWN,SOOOS RUN TRIS. @ WEST WILLOW OIZ76732,395800,761642,UNKNOWN,GOOCS RUN TRIS. @ WILLOW ST. 01516771,39592S,"61114,UNKNOWN,SITE #1 ON PEOUEA CK. 0 STRASBURG *PA: PARAMETER,UNITS,CAS COOE,LAeEL SEDSUS,MS/L,NONE,SUSPENCED SEDIMENT S-6.ONO,UMHOS,NONE,SPECIFIC CONDUCTANCE TNH4,MG/L,NONE,TOTAL AMMONIUM ONH4,MG/L,NONE,OISSOLVED AMMONIUM TNH40RGN,MG/L, NONE, TOTAL AMMONIUM & ORGA_'.'IC NITROGEN ONH4CRGN,MG/L,NONE,OISSOLVE_0 AMMONIUM & :RGANIC NITROGEN TNC2,MG!L,177798S0,TOTAL NITRITE.AS NITROGEN ONCZ,MG/L,17778320,013SOLVEO NITRITE AS NITROGEN TNC23,MG/L,17778880,TCTAL NITRITE & NITRATE AS NITROGEN ONC:23,MG/L,17778830,DISSOLVEO NITRITE & NITRATE AS NITROGEN TP,MS/L,7723140,TOTAL PHOSPHORUS AS P OP,MG/'-,7723140,OISSOLVED PHOSPHORUS AS P TORTHOP,MG/L, 7723140, TOTAL ORTHOPHOSPHA-,z AS P DORTHCP,MG/L, 7723140, DISSOLVED ORTHOPHO2SPHATE AS P OORGC,MG/L,744044O,oissoLvEo ORGANIC CAFSON AS C SORGC,MS/L,7440440,SUSPENOED ORGANIC CARBON AS C ALACHLOR,US/L,15972608,TOTAL ALACHLOR AMETRYNc_,UG/L,834129,TQTAL AMETRYNE (GESAPAX OR EVIK) ATRZ, US/L, 1912249, TOTAL ATRAZINE IN WHOLE- WTR SMPLE ATRATON,UG/L,1610179,TOTAL ATRATON --YANAZIN,UG/L,21725462,TCTAL CYANAZINE 6N WHOLE WTR SMPLE CYPRAZIN,UG/L,NONE,TOTAL CYPRAZINE PRMETRYN,UG/L,287196,TCTAL PROMETRYNE PROMETON,UG/L,16ioeo,TOTAL PROMETONE PROPAZNE,US/L,139402,TOTAL PROPAZINE SIMAZIN6E,U2G/L, 810223349, TOTAL SIMAZIN6E IN 0@4E4iOLE WTR S4MPL6E SIM6ET2ONE,U2G/L,673041,TOTAL SIMET2ONE SIM6ETRYM,UG/L,1014706,TOTAL SIM6ETRYNE IN WHOLE WTR SMP8L0E STREAM,CF2S,NONE,2D2IS2CHAR8GE D-21 *TI: APPRAISAL OF STREAM SEDIMENTATION IN THE SUSQUEHANNA RIVER BASIN *OS: IN STORET *RR: NONE CBP.REPOR *PI: U.S. GEOLOGICAL SURVEY T7 *PO: FEDERAL BUILDING P.O. BOX 1107 HARRISBURG, PA 17108 *PR: KENNETH F. WILLIAMS LLOYD A. REED, 717/783-3732 *PE: 1962 TO 1967 *GE: SUSQUEHANNA RIVER BASIN, BELOW SUNBURY *GL: *AB: MEASURES SEDIMENT YIELDS IN THE SUSQUEHANNA RIVER BASIN FROM SAGES HAVING DRAINAGE AREAS OF 100 TO 800 SO. MI. *ST: STATIONILAT,LONG,RIVER MILE,OESCRIPTION OISS5500, 403640,765444, UNKNOWN, EAST MAHANTANGO CK. NEAR DALMATIA PA. 01559000,402905,7SO110,UNKNOWN,JUNIATA R. @ HUNTINGC:)N PA 01560000,400418,723934,UNKNOWN,OUNNING CK 2 BELDEN PA C1565000,403915,773500, UNKNOWN, KISHACOCUILLIS CK 0 FEEDSVILLE PA 01567000,402342,770746,UNKNOWN,JUNIATA R. 0 NEWPORT PA 01567500,402215,77-009,UNKNOWN,S4-XLER RUN NEAR LOYSV:LLE PA 01568000,401924,771009,UNKNOWN,SHERMANS CK 9 SHERMANS DALE PA 01570500,401517, 765311, UNKNOWN, SUSQUEHANNA R. @ HARRISBURG PA OIS7 !ZOO, 401329, 765254, UNKNOWN, YELLOW BREECHES CK NEAR CAMP LHILL PA 0151-3000,402409,763439,UNKNOWN,SWATARA CK @ HARPER TAVERN PA 01574000,400455,764310, UNKNOWN, W. CONEWAGO CK. NEAR MANCHESTER PA 01575000,396q=14,764457, UNKNOWN, SOUTH BR. CODORUS CK NEAR YORK PA 01576SOO, 400300, 761639, UNKNOWN, CONESTOGA CK 0 LANCAS-!-ER PA - 01562000,401257,7elES6, UNKNOWN, RAYSTOWN eR. JUNIATA R. @ SAXTON PA *PA: PARAMETSR,UNITS,CAS COOE,LAeEL WTEMP,DSG C,NONE,WATER TEMPERATURE FLOW,CFS,NONE,MEAN AVG. FLOW SCOND,UHMOS,NONE,SPECIFIC CONDUCTANCE SUSPSED,TONS/DAY,NCNE,SUSPSNOEO SEDIMENT DISCHARGE BEDLOAD.25,% FINER THAN MM,NONE,BEDLOAD SEDIMENT SIUEE DIAM. % (0.25MM BEDLOAD.50,% FINER THAN MM,NONE,BEDLOAD SEDIMENT SIEVE DIAM. % (O.5OMM BEDLOAD1.O,% FINER THAN MM,NONE,BEDLOAD SEDIMENT SIEVE DIAM. % (1.0MM BEDLOAD2.0,% FINER THAN MM,NONE,BEDLOAD SEDIMENT SIEVE DIAM. % (3.OMM BEDLOAD4.0,% FINER THAN MM,NONE,BEDLOAD SEDIMENT SIEVE DIAM. % (4.OMM BEDLOAD9.O,% FINER THAN MM,NONE,BEDLOAD SEDIMENT SIEVE DIAM. % (S.OMM BEDLOAD16.0,% FINER THAN MM,NONE,BEDLOAD SEDIMENT SIEVE DIAM. % (16.OMM BEDLOA032.0,% FINER THAN MM,NONE,BEDLOAD SEDIMENT SIEVE DIAM. % (33.OMM BEDLOAD64.0,% FINER THAN MM,NONE,BEDLOAD SEDIMENT SIEVE DIAM. % (64.OMM BEDLAND129,% FINER THAN MM,NONE,BEDLOAD SEDIMENT SIEVE DIAM. % (12S.OMM BEDLAND256,% FINER THAN MM,NONE,BEDLOAD SEDIMENT SIEVE DIAM. % (256.OMM D-22 TI: SUSPENDED SEDIMENT DISCHARGE IN FIVE STREAMS NEAR HARRISBURG, PA * BEFORE, DURING, AND AFTER HIGHWAY CONSTRUCTION *DS: IN STORET CBP.REPORT8 *RR: NONE *PI: U.S. GEOLOGICAL SURVEY *PO: FEDERAL BUILDING * P.O. BOX 1107 * HARRISBURG, IPA 17108 *PR: LLOYD A. REED 717/782-3732 *PE: OCT 1969-SEPT 1976 *GE: SUSCUEHANNA RIVER BAISN, CONODOGUINET CK. BASIN *GL: MIN. LAT: 401712 LONG. 765642 MAX, LATI 401830 LONG. 770100 *AS: COLLECTION OF SEDIMENT AND STREAM FLOW DATA TO EVALUATE EFFECTS OF HIGHWAY CONSTRUCTION ON SUSPENDED SEDIMENT DISCHARGES IN STREAMS. MOST EFFECTIVE SEDIMENT CONTROL WAS OFF-STREAM PONDS. SAMPLES COLLECTED EVERY 15 MINUTES DURING STORMS AND TWICE WEEKLY DURING BASEFLOW. *ST: STATION,LAT,LONG,RIVER MILE, DESCRIPTION 01570100,401727,765938,UNKNOWN,CONODOGUINET CK. TRIB #1 NEAR ENOLA 01570200,401721,765835,UNKNOWN,CONODOGUINET CK. TRIB #2 NEAR ENOLA 01570300,401805,765657,UNKNOWN,CONODOGUINET CK, TRIB #3 @ ENOLA 01570230,401744,765755,UNKNOWN,CONODOGUINET CK. TRIB #2 NEAR ENOLA 01570260,401747,765751,UNKNOWN,CONODOGUINET CK. TRIB #2 NEAR qENOLA *PA: PARAMETER,UNITS,CAS CODE,LABEL FLOW,OFS,NONE,MEAN DAILY FLOW MSEOCONC,MG/L,NONE,MEAN SUSPENDED SEDIMENT CONCENTRATION SEDLOAD,TCNS/DAY,NONE,SUSPENDED SEDIMENT DISCHARGE SUSSED,MG/L,NONE,SUSPENDE SEDIMENT D-23 *TI: ENVIRONMENTAL MONITORING & SURVEILLANCE PROGRAM: A REPORT OF AQUATIC * ECOLOGY STUDIES CONDUCTED IN THE VICINITY OF FOUR POWER PLANTS BY * BIOLOGISTS FROM PENNSYLVANIA POWER & LIGHT COMPANY AND PENNSYLVANIA * DEPARTMENT OF ENVIRONMENTAL RESOURCES. *DS: PPL/DER.BRUNNER1 *RR: PPL/DER.BRUNNER2 CBP.REPORT9A *PI: DEPARTMENT OF ENVIRONMENTAL RESOURCES *PO: BUREAU OF WATER QUALITY MANAGEMENT * 200 NORTH 3RD ST. * HARRISBURG, PA * 717/787-2666 *PR: ROBERT J. SCHOTT, DER; G.G. MILLER, DER; P.E. BRONNER, DER; R.B. DOMERMUTH, PPL; W.F. SKINNER, PP&L. *PE: NOVEMBER 1980-1981 *GE: SUSCUEHANNA RIVER BASIN, BRUNNER ISLAND S.E.S., LANCASTER COUNTY *GL: MIN. LAT. 400330 LONG. 763900 MAX. LAT. 400800 LONG. 764300 *AS: A COOPERATIVE AND ON-GOING MONITORING AND SURVEILLANCE STUDY CONCENTRATING ON WATER QUALITY, FISH AND MACROINVERTEBRATE SAMPLING. OBJECTIVE WAS TO DETERMINE THE IMPACT OF NORMAL PLANT OPERATIONS UPON THE AOUATIC ENVIRONMENT. DATA WAS COLLECTED SEASONALLY TO FORM A BASELINE FOR ASSESSING CHRONIC EFFECTS OF NORMAL PLANT OPERATIONS. *ST: STATION,LAT,LONG,RIVER MILE,DESCRIPTION BRUNNER01,400639,764232,UNKNOWN,N. BRUNNER IS. BELOW CONEWAGO CK. BRUNNER02,400755,764257,UNKNOWN,CFF PUBLIC ACCESS S. CONEWAGO FALLS BRUNNER03,400527,764113,UNKNOWN,CONFLUENCE OF RIVER AND THERMAL DISCHRG. BRUNNER04,400558,764108,UNKNOWN,MIDCHANNEL @ N. TIP OF HALDEMANN IS. BRUNNERO5,400435,764036,UNKNOWN,S. BRUNNER IS. ABOVE BLACK GUT R. BRUNNER06,400508,764010,UNKNOWN,EAST SHORE DOWNSTREAM OF BAINBRIDGE BRUNNER07,400339,763919,UNKNOWN,WEST SHORE S. TIP OF ELY IS. BRUNNER08,400434,763935,UNKNOWN,ADJACENT TO QUARRY AREA @ LOCUST GROVE BRUNNER8A,400408,763943,UNKNOWN,MIDCHANNEL @ N. TIP OF ELY IS. *PA: PARAMETER,UNITS,CAS CODE,LABEL WTEMP,DEG C,NONE,WATER TEMPERATURE PH,S.U.,NONE,PH IN FIELD 00,MS/L,NONE,DISSOLVED OXYGEN SCOND,UMHOS/CM,NONE,CONDUCTIVITY IN FIELD PHLAB,S.U.,NONE,PH IN LAB, @ 25C SCONDLAB,UMHOS/CM,NONE,CONDUCTIVITY IN LAB @ 25C TRES,MS/L,NONE,TOTAL RESIDUE NFRES,MS/L,NONE,NON-FILTERED RESIDUE FRES,MG/L,NONE,FILTERABLE RESIDUE CHARD,MG/L,471341,HARDNESS @ CACOS TFE,MS/L,7439996,TOTAL IRON DFE,MG/L,7439S96,DISSOLVED IRON TMN,MS/L,7439965,TOTAL MANGANESE MN,MqS/L,7439965,DISSOLVEO MANGANESE TCU,MS/L,7440508,TOTAL COPPER OCU,MS/L,7440508,DISSOLVED COPPER TZN,MG/L,7440666,T0TAL ZINC DZN,MG/L,7440666,DISSOLVED ZINC TAL,MG/L,7429905,TOTAL ALUMINUM DAL,MG/L,7429905,DISSOLVED ALUMINUM TAS,MG/L,7440392,TOTAL ARSENIC DAS,MG/L,7440382, DISSOLVED ARSENIC TSE,MG/L,7722429, T0TAL SELENIUM DSE,MG/L,7782429, DISOLVED SELENIUM DATA PPL/DER.BRUNNER1; INPUT @1 STATION $9. @10 DATE YYMMDD6.@ 16 WTEMP 4.1 @20 PH 4.2 @24 DD 4.2 @28 SCOND 3.0 @31 PHLAB 4.2 @35 SCONDLAB 3.0 @32 TRESIOUE 3.0 @41 NFRESIDUE 3.0 @44 FRESIDUE 3.0 @47 CHARD 3.0 @50 TFE 4.2 @54 DFE @5. 059 TMN 4.2 063 DMN $5. @68 TCU 4.2 @72 DCU $5.; CARDS; BRUNNER0181061823. 57. 307. 702007. 552304040643920821 33=0 290. 12=0.050. 01 <0.01 BRUNNER0281061824.58.007.202737.202352460522240842.41=-0.120.33=0.040.01<0.01 D-24 BRUNNER0481061824.07.907.901907.301551600121581561.27(0.050.27=0.050.01<0.01 BRUNNER0681061825.08.007050 7.452252340101320811.60=0.050.26=0.020.01<0.01 BRUNNER0881061827.08.207.901637.45230 0812.30=0.120.35=0.020.02<0.01 BRUNNER0381061834.50.706.702357.552752640581880812.32=0.140.18=0.050.01<0.01 BRUNNER0581061833.07.206.603207.602253120801420852.55=0.130.20=0.030.01<0.01 BRUNNER0781061830.08.106.402307.602102500441220781.31=0.050.13=0.020.01<0.01 BRUNNER0181090122.27.457.402707.55243 1821560863.18=0.090.27=0.010.02=0.01 BRUNNER0281090123.28.407.203528.15378 0142601540.37<0.050.22(0.010.01<0.01 BRUNNER0481090123.28.558.003308.30375 0222561540.51<0.050.22<0.010.01<0.01 BRUNNER0681090123.58.907.803308.45368 0122461450.36(0.050.18<0.010.01<0.01 BRUNNER0881090123.08.756.003158.50335 0022461370.37<0.050.18<0.010.01<0.01 BRUNNER0381090134.08.656.303687.80312 0702001221.53=0.060.23=0.030.01=0.01 BRUNNER0581090126.07.806.703427.95355 0022401400.41<0.050.14=0.030.01<0.01 BRUNNER0781090128.07.656.20 7.70325 0262081240.81<0.050.28=0.070.01<0.01 ; DATA PPL/DER,BRUNNER2; INPUT @1 STATION $9. @10 DATE YYMMDD6. @16 TZN 4.2 @20 DZN 4.2 @24 TAL $4. @28 DAL $4. @32 TAS $6 @38 DAS $7. @45 TSE $5. @50 DSE $5.; CARDS; BRUNNER018106180.030.01=0.7<0.3<0.010<0.0100<0.01<0.01 BRUNNER028106180.050.02=0.7<0.3<0.010<0.0100<0.01<0.01 BRUNNER048106180.030302=0.5>0.3>0.040>0.0100>0.01>0.01 BRUNNER068106180.020.02=0.5<0.3<0.010<0.0100<0.01<0.01 BRUNNER088106180.030.01=0.7<0.3<0.010<0.0100<0.01<0.01 BRUNNER038106180.030.01=1.2<0.3<0.010<0.0100<0.01<0.01 BRUNNER058106180.020.02=1.4<0.3<0.010<0.0100<0.01<0.01 BRUNNER078106180.020.01=0.7<0.3<0.010<0.0100<0.01<0.01 BRUNNER081109010.020.02=1.9<0.3=0.008=0.0068<0.01<0.01 BRUNNER028109010.010.01<0.3<0.3<0.005<0.0050<0.01<0.01 BRUNNER048109010.020.01<0.3<0.3<0.005<0.0050<0.01<0.01 BRUNNER068109010.020.01<0.3<0.3<0.005<0.0050<0.01<0.01 BRUNNER088109010.020.01<0.3<0.3<0.010<0.0050<0.01<0.01 BRUNNER038109010.060305=0.7<0.3<0.005<0.0050<0.01<0.01 BRUNNER058109010.020.01<0.3<0.3=0.025=0.0197<0.01<0.01 BRUNNER079109010.020.01=0.3<0.3=0.011=0.0098<0.01<0.01 ; D-25 *TI: ENVIRONMENTAL MONITORING & SURVEILLANCE PROGRAM: A REPORT OF AQUATIC * ECOLOGY STUDIES CONDUCTED IN THE VICINITY OF FOUR POWER PLANTS BY * BIOLOGISTS FROM PENNSYLVANIA POWER & LIGHT COMPANY AND PENNSYLVANI * DEPARTMENT OF ENVIRONMENTAL RESOURCES *DS: PPL/DER.SUNBURY1 CBP.REPORT9B *RR: PPL/DER.SUNBURY2 *PI: DEPARTMENT OF ENVIRONMENTAL RESOURCES *PO: BUREAU OF WATER QUALITY MANAGEMENT * 200 NORTH 3RD * HARRISBURG, PA. * 717-787-2666 *PR: ROBERT J. SCHOTT, DER; G.G. MILLER, DER; P.E. BRONNER, DER; R. B * DONIERMUTH, PP&L; W.F. SKINNER, PP&L *PE: NOVEMBER 1980-1981 *GE: SUSQUEHANNA RIVER BASIN, SUNBURY S.E.S., NORTHUMBERLAND COUNTY *GL: MIN. LAT. 404830 LONG. 764800 * MAX. LAT. 405050 LONG. 765100 *AB A COOPERATIVE AND ONGOING MONITORING AND SURVEILLANCE STUDY CONCEN- * TRATING ON WATER QUALITY, FISH AND MACROINVERTEBRATE SAMPLING. OBJEC- * TIVE WAS TO DETERMINE THE IMPACT OF NORMAL PLANT OPERATIONS UPON THE * AQUATIC ENVIRONMENT. DATA WAS COLLECTED SEASONALLY TO FORM A BASELINE * FOR ASSESSING CHRONIC EFFECTS OF NORMAL PLANT OPERATIONS. *ST: STATION, LAT.,LONG.,RIVER MILE, DESCRIPTION * SUNBURY 01,405048,764848,UNKNOWN, W. SHORE @PUBLIC ACCESS AREA NR. STP * SUNBURY 02,405009,764933,UNKNOWN, W. SHORE BELOW OF SNSES THERMAL DISCHRG * SUNBURY 03,404954,764927,UNKNOWN, W. SHORE OF BYERS IS. UDR TRANS. LINES * SUNBURY 04,404939,765002,UNKNOWN, @. CONFLUENCE OF ROLLING GREEN RUN & RIVER * SUNBURY 05,404843,765049,UNKNOWN, W. SHORE @ N. TIP OF ISLE OF QUE *PA: PARAMASTER, UNITS, CAS CODE, LABEL * WTEMP,DEG C,NON,WATER TEMPERATURE * PH,S.U.,NONE,PH IN FIELD * DO,MG/L,NONE,DISSOLVED OXYGEN * SCOND,UMHOS/CM,NONE,CONDUCTIVITY IN FIELD * PHLAB,S.U.,NONE,PH IN LAB @ 25C * SCONDLAB,UMHOS/CM,NONE,CONDUCTIVITY IN LAB @25C * TRES,MG/L,NONE,TOTLAL RESIDUE * NFRES,MG/L,NONE,NON-FILTERED RESIDUE * FRES,MG/L,NONE,FILTERABLE RESIDUE * CHARD,MG/L,471341,HARDNESS @ CACOS * TFE,MG/L,7439896,TOTAL IRON * DFE,MG/L,7439896,DISSOLVED IRON * TMN,MG/L,7439965,TOTAL MANGANESE * DMN,MG/L,7439965,DISSOLVED MANGANESE * TCU,MG/L,7440508,TOTAL COPPER * DCU,MG/L,7440508,DISSOLVED COPPER * TZN,MG/L,7440666,TOTAL ZINC * DZN,MG/L,7440666,DISSOLVED ZINC * TAL,MG/L,7429905,TOTAL ALUMINUM * DAL,MG/L,7429905,DISSOLVED ALUMINUM * TAS,MG/L,7440392,TOTAL ARSENIC * DAS,MG/L,7440382,DISSOLVED ARSENIC * TSE,MG/L,7782429,TOTAL SELENIUM * OSE,MG/L,7782429,DISSOLVED SELENIUM DATA PPL/DER.SUNBURY1; INPUT @1 STATION $9. @10 DATE YYMMDD6. @16 WTEMP 4.1 @20 PH 4.2 @24 DD 4.2 @28 SCOND 3.0 @41 NFRESIDUE 3.0 @44 FRESIDUE 3.0 @47 CHARD 3.0 @50 TFE 4.2 @54 DFE $5. @59 TMN 4.2 @63 DMN 5.2 @68 TCU $5. @73 DCU $5.; CARDS; SUNBURY0181091622.08.409.752007.452242000061900840.28(0.050.1200.07<0.01<0.01 SUNBURY0281091626.87.608.352237.352211680081540830.33<0.050.1500.08<0.01<0.01 SUNBURY0281091626.87.308.352237.352211380081540830.33<0.050.1500.08<0.01<0.01 SUNBURY0481091624.570608.202307.402541760061740780.32<0.050.1700.11<0.01<0.01 SUNBURY0581091625.07.608.002177.352361880161800780.36<0.050.1700.08<0.01<0.01 D-26 DATA pPL/DER.SUNBURY2; INPUT @1 STATION $9. @10 DATE YYMM006. @16 TZN 4.22 @20 DZIN 4.2 @24 TAL $4. @28 DAL $4. @32 TAS $6. @38 DAS $6. @44 TSE $5. @49 OSE $5.; CARDS; SUNBURY018109160.010.02(0.3(0.3(0.005(0.005(0.01(0.01 SUNSURY038109160.010.01(0.3(0.3(0.005(0.005(0.01(0.01 SUNSURY028109160-010.01(0.3(0.3(0.005(0.005(0.01(0.01 SUNeURY048109160-010.01(0.3(0.3(0.005(0.005(0.01(0.01 SUNSURY056109160-020.01(0.3<0.3(0.005(0.005(0.01(0.01 D-27 *TI: A WATER UALITY INVESTIGATION OF THE CODORUS CREEK WATERSHED *DS: IN STORET, AGENCY CODE: 1113VABD *RR: NONE *PI ENVIRONMENTAL PROTECTION AGENCY CBP.REPORTIO *PO FIELD INVESTIGATION SECTION * SURVEILLANCE & ANALYSIS DIVISION * REGION III * PHILADELPHIA, PA *PR ERNEST A. KAEUFER, P.E. *PE: AUGUST 18, 1971-NOVEMBER 12, 1971 *GE: SUSUEHANNA RIVER BASIN, CODORUS CREEK WATERSHED *GL: MAX LAT. 400500 LONG. 770000 MIN LAT. 394000 LONG. 760300 *AB: THE WATER UALITY STUDY WAS INITIATED TO DETERMINE EXISTING CONDITIONS * OF THE CODORUS CK. WATERSHED NECESSARY TO ESTABLISH A WASTEWATER * MANAGEMENT PLAN. THE STUDY'S OBJECTIVE WAS TO: 1) ESTABLISH BASE-LINE * RECORD OF WATER UALITY, 2) DETERMINE CHARACTERISTICS AND RATES OF * NATURAL PURIFICATION OF CODORUS CK. AND ITS TRIBUTARIES, 3) DETERMINE * PATTERNS OF POLLUTION DOWNSTREAM FROM WASTE DISCHARGE, 4) ESTIMATE * WASTE ASSIMILATION CAPACITIES, AND 5) ESTIMATE WASTE REDUCTIONS NECES- * SARY TO MEET WATER UALITY REUIREMENTS. *ST: STATION,LATITUDE,LONGITUDE,RIVER MILE, DESCRIPTION * COROOI,400307,763853,0.6,CODORUS CK. NR. CODORUS FURNACE * COR005,400106,764141,5.0,CODORUS CK. NR. GLADES * COR005(STP),400107,764120,4.8,SPRINGETTSBURY STP OUTFALL TO CODORUS CK. * COR007,400039,764238,6.7,CODORUS CK. NR. EMIGSVILLE * COR009(STP),395917,764343,9.0,YORK STP OUTFALL TO CODORUS CK. * COR001,395817,764343,10.6,CODORUS CK. @ YORK BRIDGE I-83 * COR014,395601,7645l7,14.4,CODORUS CK. NR. WEST YORK * WC0016,395521,76451112,16.2,W. BR. CODORUS CK. NR. INDIAN ROCK DAM * WC0019,395516,764753,18.7,W. BR. CODORUS CK. NR. NEW SALEM * WC0022,395345,764845,21.8,W. BR. CODORUS CK. NR. STOVERSTOWN * WC0024,3953l4,765012,23.7,W. BR. CODORUS CK. NR. NASHVILLE * WC0025(IWP),395242,765047,24.5,P.H. GLATFELTER INDUSTRIAL OUTFALL * WC0026(STP),395224,765134,25.8,SPRING GROVE STP OUTFALL * WC0027,395202,765211,26.2,W. BR. CODORUS CK. SOUTH OF SPRING GROVE * WCO028,395146,765331,28.1,W. BR. CODORUS CK. @ MENGES MILLS * WC0033,394914,765238,32.6,W. BR. CODORUS CK. NR. CODORUS STATE PARK * WC0034,394838,765226,33.6,E. BR. OF W BR CODORUS CK NR CODORUS STATE PARK * SCOOOO,395512,764457,0.3,S. BR. OF CODORUS CK. @ YORK CO. PUMPING STATION * SC0007,395118,764617,7.2,S. BR. OF CODORUS CK. @ SEVEN VALLEYS * SC0014,394910,764537,14.4,S. BR. CODORUS CK. NR. LARUE * SC0015 (STP),UNKNOWN,UNKNOWN,15.7, GLEN ROCK STP OUTFALL SCO016,39473Z,764356,16.3,S. BR. COOOFUS CK. @ GLEN ROCK ECOOOO,395343,764435,0.05,E. SR. COOCRUS CK. 0 REYNOLDS MILL MILOOO,395856,764326,0.01,MILL CK. IN N. YORK MILOOS,395436,7638065,8.3,MILL CK. IN YORK MIL009(STP),395408,763716,9.1,RED LION STP OUTFALL OIL000,395148,76Z332,0.2,01L CK.. 0 MEN3ES MILLS OIL005,394909,765648,4.8,CIL CK. NR. YORK RD. OIL006(STP),UNKNOWN,UNKNOWN,6.0,PENN TWP. STP OUTFALL *PA: PARAMETER.UNITS,CAS CODE,LASEL PH,SU,NON6F.,pH IN FIELD ALK,MG/L,N2ONE,ALKALINITY AS CAC03 SC6ON6D,UHOMS,N6ONE,C6ON6DUCTIVITY COLOR,SU,NONE,COLOR UNITS T8UR6B6I6D,JTU,N6ON6E,TUR2SIDITY WTEMP,2D2E2GC,NONE,WATER TEMPERATURE TORGC,M2S/L,7440440,T6OTAL ORGANIC CAR6S2CN 2C8O2D,M8G/2L,N8ONE,CAR6e8ONACEOUS OXYGEN DEMAND 020,M2G/8L,772883447,2DI2SSOLVE2D OXYGEN STREAM,CFS,N8ONE.2IN2STANTAN6E6OUS STREAMFLOW TKN,M8G/L,17778828890,TOTAL KJEL2OAHL NITR2C2GEN TORGN,M6S/L.177728286980,TOTAL ORGANIC NITROGEN TAMMONIA,MG/L,1777884SS40,T8OTAL AMMONIA AS N D-28 TNO2,M3/L,1777S8a0,T0TAL NITRATE AS N TN03,MS/L,1777SSSO,TCTAL NITRATE AS N TP,MG/L,7723140,TOTAL PHOSPHORUS AS P TORTHROP,MG/L,772314C,ORTHOPHOSPHATE AS P TSOLID,MG/L,NONE,TOTA'- SOLIDS SSOLID,MG/L,NONE,SUSFT-NDED SOLIDS OSOLIDS,MS/L,NONE,DIS7zOLVED SOLIDS TFE,MS/L,7A.39896,TOTAL IRON TCU,MS/L,744osoe,TOTAL COPPER TZN,MG/L,7440666,TOTAL ZINC TMN,MG/L,7439965,TOTAI- MANGANESE TAL,MS/L,7429905,TOTA'- ALUMINUM TCA,MG/L,7440702,TOTAI- CALCIUM TMG,MS/L,7439954,TOTAL MAGNESIUM THG,UG/L,7439976,TCTAI- MERCURY TCL,MG/L,168G7006,TO7AL CHLORIDES TS04,MG/L,14SOS798,TCTAL SULFATE TANLIG,MG/L,9005532,7ANNINS + LIGNINS CLRES,MG/L,773--505,TCTAL CHLORINE RESIDUES 6001,MG/L,NONE,2-DAY SOO SOO5,MG/L,NONE,5-DAY BCD E:OD7,MG/L,NONE,7-0AY SOD eOD8,MG/L,NONE,8-OAY SOD eOD10,MG/L,NONE,10-DAY SOD eOO11,MG/L,NONE,11-DAY 600 BOD14,MG/L,NONE,14-DAY SOD eOD17,MG/L,NONE,17-DAY 800 SOD20,MG/L,NONE,20-DAY SOD D-29 *TI: WATER GUALITY OF THE SWATARA CREEKK BASIN, PA. *DS: SWATARA..USGSIA ORR: SWATARA.USGS18 CBP.REPORT1 OPT: U.S. GEOLOGICAL SURVEY *PO: WATER OUALITY BRANCH FED. BLDG. HARRISBURG,-PA. 17108 *PR: E.F. MCCARREN, J.W. WARK, AND J.R. GEORGE *PEt 1?59 *GEs SUSaUEHANNA RIVER BASIN, SWATARA CK BASIN *GL: MIN LAT. 400800 LONG. 760900 MAX LAT. 404400 LONG. 770000 *AS: SWATARA CREEK IS THE FARTHEST DOWNSTREAM SUSBASIN THAT DRAINS ACID WATER FROM ANTHRACITE,COAL MINES.. SAMPLES WERE COLLECTED DURING HIGH AND LOW FLOWS AND ANALYZED FOR COMMON DISSOLVED PROPERTIES OF WATER. THE HYDROLOGIC PROCESSES OF DILUTION, CHANGES IN CHEMICAL COMPOSITION OF MINE OVERFLOW WATER, AND THE NEUTRALIZATION OF THE ACID SEGMENTS OF SWATARA CREEK WERE OBSERVED. *ST: STATIONILATITUDE,LONSITUDE,RIVER MILE,OESCRIPTION SWAOI,401200,764300,UNKNOWN,SWATARA CK 0 MIDDLETOWN SEV01,401553,764359,UNKNOWN,tEAVER CK 0 HUMMELSTOWN SPROI,401700,76404Z,UNKNOWN,SPRING CK NR. UNION DEPOSIT MANOI,401822,764010,UNKNOWN,MANADA CK 0 SAND BEACH OUIOI,402059,763SS7,UNKNOWN,OUITTAPAHILLA CK 0 SYNER SWA02,402445,76294Z,UNKNOWN,SWATARA CK 0 JONESTOWN LSWOI,402446,762702,UNKNOWN,LITTLE SWATARA CK NR. JONESTOWN LSWO2,402607,761801,UNKNOWN,LITTLE SWATARA CK NR. MT. AETNA FISOI,403138,762eO3,UNKNOWN,FISHING CK NR SUEOSERG LLS01,403213,762242.UNKNOWN,LOWER LITTLE ;WATARA CK 0 MARSTOWN ULSOI,4033S4,762206,UNKNOWN,UPPER LITTLE SWATARA-CK NR.. PINE GROVE SWA03,403428,762410,UNKNOWN,SWATARA CK 0 RAVINE LOR01,403Zl5,762536,UNKNOWN,LORBERRY CK 0 LORe5RRY JUNCTION LRHOI,403534,762441,UNKNOWN,LOWER RAUSCH CK 9 RAUSCH BLKOI,403530,762336,UNKNOWN,BLACK CK NR. TREMONT SSP01,403744,762315,UNKNOWN.GOOD SPRING RUN NR. TREMONT *PA: PARAMETER,UNITS,CAS CODE,LAeEL FLOW,CFS,NONE,MEAN DISCHARGE WATER SIO2,PPM,7631869,SI!-ICA TAL,PPM,7429905,ALUMINUM TFE,PPM,7439896,IRON TMN,PPM,,MANGANESE TMG,PPM,7439954,MAGNESIUM TNA,PPM,744023Z,SODIUM TK,PPM,7440097,POTASSIUM HC03,PPM,71-.033,BICARSONATE TS04,PPM,14eO8798,SULFATE TCL,PPM,16887006,CHLORIDES TF,PPM,16984488,FLUORIDE TNO3,PPM,17778880,NITRATE DSOLIDS, PPM, NONE, DISSOLVED SOLIDS RESIDUE@ 180 DEGREES C. CHARO,PPM,471341,CARSONATE HARDNESS NCHARD,PPM,471341,NONCARBONATE HARDNESS SCOND,UMHOS,NONE,SPECIFIC CONDUCTIVITY PM,S.U.,NONE,pH IN FIELD COLOR,S.U.,NONE,COLOR DO,PPM,7782447,DISSOLVED OXYGEN DATA SWATARA.USGSlA; INPUT 01 STATION S5. 96 DATE YYMMDD6. 012 FLOW 6.1 018 WTEMP 2.0 020 SIO2 4.1 024 TAL 3.1 *27 TFE 4.2.031 TMN 4.2 035 TCA 4.1 039 TMG 4.1 @43 TNA 4.1 @47 TK 3.1 050 HC03 3.0 053 S04 5.1 058 TCL 4.1 062 TF 3.1 065 N03 4.1 069 RESIDUE 3.0 @72 CHARD 3.0 075 NCHARD 3.0; CARDS; SWA015S04251160.06407.1 0.050.0034.005.203.21.7059034.003.50.206.413SO82033 D-30 SW40,5807170456*07607*1 0*020,0036*00@*205,53"0094036,007*0 09,017011 2035 SWA015904230502.05905.2 0.140.0424.005.804.01.6057034.004.50.014.0126084038 SWA01590822 84 120044.0 142 SWA015908270427.08007.1 0.030.0024.007.207.43.eO96032.007.30.2oe.8172115036 SWA01590829 76 090044.0 116 SWA01590905 66 043033.0 069 SWA01590912 57 073041.0 102 SWA01590919 48 114054.0 14B SWA01590926 65 116059.0 1SA SWA01591003 64 042040.0- 073 SWA015910070220-07407.2 0.000.0033.008.408.83.0030050.007.60.106 .9167117052 SWA01591010 57 103046.0 116 SWA01591017 53 oago5e.o 132 SWA01591024 64 050053.0 090 SWA01591101 05404-2.0 090 SWA01591114 57 061048.0 100 SWA01591129 42 057043.0 09:2 SWA01591128 44 060035.0 086 MAN015804250033.660 025009.101.8 01.1 02.7007 MAN015807170081.274 035007.102.0 02.1 034006 MANOlS9O4230028.45loe.6 0.070.0208.402.702.51.0030007.101.90.003.905403"-100e MAN015908270021.77707.5 0.060.0016.003.503.32.5056013.004.00.202.90900.wj5OO9 MAN015910070002.4 03.4 0.000.0014.003.803.82.0056019.004.00.101.4OSlO5lOO5 SPRO15eO4250039.569 191027.007.0 22.0 20004,1V SPRO15SO7170041.878 169031.009.1 14.0 180042 SPRO15904230029.96512.0 0.040.0059.006.904.92.1170029.005.80.01S.0217176036 SPRO15909300037.5S409.6 0.030.0056.007.707.44.5166032.007.90.216.0232171035 SPRO15910060032.oelOS.6 0.000.0059.009.106.82.5167039.007.40.113.0231185048 SEV01580425002'.-1.864 073030.007.3 03.4 088029 SEV015807170007.571 105025.009.0 03.8 109022 eEVOIS904230017.5540'Q-.4 0.060.0225.006.603.81.5072028.006.80.109.6127090031 E'EV015908270051.27609.8 0.090.0125.005.105.53.0070024.007.30.106.1138084026 BEV015910070003.6 OS.9 0.010.0143.008.309.93.0133033.012.00.102.9182142033 SWAO'[email protected] 00.9 043041 SWA025aO7l6O4O2.07807.90.40.000.0022.002.802.51.5004067.001.0 01.1 069065 SWA025904220286.06209.0 0.010.6709.606.601.90.9004049.001.20.001.70BOOZ1048 SWA035908270076.47706.9 0.060.0216.006.703.32.5006059.002.90.104.0135069063 SWA02591007008'-1.07408.0 0.001.0015.009.105.01.8003079.003.4O.lC2.9l2'-aO75O73 GUI015804250123.05711.0 0.010.0669.017.008.34.5198060.009.00.220.0313242030 OU1015907170088.36410.0 0.020.00/@4.0l.-D.010.04.9209059.011.0 *18.0 234064 OUI015904220085.05907.9 0.040.0372.015.016.04.4206071.013.00.018.0321241072 OUI015908260047.26elO.0 0.020.0078.015.01B.06.0'-318078.015.00.124.0361256078 OUI015910070045.96810.0 0.010.017e.014.02S.08.0218097.014.00.225.0370252074 LLS015804240077.758 008006.701.7 02.7 011005 LLS015807160043.074 012007.702.5 13.0 020010 LLSOI-5904220038.54907.1 0.070.0104.001.702.10.5012002.401.80.007.303:@fOI7007 LLS015908260003.08006.8 0.020.0004.102.402.21.5022005.102.60.000.7048020002 'LLS015910080013.76704.9 0.030.0004.902.704.01.501SO09.503.20.104.4043023008 FIS015eO7160037.977 004012.000.5 00.3 010007 LSWO25eO424003e.e59 029014.002.4 02.5 035011 LSWO25807160010.276 071011.003.8 03.0 067009 LSWO25904220022.75007.5 0.160.0113.003.402.31.0036013.002.9 06.5069046017 LSWO25908270020.37306.2 0.350.0920.003.603.35.0060015.004.80.106.8130065016 LSWO25910080004.37404.9 0.020.0023.004.405.02.8082015.004.20.202.5101076009 LSWO15804240139.05906.4 0.020.0317.002.703.01.5046016.002.80.405.0098054016 LSWO15807160057.5eolo.o 0.000.0026.003.804.02.6080013.005.0 - 07.5120081015 LSWO15904220073.2SeO7.1 o.oeo.0117.004.403.51.4053015.003.60.009.6092061017 LSWO15908270215.07706.8 0.270.0416.002.103.35.0039015.004.00.loe.3111049017 LSWOls9looeoo24.07306.7 0.020.0229.004.006.73.2089018-003-00-207.0112099016 LRHO15SO424 58 000277.003.5 00.3 237237 LRHO1580716 67 000337.001.1 00.1 280280 LRHO15904210002.158 0.04 002247.004.0 00.3367245244 LOPOISS0424 5a 000077.000.3 00.0 063063 LOR01580716 70 00203e.000.6 00.4 03SO37 LOR015904210014.323 0.03 002090.001.0 00.1111066065 LOR015908260001.67511.0 0.010.4820.013.003.21-3004105.001.00-100.2164104iOO D-31 LOR015910070004.46410.01.00.012.0014.013.003.21.2ooooge.004.00.100.4147oegoeg SWA035904220114.05010.0 0.142.0046.002-201-80-8000134.002.00.000.3204124124 SWAO3Z908260013-67612.04.30.103.6041.023.004.31-5000237.oo3.10.100-e369197197 SWA035910080028-16312.04.70.103.0036.027.003.21.5000252.002.00.100.33445-01201 ULS015804240031.466 012006.901.9 03.8 016006 ULS015807160044-682 02400t.502.1 00.7 021002 SSPOI5804240031.55810.04.50.0903.S34.023.002.51-5000222.002.00.400.7342228328 GSP015807160011.47712.02.50.2100.045.031.003.62.0000273.006.0 00.0 273273 GSP015904240010.256 0.06 000148.002.0 00.122512el2e GSP015908260001.77518.04.82.3003.539.030.003.52.0000276.003.80.200.5448221221 sspoisglooeOO04.66ZI3.OZ.20.2202.934.038-OOS.02.0000268.003.00-200-2360200200 BLK01590424 53 0.07 005.101.0 00-2048011000 DATA SWATARA.USGSlB; INPUT 01 STATION $5. @6 DATE YYMMOD6. @12 SCOND 4.0 016 PH 4.2 @20 COLOR 3.0 @23 00 4.1; CARDS-, SSP01580424OZ363-50003 SSP0158071606623.45005 BSPOI59042403924.0000208.4 SSP0159082606903.20003 aspol5glooe06513.35005 LRHO15eO424O6643.40002 LRHO158071607583.50003 LRHO159042105t64.700030Z.4 LOR0158042401954.05002 LOR0158071601095-10027 LOR0159042101814.7000304.4 LOR0159OS2602416.10005 LOR0159100702404.15002 SWA0359042203384.1000309.e SWA0359082605573.60002 SWA0359100805853.45003 ULSO.'58042400476.90003 ULS0159071600616.60005 LLS0158042400396-10003 LLS0158071600636.10080 LLS0159042200437.1000110.e LLS0159082600536.70003 LLS0159100800786.50003 FIS0158071600395.90004 LSWO258042400896.70007 LSWO258071601597.10017 LSWO259042200957.9000311.1 LSWO259082701556-90110 LSW0259100801837.40003 LSWO158042401296.70007 LSWO158071601867.00005 LSWO159042201338.1000410.1 LSWO159082701346.70110 LSW015910080'2377.30002 SWA0258042401024.90002 SWA0258071601695.40003 SWA0259042201275.4000209.1 SWA0259082701755.80017 SWA0259100701905.50003 QUI0158042504827.50004 QUI0158071705027.30005 QUI0159042205117.9000310.1 QU10159082605607.70005 QUI0259100705907.40006 MANOi5eO42500686.80003 MANOIW071700856.90040 MAN0159042300747.eOO0309.7 MANOIE9092701367.40020 MAN0159100701526.80003 D-32 SPRO158042504067.50003 SPRO158071703827.60005 SPRO15'904230365S.oooo5oe-a SPRO159082003787.40007 SPRO159100603887.50003 BFV0158042502037.00004 SEV015eO71702587.50015 BEV0159042302018-5000210-2 BEvol59082702066.80023 BEV0159100703287.70008 SWA015eO42501916.90007 SWA0158071702656.soooe SWA0159042302007.4000310.0 SWA0159082203277.30 SWA0159082702717.20010 SWA0159082902707.20 SWA0159090501736.90 SWA0159091202427.30 SWA0159091903367.60 SWA0159092603497.60 SWA0159100301807.00 SWA0159100702707.20 SWA0159101002637.20 SWA0159101703037.20 SWA0159102402276.90 SWA0159liO102136.80 SWA0159111402357.10 SWA0159112102147.10 SWA0159112902096.30 D-33 *TI: PROGRESS REPORT OF HYDROLOGY AND SEDIMENTATION IN eIXLER RUN, COREY I. CREEK, AND ELK RUN WATERSHEDS, PENNSYLVANIA *DS: IN STORET *RR: NONE CBP.REPORT12 *PI'- U.S. GEOLOGICAL SURVEY *PO: WATER OUALITY FEDERAL BUILDING HARRISSURG,-PA 17108 *PR: J. K. CULBERTSON *PE: APRIL 1954 TO SEPTEMBER 1955 OGE: SUSOUEHANNA RIVER BASIN, BIXLER RUN *GL: MIN LAT 402000 LONG 771900 MAX LAT 402800 LONG 773300 *Ae: HYDROLOGY AND SEDIMNETATION OF THREE SMALL WATERSHEDS WHERE SOIL CONSERVATION PRACTICES ARE APPLIED. WATER IN BIXLR RUN, COREY CREEK AND ELK RUN WAS LOW IN DISSOLVED SOLIDS DURING STUDY. WATERS ARE OF SECONDARY ALKALINE TYPE WITH CALCIUM AND MAGNESIUM BICARBONATE BEING THE MAIN DISSOLVED CONSTITUENTS. *ST: STATION,LATITUOE,LONSITUOE,RIVER MILE,OESCRIPTION 01567500,402215,772409,2.3,BIXLER RUN NEAR LOYSVILLE *PA: PARAMETER,UNITS,CAS COOE,LAeEL STREAM,CFS,NONE,rNSTANTANECUS DISCHARGE CONC,MG/L,NONE,SEDIMENT CONCENTRATION SEDSUS,TONS/DAY,NONE,SUSPENDED SEDIMENT DISCHARGE WTEMP,DEG C,NONE,WATER TEMPERATURE D-34 *TI: HYDROLOGY AND SEDIMENTATION OF eIXLER RUN BASIN, CENTRAL PENNSYLVANIA *DS: IN STORET *RRt NONE *PI: U.S. GEOLOGICAL SURVEY CBP.REPORT13 *po: FEDERAL SLOG. P.O. BOX 1107 HARRISBURG, PA 17108 7171782-3732 *PR: LLOYD A. REED *PE: FEeRUARY 1954 TO SEPTEMeER 1969 *GE: SUSQUEHANNA RIVER BASIN, eiXLER RUN BASIN *GLI MIN LAT 407000 LONG 771900 MAX LAT 402800 LONG 773300 *AS: RAINFALL, STREAMFLOW, STREAM CHEMICAL, AND SEDIMENT DISCHARGE DATA FROM AN AGRICULTURAL AREA IN WHICH SOIL CONSERVATION TECHNIQUES WERE BEING ADOPTED AT A MODERATE RATE. SEDIMENT YIELDS AVERAGED 64 TONS PER SQUARE MILE PER YEAR, APPROXIMATELY 25% LESS THAN YIELDS FROM THE SURROUNDING AREA. SOIL CONSERVATION MEASURES THAT WERE ADOPTED ARE APPARENTLY LIMITING THE AMOUNT OF SEDIMENT AVAILABLE TO THE STREAM. *ST: STATION,LAT.,LONG.,RIVER MILE,DESCRIPTION 01567500,402--315,772410,2.3,BIXLER RUN NEAR LOYSVILLE PA *PA: PARAMETER,UNITS,CAS COOE,LASEL WTEMP,OEG C, NONE,WATER TEMPERATURE STREAM,CFS,NONE,INSTANTANEOUS DISCHARGE SEDSUS,TONS/DAY,NONE,SUSPENDED SEDIMENT DISCHARGE CONC,MG/L,NONE,CONCENTRATION SSED.002,MM,NONE,% FINER THAN .002 MM SSED.004,MM,NONE,% FINER THAN .004 MM SSED.008,MM,NONE,% FINER THAN .00a MM SSED.016,MM,NONE,% FINER THAN .016 MM SSED.031,MM,NONE,% FINER THAN .031 MM SSED.062,MM,NONE,% FINER THAN .062 MM SSED.12S,MM,NONE,% FINER THAN .125 MM SSED.250,MM,NONE,% FINER THAN .250 MM ;SED.500'MM,NONE,% FINER THAN .500 mm SSED1.0,MM,NONE,% FINER THAN 1.00 MM SSEOZ.0,MM,NONE,% FINER THAN 2.00 MM FLOW,CFS,NONE,MEAN DISCHARGE MSEDCONC,MG/L,NONE,MEAN CONCENTRATION SEDLOADJONS,NONE,LOAD SIc2'MG/L,763la69,TOTAL SILICA TFE,MG/L,7439896,TOTAL IRON TMN,MS/L,7439965,TQTAL MANGANESE TCA,MG/L,7440702,TOTAL CALCIUM TMG,MG/L,7439954,TOTAL MAGNESIUM TNA,MG/L,7440235,TOTAL SODIUM TK,MS/L,7440097,TOTAL POTASSIUM HCO3,MG/L,71523,SICARBONATE TS04,MG/L,14808798,TCTAL SULFATE TCL,MG/L,16eS7006,TOTAL CHLORIDES TF,MG/L,16984488,TOTAL FLUORIDES TNO3,MG/L,17778aeO,TOTAL NITRATES OSOLIDS,MG/L,NONE,OISSOLVF-D SOLIDS CHARD,MG/L,471341,CAReONATE HARDNESS AS CAC03 NCHARD,MG/L,471341,NCNCARBONATE HARDNESS AS CAC03 SCOND,UMHOS,NONE,SPECIFIC CONDUCTIVITY PH,S.U.,NONE,PH IN FIELD COLOR,S.U.,NONE,COLOR D-35 *Tl; SEDIMENT DISCHARGE OF CONESTOGA CK 9 LANCASTER, PA. * ' JANUARY 1962 TO SEPTEMBER 1964 *DSI IN STORET CBP-REPORT14 *PI: U.S. GEOLOGICAL SURVEY *PDi FEDERAL BUILDING P.O. BOX 1107 HARRISBURG, PA. 17108 *PR: KENNETH F@- WILLIAMS *PE: JAN 1962 TO SEPT 1964 *GE: SUSGUEHANNA RIVER BASIN, CONESTOGA CK *GL: MAX LAT. 402000 LONG. 762500 MIN LAT. 394eOO LONG. 754700 *AS: THE CONESTOGA CK DRAINS SOME OF THE MOST INTENSIVELY FARMED AND MOST FERTILE LAND IN THE EASTERN UNITED STATES. THIS STUDY WAS DESIGNED SO THAT SUSPENDED SEDIMENT DATA COULD BE COLLECTED DURING DIRECT RUNOFF EVENTS, WHEN A LARGE PART OF THE SEDIMENT IS CARRIED. WEEKLY BASE FLOW MEASUREMENTS WERE ALSO TAKEN. *ST: 01576ZO0,400300,761639,UNKNOWN,CONESTOGA RIVER 0 LANCASTER, PA. *PA: FLOW,CFS,NONE,MEAN DISCHARGE MSEDCONC,MG/L,NONE,MEAN SEDIMENT CONCENTRATION SEDLDAD,TONS/DAY,NONE,SEDIMENT DISCHARGE D-36 *TI: WATER QUALITY EVALUATION OF LETORT SPRING RUN *OS% EPA.LETORT CBP.REPORT15 *RR: NONE *PI: U.S. ENVIRONMENTAL PROTECTION AGENCY *PC: REGION III PHILADELPHIA, PA. *OR: EDWARD W. FURIA, REGIONAL ADMINISTRATOR *PE: OCT. 2, 197t TO OCT. 3, 1972 *GE: SUSQUEHANNA RIVER BASIN, LETORT SPRING RUN *.GL: MIN LAT. 400730 LONG. 770730 MAX LAT. 401500 LONG. 771SOO *A9: -BIOLOGICAL SURVEY AND CHEMICAL ANALYSES OF LETORT SPRING RUN TO DETERMINE POTENTIAL OUANTITIES OF NUTRIENTS, PESTICIOES, METALS, ORGANIC MATERIAL, GREASE, AND OILS IN THE STREAM *ST: STATION,LATITUOE,LONSITUOE,RIVER MILE,OESCRIPTION LETORTOI,400939,77IIE9,LINKNOWN,3000' UP FR3M RTE 34 6RIDGE ON LETORT RUN LETCRT02,401006,771133,UNKNOWN,LETORT AT R7E 34 8RIOGE LETORT03,401034,77110S,UNKNOWN,LCTORT 1 eONNYSROCK FRO. DOWNSTREAM @ROG. LETORT04,401121,771111,UNKNOWN,LF-TORT % 20n.' NORTH OF I-S! L=-TORT04,401203,1@71101,UNKNOWN,LETORT 0 CARLISLE & RTE 641 LETORT06,401234,77104e,UNKNOWN,LETORT 0 CARLISLE IST SROG. NE OF SCRO BOY LETORT07,4-01251,77ioll,UNKNOWN,LETORT ABOYS STP DISCHARGE LSTORTOS,401--50,771002,UNKNOWN,LETORT @ ST? LETORT09,401306,770936,UNKNOWN,LSTORT @ HP.RMONY HALL SCHOOL 'STORT'.0,401333,77OSS8,UNKNOWN,LETORT 0 EXIT16 & LETORT CHURCH LETORTII,401405,77CS31,UNKNOWN,LETORT 0 MOUTH & CONODOGUINET *PA: PARAMETER,UNITS,CAS COOE,LAeEL WTEMP,OEG0,NCNE,WATER TEMPERATURE PH,S.U.,NONE,pH TP,MS/L,7723140,TOTAL PHOSPHORUS TKN,MG/L,17779890,TOTAL KJELHOAL NITROGEN TNC3,MG/L,1777S8e0,TOTAL NITRATE AS NITROGEN E:00,MG/L,NONE,eICLOCHEMICAL OXYGEN DEMAND 00,MG/L,7782447,DISSOLVSD OXYGEN TURBIO,JTU,NONE,TUR6IOITY OF WATER SAMPLE CHLORPHYLA,UG/L,4-79618,CHLOPOPHYLL-a DATA EPA.LETORT; *INPUT @1 STATION SS. @9 CATE YYMMOD6. elS TIME 71ME5. @20 WTEMP 4.1 024 PH 4.2 023 TP 6.3 034 TKN 6.3 940 N03 4.2 @44 eOO 5-2 @49 00 5.2 @54 TURBID 4.1 CARDS; e58 CHLORP14YLA 4.2; LETORT0172100210:1013.07.45OO.c3eoo.519z.lool.oe:)9.19 LETORT0273100210:2012.07.3000.04700.4304.6500.77D9.23 LETORT0372100'-zlo:3ol2.07.4000.05000.4394.1500.7e!0.40 LETORT0472100210%4011.07.6000.50500.3674.3500.90:0.71 LETORT0572100210:4512.07.6000.07400-3674.3500.8110.9003.5 LETORTO&72100211:1011.07.9000-06900-3314.4501.ISIO.6706.5 LETORT0772100211:3011.57.6000.08300.4664.s5ot.oeog.4804.0 LETORT0872100213:0032.07.0035.9001.2.5701.2509.9205.e225.0 LETORT0972100211:4513.07.1002.76001.5224.4502.2004.1805.5 LETIIRT10721007 13.57.ZO02.18000.9904.4OOl.leO6.13 LETORT1172100-@@12:0013.07..4002.16000.7704.5501.0':ID9.90 LETORT0172100212:2013.07.7000.10'-2-OO.3Z95.600li73O9.17 LETORT0272100212:2014.07.4000.00600.3045.1501.5009.63 LETORT0372100212:3513.57.6000.OZBOO.3,--25.0501.0610.84 LETORT0472100212:4013.07.6000.07700.3414.8501.0712.54 LETORTOS7210021'-2:ZC13.57.9000.12400.3694.75 la.aeo5.0 LETORT0672100213:0013.57.9000.09700.4144.4001.Oell.9608.0 LETORT0772100212:1513.wj7.7000.12200.4334.7501.3SlO.2207.0 LETORToe721002 25-57.0037.60023.1200.9007.6004.7435.0 LETORT097210021.3:4016.07.4004.49001.9674.S502.7204.6605.0 LETORT1072100213:5015.07.4003.82001.9624.85C)dj*.9005.79 LETORTI!72100214:0015.07.6003.33000.9584.6001.6710.25 LETORT0172100314:2014.07.7000.07500.5--:75.40 09.99 6.00 D-37 LSTORT0272100314:3514.57.6000.08600.4665.00 09.72 3.00 LETORT0372100314:4014.Z7.6000.04400.4304.-I@5 10.87 3.00 LETORT0472100314:4514.58.0000.04900.4Z74.35 13.04 1.50 LETORT0572100314:ZZ15.OS.oooo.oegoo.4294.45 Z'. 20 1.50 LETORT0672100315:0014.07.9000.05300.4034.35 e5 6.75 LETORT0772100315:1014.57.9000.07200.4124.45 11.20 3.75 LETORT0872100315:2024.07.2036..40022.8401.3!.13.56 LETORT0972100315:2517.07.6003.37002.0334.40 C5.50 1.50 LETORT1072100315:3015.07.5002.84001.3794.75 06.10 1.500 'ETORT1172100315:4015.07.8001.99000.7614.lr5 10.56 9.00 LETORT0172100308:0011.57.3000.03900.2496.10 09.30 LETORT0272100308:0511.07.4500.04200.2495.25 08.55 LETORT0372100308:1011.07.3500.56000.2864.E3 09.13 LETORT04721003oe:2010.57.4000.07700.3!34.e5 08.43 LETORT0572loo3oe:z5ll.07.5000.12100.3044.75 08.81 LETORT0672100308:3511.07.4000.12200.2955.C5 08.82 LETORT07721OC308:5511.57.4500.15600.3324.S5 08.18 LETORT0872100309:0522.07.0039.80020.5400.7009.7205.61 LETORT0972100309:1513.07.3004.63001.5664.20 03.14 LETORT1072100309:3013.07.4503.13001.3444.67 03.52 LETORT1172100309:3013.07.4403.53001.2714.60 06.63 D-38 *TI: VARIATIONS IN THE CHEMICAL CHARACTER OF THE SUSQHEANNNA RIVER AT HARRISBURG, PA. *OS: IN STORET *RR: NONE CBP.REPORT16 *PI: U.S. GEOLOGICAL SURVEY *PC: FEDERAL BUILDING P.C. SOX 1107 HARRISBURG, PA 17108 *PR: PETER W. ANDERSON *PE: 1944-1960 *GE: SUSQUEHANNA RIVER, HARRISBURG, PA, CITY ISLAND *GL: *AS: VARIATIONS OF CHEMICAL QUALITY ACROSS THE RIVER ARE DESCRIBED. THE CHEMICAL QUALITY IS INFLUENCED BY STREAMFLOW, ANTHRACITE AND SITUMINUS "-'DAL MINE DRAINAGE, AND GEOLOGY. CHEMICAL COMPOSITIONS OF THE RIVER INDICATE THAT WATER FROM PRINCIPLE TRIeS DOES NOT MIX SUFFICIENTLY TO LOSE ITS CHEMICAL QUALITY IDENTITY. REPORT SUMMARIZES DATA COLLECTED FROM 1944-1960 AT HARRISBURG. CHEMICAL ANALYSES: COMPOSITES OF DAILY SAMPLES COLLECTED FROM EAST CHANNEL STATION OCT '44 TO SEPT '46. CROSS SECTION SAMPLES ONE TO THREE TIMES MONTHLY, OCT '44 TO SEPT '49. *ST: STATION,LAT.,LONG.,RIVER M!L-2',OESCRIPTION 01570500,401517,765311,UNKNOWN,SUSQUEHANNA RIVER AT HARRISBURG PA. *PA: PARAMETER,UNITS,CAS CODE,LAEEL WTEMP,DEG F,NCNE,WATER TEMPERATURE PH,S.U.,NONE,PH IN FIELD. SCONO,UMHOS,NONE,SPECIFIC CONDUCTIVITY AT 35 C. TCA,PPM,7440702,TOTAL CALCIUM TMG,PPM,7439954,TUTAL MAGNESIUM TNAK,PPM,NONEJOTAL SODIUM AND POTASSIUM HCO3,PPM,71523,TCTAL BICARBONATE TS04,PPM,,TOTAL SULFATE (S04) TCL,PPM,!.@987006JOTAL CHLOP:DES TRES,PPM,NONE,RESIDUE AT ISO C CHARD,PPM,471341,CARSONATE HARDNESS D-39 *Tl: SUMMARY AND CONCLUSIONS - NUTRIENT TRANSPORT L ACCOUNTABILITY IN THE LOWER SUSQUEHANNA RIVER BASIN *OS: IN STORET *RR: NONE CBP-REPORT.17 *Pl: U.S. ENVIRONMENTAL PROTECTION AGENCY *PO: REGION III ANNAPOLIS FIELD OFFICE ANNAPOLIS, MO. *PR: LEO J. CLARK, V. GUIDE, T.H. PHEIFFER *PEs JUNE 1971-MAY 1972 *GE: LOWER SUSQUEHANNA RIVER BASIN *AS: A ONE YEAR MONITORING STUDY TO DELINEATE SIGNIFICANT NUTRIENT INPUTS TO THE CHESAPEAKE BAY, QUANTIFY NUTREINT LOADINGS AND ESTASLISH SEASONAL TRENDS, AND DETERMINE RELATIVE IMPORTANCE OF EACH WATERSHED'S NUTRIENT LOAD. THE SUSCUEHANNA RIVER CONTRIBUTES ZOZ OF THE TOTAL PHOSPHORUS, 60% OF TKN, AND 66% OF THE TOTAL NITRATE LOADINGS ENTERING THE BAY. SAMPLES WERE COLLECTED WEEKLY AND BI-WESKLY FROM STREAM STATIONS AND SEWAGE TRSATMENT PLANTS. *ST: STATION,LATITUDE,LONC-ITuDE,RIVER MILE,DESCRIPTION SUSOOIA,393925,761030,UNKNOWN,CONOWINSO DAM TUReINE 1 SUS0018,3c?392E,761030,UNKNOWN,CONOWINSO DAM TURBINE 2 SUSCOIC,393925,761030,UNKNCWN,CONOWINSO DAM TURBINE 3 SUS003 393941,760927,UNKNOWN,OCTORARC CREEK @.RTE 322 BRIDGE SUS003 394820,761747,UNKNOWN,MUODY RUN SUS004A,394910,762015,UNKNOWN,HOLTWOOO DAM 0 NORMAN ROAD BRIDGE SUS0048,394900,763030,UNKNOWN,HOLTWOOD DAM 0 NORMAN ROAD BRIDGE SUS005 395400,762041,UNKNOWN,PEDUEA CREEK SUS006 395ZZ7,763327,UNKNOWN,SAFE HARBOR DAM SUS007 395622,762316,UNKNOWN,CONESTOGA CREEK 9 RTE 441 BRIDGE SUSOOSA,400143,763OZ6,UNKNOWN,SUSCUEHANNA RIVER @ COLUMBIA BRIDGE susooee,400140,763115,UNKNOWN,SUSOUEHANNA RIVER @ COLUMBIA BRIDGE SUS009 40OZZ0,763134,UNKNOWN,CHICKIES CREEK SUS010 400507,763936,UNKNOWN,CONDY CREEK t RTE 441 eRIDGE SUS011 4006Z3,764156,UNKNOWN,SUSOUEHANNA RIVER BELOW YORK HAVEN DAM SUS012 401037,764327,UNKNOWN,SUSOUEHANNA RIVER ABOVE YORK HAVSN DAM SUS013 401122,7643ZZ,UNKNOWN,SWATARA CREEK e RTE 441 BRIDGE, SUS014A,4014ES,1-65443,UNKNOWN,SUSQUEHANNA RIVER 0 RTE 93 BRIOSS SUS0148,401452,765445,UNKNOWN,SUSOUEHANNA RIVER @ RTS e3 epion SUS015A,401537,7654C7,UNKNOWN,SUEDUEHANNA RIVER 0 RTE 15 BRIDGE SUS015e,401544,76-@3S3,UNKNOWN,SUSQUEHANNA RIVER 0 RTE 15 BRIDGE SUS015C,401551,765329,UNKNOWN,SUSGUEHANNA RIVER @ RTE 15 BRIDGE SUS016 401630,775448,UNKNOWN,CONODOGUINST CREEK e RTE 11-15 BRIDGE SUS017 402537,770100,UNKNOWN,JUNIATA RIVER @ RTE 11-15 BRIDGE SUSOLBA,402403,770037,UNKNOWN SUSQUEHANNA RIVER 9 RTE 22-323 BRIDGE SUS018e,402357,770037,UNKNOWN,SUSQUEHANNA RIVER e RTE 22-322 BRIDGE SUS019 404630,76S215,UNKNOWN,MIDOLE CREEK @ ll-!Z SRIDGE SUS020 404eso,76SI20,UNKNOWN,PENNS CREEK @ RTE 11-15 BRIDGE SUSC21 42Z300,764800,UNKNOWN,w. SR. SUSQUEHANNA RIVER 0 RTE 11 SUS022A,40Z3lZ,764725,UNKNOWN,SUSGUEHANNA RIVER 0 NORTHUMBERLAND SUS0228,4CS246,764712,UNKNOWN,SUSOUEHANNA RIVER 9 NORTHUMBERLAND SUS023 401537,764810,UNKNOWN,SHAMOKIN CREEK @ RTE 147 BRIDGE SUS024A,405115,764815,UNKNOWN,SUSGUEHANNA RIVER 0 SUNBURY SUS0248,405116,764826,UNKNOWN,SUSQUEHANNA RIVER 0 SUNBURY SUS02S 401325,76ZI35,UNKNOWN,YELLOW BREECHES CREEK 0 N.W. CUMBERLAND SUS026 404453,764307,UNKNOWN,CONEWASO CREEK 0 RTE 181 BRIDGE SUS027 400210,763902,UNKNOWN,CCOORUS CREEK SUS028 402246,765431,UNKNOWN,STONY CREEK 0 DAUPHIN *PA: PARAMETER,UNITS,CAS COOE,LASEL FLCW.CFS,NONE,MEAN FLOW TP04,MG/L,14365442,TCTAL PHOSPHATE AS Pt4 TINORGPO4,MS/L,14265442,INORGANIC PHCSPHORUS AS P04 'KN,MG/L,17778880,TOTAL KJELOAHL NITROGEN AS N TAMMONrA,MG/L,1777eseo,TOTAL AMMONIA TNO23,MG/L,1777esao,NITRITE + NITRATE AS N D-40 TN,MS/L,1777BeeO,TDTAL NITROGEN INDRON,MS/L,17778880,TCTAL.INORGANIC NITROGEN SEDLOAD,TONS,NONE,SEDIMENT LOAD SEDYLD,TONS/SG.MI.,NDNE,SEDIMENT YIELD D-41 *Tl: EFFECTS OF ROADWAY CONSTRUCTION ON SECIMENT YIELD NEAR HARRISSURS, PENNSYLVANIA *OS: IN STORET CBP.ImpoRT.18 *RR: NONE *PI: U.S. GEOLOGICAL SURVEY *PO: FEDERAL SUIOLING P.O. SOX 1107 HARRISBURG, PA 17108 *PR: LLOYD A. REED 717-7E2-3733 *PE: JUNE 1970-SEPT 1?70 *GE: SUSOUEHANNA RIVER SASINj CONODCGUINET CK BASIN, ENCLA, PA. *GLt MIN LAT. 401712 LONG. 765642 MAX LAT. 40IS30 LONG. 770100 *AS: REPORT DEMONSTRATES THE E@FECTS OF CCIIISTRUCT:ON ON A HALF MILE OF ROAOWAY. THE DATA COLLECTED CN SECIMEN7 CONCENTRATIONS AND S=-D:MT-NT DISCHARGES ARE COMPARED TO ZDATA COLLECTED FROM A SIMILAR ACJACENT BASIN, 'UNAFFECTED BY CONSTRUCTION. DURING THE PERICO OF JUNE 1?70 TO 0E='EMeER 1-970, SEDIMENT DISCHARGE ATTR!E'UTAE:LE TO THE CONSTRUCTT-ON WAS t5 TONS, 7WO-THIRDS OF THE AMOUNT NORMALLY EXPECTED DURING 7HE YEAR. SAMPLES WERE ='LLECTED DUR:NG EASE FLOW PERIODS AND EVERY 1E MINUTES DURING STORM RUNOFF. *ST: S7ATII-N,LAT:TUDE,LONS'@TUDE,RIVER MILE,DESCRIFITI"ON OIT70100,401737,7&tT3S,UNKNOWN,--CNOOOGUIN-=T CK TRIe #1 NR. ENOLA 01570200,401731,7i5SZ5,UNKNOWN,--O.-.'OCOSUINET CK TR:S #2 NP. ENOLA 01570300,401805,7i5-'Z7,UNKNOWN,CONOO-OGUINET CK TRIS #3 NR. ENOLA Olt7CT-3O,401744,7iZ7ES,UNKNOWN,=ONOCC'-tU!NET CK TRIe *@2A NR. ENCLA 01570260,40.747,76E7EI,UNKNOWN,CONOCOGUINET CK TRIe #2S NR. ENOLA PARAMETER,UNITS,CAS C=-E,LASEL FLOW,CF3,NONIE,MEAN DAILY FLOW MSEOCONC,!@S/L,NCNE,MEAN SUSPENDED SE:IMENT CONCENTRAT:ON S=OLOAD, TON'S .10.-'-@Y, NONE, SUSP SNOED SEDIMENT :,!2CHARGE Sr-c@sus,MG/L,"14'0"lE,SUSPEK'DED SE-:'6MENT D-42 *TI: SEDIMENT CHARACTERISTICS OF FIVE STREAMS NEAR HARRISBURG, PENNSYLVANIA, BEFORE HIGHWAY CONSTRUCTION *DS: IN STORET CBP.JREPORT19 *RR: NONE *pi: U.S. GEOLOGICAL SURVEY *PO: FEDERAL BUILDING P.C. BOX 1109 HARRISBURG,-PA 17109 *PR: LLOYD A. REED 717/7S2-3732 *PE: OCTOBER 1969 TO SEPTEMBER 1971 *GE: LOWER SUSOUEHANNA RIVER BASIN, CONODOGUINET CREEK BASIN *GL: MIN LAT 401712 LONG 765642 MAX LAT 401S30 LONG 770100 *AS: THE STUDY EVALUATES PRECONSTRUCTION DATA ON STREAMFLOW, SEDIMENT CONCENTRATIONS, SEDIMENT DISCHARGES, AND TUR810ITIES OF FIVE SMALL BASINS, FOUR OF WHICH WILL BE CROSSED BY INTERSTATE 81. THE STUDY IS ALSO DESIGNED TO DETERMINE THE EFFECTIVENESS OF DIFFERENT EROSION-CONTROL MEASURES IN REDUCING SEDIMENT DISCHARGES. *ST: STATION,LAT.,LONG.,RIVER MILE,OESCRIPTICN I 1015711100,401727, 7659311, UNKNOWN, CONODOGU I NET CR. TPI 8 01 NEAR ENDLA 01570200,401721,76--JS35,UNKNOWN,CONODOGUINET CR. TRIB #2 NEAR ENOLA 01570300,401805,765657,UNKNOWN,CONODOGUINET CR. TRIS #3 AT ENOLA 01570230,401744,7657S5,UNKNOWN,CONCOOGUINET CR. TRIB #2A NEAR ENOLA 01570260,401747,765751,UNKNOWN,CONODOGUINET CR. TRIB #28 NEAR ENCLA *PA: PARAMTER,UNITS,CAS COOE,LAeEL FLOW,CFS,NONE,MEAN DAILY FLOW MSEDCONC,MG/L,NONE,MEAN SUSPENDED SEDIMENT CONCENTRATION SEDLOAD,TONSIDAY,NONE,SUSPENDED SEDIMENT DISCHARGE SEDSUS,MG/L,NCNE,SUSPENDED SEDIMENT D-43 *TI: LOWER SUSQUEHANNA RIVER BASIN WATER QUALITY *DS: IN STORET CBP.REPORT20 *RR: *PI: PA. DEPT. OF ENVIRONMENTAL RESOURCES *PO: BUREAU OF WATER QUALITY MANAGEMENT HARRISBURG, PA 17120 *PR: ED. R. BREZINA, KARL K. SHEAFFER, JAMES T. ULANESKI, MIKE V. ARNOLD, RONALD HUGHEY, THEODORE P. CLISTA *PE: JULY 1976 TO AUGUST 1976 *GE: SUSQUEHANNA RIVER BELOW SUNBURY, JUNIATA RIVER *GL: *AB: THE SCOPE OF THIS INVESTIGATION INCLUDED PHYSICAL AND CHEMICAL ANALYSES OF WATER AND WASTEWATER, QUALITATIVE AND/OR QUANTITATIVE MEASUREMENTS OF BENTHIC MACROINVERTEBRATES, FISHES, AQUATIC VASCULAR PLANTS AND ALGAE, BACTERIA AND CHLOROPHYLL AND PHEOPHYTON AT 196 STATIONS. *ST: STATION,LAT.,LONG.,RIVER MILE,DESCRIPTION PEN044,405116,773420,UNKNOWN,PENNS CREEK AT SPRING MILLS SINOOO,405112,773425,UNKNOWN,SINKING SPRING CREEK AT SPRING MILLS PEN026,405154,771100,UNKNOWN,PENNS CREEK DOWNSTREAM FROM LAURELTON STP M10020,404627,771100,UNKNOWN,MIDDLE CREEK NEAR BEAVERTOWN MID012,404728,770223,UNKNOWN,MIDDLE CREEK DOWNSTEAM OF MIDDLEBURG STP MIDOOO,404628,765214,UNKNOWN,MIDDLE CREEK NEAR ROUTE 11-15 BRIDGE PENOOO,404629,765155,UNKNOWN,PENNS CREEK 0.5 MI UPSTREAM OF SUSQ. RIVER WMAOOO,403847,765751,UNKNOWN,W. MAHANTANGO CR. DWNSTRM OF RT. 104 BRIDGE SUDOOO,404923,763509,UNKNOWN,BUDDIES RUN UPSTREAM OF RT. 61 BRIDGE SHAO07,405226,764213,UNKNOWN,SHAMOKIN CREEK NEAR SNYDERTOWN MAH009,404440,764726,UNKNOWN,MAHANOY CREEK AT DORNSIFE FEED DAM RT. 225 MAH ,404356,765000,UNKNOWN,MAHANOY CREEK AT WASHED OUT BRIDGE ON T336 WIC017,403407,764934,UNKNOWN,WICONISCO CR. 2 MI DWNSTRM OF ELIZABETHVILLE WICOOO,403213,765738,UNKNOWN,WICONISCO CREEK IN MILLERSBURG AT RT. 147 EMA001,403642,765554,UNKNOWN,E. MAHANTANGO CREEK AT BRIDGE T302 POWOOI,402431,765855,UNKNOWN,POWELLS CREEK .q25 MI UPSTRM OF T547 BRIDGE SHE023,402009,771831,UNKNOWN,SHERMANS CR. NEAR LANDISBURG COVERED BRIDGE SHE003,404247,770454,UNKNOWN,SHERMANS CREEK AT BRIDGE ON LR50014 CON071,400548,773413,UNKNOWN,CONODOGUINET CR BRIDGE ON MACLAYS MILLS RD MDS002,400507,773235,UNKNOWN,MIDDLE SPRING CREEK AT BRIDGE 0N T312 YELOOO,401327,765138,UNKNOWN,YELLOW BREECHES CR NEW CUMBERLAND OLD RT. 11 PAX006,401824,765200,UNKNOWN,PAXTON CR WALKER MILL-PAXTON CHURCH RD. PAXOOO,401441,765139,UNKNOWN,PAXTON CR UPSTRM FROM PRR BRDG ON LOCHELL RD LSWOO1,402425,762824,UNKNOWN,LITTLE SWATARA CREEK AT JONESTOWN ON LR38005 SWA041,403708,763032,UNKNOWN,SWATARA CREEK AT LICKDALE ON T571 SWA027,402409,763432,UNKNOWN,SWATARA CREEK AT HARPERS TAVERN ON RT. 934 QU1012,402014,762701,UNKNOWN,QUITTAPHAILLA CREEK AT 22ND ST. IN LEBANON QUI007,401939,763133,UNKNOWN,QUITTAPHAILLA CR. DWNSTRM OF RT422 AS STP QUI000,402102,763652,UNKNOWN,OUITTAPHAILLA CR. CONFLUENCE OF SWATARA CR MANOOO,401834,764017,UNKNOWN,MANADA CR. AT T425 BRIDGE SPROOO,401708,764046,UNKNOWN,SPRING CR. AT RT. 39 BRIDGE BEAOOO,401553,764357,UNKNOWN,BEAVER CR. AT T375 BRIDGE SWAOO2,401217,764249,UNKNOWN,SWATARA CR. CONFLUENCE WITH SUSQUEHANNA R. BOW000,395444,771437,UNKNOWN,BOWERS RUN NEAR BIGLERVILLE AT CONEWAGO CR. CNW054,395452,771317,UNKNOWN,CONEWAGO CR. AT RT. 394 BRIDGE SCNOOI,395255,770411,UNKNOWN,SOUTH BRANCH CR. AT LRO1004 BRIDGE ADAMS CO. LCNOOO,400513,764336,UNKNOWN,LITTLE CONEWAGO CR CONFLUENCE W/CONEWAGO CNWOOO,400634,764244,UNKNOWN,CONEWAGO CR. CONFLUENCE WITH SUSQUEHANNA R SCO014,394802,764420,UNKNOWN,S. SR. CODORUS CR RT616 BRDG IN GLEN ROCK SCOOO2,395514,764457,UNKNOWN,S..BR. CODORUS CR. YORK WATER CO.PUMP STN OILOOO,395147,765336,UNKNOWN,OIL CR. AT CONFLUENCE WITH W. SR. CODORUS CR WC0012,395154,765323,UNKNOWN,W. BR. CODORUS CR. 50 YDS DWNSTRM OF OIL CR WC0008,395514,765009,UNKNOWN,W. BR. CODORUS CR. T488 BRDG N.COO0ORUS TWP C00014,395530,764505,UNKNOWN,CODORUS CR AT RT. 182 UPSTREAM OF YORK C00006,400102,764246,UNKNOWN,COOORUS CR. LR66021 BRIDGE OWNSTRM OF YORK C00001,400306,763900,UNKNOWN,CODORUS CR. AT CODORUS FURNACE YORK CO. MUD012,394726,763519,UNKNOWN,MUDDY CR. AT BRIDGETOWN YORK CO. MU0003,394621,761858,UNKNOWN,MUDDY CR. AT LR66062 BRIDGE YORK CO. COYOOO,400447,763941,UNKNOWN,CONOY CR. AT T30 BRIDGE LANCASTER CO. D-44 * CHIOOO,400318,763132,UNKNOWN,CHICKEES CR. AT PTR441 BRIDGE LANCASTER CO. * COCOO1,400748,761351,UNKNOWN,COCALICO CR. AT LOS CABIN ROAD, LANCASTER CO * LITOOO,400638,761454,UNKNOWN,LITITZ RUN NR. RT. 272 BRIDGE LANCASTER CO. * COS024,400437,761534,UNKNOWN,CONESTOCA R. RT. 23 IN HOLLAND HEIGHTS * C03023,400300,761639,UNKNOWN,CONESTOGA R. ABOVE N. PLANT LANCASTER STP * COS021,400239,761630,UNKNOWN,CONESTOGA R. BELOW N. PLANT LANCASTER STP * COS015,400112,761819,UNKNOWN,CONESTOGA R. ABOVE S. PLANT LANCASTER STP * COS014,395952,76182l,UNKNOWN,CONESTOGA R. ABOVE S.PLANT LANCASTER STP * MILOOI,400015,761801,UNKNOWN,MILL CR ON T508 BRIDGE LANCASTER CO. * COS010,395948,761942,UNKNOWN,CONESTOGA R. AT WASHED OUT BRIDGE RICE RD. * SWROOO,400417,762125,UNKNOWN,SWARR RUN AT BRIDGE LR36006 LANCASTER Co. * LCOOOO,395726,762215,UNKNOWN,LITTLE CONESTOGA CR AT BRIDGE T561 * COSOO1,395614,762313,UNKNOWN,CONESTOGA R. AT SAFE HARBOR REC. AREA * PEQOO1,395315,762132,UNKNOWN,PEQUEA CR AT PEQUEA CR REC. AREA * OCT034,395614,755900,UNKNOWN,OCTORARO CR AT CHRISTIANA * OCTOO8,394333,760809,UNKNOWN,OCTORARO CR NEAR PA-MD STATE LINE * RTB109,400114,783429,UNKNOWN,RAYSTOWN BR. AT RT. 96 BRIDGE * RTBIOO,400039,782808,UNKNOWN,RAYSTOWN SR. NEAR BEDFORD * DUNOOO,400126,7828O9,UNKNOWN,DUNNING DR AT CONFLUENCE OF RAYSTOWN BR. * DUN014,400838,78334,UNKNOWN,DUNNING CR AT LR05099 BRIDGE BEDFORD CO. * BOBOOO,400850,783314,UNKNOWN,BOBBS CR AT LRO5060 BRIDGE BEDFORD Co. * RIB070,400309,781930,UNKNOWN,RAYSTOWN BR. AT LRO5050 BRIDGE BEDFORD CO. * RIB057,400816,78l6l7,UNKNOWN,RAYSTOWN BR. AT RT 916 IN HOPEWELL * YELOOO,400816,781617,UNKNOWN,YELLOW CR OFF RT. 26 NEAR HOPEWELL * SIXOOO,400943,791518,UNKNOWN,SIXMILE RUN NEAR RIDDLESSURG OFF T529 * RTB047,401254,781554,UNKNOWN,RAYSTOWN BR. AT RT. 913 BRIDGE NEAR SAXTON * RTB001,402656,775854,UNKNOWN,RAYSTOWN BR. UPSTREAM FROM JUNIATA R. * FRB044,402015,782603,44.1,FRANKSTOWN BR. AT BRIDGE T363 GREENFIELD TWP. * HAL004,401959,782426,4.0,HALTER CR UPSTREAM OF APPLETON PAPER CO. * PLMOOO,402115,782351,0.5,PLUM CR OFF T322 NEAR HALTER CR * HAL600,402237,782521,000,HALTR CR AT CONFLUENCE W/FRANKSTOWN SR. * FRB039,402342,782428,38.8,FRANKSTOWN BR. AT BRIDGE T373 * FRB034,402549782130,34.2,FRANKSTOWN BR. NEAR BEAVERDAM BR. * SDOOO0,402551,782140,0.2,BEAVERDAM SR. OFF T405 ALLEGHENY TWP * BDBOO2,402526,782337,2.4,BEAVERDAM BR. IN HOLIDAYSSURG BOROUGH * BD8005,402625,782521,4.5,BEAVERDAM BR. UPSTREAM OF BRIDGE LR07059 * SUGOOO,402746,782538,000,SUGAR RUN AT RT. 764 BRIDGE * BUROOO,402805,782533,000,BURGOON RUN AT BRIDGE ON RT. 764 * FRB032,421145,791302,32.2,FRANKSTOWN BR. BRDG ON T427 FRANKSTOWN TWP. * FRB022,402826,78l332,22,FRANKSTOWN BR. AT VILLAGE OF GAISTER RT. 866 * FRBOO2,403155,78O4ll,l.6,FRANKSTOWN BR. NR CONFLUENCE W/LITTLE JUNIATA R *PA: PARAMETER,UNITS,CAS CODE,LABEL * PHLAB,S.U.,NONE,PH IN LAB * PH,S.U.,NONE,PH IN FIELD * TURBUD,MG/L,NONE,TURBIDITY * WTEMP,DEG C,NONE, WATER TEMPERATURE * TORGC,MG/L,7440440,TOTAL ORGANIC CARBON * 8005,MG/L,NONE,5 DAY BIOCHEMICAL OXYGEN DEMAND * TP,MG/L,7723140,TOTAL PHOSPHORUS * DP,MG/L,7723140,DISSOLVED PHOSPHORUS * TRES,MG/L,NONE,TOTAL RESIDUE * FRES,MG/L,NONE,FILTERABLE RESIDUE * TNO2,MG/L,17778880,TOTAL NITRITE-N * TNO3,MG/L,1777888O,TOTAL NITRATE-N * TAMMONIA,MG/L,17778880,TOTAL AMMONIA-N * CHARD,MG/L,471341,CARBONATE HARDNESS * DCA,MG/L,7440702,DISSOLVED CALCIUM * DMG,MG/L,7439954,DISSOLVED MAGNESIUM * TS04,MG/L,14808798,SULFATE * TCL,MG/L,16887006,CHLORIDE * TAL,UG/L,7429905,TOTAL ALUMINUM * TCD,UG/L,7440439,TOTAL CADMIUM * TCR,UG/L,7440473,TOTAL CHROMIUM * TCU,UG/L,7440508,TOTAL COPPER * TFE,UG/L,7439896,TOTAL IRON * TMN,UG/L,7439965,TOTAL MANGANESE D-45 * TNI,UG/L,7440020,TOTAL NICKEL * TPB,UG/L,7439921,TOTAL LEAD * TZN,UG/L,7440666,TOTAL ZINC * THG,UG/L,7439976,TOTAL MERCURY * PHENOL,UG/L,108952,TOTAL PHENOL D-46 *TI: PRELIMINARY APPRAISAL OF STREAM SEDIMENTATION IN THE SUSQUEHANNA RIVER BASIN *OS: IN STORET CBP.REPORT21 *RR: NONE *PI: U.S. GEOLOGICAL SURVEY *PO: WATER RESOURCES DIVISION FEDERAL BUILDING P.C. BOX 1107 HARRISBURG, PA 17108 *PR: K.F. WILLIAMS, J.R. GEORGE *PE: VARIES WITH STATION ASSESSMENT MADE ON DATA COLLECTED UP TO OCTOBER 1965 *GE: SUSQUEHANNA RIVER BASIN *GL: *AB: ANALYSES OF STREAM SEDIMENT DISCHARGE MEASUREMENTS COLLECTED IN THE SUSQUEHANNNA RIVER BASIN TO DESCRIBE THE SEDIMENT YIELD OF MAJOR TRIBUTARIES. HIGHEST YIELDS GENERALLY ARE OBSERVED IN STREAMS DRAINING FARM LANDS IN THE PIEDMONT PROVINCE. STREAM TRANSPORTED SEDIMENTS ARE APPROXIMATELY 15% SAND, 55% SILT, AND 30% CLAY *ST: STATION,LAT.,LONG.,RIVER MILE,DESCRIPTION 01555O00,405200,770255,UNKNOWN,PENNS CR AT PENNS CREEK PA 01555500,403640,765444,UNKNOWN,EAST MAHANTANGO, CR NEAR DALMATIA PA 01559000,402905,78OlO9,UNKNOWN,JUNIATA RIVER AT HUNTINGDON PA 01560000,400413,782934,UNKNOWN,OUNNING CR AT BELDEN PA 01562000,401257,781556,UNKNOWN,RAYSTOWN SR JUNIATA RIVER AT SAXTON PA 01565000,403915,773500,UNKNOWN,KISHACOQUILLAS CR AT REEOSVILLE PA 01567000,402942,770746,UNKNOWN,JUNATA RIVER AT NEWPORT PA 01567500,402315,772409,UNKNOWN,IXLER RUN NEAR LOYSVILLE PA' Ol568OOO,401924,771009,UNKNOWN,SHERMAN CP AT SHERMANSDALE PA 01570500,401517,763311,UNKNOWN,SUSQUEHANNA RIVER AT HARRISBURG PA 01571500,401329,765354,UNKNOWN,YELLOW BREECHES CR NEAR0CAMP HILL PA 01573000,402409,763439,UNKNOWN,SWATARA CR AT HARPER TAVERN PA 01574000,400456,764313,UNKNOWN,WEST CONEWAGO CR NEAR MANCHESTER PA O1576500,400300,761639,UNKNOWN,CONESTOGA RIVER AT LANCASTER PA *PA: PARAMSTER,UNITS,CAS COOE,LAEL WTEMP,DEG F,NCNE,WATER TEMPERATURE STREAM,CFS,NONE,INSTANTANECUS DISCHARGE CCNC,PPM,NONE,SEDIMENT CONCENTRATION SEOLOAD,TCNS/DAY,NONE,SEOIMENT DISCHARGE SSED.002,MM,NONE,% FINER THAN 0.002 MILLIMETERS SSEO.004,MM,NONE,% FINER THAN 0.004 MILLIMETERS SSED.008,MM,NONE,% FINER THAN 0.009 MILLIMETERS SSED.016,MM,NONE,% FINER THAN 0.016 MILLIMETERS SSED.031,MM,NONE,% FINER THAN 0.031 MILLIMETERS SSED.062,MM,NONE,% FINER THAN 0.062 MILLIMETERS SSED.123,MM,NONE,% FINER THAN 0.125 MILLIMETERS SSED.250,MM,NONE,% FINER THAN 0.250 MILLIMETERS SSED.500,MM,NONE,% FINER THAN 0.500 MILLIMETERS SSED1.0,MM,NCNE,% FINER THAN 1.00 MILLIMETERS SSED2.0,MM,NONE,% FINER THAN 2.00 MILLIMETERS D- 47 *TI: AN AGUATIC ECOLOGICAL STUDY OF THE FRANKSTOWN BRANCH OF THE JUNIATA RIVER IN THE VICINITY OF THE WILLIAMSBURG STEAM ELECTRIC GENERATING STATION *OS: IN STORET *RR: NONE CBP.REPORT22 *PI: PENNSYLVANIA ELECTRIC CO. *PO: 1001 BROAD ST. JOHNSTOWN, PA 15907 *PR: AQUATIC ECOLOGY ASSOCIATES 412-621-3130 *PE: JULY 1975-FEB. 1976 *GE: SUSQUEHANNA RIVER BASIN, JUNIATA RIVER BASIN, FRANKSTOWN BRANCH *GL: MAX LAT. 403600 LONG. 783600 MIN LAT. 401100 LONG. 780300 *AS: THE REPORT PRESENTS RESULTS OF AN AQUATIC PHYSICAL, CHEMICAL AND BIOLOGICAL STUDY IN RELATION TO THE WILLIAMSBURG POWER PLANT IN WILLIAMSBURG, PA. THE PROJECT WAS INTENDED TO ACQUIRE DATA FOR USE AS EVIDENCE IN PROCEEDINGS GENERATED BY THE FEDERAL WATER POLLUTION CONTROL ACT OF 1972. THE STUDY PERTAINS TO THERMAL DISCHARGES OF THE POWER PLANT. *ST: STATION,LATITUDE,LONGITUDE,RIVER MILE,DESCRIPTION WON0224,781039,UNKNOWN,FRANKSTOWN BR. JUNIATA R. 0 PENN CENTRAL RR *PA: PARAMETER,UNITS,CAS CODE,LABEL WTEMP,DEGC,NONE,WATER TEMPERATURE D0,MG/L,7782447,DISSOLVED OXYGEN 80O5,MG/L,NONE,5 DAY BIOCHEMICAL OXYGEN DEMAND PH,SU,NONE,pH IN FIELD ALK,MG/L,471341,ALKALINITY AS CAC03 TAMMONIA, MG/L,7664417,TOTAL AMMONIA AS NITROGEN TN03,MG/L,17778330,TOTAL NITRATE AS NITROGEN TP04,MG/L,14265442,TOTAL PHOSPHATE CHARN,MG/L,471341,CARBONATE HARDNESS TCA,MG/L,7440702,TOTAL CALCIUM OMG,MG/L,7439954,DISSOLVED MAGNESIUM TCL,MG/L,16887006,TOTAL CHLORIDES TS04,MG/L,14808798,TOTAL SULFATE TCD,UG/L,7440439,TOTAL CADMIUM TFE,MG/L,7439896,TOTAL IRON TZN,MG/L,7440666,TOTAL ZINC TAL,MS/L,7429905,TOTAL ALUMINUM THG,UG/L,7439976,TOTAL MERCURY COLIFORM,/100ML,29569,TOTAL COLIFORMS COMPLETED TEST MNP STREAM,CFS,NONE,INSTANTANEOUS STREAMFLOW D-48 *TI: ECOLOGICAL STUDY OF SUSOUEHANNA RIVER AND TRIBUTARIES BELOW THE *CONOWINGO DAM *DS: IN STORET *RR: NONE CBP.REPORT23 *PI: MARYLAND DEPARTMENT OF NATURAL RESOURCES *PO: *PR: W.R. CARTER,III,PROJECT LEADER *PE: JAN. 1967 TO MARCH 1971 *GE: SUSOUEHANNA RIVER BASIN IN MARYLAND *GL: *AB: FOUR ASPECTS OF HTE ECOSYSTEM OF THE SUSOUEHANNA RIVER MOUTH- SUSOUE- *HANNA FLATS HAVE BEEN STUDIES. THESE ARE THE SIZE OF THE SPAWNING ALOSA *POPULATION, ITS DISPERSAL, AND ITS MIGRATORY BEHAVIOR; A CREEL CENSUS OF *THE SPORT FISHERY ON THE SPAWNING RUN; DENSITY AND GROWNT OF THE JUVENILE *AND ADULT OR SUBADULT FISHES UTILIZING THE LOWER SUSOUEHANNA RIVER-SUS- *OUEHANNA FLATS NURSERY AREA; AND CHEMICAL AND PHYSICAL STATUS OUO, OR *BASELINE, PROFILES OF THE AREA *ST: STATION, LATITUDE,LONGITUDE,RIVER MILE,DESCRIPTION *DER0015,393734,7760954, UNKNOWN,DEER CK@STAFFORD BRIDGE *UNKNOWN,UNKNOWN,UNKNOWN,UNKNOWN, SUSQUEHANNA R.@ SHORE'S LANDING *UNKNOWN,UNKNOWN,UNKNOWN,UNKNOWN,SUSOUEHANNA R. @ RIVERSIDE *UNKNOWN,UNKNOWN,UNKNOWN,UNKNOWN, OCTORARO CREEK *PA: PARAMETER, UNITS,CAS CODE,LABEL *SCOND,UMHOS,NONE,CONDUCTIVITY *PH,S.U.,NONE,PH IN FIELD *TURBID,PPM.S132,NONE, TURBIDITY PPM OF S102 *TP04,PPM,14264442,TOTAL PHOSPHATE *TS04,PPM,471341, TOTAL SULFATE *ALK,PPM,471341,TOTAL ALKALINITY *CO,PPM,7782447,DISSOLVED OXYGEN *THARD,PPM,471341,TOTAL HARDNESS *CHARD,PPM,471241,CARBONATE HARDNESS@CACO3 FLOW,CFS,NONE,FLOW THROUGH CONOWINGO DAM TI: APPENDIX A: WATER QUALITY STATIONS IN THE SUSOUEHANNA RIVER BASIN. DS: MOST STATIONS ON STORET PI: UNKNOWN CBP.REPORT24 PE:UNKNOWN GE: LOWER SUSOUEHANNA RIVER BASIN, JUNIATA RIVER BASIN AE: AN APPENDIX OF WATER QUALITY STATIONS WAS FOUND WITH NO KNOWLEDGE OF TITLE OF REPORT CONTAINING THE LIST. THIS LIST CONTAINS THE STATION, SAMPLING AGENCY, SAMPLING FREQUENCY, STATION TYPED, AND YEARS OF RECORD. THOSE STATIONS OF HTE LOWER MAIN STEM ARE LISTED IN THIS DOCUMENT. AGENCIES: MOONR-MARYLAND DEPT. OF NATURAL RESOURCES USGS-GEOLOGICAL SURVEY PR-PHILADELPHIA ELECTRIC PADER-PENNSYLVANIA DEPT. OF ENVIRONMENTAL RESOURCES NOTE: STATION CORRESPONDS TO STORET NUMBER. STl STORET#,LAT, LONG, DESCRIPTION, AGENCY NONE,,,SUSOUEHANNA R SE OF C-1 MO,MDDNR NONE,,,SUSQUEHANNA R BUDY N18-PERRY P MD,MDDNR NONE,,,SUSOUEHANNA R CONCORD PT MS. MDDNR 01578810,,,SUSOUEHANNA R CONOWINGO CM,USGS SUO-010.1,3928,761033,SUSOUEHANNA R CONDWINGO MD,PE NONE,,,SUSOUEHANNA R E SIDE I-95 BRID MD,MDDNR NONE,,,SUSOUEHANNA RE SPENCER ISLAND MS,MDDNR NONE,,,SUSOUEHANNA R E TRE40 BRIDGE MD,MDDNR 01570500,401527,765312,SUSOUEHANNA R HARRISBURG PA,USGS NONE,,,SUSOUEHANNA R HAVRE DE GRACE MD,MDDNR 01576990,394901,761924, SUSOUEHANNA R HOLTWOOD PA ,PE WONO201,400316,763152,SUSOUEHANNA R MARIETTA PA,PADER NONE,,,SUSOUEHANNA R MID RIVER I-95 B MD,MDDNR NONE,,,SUSOUEHANNA R MID-R SPENCER I ME, MDDNR NONE,,,SUSOUEHANNA R PCRR SRIDGE MD,MDDR NONE,,,SUSOUEHANNA R MD250 YDS S PCRR S MD, MDDNR NONE,,,SUSOUEHANNA R MD PERRY PT MD,MDDNR NONE,,,SUSOUEHANNA R MD BELOW RTE 40 MD,MDDNR NONE,,,SUSOUEHANNA R MD S PORT DEPOSIT MS, MSSNR 01554000,40515,764821,SUSOUEHANNA R SUNBURY PA ,USGS NONE,,,SUSOUEHANNA R MD W SIDE I-95 BRID MD,MDDNR NONE,,,SUSOUEHANNA R MD W SPENCER ISLAND MD, MDDR NONE,,,SUSOUEHANNA R MD W RTE 40 BRIDGE MD,MDDNR NONE,,,BIG BR DEER CR EDEN MILL BRIDGE MD, MDDNR QON0206,400319,763133, CHICKIES CK EAST DONEGAL TWP PA,PADER WQN0207,400047,764237,CODIRUS CK MANCHESTER TWP PA,PADER WQN0205,40037,764237, CONESTOGA R LANCASTER PA,PADER 01576500,401727,765938,CONODOGUINET CK #1 ENOLA PA, USGS WQN0205,400300,761639,CONDOGUINET CK#2 ENOLA PA, USGS 01570230,401747,765755,CONDOGUINET CH #2A ENOLA PA ,USGS 01570260,40174765755, CONODOGUINET CH #2B 01570300,401638,765700,CONODUGUINET CK HAMPDEN TWP PA ,PADER WQNO240,401638,765700,CONODOGUINET CK HAMPDEN TWO PA PADER WQNO213,401536,770611,CONODOGUINET CK MIDDLESEX TWP PA ,PADER NONE,,,DEER CK BOND RD CROSSING MD, MDDNR NONE,,,DEER CK BRIDGE CAREA RD MD, MDDNR NONE,,,DEER CK BRIDGE CHERRY HILL RD MD,MDDNR 01580200,,,DEER CK BRIDGE ON US1 MD,USGS 01580000,,,DEER CK CHERRY HILL RS MS,USGS NONE,,,DEER CK GREEN RD CROSSING MD, MDDNR NONE,,,DEER CK HARRIS MISS RD MD, MDDNR NONE,,,DEER CK MARYLAND RTE 136 MD, MDDNR NONE,,,DEER CK MOUTH AT BRIDGE MD,MDDNMR NONE,,,DEER CK NOBLE MILL RD MD, MDDNR D-50 0 NONE... DEER CK ST CLAIR BRIO RD MDMDONR NONE 254,394323,763646,DEER CK SHREWSBURY TWP PA,PADER NONE... DEER CK STAFFORD BRIDGE MO,MOONR NONE,,,DEER CK WALTERS MILL RD MO,MDDNR NONE ... EBAUGHS CK eLEVINS RD PA,M0DNR NONE ... EeAUGHS CK HARRI5 MILL RD PA,M0DNR NONE ... EeAUGHS CK ORCHARD RD PA,MDONR NONE ... ESAUGHS CK STEWARTSTOWN RD PA,MDONR NONE,,,ESAUGHS CK ZEIGLAR RD MD,MODNR NONE... FALLING BR DEER CK RED BRIDGE RD MD,MDONR NONE,,,ISLAND BR DEER CK TELEGRAPH RD MO,MDONR NONE ... LITTLE DEER CK MARYLAND RTE 165 MO,MOONR NONE,,,LITTLE DEER CK A80VE MOUTH MO,MOONR 01555250,404440,764739,MAHANCY CK DORNSIFE PA,USGS WQN0227,404334,763016,MAHANCY,CK JACKSON TWP PA,PAOER WQN0236,403640,765443,MAHANTANGO CK DALMATIA PA,PADER WQN0237,400346,760925,MILL CK LEACOCK TWP PA,PADER WQN024'--'@,404719,770042,MIDDLE CK MIDDLEBURG PA,PAbER WQN0241,400507,773335,MIDDLE SPRING CK NEWTON TWP PA,PADER WQN0228,404629,765211,MIDCLE CK PENN TWO PA,PADER WQN0239,400841,771043,MOUNTAIN CK S MIDDLETON TWP PA,PADER 01577500,3946--1,76195S,MUDDY CK CASTLE FIN PA,USGS 0157S500,,,OCTORARO CK RISING SUN MO,USGS WQN0229,404950,765130,PENNS CK MONROE TWP PA,PADER 0155ZOOO,405200,770255,PENNS CK PENNS CREEK PA,USGS WQN0204,395339,762134,PEOUEA CK MARTIC TWP PA,PADER WQN023e,402102,763652,OUITTAPAHILLA CK ANNVILLE TWP PA,PAOER WQN0230,404e37,763504,SHAMOKIN CK SHAMOKIN TWP PA,PADER WQN0243,402249,770456,SHERMANS CK PENN TWP PA,PADER WQN0209,395SI4,764457,s eR CODURUS CK SPRING GARDEN TO PA,PADER WQN0211,4011--9,764352,SWATARA CK MIDDLETOWN PA,PAOER 01571820,403457,762425,SWATARA CK RAVINE PA,USGS OIZ72?50,402629,763600,SWATARA CK TRIS HARPER TAVERN PA,USGS NONE ... JNNAMED TRe BASIN R JACK RD BRIDGE MD,!'IDDNR NONE ... UNNAMED TRe DEER CK LIES RD CROSSN3 MO,MODNR NONE ... UNNAMED TRB ESAUGH SHAW RD CROSSNG PA,MDONR WQN0208,39Z314,765009,W SR CODORUS CK MARTIN PA,PADER WQN0210,400452,-164307,WEST CONEWAGO CK E MANCHESTER TWO PA,PADER 0155-570,403340,764830,W!SCONIS@--O CK ELIZABETHVILLE PA,USGS WQN0225,403214,765739,WICCNISCO MILLDERSBURG PA,PADER WQN0212,401327,765139,YELLOW BREECHES CK FAIRVIEW TWO PA,PAOER WQN0216,402905,790109,JUNIATA R HUNTINGDON PA,PADER 01559000,402905,730109,JUNIATA R HUNTINGDON PA,USGS WQN0215,402342,775624,JUNIATA R MAPLETON PA,PACER 01567000,402842,770746,JUNIATA R NEWPORT PA,US3S WQN0214,402842,770746,JUNIATA R NEWPORT PA,PADER 01567000,402942,770746,JUNIATA R NEWPORT PA,USGS WQ0249,402005,77SI36,AUGHWICK CK AUGHWICK MILLS PA,PADER WQN0221,401345,775532,AUGHWICK CK CROMWELL TWP PA,PAOER WQN0252,402E54,7S2130,BVROAM ER JUNIATA R BLAIR TWO PA,PADER 01564t5O,401355,775225,BLACKLOG CK ORBISCONIA PA,USGS WQN0251,403050,783321,80eBS@CK REYNC'-DSDALE PA,PADER WQN0235,395720,781515,9RUSH CK GAPSVILL-- PA,PAOER WQN0250,400126,79ZS39,DUNNING CK BEDFORD TWP PA,PADER- WQN0234,400418,7e2934,DUNNING CK BELDEN PA,PADER 0156565780,4021223,7292541, FRANKTWN 6SR JUNIATA EAST FREEDOM PA,US6GS WQON02234,40228834,7881039,FRANKTWN eR JUNIATA WOODBURY TWP PA,PA8DER WQON0236,4022100,7e8O750,GREAT TROUGH CK MARKLES6eURG PA,PA6DER WQON08244a,403944,77434540,H8ONEY CK REE8DSVILLE PA,PA4DER WQGHN06246,403507,7733627,4JACK0S CK LEWISTOWN PA,PA2DER WQON06253,403917,773500,KISHACOUILLAS CK BROWN TWP PA,PADER WQON0247,40374542,77401,KISHACOUILLAS CK DERRY TWP PA,PADER WQON022260,4036222,7733255,KISHAC2O2GUI4LLAS CK LEWISTOWN 6B2C8R,PA6DER WQON022188,403739,78917482,LITTLE JUNIATA RANTIS TWP,PA2OER WQON02244,0402238240,778014506,LITTLE JUNIATA R 4DUNCANNON 0PA,PA4DER WQN02817,84o326633,@/2aoal8l,8LITT2L0S JUNIATA R SPRUCE CREEK PA,PAOER D-51 0 0197584005,783802,MILE RUN SHELLSbURG PA USGS 01563000,4O2E35,780147,PAYSTN ER JUNIATA R HUNTINGDON PA,US3S WON0222,402535,730147,RAYSTN BR jUNIATA R JUNIATA R,PADER WON0223,401257,781556,RAYSTN BR JUNIATA R LIEERTY TWP PA,PAOER 01559750,401003,783707,RAYSTN SR JUNIATA R MANNS C-401CS PA,USGS 01559756,400217.7e3916,SHYAWNEE eRANCH SHELLSeURG PA,USGS WON0233,403125,775815,STANDING STONE CK HUNTINGDON PA,PADER WON0245,403141,772332,TUSCARCRA CK PORT ROYAL PA,PADER D-52 0 *TI: NONPOINT SOURCE DISCHARGE IN PEGUEA CREEK BASIN, PENNSYLVANIA 1977 *OS: IN STORET *RR: NONE CBP.4PEPORT25 *Pl: U.S. GEOLOGICAL SURVEY *PC: FEDERAL BUILDING P.O. BOX 1107 HARRISBURG, PA 17109 *PR: JANICE R..WARD 717-7SZ_3798 DAVID A. ECKHARDT *PE: FEB. 1977 TO DEC. 1977 *GE: SUSUEHANNA RIVER BASIN, PEOUEA CREEK BASIN *GL: MIN LAT. 394700 LONG. 754500 MAX LAT. 400500 LONG. 762300 *AS: THE MAGNITUDES AND TYPES OF NONPOINT DISCHARGES THAT AFFECT THE WATER UALITY OF PEGUEA CREEK WERE INVESTIGATED. THE PROJECT INCLUDED THE DETERMINATION OF (1) THE TOTAL DISCHARGES OF SUSPENDED SEDIMENT, NITROGEN, AND PHOSPHORUS FROM THE BASIN; (2) INTERMITTENT STORM AND BASEFLOW DISCHARGES FROM SIX SUBBASIN SITES OF VARYING SIZE, GEOLOGY, AND LAND USE; (3) THE WAYS IN WHICH NONPOINT DISCHARGE CONSTITUENTS ARE TRANSPORTED; AND (4) THE DIFFERENCE IN MAGNITUDES OF DISCHARGES DURING STORMS AND BASE FLOW PERIODS. *ST: STATION,LATITUDE,LONGITUDE,RIVER MILS,OESCRIPTION 015767a7,395421,761943,UNKNOWN,PEGUEA CK 0 MARTIC FORGE 01576786,39Z428,761906,UNKNOWN,PEOUEA CK TRIS. NR. MARTIC FORGE 01576777,39Z62S,761428,UNKNOWN,SIG BEAVER CK 0 REFTON 0157677Z,395600,761204,UNKNCWN,BIS BEAVER CK TRIS. 0 NEW PROVIDENCE 01576769,400021,761112,UNKNOWN,PEGUEA CK STRASBURG 0157676e,400001,761016,UNKNOWN,PEOUEA CK TRIB. NR. STRASBURG 01576763,400104,760412,UNKNOWN,PEGUEA CK 0 NEW MILLTOWN *PA: PARAMETER,UNITS,CAS COOE,LABEL SEDSUS,MG/L,NONE,SUSPENOEO SEDIMENT SCCNO,UMHOS,NONE,SPECIFIC CONDUCTANCE TNH4,MG/L,NONE,TOTAL AMMONIUM ONH4,MG/L,NONE,OISSOLVED AMMONIUM TNH4CRGN,MG/L,NONE,TOTAL AMMONIUM + ORGANIC NITROGEN DNH40RGN,MG/L,NONE,OISSOLVED AMMONIUM + ORGANIC NITROGEN TNC2,MG/L,17773880,TOTAL NITRITE AS NITROGEN DNO2,MG/L,177788SO,DISSOLVED NITRITE AS NITROGEN TNO23,MG/L,17778e80,TOTAL NITRITE * NITRATE AS NITROGEN ON023,MG/L,1777SSSO,OISSOLVED NITRITE + NITRATE AS NITROGEN TP,MG/L,7723140,TOTAL PHOSPHORUS AS P OP,MG/L,7723140,DISSOLVED PHOSPHORUS AS P TORTHOP,MG/L,7723140,TOTAL ORTHOPHOSPHATE AS P OORTHOP,MG/L,7723140,DISSOLVED ORTHOPHOSPHATE AS P DORGC,MG/L,7440440,DISSOLVED ORGANIC CARSON AS C SORGC,MG/L,7440440,SUSPENDED ORGANIC CARSON AS C ALACHLOR,UG/L,159726oe,TOTAL ALACHLOR AMETRYNE,UG/L,834128,TOTAL AMETRYNE .(GESAPAX OR EVIK) ATRZ,UG/4L,1912249,TOTAL ATRAZINE IN WHOLE WTR.SMPLE ATRATON,UG/L,1610179,TOTAL ATRATON CYANAZIN,UG/L,21725462,TCTAL CYANAZINE. IN WHOLE WTR SMPLE CYPRAZIN,UG/L,NONE,TOTAL CYPRAZINE PRMETRYN,UG/L,7297196,TOTAL PROMETRYNE PROMET2ON,U6G/8L,1610280,T2CTAL PR0OMET2ONE PROPAZNE,U6G/L,12394062,T2CTAL PR6OPAZIN6E SIMAZIN6E,UG/12L,1222349,T2CTAL SIMAZINE IN WHOLE WTR SMPL0E SIMETONE,U2G/L,46783041,T2CTAL SIM2ET2ONE SIMETRYN,UG/L,1014706,T4CTAL SIMETRYN2E IN WHOLE WTR SMPL2E STREAM,CFS,N6CNE,2INSTATANEOUS STREAMFL6OW D-53 0 000,NG/G,72548,D0D DOT,NG/3,502?3,DDT SUMOOT,NG/0,50293,SUM OF DOT'S HEPEPOX,NG/G,1024573,HEPTACHLOR EPOXIDE OORIN,NG/0,65071,DIELDRIN DATA SRBC.A-16.1; INPUT 91 STATION S5. @6 DATE YYMMOD6. 012 SAND 4.1 @16 SI/CL 4.1 @20 TCD 3.1 @23 TCR 2. @25 TCU 3. @28 THS 5.3 e33 TNI 2. %35 TPB 4. @39 TZN 3. 042 TFE 4.1 @46 TMN 4.2 @50 SAMPLE $11.; CARDS; KCS.079072396.0 0.1090260.00219017107907.80.48BOTTOM SED. KCS.0790723 04.01.6161210.21834033430212.10.66BOTTOM SED. COO.U79072474.9 0.5030060.02205002702502.20.IBSOTTOM SED. COD.U790724 2S.11.5070260.09318005012005.60.60BOTTOM SED. COO.079072493.6 2.3090540.00917019112905.80.48BOTTOM SED. COD.0790724 06.44.6251040.40531020753614.41.IOSOTTOM SED. CON.U79072414.3 1.206008 10007005602.402.08OTTOM SED. CON.U790734 85.70.7060200.09411004805407.20.64BOTTOM SED. CON.079072499.0 0.5060110.00217007706605.10.22BOTTOM SED. CON.0790724 01.08.57337aO.3Z529110999317.63.33BOTTOM SED. DATA SRSC.A-16.21 INPUT @1 STATION 15. @6 DATA YYMMOD6. @12 ORGC 4.2 @16 PC8 3. @19 ALORIN 3.1 @22 LINDANE 3.1 @25 HEPTACHLOR 3.1 @28 DOE 4.1 @33 000 4.1 @36 DOT 4.1 @40 HEPEPOX 3.1 943 OIELDRIN 3.1 @46 SAMPLE $11.; CARDS; KCS.U790723 1120.00.01.115.004.400.90.1o.seOTTOM SED. KCS.07907230.682790.00.a2.606.704.514.00.71.OBOTTOM SED. COD.U7907241.111350.00.30.316.005.907.80.43.480TTOM SED. COO.0790724O.a25240.01.01.807.217.529.01.94.790TTOM SED. CON.U7907242.062110.00.00.005.511.003.71.27.4eOTTOM SED. CON.07907240.'@ISOBSO.00.41.206.805.804.81.21.ISOTTOM SED. DATA SRec.A-16.3; INPUT @1 STATION $5. @6 DATE YYMMD06. @12 PC8 3. @12 ALDRIN 3.1 @18 LINDANE 3.1 @21 HEPTACHLOR 3.1 @24 DOE 4.1 @28 DDO 4.1 @32 DOT 4.1 @36 SUMOOT 2. @3S HEPEPOX 4.1 @42 DIELDRIN 4.1 CARDS; @46 SAMPLE $4.; COO.17907242570.01.90.007.514.028.05001.404.7SOIL COO.27907241200.00.60.613.007.006.02604.503.4SOIL COD.37907242S2O.OO.2O.Ol7.004.608.62601.512.OSOIL COO.47?07243320.01.34.334.012.012.05801.704.7SOIL COO.57907242340.00.01.213.013.OS3.07901.306.OSOIL CON.17907242640.00.80.030.008.309.63906.012.OSOIL CON.27907242260.00.00.606.003.609.21900.717.OSOIL CON.37907242140.01.33.'-221.010.019.05003.305.9SOIL CON.47907246240.02.67.020.033.028.oei3o.030.OSOIL CON.579072436ao.oo.94.111.008.337.05608.012.OSOIL D-54 *TI: NONPOINT,SOURCE POLLUTION ASSESSMENT OF THE LOWER SUSCUEHANNA RIVER BASIN *DS: IN STORET CBP.REPORT26 *RR: NONE *PI. SUSGUEHANNA RIVER BASIN COMMISSION *PO: 1721 NORTH FRONT ST. * HARRISBURG, PA. 17102 * 717-238-0425 *PR: CHARLES S. TAKITA *PE: EXISTING DATA FROM WATER OUALITY PROGRAMS FROM OTHER AGENCIES UP TO 1977 *GE: LOWER SUSCUEHANNA RIVER BASIN *GL: *AS: ASSESSES THE PROBLEM OF NONPOINT SOURCES OF POLLUTION AND IDENTIFIES * PROBLEM AREAS WHICH MAY WARRANT DETAILED STUDIES WITH THE ULTIMATE GOAL * OF PROVIDING A BASIS FOR RECOMMENDING CONTROL MEASURES BASED UPON THE * IMPACT THAT IDENTIFIED NONPOINT SOURCE POLLUTION HAS UPON STREAM OUALITY. * THE ASSESSMENT IS BASED UPON AVAILALBE DATA FROM OTHER COLLECTION AGEN- * CIES. ALL 'WON' STATIONS OPERATED BY PENSYLVANNIA DEPARTMENT OF ENVIRON- * MENTAL RESOURCES, WHILE ALL THE REMAINING STATIONS ARE OPERATED BY THE * MARYLAND DEPARTMENT OF NATURAL RESOURCES. *ST: STATION,LATITUDE,LONGITUDE,RIVER MILE,DESCRIPTION * WON0204,395339,762134,UNKNOWN,PEOUEA CK. PTR 324 MARTIC TWP. * WON0231,395741,762158,UNKNOWN,CONESTOGA CK. @ ROCK HILL ON T-561 BRIDGE * WGNOZOS,400300,761639,UNKNCWN,CONESTOGA CK. 500' BELOW WATER WORKS * WON0209,395514,764457,UNKNOWN,S BR CODORUS CK @ YORK WATER CO PUMP STN * WON0210,400452,764307,UNKNOWN,W. CONEWAGO CK. @ BRIDGE ON RTE. 181 * WONO211,401129,764352,UNKNOWN,SWATARA CK. 2 BRIDGE ON RTE. 441 MIDDLETOWN. * WON0212,401327,76513e,UNKNOWN,YELLOW BREECHES CK. ON OLD RTE. 111 * WON0240,401638,765700,UNKNOWN,CONODOGUINET CK. DOWNSTREAM OF LR 21016. * WON0213,401536,770611,UNKNOWN,CONODOGUINET CK. @ BROS T-574 * WON0225,403214,765739,UNKNOWN,WICONISCO CK. @ MILLERSBURG ON RTE. 147 * WONO226,403640,76Z443,UNKNOWN,MAHANTANSO CK. NR. DALMATIA * WON0227,404334,765016,UNKNOWN,MAHANOY CK. ON RTE. 147 NR. MOUTH * WON0229,404850,765120,UNKNOWN,PENNS CK. ON RTES. 11 & 15 NR. MOUTH * WON0230,404837,763504,UNKNOWN,SHAMOKIN CK. FOOTBRIDGE AT USGS GAGE * WON0214,402842,770746,UNKNOWN,JUNIATA RIVER @ NEWPORT RTE. 34 * WON0245,403141,772332,UNKNOWN,TUSCARCRA CK. @ PORT ROYAL RTE. 333 * WON0220,403622,7733Z5,UNKNOWN,KISHACOUILLAS CK @ LEWISTOWN BCRO RT 522 * WON0246,403ZO7,773327,UNKNOWN,JACKS CK. @ LEWISTOWN RTE. 22 * WON0247,403752,773401,UNKNOWN,KISHACOUILLAS CK. BRIDGE, ON LR 44002 * WON0248,403944,77354O,UNKNOWN,HONEY CK. @ REEDSVILLE RTE. 322 * WON0253,403917,7735O0,UNKNOWN,KISHACOUILLAS CK. ON RTE. 322 * WON0249,402005,775136,UNKNOWN,AUGHWICK CK. @ AUGHWICK MILLS ON T-403 * WCNO215,402342,775624,UNKNOWN,JUNIATA RIVER @ MAPLETON ON LR 31O84 * WON0223,401257,781556,UNKNOWN,RAYSTOWN BR. JUNIATA RIVER ON RTE. 913 * WCNO250,400126,782839,UNKNOWN,DUNNING CK. @ RR BRIDGE OFF T-477 * WON0251,4OO85O,783321,UNKNOWN,BOBBS CK. @ REYNOLOSDALE LR 05060 * WONO216,402905,78O109,UNKNOWN,JUNIATA R. @ HUNTINGDON ROAD A-135 * WON0224,402834,781039,UNKNOWN,FRANKSTOWN BR JUNIATA R @ PENN CENTRAL RR * WON0252,402554,782l3O,UNKNOWN,BEAVER OAM BR. JUNIATA R. BLAIR TWP. * WON0217,403633,78O811,UNKNOWN,LITTLE JUNIATA R @ SPRUCE CK BORO ON RT45 * WON0218,403739,791742,UNKNOWN,LITTLE JUNIATA R. ON RTE. 220 * WON0219,404014,7814LS,UNKNOWN,S. BALD EAGLE CK. @ TYRONE ON RTE. 350 * LOE0007,UNKNOWN,UNKNOWN,UNKNOWN,LITTLE DEER CK. OFF HARRIS MILL ROAD * DER0437,UNKNOWN,UNKNOWN,UNKNOWN,DEER CK. @ HARRIS MILL ROAD * EBA0001,UNKNOWN,UNKNOWN,UNKNOWN,EBAUGHS CK. @ HARRIS MILL ROAD * DER0424,UNKNOWN,UNKNOWN,UNKNOWN,DEER CK. @ BOND RD. * UDR0O05,UNKNOWN,UNKNCWN,UNKNOWN,UNNAMED TRIB. @ LIES RD. * DERO399,UNKNOWN,UNKNOWN,UNKNOWN,DEER CK. @ GREEN RD. * DER0328,394049,762936,UNKNOWN,DEER CK. @ CAREA RD * BIG0002,394036,762716,UNKNOWN,BIG BR. DEER CK. @ EDEN MILL RD. * FLL0001,394027,762637,UNKNOWN,FALLING BR. DEER CK. @ RED BRIDGE RD. * DER0282,393954,762632,UNKNOWN,DEER CK. @ BRIDGE ON MD. 165 * LDC006,3939422,762654,UNKNOWN,LITTLE DEER CK. @ BRIDGE ON MO. 165 * DER0263,393840,762532,UNKNOWN,DEER CK. @ ST. CLAIR BRIDGE RD. D-55 * DER0231,393747,762355,UNKNOWN,DEER CK. @ CHERRY HILL RD. * DER0175,393718,762003,UNKNOWN,DEER CK. @ WALTERS MILL RD. * DER0124,393716,761800,UNKNOWN,DEER CK. @ U.S. RTE. 1 * DER0090,393604,761538,UNKNOWN,DEER CK. @ MO. 136 * DER0069,393703,761419,UNKNOWN,DEER CK. @ NOBLE MILL RD. * DEROO15,393724,760954,UNKNOWN,DEER CK. @ STAFFORD BRIDGE RD. * DEROOO1,393649,760SZ9,UNKNOWN,DEER CK. @.MOUTH @,RR eRIOGE *PA: PARAMETER,UNITS,CAS CODE,LABEL * N023,MG/L,17778880,NITRITE + NITRATE * NH3,MG/L,17778880,AMMONIA * TP,MS/L,7723140,TOTAL PHOSPHORUS * FLOW,CFS,NONE,MEAN FLOW D-56 *TI: SUSUEHANNA RIVER BOTTOM SEDIMENTS, PART IV: SURFICIAL HEAVY METALS & * ORGANIC POLLUTANTS AT NEW YORK AND PENNSYLVANIA SITES, 1979-1980; RE- * LATED CHEMICAL INVESTIGATIONS *DS: SRBC.A-16.1 CBP.REPORT27 *RR: SRBC.A-16.2, SRBC.A-16.3 *PI: SUSUEHANNA RIVER BASIN COMMISSION *PO: 1721 N. FRONT ST. * HARRISBURG,PA. 17102 * 717-238-0425 *PR: BRUCE MCOUFFIE, FRANK EMMI, GARY C. MUCKLOW, DAVID J. RUSSELL *PE: 1979-1980 *GE: LOWER SUSUEHANNA RIVER BASIN, KISHACOUILLAS CK. BASIN, CODORUS CK. * BASIN, CONESTOGA RIVER BASIN *GL: *AB: BOTTOM SEDIMENTS IN THE SUSUEHANNA RIVER BASIN WERE COLLECTED AND * ANALYZED FOR SURFICIAL HEAVY METALS IN THE SAND AND SILT/CLAY FRACTIONS. * SOIL SAMPLES REPRESENTATIVE OF THREE PENNSYLVANIA SEDIMENT SITES WERE * ALSO ANALYZED FOR ORGANIC POLLUTANTS. *ST: STATION,LATITUDE,LONGITUCE,RIVER MILE,DESCRIPTION * KCS.U,UNKNOWN,UNKNOWN,UNKNOWN,KISHACOUILLAS CK. ABOVE YEAGERSTOWN * KCS.D,UNKNOWN,UNKNOWN,UNKNOWN,KISHACCOUILLAS CK. NR. CONF. W/ JUNIATA R. * COD.U,UNKNOWN,UNKNOWN,UNKNOWN,CODORUS CK. @ USGS GAGE IN W. YORK, PA. * COD.0,UNKNOWN,UNKNOWN,UNKNOWN,CODORUS CK. BELOW RTE. 30 IN YORK, PA. * CON.U,UNKNOWN,UNKNCWN,UNKNOWN,CONESTOGA R. ABOVE WATER TREATMENT PLANT * CON.0,UNKNOWN,UNKNOWN,UNKNOWN,CONESTOGA R. BELOW RT.272 IN LANCASTER, PA * KCS.1,UNKNOWN,UNKNOWN,NONE,KISHACOQUILLAS CK. BASIN FARM SOIL SMPL * KCS.2,UNKNOWN,UNKNOWN,NONE,KISHACCOUILLAS CK. ALONG RD. BY CAVE * KCS.3,UNKNOWN,UNKNOWN,NONE,KISHACCOUILLAS CK O.1 MI W OF YEAGERSTOWN * KCS.4,UNKNOWN,UNKNOWN,NONE,KISHACCOUILLAS CK 0.1 MI W OF YEAGERSTOWN * KCS.5,UNKNOWN,UNKNOWN,NONE,KISHACOQUILLAS CK 0.1 MI W OF YEAGERSTOWN * COO.1,UNKNOWN,UNKNOWN,NONE,CODORUS CK BASIN OVERBURDEN BY USGS SS#20 * COO.2,UNKNOWN,UNKNOWN,NONE,CODORUS CK BASIN EDGE OF WOODS 1/4 MI. * SOUTHEAST OF USGS SS#20 * COD.3,UNKNOWN,UNKNOWN,NONE,CODORUS CK BASIN EDGE OF WHEATFIELD NR. * PUMPING STN. SOIL SMPL * COD.4,UNKNOWN,UNKNOWN,NONE,CODORUS CK. BASIN W. BANK 1/4 MI. DOWN- * STREAM OF USGS SS#20 SOIL SMPL * COD.5,UNKNOWN,UNKNOWN,NONE,CODORUS CK. BASIN YORK COLLEGE GROUNDS * OON.1,UNKNOWN,UNKNOWN,NONE,CONESTOGA R. BASIN WOODED AREA NR. * LANCASTER CO. CENTRAL PK. SOIL SMPL * CON.2,UNKNOWN,UNKNOWN,NONE,CONESTOGA R. BASIN FALLOW FIELD SOIL SMPL * CON.3,UNKNOWN,UNKNOWN,NONE,CONESTOGA R. BASIN ALONG HEDGEROW NR. * CONESTOGA SCHOOL SOIL SMPL * CON.4,UNKNOWN,UNKNOWN,NONE,CONESTOGA R. BASIN NR. COMMUNITY POOL NR. * WATER WORKS SOIL SMPL * CON.5,UNKNOWN,UNKNOWN,NONE,CONESTOGA R. BASIN WOODED AREA 1/4 S. OF * RT. 222 BRIDGE SOIL SMPL *PA: PARAMETER,UNITS,CAS CODE,LABEL * SAND,%OFSMPL,NONE,SAND FRACTION OF SAMPLE * SI/CL,%OFSMPL,NONE,SILT/CLAY FRACTION OF SAMPLE * TCD,UG/G,7440439,TOTAL CADMIUM * TCR,US/G,7440473,TOTAL CHROMIUM * TCU,UG/G,7440ZOS,TOTAL COPPER * THG,UG/G,7439976,TOTAL MERCURY * TNI,UG/G,7440020,TOTAL NICKEL * TPB,UG/G,7439921,TOTAL LEAD * TZN,UG/G,7440666,TOTAL ZINC * TFE,MG/G,7439896,TOTAL IRON * TMN,MG/G,7439965,TOTAL MANGANESE * ORGC,%,7440440,PERCENT ORGANIC CARBON * PCB,NG/G,12767792,PCB'S * ALORIN,NG/G,3092002,ALDORIN * LONE,NG/G,58899,LINDANE * HEPCLR,NG/G,76448,HEPTACHLOR * DDE,NG/G,72559,DDE D-57 *Tl MAHANTANG0 CREEK WATERSHED - FATE AND TRANSPORT OF WATER AND NUTRIENTS *DS: NWRC.MAH *RR: NONE *PI: NORTHEAST WATER RESEARCH CENTER, AGRICULTURAL RESEARCH SERVICE *PC: 110 RESEARCH BUILDING A * UNIVERSITY PART, PA 16802 CBP.REPORT28 *PR: PIONKE H.B., ET AL. *PE: JUNE 1969-JANUARY 1971 *GE: SUSUEHANNA RIVER BASIN, MAHANTANG0 CREEK WATERSHED * *AS: THE NWRC COLLECTED ROUTINE RAINFALL-RUNOFF DATA AND WATER CHEMISTRY DATA. * THE RESULTS ARE PRESENTED IN THE CONTEX OF EXPERIMENTAL HYDROLOGIC CROSS- * SECTIONS. A HYDROLOGICALLY BASED CROSS-SECTION MODEL WAS DEVELOPED AND * GENERALIZED TO DESCRIBE THE DOMINANT HYDROLOGIC PROCESSES IN THE NEAR- * STREAM ZONE. THE BEHAVIOR OF NO3, NH4, AND SOLUBLE P IN BASE AND STORM * FLOW ARE PRESENTED AND EXPLAINED IN THE CONTEXT OF THE MODEL. *ST: STATION,LAT.,LONG.,RIVER MILE,DSCRIPTION * GR04,403640,765443,UNKNOWN,MAHANTANSO CREEK * GR27,403916,764114,UNKNOWN,UPPER MAHANTANGO * GM27,403903,764127,UNKNOWN,PINE CREEK * WE38,403001,763528,UNKNOWN,THREE SUARE MILE *PA: PARAMETER,UNITS,CAS CODE,LABEL * FLOW,CFS,NONE,AVERAGE STREAMFLOW * TNA,PPM,NONE,SODIUM CONCENTRATION * TK,PPM,NONE,POTASSIUM CONCENTRATION * TMG,PPM,NONE,MAGNESIUM CONCENTRATION * TCA,PPM,NONE,CALCIUM CONCENTRATION * TCL,PPM,NONE,CHLORIDES CONCENTRATION * TS04,PPM,NONE,SULFATE CONCENTRATION * TN,PPM,NONE,NITROGEN CONCENTRATION * TPSOL,PPM,NONE,SOLUBLE PHOSPHORUS CONCENTRATION * NAOUT,#/ACRE,NONE,WATERSHED OUTPUT OF SODIUM * KOUT,#/ACRE,NONE,WATESHEO OUTPUT OF POTASSIUM * MGOUT,#/ACRE,NCNE,WATERSHED OUTPUT OF MAGNESIUM * CAOUT,#/ACRE,NONE,WATERSHED OUTPUT OF CALCIUM * CLOUT,#/ACRE,NONE,WATERSHED OUTPUT OF CHLORIDES * S040UT,#/ACRE,NONE,WATERSHEO OUTPUT OF SULFATES * N030UT,#/ACRE,NONE,WATERSHED OUTPUT OF NITRATES * PSOLOUT,#/ACRE,NONE,WATERSHED OUTPUT OF SOLUBLE PHOSPHORUS DATA NWRC.MAH; INPUT @1 STATION $4. @5 DATE YYMMDD6. @11 FLOW 4. @15 TNA 1. @16 TK 1. @17 TMG 2. @19 TCA 2. @21 TCL 2; @23 TS04 3. @26 TN 1. @27 TPSOL 5.3 @33 NAOUT 5.3 @37 KOUT 5.3 @42 MGOUT 5.3 @47 CAOUT 6.3 @53 CLOUT 5.3 058 S040UT 6.3 @64 N030UT 5.3 @69 PSOLOUT 7.5; CARDS; GM2769061700333115180412400.0030.1010.0310.39600.4770.12803.2310.0030.00008 GM27690624OO252ll722O613900.0040.O58O.0290.33900.4380.125O3.7190.0020.00008 GM276906300016311819051410 0.0490.0190.23600.25OO.06701.7870.003 GM2769070800173119130312000.0080.0470.0140.255OO.1700.04201.5430.0030.00010 GM2769071500134120170312000.0060.0460.0110.21800.1860.04101.2540.0020.00006 GM2769072300174118150309600.0110.0650.0160.25500.2060.05301.2980.0030.00015 GM27690728016761OZO80900400.0130.8030.2070.66001.0361.19200.6210.0780.00015 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GM2770050501994107170500000.0030.6390.1751.10802.7540.87600.0000.1240.00046 GM2770051201073110190400000.0050.3050.0940.83601.6100.35300.0000.0080.00041 GM2770051901374018160500000.0030.4620.1240.90101.7810.60000.0000.0740.00032 GM2770052600753110180310810.0020.2130.0660.59201.0690.22606.2670.0580.00012 GM2770060300543113190313900.0080.1540.0690.56900.8290.11305.8240.0250.00033 GM2770060800413112210312600.0060.1230.0390.39300.6720.11103.9760.0160.00019 GM2770061500723115290315200.0100.2060.0700.88501.5820.17908.5270.0170.00056 GM2770062200445112230712420.0020.1820.0630.41900.7930.24404.2820.0890.00007 GM2770062900474114230513800.0060.1760.0460.51400.8470.19405.0410.0290.00022 GM2770070601135115240615900.0070.4840.1241.32302.1280.59114.0360.0530.00061 GM2770071500885115200712210.0030.3600.1041.02501.3900.50608.3630.1160.00020 GM2770072000664114220515310.0050.2350.0680.75201.1470.29007.8590.0510.00026 GM2770072700394215210514900.0070.1400.0790.45900.6530.16204.5630.0240.00021 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WE3870081800005103100402S20.0370.0340.ooeo.02600.0730.03100.1920.0150.00025 WE3870082500015204100602020.0180.0780.0350.05700.1450.09500.2920.0340.00025 WE3870090700005103090500820.0250.0420.0140.02800.0710.04200.0640.0150.00018 WE3870090800005103080401310.0290.0260.0090.01700.0430.03400.0700.0090.00015 WE3870091400005103100300710.0400.0240.0080.01400.0450.01700.0320.0070.00018 WE3870092100005203100300720.0240.otlf.ooeo.01300.0410.01300.0270.0080.00009 WE3e7OO929Oooo52O3llO5OO720.0240.046O.Ol9O.O3OOO.Qa7O.O4lOO.Oz6O.Ol7O.OO019 WE3870100600005203120400520.0410.0230.0130.01700.0590.02300.0260.0110.00019 wE3870101200015203120400810.0320.0730.0350.05100.1660.05800-1110.0230.00043 WE387010z6OOOl5lO5l4OeOO450.0110.1560.OSIO.15800.4030.25100.1360.1440.0003i D-62 WE3870110300025205140700430.0110.2310.50.20600.5730.30000.1930.1490.00044 WE387011090005510512080176OOO9OZ5001720.53501.2270.78001.6540.5840.00086 WE3870111600104206140901280.0160.9430.4491.37103.0411.O2.631.7230-0032S WE3870112500054106110802080.0090.4030.1840.57201.0910.81801-9060.7940.00083 WE3970120100024105130701760.0140.2190.0870.24300.5550.33900.7360.3140.00064 WE3870120800025005060701660.0100.2600.0380.2alOO.3260.367OO.82So.-6n5O.OO049 WE3870111400073lo6oeoeot87O.Ol9O.1.240.2410.91401.1001.09202.4451.0040.00254 WE3870122100053105120803970.0110.3100.1340.51401.0990.73303.5340.7010.00099 WE3870122900023104100603250.0110.1510.0450.OO.4360.27700.9070.2340.00045 D-63 0 TI: AN INVENTORY OF SUSPENDED SEDIMENT STATIONS AND TYPE CF DATA ANALYSIS FOR PENNSYLVANIA STREAMS DS: IN WATER SUPPLY PAPERS AND IN WATSTORE AND STORET *PI: U.S. GEOLOGICAL SURVEY *PO: WATER RESOURCES DIVISION CBP.REPORT29 3RD AND WALNUT STS. HARRISBURG, PA 17108 717-782-3468 *PR: ARTHUR N. OTT ALLEN B. COMMINGS *PE: 1947-1970 GE: PENNSYLVANIA, LCWER SUSUEHANNA RIVER BASIN *AB: A COMPILATION OF THE LOCAT!ON, PERIOD. OF RECORD, SAMPLING FREUENCY AND TYPE OF DATA SYNTHESIS FOR SUSPENDED SEDIMENT CARRIED BY PENNSYLVANIA STREAMS. ALL SEDIMENT DATA LISTED WERE COLLECTED BY THE USGS MAINLY IN COOPERATION WITH OTHER AGENCIES. THOSE STATIONS IN THE LOWER SUSUEHANNA RIVER BASIN ART- LISTED IN THE FOLLOWING SECTION. THOSE 0m STATIONS LISTED WITHOUT LATITUDES AND LONGITUDES WERE NOT LOCATED IN STORET. *ST.- STATION,LATITUDE,LONGITUDE,RIVER MILS,DESCRIPTION 01554000,40SO04,764937,?,SUSUEHANNA RIVER 0 SUNBURY PA OIZZ4500,404837,763504,?,SHAMOKIN CREEK NEAR SHAMOKIN PA OlS,-j4Z3O,?,?,?,SHAMOKIN CREEK AT PAXINOS PA 015S5000,405200,770255,?,PENNS CREEK AT PENNS CREEK PA OIZZZZZO,404440,764729,?,MAHANOY CREEK AT DORNSIFE PA 016=5500,403640,765444,7,EAST MAHANTANGO CREEK NEAR DALMATIA PA 0lZZ5370,?,-,'!l,WISCONISCO CREEK AT ELIZABETHVILLE PA Ol5S6OOO,402747,781200,-,FRANKSTOWN SR JUNIATA R AT WILLIAMSBURG PA OIZ-JSOOO,403645,78OS27,?,Lr-TTLE JUNIATA RIVER AT SPRUCE CREEK PA 01559000,40290E,730109,?,@tJNIATA RIVER AT HUNTINGDON PA 01560000,400412,7S2934,?,DUNNING CREEK AT BELDEN PA 01'Z-63000-1401257,781EE6,'@,ZAYSTOWN BR JUNIATA RIVER AT SAXTON PA 01563000,402535,7aOl47,?,RAYSTOWN eR JUNIATA RIVER NEAR HUNTINGDON PA 01564500,401245,775Z32,?,AUGHWICK CREEK NEAR THREE SPRINGS PA 01565000,403917,773500,?,K!SHACOOUILLAS CREEK AT REEDSVILLE PA 01567000,402842,770746,?,.'UNIATA RIVER AT NEWPORT PA 01567400,?,?,'?,9IXLER RUN (AT KISTLER) NEAR LOYSVILLE PA 01567420,?,?,?,NORTH eR eiXLER RUN (AT PALMS) NEAR LOYSVILLE PA 0l-,67440,?,-?,1,NRTH BR BIXLER RUN (AT KISTLER) NEAR LOYSVILLE PA 0lS67460,?,7,->,EAST SR elXLER RUN (NEAR KISTLER) NEAR LOYSVILLE PA 01567ZO0,402215,772409,?,--IXLER RUN NEAR LOYSVILLE PA OIS69000,401934,771009,?,SHERMAN CREEK AT SHERMAN DALE PA OIS70000,401508,770117,?,CNODCGUINET CREEK NEAR HOGESTOWN PA 01570100,401727,765938,?,--ONCOCGUINET CREEK TRIS NO. 1 NEAR ENCLA PA OIZ70230,401744,76T-7ZZ,?,CONCDCGUINET CREEK TRIB NO.. --A NEAR ENOLA PA OlZ7O26O,401747,765751,?,CONODCGUINET CREEK TRIB NO. 29 NEAR ENOLA PA Olt7O3OO,40laOZ,765657,?,CONCOSUINET CREEK TRIB NO. 3 NEAR ENOLA PA OIZ70ZOO,401517,76S3ll,?,SUSUEHANNA RIVER AT HARRISSURG PA OIZ71100,401641,764946,?,SPRING CREEK TRIB NEAR HARRISBURG PA 01571ZOO,401329,76Z3Z4,?,YELLOW SPEECHES CREEK NEAR CAMP HILL PA 0157la2O,403450,762418,?,SWATARA CREEK AT RAVINE PA 01572000,403215,762240,7,LOWER LITTLE SWATARA CREEK AT PINE GROVE PA 0lS782Z00,?,?,?,S0WATARA CREEK AT JONESTOWN PA - 0105742540,?,?,6?,LITTL0E SWATARA CREEK NEAR MT. AETNA PA 40l8S742600,4?,?,?,LITTL2E SWArARA CREEK AT JONESTOWN PA 0O8I0Z73000,402409,763439,?,SWATARA CREEK AT HARPER TAVERN PA 01.8573097,?,?,-8?,84UITTAPAi-IILLA CREEK NEAR ANNVILLE PA 0105736200,6?,1,->,62UITTAPAHILLA CREEK AT SNYDER PA 0165732S852O,2?,?,?,MANAOA CREEK NEAR SAND eEACHPA 80l.-j736Z70,2?,2?,8?,SPRIN8G CREEK AT UNION DEPOSIT PA 8Ol2Z7632S8S2O,2?,'2?,8?,2eEAVE8R CREEK AT HUMM12E8LST8OWN PA 400l8S734600,4?,8?,4?,SWATARA CREEK AT MIDDLETOWN PA 2O4I8S73seo,400113,770852Z,27,LATIMORE CREEK TRI8S NEAR YORK SPRINGS-PA 0125732890,4002204,7702833,6?,N2ORTH FORK LATIMCRE 2CR NEAR YORK SPRINGS PA 8O4I6Z74000,4 0042Z26,764313,?,WEST C6ON0EWA2GO CREEK NEAR MANCHESTER PA D-64 -arm 0 01574500,395243,765113,?,WEST ER CODORUS CK AT SPRING GROVE PA 01575000,395514,764457?,SOUTH SR CODORUS CK NEAR YORK PA 01576500,400300,761639,?,CONESTOGA CK AT LANCASTER PA 01577500,394621.,761858,?,MUDDY CREEK AT CASTLE FIN PA D-65 0 *TI: PRIORITY WATER BODY SURVEY REPORT WATER UALITY STANDARDS REVIEW *03: DER.PWSSRS4.a *RR: DER.PweSRS4.b *PI: PENNSYLVANIA DEPARTMENT OF ENVIRONMENTAL RESOURCES *PO: BUREAU OF WATER UALITY MANAGEMENT 11TH FLOOR FULTON BUILDING CBP.REPORT30A 3RO & LOCUST STS HARRISBURG, PA i7120 *PR: DIVISION OF WATER UALITY ROBERT FRY 717-787-9633 PE: 19e3 *GE: LOWER SUSUEHANNA RIVER BASIN, THREE SPRINGS CREEK, GREAT TROUGH CREEK *AS: THE DER HAS DEVELOPED WATER UALITY STANDARDS FOR ALL OF THE SURFACE WATERS IN THE STATE. THESE STANDARDS, WHICH ARE DESIGNED TO SAFESUARD PENNSYLVANIA'S STREAMS, RIVERS AND LAKES, CONSIST OF BOTH USE DESIGNATIONS AND THE CRITIERA NECESSARY TO PROTECT THESE USES. THE STANDARDS ARE DESIGNED TO PROTECT EXISTING STREAM USES AND USES OF THAT WOULD BE POSSIBLE IF THERE WERE NO POLLUTION. THE FIRST SET OF INVESTIGATIONS BEGAN IN 1933 AND ARE CONTINUING AS THE RESULT OF SECTION 303 OF THE FEDERAL WATER POLLUTION CONTROL ACT. ST: STATION,LAT.,LONG.,RIVER MILE,OESCRIPTION TSC1,40113e,780141,?,THREE SPRINGS CK PRIVATE BRIDGE OFF RTE 994 TSC2,401136,775909,?,THREE SPRINGS CK 200' OWNSTRM OF RTE 994 TSC3,401321,780045,?,MCUNTAIN BRANCH @ BRIDGE ON T-353 T-MC4,401140,775908,?,MCUNTAIN BRANCH 100' UPSTRM OF RTE 994 BRIDGE TSCZ,401133,77ZS33,?,THREE SPRINGS CREEK @ BRIDGE ON RTE 994 TSC6,401153,775730,?,THREE SPRINGS CREEK 0 HUNTINGDON ca. BRIDGE #6 TSC7,401239,775607,?,THREE SPRINGS CREEK e BRIDGE ON T341 GTC1,4010Z1,78070S,?,GREAT TROUGH CK 0.25 MI UPSTRM OF RTE 913 BRIDGE STCZ,401057,780651,7,GREAT TROUGH CK 100' OWNSTRM OF RTE 913 BRIDGE GTC3,40133O,7e0-j26,?,GREAT TROUGH CK 0.3 MI S-SW OF COOKS. GTC4,401526,790224,?,SREAT TROUGH CK 0 BRIDGE ON T-340 STCZ,401646,730254,?,GREAT TROUGH CK 1.23 MI UPSTRM OF LITT'-E TROUGH CK GTC6,401642,7e04l0,?,GREAT TROUGH CK 0.9 OWNSTRM OF LITTLE TROUGH CK GTC7,401ZS7,780Z12,?,GREAT TROUGH CK 200'OWNSTRM OF SUGAR CREEK STC8,401916,780747,17,GREAT TROUGH CK @ SWINGING BRIDGE IN STATE PARK PA: PARAMETER,UNITS,CAS COOE,LAeSL WTEMP,DEG C.,NONE,WATER TEMPERATURE 00,MS/L,7792447,DISSOLVED OXYGEN PH,S.U.,NCNE,PH IN FIELD SCONO,UMHOS,NONE,SPECIFIC CONDUCTIVITY IN FIELD TCLRES,PP8,77e2505,TOTAL CHLORINE RESIDUAL SOOSU,MG/L,NONE,SOD 5 DAY UNINHIBITED SODZI,MG/L,NONE,9OD 5 DAY INHIBITED eOO2OU,MG/L,NONE,SO0 20 DAY UNINHIBITED 800201,MG/L,NONE,SCD 20 DAY INHIBITED TP,MG/L,7723140,TOTAL PHOSPHORUS TPSOL,MG/L,7723140,TTAL SOLUBLE PHOSPHORUS TORSC,MS/L,7440440,TCTAL ORGANIC CARBON TNC3,MG/L,17778880,NITRATE NITROGEN TNO62,MG/L,1777SaSSO,NITRITE NITROGEN TAMMONIA,MG/L,17778880,AMMCNIA NITROGEN TKN,MG/L,1777SSS0,TOTAL KJELDAHL NITROGEN. ALK,M2G/L,NONE,ALKALINITY HARO,M6G/6L,471341,HARONESS 2OSOLI8DS,MG/L,N2ON2E,TOTAL DISSOLVED SOLIDS SSOLI6D,M6S/L,N2ON6E,T2OTAL SUSPENDED SOLIDS VS2S2O8L2I60,M2G/2L,NCNE,V2OLATILE SUSPENDED SOLIDS TCL,M6G/L,NONE,T2OTAL CHLORIDE TS04,M2G/2L,N2ONE,TOTAL SULFATE PHLA28,SU,NCN2E,0PH IN LAS ST4REAM,CFS,N8ONE,INSTANTANE6CUS FLOW DATA 2DER.PWeSR8S85.A; INPUT @I STATION $4. 8O2S DATE YYMM2O2O6. 8011 TIME TIME65. 6016 WT2EMP 4.1 69020 PH 4.63 2@624 00 4.1 2@268 6SC2ON6O 3.0 D-66 @31 STREAM 6.2 @37 PHLAB 4.2 @41 ALK 5.1 @46 HARD 5.1 @51 DSOLIDS 5.1 @56 TS04 5.1 @61 TCL 5.1 @66 SSOLID 5.1 @71 REMSSOLID $1. @72 VSSOLID 5.1 @79 REMVSSOLIO $1.; CARDS; TSC1830922105:2010.57.5010.7095 7.10044.0047.0078.0020.0006.0005.0 002.0 TSC283092215:0015.08.1012.9305000.388.30130.O153.0204.0038.0008.0028. 020.0 TSC383092215:3011.58.0010.6080 7.40056.0067.0098.0014.0004.0025.0 021.0 TSC453092215:0513.08.0011.4l85001.498.00082.0098.0128.0023.0004.0015.O 013.0 TSC583092214:5013.07.9011.7235 8.00100.0123.0160.0030.0009.0013.0 006.0 TSC683092214:4512.07.9012.0210002.998.10112.0133.0178.0031.0006.0024.0 018.0 TSC783092214:3013.08.0012.6225 8.10116.0136.0035.0006.0013.0 011.0 STC183090715:00 6.70112.0144.0356.0050.0050.0034.0 STC283090713:5520.06.6004.1205000.077.10068.0090.0256.0075.0018.0032.0 STC3830907 19.06.3007.0090 GTC483090714:0019.57.0005.0065 6.10005.0028.0084.0025.0003.0021.0 GTC5830907l30206.3006.8107 6.40010.0051.0123.0040.0002.0038. 0 GTC683090712:3023.06.6.35 6.70028.0047.0118.0025.0004.0013.0 STC733090713:0022.07.1007.4102000.46.80032.0049.0113.0025.0004.00O.0 GTC88309O7l:4520.07.3008.2092001.166.80030.0044.0151.0020.0004.0007.0 DATA DER.PWBSR85.B; INPUT @1 STATION $4. @5 DATE YYMMDD6. @11 TIME TIME5. @16 BOO5U 5.1 @21 REMS005U St. 032 80051 5.1 027 REMB005I $1. 028 9002OU 5.1 @33 800201 5.1 038 REMS00201 $1. @39 TORGC 4.1 043 TKN 5.2 @48 REMTKN $1. @49 TAMMONIA 5.2 954 TNO2 6.4 @60 TN03 4.2 @64 TP 5.2 @69 TPSOL 5.2 @74 FECCOL 6.; CARDS; TSCS3090715:20000.4 000.5LOO1.0000.2 02.001.00 00.020.00600.2900.0300.03 TSC233090715:00000.8 000.2 003.4000.8 03.301.O0LOO.010.01801.3000.1400.10 TSC38309071:30 02.7 00.010.00600.3500.0400.02 TSC493090715:05000.4000.4L002.0000.4LO1.301.OOLOO.010.00800.3700.0900.07 TSC53090714:50001.2 001.5OO3.6001.0 02.901.00 0.01600.5600.1200.09 TSC6309O7l4:4O0.4OO0.4OO3.4001.0 03.501.OOOO030.02300.3000.1300.10 TSC78309071.4:30000.6 000.6002.3000.9 02.O1.00OO.030.02000.5000.0700.06 GTC183090715:00005.2 004.7 030.0007.2 09.005.50 03.740.01800.3000.2000.03001000 GTC283090713:55OO2.0 001.5 037.0009.4 05.4 06.510.02800.0300.0600.12110000 GTC3830907 STC433090714:00001.8 000.4 002.7000.2 01.500.400.010.00200.2000.0200.01000100 GTC583090713:30000. 000.4 001.7000.6 01.300.60 00.010.00200.0600.0300.02 3T06B30907123OOO2.4 001.8 004.4002.3 02.10060 00.030.00800.1500 0500 05000300 STC793090713:00001.4 001.0 003.3001.5 02.500.40 00.020.00400.1600.0500.02 GTC883090711:45000.8 000.6 002.5000.9 01.900.60 00.040.00200.0600.0300.02 Tl: PRIORITY WATER BODY SURVEY REPORT WATER DUALITY STANDARDS REVIEW OS: DER.PWBSR85.A *RR: DER.PWBSR85.BDER.PweSRes.c *Pl PENNSYLVANIA DEPARTMENT OF ENVIRONMENTAL RESOURCES *PO: BUREAU OF WATER DUALITY MANAGEMENT 11TH FLOOR FULTON BUILDING CBP.REPORT30B 3RO & LOCUST.STS. HARRISBURG, PA 17120 *PR DIVISION OF WATER DUALITY ROBERT FRY 717-787-9633 PE 1984 GE LOWER SUSOUEHANNA RIVER BASIN, RAYSTOWN BRANCH JUNIATA RIVERS SO BEAVER CREEK, DUNNING CREEK, COURUS CREEK *AS: THE DER HAS DEVELOPED WATER DUALITY STANDARDS FOR ALL OF THE SURFACE WATERS IN THE STATE. THESE STANDARDS, WHICH ARE DESIGNED TO SAFEGUARD PENNSYLVANIA'S STREAMS, RIVERS AND LAKES, CONSIST OF BOTH USE DESIGNATIONS AND THE CRITERIA NECESSARY TO PROTECT THESE USES. THE STANDARDS ARE DESIGNED TO PROTECT EXISTING STREAM USES AND USES THAT WOULD BE POSSIBLE IF THERE WERE NO POLLUTION. THE FIRST SET OF INVESTIGATIONS BEGAN IN 1983 AND ARE CONTINUING AS THE RESULT OF SECTION 303 OF THE FEDERAL WATER POLLUTION CONTROL ACT. NOTE REMARK CODES FOLLOW DATA VALUE. ILI INDICATES ACTUAL VALUE IS LESS THAN VALUE GIVEN. *ST: STATION, LATLONG.,RIVER MILE,DESCRIPTION COS1,395803,7643 COOORUS CK 0.1 MI UPSTRM.OF N. GEORGE ST. BRIDGE COS2,395900,76432CODORUS CK 50 YOS UPSTRM OF RTE 30 BRIDGE CS3,39Z951,764318,?.,COOQRUS CK1.0 MI DOWNSTRM FROM RTE 30 BRIDGE COS,40004S,764248,?,CCDCRUS CK OZ MI DWNSTRM OF MUNDIS MILL RD. BRIDGE C06SZ,40Ql08764736,COOQRUS CK IMMEDIATETLY OWNSTRM OF RTE 24 BRIDGE COS6,400114,764106,?,CCDCRUS CK 1.0 MI DOWNSTRM OF RTE 24 BRIDGE COS7,404308,763903,?,COOORUS CK SO YOS UPSTRM OF BRIDGE 0 COOORUS FURNACE PHRN,?,?,7,PCCRHOUSE RUN AT CONFLUENCE TO CODORUS CK SO MILL,?,?,MILL CREEK AT CONFLUENCE TO COOCRUS CK YSPl,?,?,?,C0DORUS CK 0 YORK STP DISCHARGE PIPE NUMBER ONE YSP3,?,?,,CCDORUS CK 6 YORK STP DISCHARGE PIPE NUMBER TWO SSTP,?,?,?.,CCDORUS CK 0 SPRINGETTSBURY SEWAGE TREATMENT PLANT OUN1,400909,7833S,?,OUNNING CRESK LRO5060 SPUR A BRIDGE SOB,?,?,?,SOSS CREEK 100' UPSTRM OF LROO6O IN REYNOLDSVILLE AOMI,?,?,?,AOAMS RUN UPSTRM OF LRO5111 BRIDGE DUN02,?,?,?,DUNNING CK JUNCTION OF T536 AND PA6 OUN3,?,?,?,DUNNING CK LRO5032 BRIDGE SEVI,395257,765842?,SEAVER CK AT 56S9 BRIDGE NR ABOTTSTOWN SEV62,395400,765903,?,BEAVER CK AT T-551 BRIDGE 650' EAST OF RTE 194 8EV3,395Zl6,765807,?,SEAYER CK AT T-466 BRIDGE 200' DOWNSTRM OF PARADISE 8UNT,??,?,UNNAM2EQ TRIB. TO BEAVER CK 0 T-659 BRIDGE NR RTE 30 RAY1,400030,782146,?,RAYSTOWN BR.-JUNIATA 200 YOS UPSTRM OF EVERETT STP RAY2,400104,782114,?,RAYSTOWN SR JUNIATA 1.5 MI OWNSTRM OF EVERETT STP RAY3,400038,781900,?,RAYSTOWN SR JUNIATA 25' UPSTRM OF GREYS RUN ESTP,?,?,?,RAYSTOWN SR JUNIATA 6 EVERETT SEWAGE TREATMENT PLANT PA: PARAMETER,UNITS,CAS COOE,LASEL WTEMP,OEG C,NONE,WATER TEMPERATURE DC,MG/6L,7782447,,DISSOLVED OXYGEN PM,6S.U.,N6QN20E,PH IN FIELD SC0OND,UMHOS/CM,NONE,SPECIFIC CONDUCTIVITY IN FIELD TCLR0ES,PP6S,776822506S,TOTAL CHLORINE RESIDUAL 6B6O6DSU,M0G/L,NONE,6SCO 5 DAY UNINHIBITED 2656,M6G/L,NQNE,2SQ0 5 DAY INHIBITED 2B20062600,M6G/8L,NCNE,63200 620 DAY UNINHIBITED 800201,MG/L,NONE,800 20 DAY INHIBITED TP,MG/L,7723140,TOTAL PHOSPHORUS TPSOL,MG/L,7723140,TOTAL SOLUBLE PHOSPHORUS SO TORSC,MG/L,7440440,TCTAL ORGANIC CARBON TN03,MG/L,177793SO,NITRATE NITROGEN TNO2,MG/L,1777BeSO,NITRITE NITROGEN TAMMONIA,MS/L,17778380,A00MMONIA NITROGEN D-68 * TKN,MG/L,1778880,TOTAL KJELDAHL NITROGEN * ALK,MG/L,NONE,ALKALINITY * HARD,MG/L,471341,HARDNESS * DSOLIOS,MG/L,NONE,TOTAL DISSOLVED SOLIDS * SSOLID,MG/L,NONE,TOTAL SUSPENDED SOLIDS * VSSOLID,MG/L,NONE,VOLATILE SUSPENDED SOLIDS * TCL,MG/L,NONE,TOTAL CHLORIDE * TS(j,MG/L,NONE,TOTAL SULFATE * PHLAB,SU,NONE,PH IN LAB * STREAM,CFS,NONE,INSTATENEOUS FLOW * TCO,MG/L,7440439,TOTAL CAOMIUM * TCR,MG/L,7440473,TOTAL CHROMIUM * TCU,MG/L,7440508,TOTAL COPPER * TFE,MG/L,743896,TOTAL IRON * TPB,MG/L,7439954,TOTAL LEAD * TMN,MG/L,7439965,TOTAL MANGANESE * TNI,MG/L,7440020,TOTAL NICKEL * TZN,MG/L,7440666,TOTAL ZINC * TAL,MG/L,7429905,TOTAL ALUMINUM * PHENOL,MG/L,UNKNOWN,TOTAL PHENOL * COLOR,?,?,NONE,COLOR *DATA DER.PWBSR85.A; INPUT @1 STATION $4. @5 DATE YYMMDD6. @11 TIME TIMES. @16 WTEMP 4.1 @20 PH 4.2 @24 00 4.1 @28 XDONO 3.0 @31 STREAM 6.2 @37 PHLAB 4.2 @41 ALK 5.1 @46 HARD 5.1 @51 DSOLIDS 5.1 @56 TSO4 5.1 @61 TCL 5.1 @66 SSOLID 5.1 @71 REMSSOLID $1. @72 VSSOLID 5.1 @79 REMVSSOLID $1.; CARDS; CDS184072309;1524.07.3508.4650093.007.60070.0017.0382.0050.0092.0032.0 016.0 PHRNS 4072309:45 8.20162.0208.0400.0055.0032.0010.0 010.0 MILL84072310:00 8.00106.0129.0286.0040.0024.0016.0 012.0 COS284072310:1524.08.0009.4660 7.70078.0123.0368.0050.0064.0034.0 010.0 YSP184072311:15 7.90198.0234.0624.0128.0150.0260.0 022.0 YSP284072311:30 6.80170.0262.0682.0065.0154.0012.0 012.0 CDS384072312:3025.0 06.7440 7.70062.0133.0398.0063.0097.0018.0 008.0 CDS484072313:3024.57.5005.6600 7.30086.0131.0388.0055.0094.0028.0 004.0 CDS584072314:4022.07.2004.7550174.407.30068.0135.0392.0055.0092.0032.0 004.0 SSTP84072513:00 7.20158.0158.0390.0105.0097.0030.0 030.0 CDS684072513:3023.57.2005.3600 7.30098.0153.0400.0068.0110.0030.0 016.0 CDS784072514:1524.07.3006.3510189.207.40090.0145.0374.0068.0101.0032.0 012.0 BEV194101114:0015.57.4008,8140000.19 BEV284101113:0017.5,.0010.6200001.43 BEV384101110:3016.07.4005.3180002.63 BEV184103109:10 7.50074.0080.0144.0011.0007.0002.0L002.0L BUNT84103109:30 7.50088.0096.0164.0014.0012.0002.0L002.0L BEV284103108:45 7.60088.0104.0164.0016.0012.0002.0L002.0L BEV384103110:00 7.60094.0107.0190.0021.0014.0002.0L002.0L DUN184080613:3022.07.2005.2170009.417.70054.0084.0170.0033.0009.0008.0 006.0 BOB184080613:4521.06.7006.9175029.5,,.10062.0088.0154.0026.0007.0010.0 008.0 ADM184080613:5024.57.3007.0165002.057.80064.0079.0128.0012.0005.0006.0 004.0 DUN284080614:07.4005.1205 7.60062.0090.0164.0031.0007.0012.0 010.0 DUN384080614:2024.07.7008.5200037.658.00066.0096.0164.0033.0007.0008.0 006.0 RAY184080808:3021.57.4006.7275057.187.90100.0130.0224.0030.0012.0018.0 010.0 ESTPS4080810:15 6.80230.0176.0532.0039.0134.0068.0 058.0 RAY284080811:3023.87.7007.7288 7.90102.0128.0240.0027.0022.0014.0 010.0 RAY384080814:0023.58.7009.4290057.798.40100.0126.0240.0028.0016.0010.0 008.0 ; DATA DER.PWBSR85.8; INPUT @1 STATION $4 DATE YYMMDD6. @11 TIME TIMES. @16 SOD5U 5.1 @21 REMBOD5U $1. @22 BODSI 5.1 @27 REMBODSI $1 @28 SOD2OU 5.1 @33 BOD201 5.1 @38 REMBOD201 $1 @39 TORGC 4.1 @43 TKN 5.2 @48 TAMMONIA 5.2 @53 TNO2 6.4 @59 TNO3 4.2 @63 REMTN03 @1. @64 TP 5.2 @69 TPSOL 5.2 @74 FECCOL 5.; CARDS; CDS184072309:15000.2 001.4 004.9003.0 16.001.8000.080.02004.26 00.1200.0921000 PHRN84072309:45000.2 000.2 004.0000.2 14.800.2000.080.01004.93 00.0400.0403100 D-69 MILLS4072310:00000.2 000.2 000.1-000.2 11-800.2000.060.02004.93 00-0200.0200840 COS284072910:15000.2 000.4 003.0002.3 14.100.7000.030-02002.94 00-1100.0701900 YSPlS4072311:15000.5 000.5 002-0112-0 38.621.5107.850.07000.02 00.59oo.loooloo YSP284072311:30000.5 000.5 029-0023.0 49.406.2002-750.01000.32 00.7700.5300200 COS384072312:30000.2 000.6 016.8004.7 18-103.0001.6ZO.04004.25 OO.leoo.llo2goo COS494072313:30000.2 000.6 007.8004.5 17.000.SOOO.750.07003.70 00.1600.0802200 COS584072314:40000.2 000.2 006.4002.7 15-901-2000.410.OS004.10 00.1900.0801900 SSTP84072513s00011-5 011.0 064.0001.0 27.514.4007.770.14000.80 01.32 11000 COS684072Zi3:30001.9 002.0 009.2002.3 15-102.0001.430.18004.00 00.25 01400 COS784072514:15004.1 001.6 009.60025.4 13.401.2700.420.46004.16 00.24 00400 SEV184103109:10000.2LOO0.2LOO1.0000.4 04.300.20oo.o6o.ooeoi.56 00.0400.0400380 eUNTB4103109:30000.2LOO0.2LOO4.2001.0 04-100.6000.310.07001.34 00.2200.2000250 sEv3e4lO3lOe:45000.2LOOO.2LOO2.OOO2.0 04.100.4400.090.03801.14 00.1700.1701500 eEv3e4lC3llO:OOOOO.2LOO0.2LOOl.BOOO.2LO5.000.4000.070.01601.33 00.1000.1001500 OUNle4OSO6l3:30000.2LOOO.3LOO2.3OOO.2LO7.700.3eoo.060.02301.00 00.0400.0500720 eOB184080613:45000.2LOOO.2LOOl.9000.2LO6.400.3400-050.02401.10 00.0200.0502400 ADMIS4030613:50000.2LOO0.2LOO0.9000.2LOS.400.4700.050.01400.39 00.0400.0601300 DUN2e408O6l4:10000.2LOOO.2LOOl.7000.2LO6.200.3700.080.02400.88 00.0700.0304200 OUN3e4O8O6l4:2OOOO.3LOOO."LOOI.5OOO.2LO5.700.3600.070.02200.94 00.0200.0500830 RAYIS40e0808:30001.6 001.4 004.0001.5 08.000.2900.010.01001.30 00.0500.0300500 ESTP84080810:1Z100.0 070.0 315.0110.0 49.e36.0623.930.004eO.O2LlO.35CS.l6 RAy2e4.oeosli:3oooi.o 000.6 003.0000.9 08.300.3800.040.01603.17 00.0700.0401706 RAY3e4080814:00001.2 OOO.S 003.6001.7 00.800.3200.030.01401.28 00-0600.04002SO DATA DER.PWBSRe5.C; INPUT @I STATION $4. @5 YYMMOD6. @11 TIME5. @16 TCO 6.4 @22 REMTCO $1. 023 TCR 5.3 @28 RENTCR $1. 929 TCU Z.3 034 REMTCU $1. @35 TFE 5.3 @40 REMTFE $1. @41 TP9 5.3 @46 REMTPe $1. 047 TMN 5.3 052 REMTMN $1. @53 TNI 5.3 058 RSMTNI $1. e59 TZN 5.3 064 REMTZN $1. @65 TAL 5.3 @71 REMTAL $1. @72 PHENOL 5.3 CARDS; COSle40723509:150.0010 0.070 o.oeo 1.400 0.008 0.070 0.140 0.040 1.400 0.002 PHRN94072309:4t0.0002 0.070 O.OeO 0.130 0.004 0.050 0.140 0.030 0.100 0.000 MILLS4072310:000.0002 0.070 0.090 0.330 0.004 0.050 0.140 0.020 0.100 0.001 COS294073310:150.0010 0.070 o.oeo 1.360 0.009 0.070 0.140 0.030 0.900 0.002 YSPlS4072311:150.0010 0.070 O.OeO 1.060 0.011 0.080 0.140 0.060 0.300 0.002 YSP294072311:300.0002 0.070 O.OeO 0.6SO 0.010 0.090 0.140 0.060 0.300 0.005 COS384072312:300.0020 0.070 O.OSO 0.990 0.046 0.070 0.140 0.040 0.700 0.002 COS484072313:300.oooe 0.070 0.080 1.560 0.014 0.100 0.140 0.020 0.700 0.001 COS584072314:400.0010 0.070 0.080 1.560 0.016 0.100 0.140 0.020 1.400 0.000 SSTP84072513:000.0009 0.070 0.080 2.120 0.013 '0.100 0.140 0.050 0.100 0.002 COS684072ZI3:300.0005 0.070 0.080 1.470 0.008 0.100 0.140 0.020 1.000 0.002 COS794072514:150.0003 0.070 0.080 1.480 0.006 0.110 0.140 0.020 1.900 0.002 RAY184080808:300.0004 0.070LO.oeOL0.290 0.004LO.005LO.14OL0.020 0.100 ESTP84080810:130.0010 0.070L0.08OL0.920 0.008 0.130 0.140L0.090 0.200 RAY294080811:300.0005 0.070L0.08OLO.240 0.004LO.05OL0.14OLO.010 0.200 D-70 *TI: STREAM AND LAKE INVESTIGATINS, PENNSYLVANIA *DS: PAPER BASED FILE AVAILABLE FROM DER *PI: PENNSYLVANIA DEPARTMENT OF ENVIRONMENTAL RESOURCES *PO: BUREAU OF WATER QUALITY MANAGEMENT * 11TH FLOOR FULTON BUILDING * 3RD & LOCUST STREETS CBP.REPORT31 * HARRISBURG, PA 17120 *PR: DIVISION OF WATER QUALITY * ROBERT FRY 717-787-9633 *PE: VARIES FOR EACH REPORT *GE: LOWER SUSQUEHANNA RIVER BASIN *AB: INVEWSTIGATIONS CONDUCTED BY THE DER IN RESPONSE TO VARIOUS WATER QUALITY * SURVEYS RANGING FROM BACKGROUND DATA TO INDUSTRIAL WASTES IN STREAMS. * REPORTS ARE TWO TO FIVE PAGES WITH INFORMATION ON WATER QUALITY * PARAMETERS SEING FROM A ONE POINT IN TIME GRAB SAMPLE. WATER QUALITY * PARAMETERS ARE STANDARD BIOLOGICAL, PHYSICAL AND/OR CHEMICAL DEPENDING * ON TYPE OF INVESTIGATION. STREAM INVESTIGATED, COUNTY, DATE, AND * INVESTIGATION TYPE FOR EACH REPORT IS AS FOLLOWS: * SOWERS RUN,ADAMS,4/14-15/74,BIGLERVILLE STP * SOWERS RUN,ADAMS,7/9/80,AWT/AST * GARDER RUN,ADAMS,10/22/80,GASOLINE-SPILL * OPOSSUM CREEK,ADAMS,4/8/74,DUFFY-MOTTS * OPOSSUM CRREEK,ADAMS,11/10,80,IW * OPOSSUM CREEK,ADAMS,7/3/79,PESTICIDE * U.T. CONEWAGO CREEK,ADAMS,6/20/72,IW-SEWAGE * U.T. OPOSSUM CREEK,ADAMS,11/5/75,ADAMS SANITATION CO * U.T. BOB'S CRREK,BEDFORD,9/29/83,PROPOSED STP * CONESTOGA CREEK,BERKS,10/2-11/2/72 * CONESTOGA CREEK,BERKS,9/25/74,SEWAGE * CONESTOGA RIVER,BERKS,5/27/75,GRACE MINES * BEAVER BR JUNIATA RIVER,BLAIR,7.19/84,SEWAGE * BEAVER DAM BR JUNIATA,BLAIR,7/15/71 * BLAIR GAP RUN,BLAIR,10/16/79,SEWAGE * FRANKSTOWN BR JUNIATA R,BLAIR,8/19,82,IW * FRANKSTOWN BR JUNIATA R,BLAIR,2/24-25/93,IW * FRANKSTOWN BR JUNIATA R,BLAIR,10-18-83,IW * HALTER CREEK,BLAIR,9/16/83,SEWAGE * LITTLE JUNIATA,BLAIR,2/6/73,SEWAGE * LITTLE JUNIATA & TRISS,BLAIR,7/19/79,BASELINE DATA * LITTLE JUNIATA R,BLAIR,7/20/83,BACKGRND-SEWAGE URBAN * PLUM CREEK,BLAIR,7/18/84,SEWAGE * SANDY RUN,BLAIR,7/17-18/75,HEAVY METALS * SANDY RUN,BLAIR,7/16/79,METALS * BALD EAGLE,CENTRE,6/23/71, * LAUREL RUN,CENTRE,6/23/71, * LAUREL RUN,CENTRE,12/5/72,SILTATION * LAUREL RUN,CENTRE,3/27/72,SILTATION * PENNS CREEK,CENTRE,8/9-11/72, * PENNS CREEK,CENTRE,5/20/82,GYPSY MOTH SPRAYING * SINKING SPRING,CENTRE/11/15/71, * SPRING CREEK,CENTRE,6/7-8/71, * BIG SPRING,CUMBERLAND,1/25/73,DENDY STUDY * BIG SPRING CREEK,CUMBERLAND,4/2/71, * BIG SPRING CREEK,CUMBERLAND,4/30/71, * BIG SPRING CREEK,CUMBERLAND,10/16/79,SEWAGE * BIG SPRINGS,CUMBERLAND,2/2/72,FISH HATCH * BIG SPRINGS,CUMBERLAND/3/16/72,FISH HATCH * BIG SPRINGS CREEK,CUMBERLAND,7/31/79,FISH HATCHERY * CONODOGUINET CREEK,CUMBERLAND,7/31/79,LANDFILL * GREEN SPRING,CUMBERLAND,10/20/81,AGRICULTURAL * GREEN SPRING,CUMBERLAND,6/1/82,IW * GREEN SPRING,CUMBERLAND,7/21/82,IW * HOLTZ CREEK,CUMBERLAND,4/12/83,SEDIMENTATION * HUNTERS RUN-MT. CREEK,CUMBERLAND,1/5/72,PESTICIDES D-71 * LETORT CUMB ERLAND 5/28/81AGRICULTURE LETORT SPRING RUN,CUMBERLAND,5/26/82,IW LETORT SPRING RUN,CUMBERLAND,7/19/82,IW LETORT SPRING RUN,CUMBERLAND,8/10/82,IW LETORT SPRING RUN,CUMBERLAND,7/l/83,IW MIDDLE SPRING CREEK,CUMBERLAND,3/22/79,SEWAGE MOUNTAIN CREEK,CUMBERLAND,4/21/90,IW MOUNTAIN CREEK,CUMBERLAND,7/16/80,IW MOUNTAIN CREEK,CUMBERLAND,1/12/8l,IW MOUNTAIN CREEK,CUMBERLAND2/3-4/81,IW MOUNTAIN CREEK,CUMBERLAND,4/2-6,81,IW &INSTREAM BIOASSAY MOUNTAIN CREEK,CUMBERLAND,3/23/92,IW OPOSSUM CREEK,CUMBERLAND,8/1/75,E. PENNSBORO LANDFILL SUSQUEHANNA RIVER,CUMBERLAND,9/11/75,ENOLA YARDS SUSQUEHANNA RIVER,CUMBERLAND,7/30/79,SEWAGE TRINDLE SPRING,CUMBERLAND,8/2/73,SEWAGE U.T. CONOOOGUINET CREEK,CUMBERLAND,7/9/92,LANDFILL LEACHATE U.T. YELLOW BREECHES,CUMBERLAND,1/10/72,IW-THERMAL U.T. YELLOW BREECHES-CUMBERLAND,9/19/72,IW-THERMAL YELLOW BREECHES CREEK,CUMBERLAND,9/4/79,ENCROACHMENT CLARKS CREEK,DAUPHIN,5/25/30,BACKGROUND GURDYS RUN,DAUPHIN,/26/82,SEWAGE LITTLE WICONISCO CREEK,DAUPHIN,11/21/74,FULK ROAD LANDFILL PAXTON CREEK,DAUPHIN,10/20/71, PAXTON CREEK,DAUPHIN,7/12/75,SUSQ. TWP LANDFILL SPRING CREEK,DAUPHIN,3/25/74,HERSHEY FOODS SPRING CREEK,DAUPHIN,4/l/75,SWATARA TWP. LANDFILL SPRING CREEK,DAUPHIN,7/28/81,IW SPRING CREEK,DAUPHIN,8/24/84,IW SPRING CREEK-HERSHEY,DAUPHIN,5/-4/72, SPRING CREEK-SWATARA,DAUPHIN,5/25/72, STONY CREEK,DAUPHIN,3/20/74,PUMP STORAGE SUSQUEHANNA RIVER,OAUPHIN 8/27/79,SEWAGE SWATARA CREEK,DAUPHIN,9/30-10/30/90,BACKGROUND U.T. BEAVER CREEK,DAUPHIN,1/10/72, U.T. BEAVER CREEK,DAUPHIN,7/31/75,LOWER PAXTON LANDFILL U.T. SEAVER CREEK,OAUPHIN,4/15/81 LANDFILL U.T. BEAVER CREEK,DAUPHIN,6/2/83,LANDFILL U.T. KELLOCK RUN,0AUPHIN,6/5/S4,IW LANDFILL U.T. SPRING CREEK,DAUPHIN,6/11/75,HERSHEY STP U.T. SWATARA,DAUPHIN,9/4/73,IW U.T. WICONISCO CREEK,DAUPHIN,12/23/81,LANDFILL U.T. WICONISCO CREEK,DAUPHIN,3/22/82,LANDFILL LEACHATE WICONISCO CREEK,DAUPHIN,6/25/74,MINE DRAINAGE-SEWAGE WICONISCO CREEK,DAUPHIN,4/9/81,MINING WICONISCO CREEK,DAUPHIN,7/14/82,SEWAGE CONODOGUINET CREEK,FRANKLIN,10/9/74,BENDER'S LANDFILL MIDDLE SPRING CREEK,FRANKLIN,8/14/72,THERMAL ROWE RUN FRANKLIN,2/4/74,LETTERKENNY DISCHARGE AUGWICK,HUNTINGOON,3/19/71, DETWEILER RUN HUNTINGDOON,2/15-16/79,NONPOINT SOURCE POLLUTION HILL VALLEY CREEKHUNTINGDON,2/8/84,BACKGROUNO JUNIATA RIVER,HUNTINGOON,9/27/,SILTATION LITTLE JUNIATA RIVER,HUNTINGDON,7/11/83,BACKGRNO-SEWAGE URBAN TUSCARORA CREEK,JUNIATA,5/31-6/l/72,SACKRNO TUSCARORA CREEK,JUNIATA,7/28/78,FLOO0 DMG CANONY CREEK,LANCASTER,11/15/71, CHICKIES CREEK,LANCASTER,8/17/72, COCALICO CREEK,LANCASTRR,8/20/79,SEWAGE CONESTOGA CREEK,LANCASTER,10/24/62/76, CONESTOGA RIVER,I-ANCASTERq,4/22/75,LANCASTER STP CONOY CREEK,LANCASTER,7/23/75,ELIZABETHTWN LANDFILL C0ON0OY CREEK,LANCASTER,3/31/81,IE C0ONOY CREEK,LANCASTER.6/6/83,LANDFILL EVANS RUN ,LANCASTER,6/22/79,IW LITITZ CREEK,LANCASTER,5/17/72, D-72 LITITZ RUN, LANCASTER, 9/17/75, CONESTOGA SHERATON INN LITITZ RUN, LACNASTER, 3/28/79, SEWAGE LITTLE MUDDY CREEK, LANCASTER, 9/24/72, LITTLE MUDDY CREEK, LANCASTER, 7/21/83,SEWAGE LITTLE MUDDY RUN, LANCASTER, 7/71/79,IW & SEWAGE MIDDLE CREEK, LANCASTER, 7/20/79, WATER FOWL MILL CREEK, LANCASTER, 8/22/74, NEW HOLLAND STP MILL CREEK, LANCASTER, 7/27/79, SEWAGE MILL CRREK, LANCASTER, 3/18/92, LANDFILL LEACHATE MUDDY CREEK, LANCASTER, 2/21/80, IW OCTOROARO CREEK, LANCASTER, 7/7-8/83,BACKGROUND AGRIC. PEQUEA CREEK, LANCASTER, 8/27-31/73,WATERSHED S. FORK BOG BEAVER CREEK, LANCASTER, 10/20/83,SEWAGE SHAWNEE RUN, LANCASTER, 7/31/84, IW SHAWNEE RUN, LANCASTER, 8/2/84,IW SUSQUEHANNA RIBER, LANCASTER, 8/23-/25/83,IW (THERMAL) SWARR RUN, LANCASTER, 2/13&15/73, EUTROPHICATION U.T. BOWERY RUN, LANCASTER, 1/15/74, NAPHTHALENE SPILL U.T. BOWERY RUN, LANCASTER, 4/9/75, PENN CENTRAL DERAILMNT U.T. COCALICO CREEK, LANCASTER, 4/15/72, U.T. CONESTOGA RIVER, LANCATER, 4/17/83,MINING U.T. HAMMER CREEK, LANCASTER, 4/12/72, U.T. LITTLE CONESTOGA, LANCASTER, 6/20/73 IW-COOLING U.T. PEQUEA CREEK, LANCASTER, 6/20/84, BACKGROUND (SEWAGE) BEACH RUN, LEBANON, 10/27/71, BECK CREEK, LEBANON, 6/12/72, DEEP RUN, LEBANON, 10/27/71, ELIZABETH RUN, LEBANON, 10/27/71, HAMMER CREEK, LEBANON, 3/21-22/73, IW HAMMER CREEK, LEBANON, 12/5/74, ENNCO DISTILLERIES KILLINGER CREEK, LEBANON, 2/17/74, BETHLEHEM QUARRY QUITTAPAHILLA CREEK, LEBANON, 8/30-31/72, QUITTAPAHILLA CREEK, LEBANON, 9/3/80, IW & SEWAGE QUITTAPAHILLA CREEK, LEBANON, 8/22/84, IW/SEWAGE QUITTAPAHILLA CREEK, LEBANON, 4/13/71, SNITZ CREEK, LEBANON, 1/19/75, CORNWALL MINES SNITZ CREEK, LEBANON, 1/29/75, CORNWALL MINES SNITZ CREEK, LEBANON, 7/19/79,BACKGROUND SNITZ CREEK, LEBANON, 1/13/83,IW SWATARA CREEK, LEBANON, 9/30-10/30/90,BACKGROUND U.T GRINGRICH RUN, LEBANON, 7/24/84,IW U.T. HAMMER CREEK, LEBANON, 4/30/74,BACKGROUND U.T. MILL CREEK, LEBANON. 6/3/82,IW U.T. MILL CREEK, LEBANON, 7/29/82,IW U.T. SWATARA CREEK, LEBANON, 4/12/73,SEWAGE-SILTATION U.T. SWATARA CREEK, LEBANON, 7/12/79, LANDFILL HONEY CREEK, MIFFLIN, 9/29/72,SEWAGE HONEY CREEK, MIFFLIN, 7/27/79,IW JACKS CREEK , MIFFLIN, 7/14-15/75, HVY METALS & LANDFILL JACKS CREEK, MIFFLIN, 4/25/84,IW (LANDFILL) JUNIATA RIVER, MIFFLIN, 8/23-24/71, KISHACOQUILLAS CREEK, MIFFLIN, 7/14-15/83/IW KISHACOQUILLAS, MIFFLIN, 6/19/75,IW KISHACOQUILLAS CREEK, MIFFLIN, 6/1/71, KISHACOQUILLAS CREEK, MIFFLIN, 2/29/72,IW KISHACOQUILLAS CREEK, MIFFLIN, 5/18/72, IW-DAIRY KISHACOQUILLAS CREEK, MIFFLIN, 8/2/72, IW-DAIRY KISHACOQUILLAS CREEK, MIFFLIN, 10/27/72, PROP STP KISHACOQUILLAS CREEK, MIFFLIN, 11/29/73,IW KISHACOQUILLAS CREEK, MIFFLIN, 5/31/74,IW KISHACOQUILLAS CREEK, MIFFLIN, 9/23/74,IW KISHACOQUILLAS CREEK, MIFFLIN, 10/22/74,IW KISHQCOQUILLAS CREEK, MIFFLIN, 10/29/74,IW KISHACOQUILLAS CREEK, MIFFLIN, 4/23-24/75,IW THERMAL OIL D-73 KISHACOQUILLAS CREEK, MIFFLIN, 7/26/79,IW & SEWAGE KISHACOQUILLAS CREEK, MIFFLIN, 7/27/79,IW KISHACOQUILLAS CREEK, MIFFLIN, 8/20-21/79,IW KISHACOQUILLAS CREEK, MIFFLIN, 1/5/83, SEWAGE KISHACOQUILLAS CREEK, MIFFLIN, 11/9/83, IW KISHACOQUILLAS CREEK, MIFFLIN, 9/29/73, IW-THERMAL KISHACOQUILLAS CREEK, MIFFLIN, 4/23-24/75,IW LAUREL CREEK, MIFFLIN, 11/4/71, LAUREL CREEK, MIFFLIN, 3/28/72 SILTATION LAUREL CREEK, MIFFLIN, 6/27/79, FISH KILL LAUREL RUN, MIFFLIN, 5,13,71, LAUREL RUN, MIFFLIN, 11/4/71, PENNS CREEK, MIFFLIN, 5/20/82, GYPSY MOTH SPRAYING MAHONOY CREEK, NORTHUMBERLAND, 8/21/73, MINE DRAINAGE & SEWAGE MILLERS RUN, MORTHUMBERLAND, 6/30/82, COAL PROCESSING PLANT MOUSE CREEK, NORTHUMBERLAND, 12/17-19/73, FOOD PROCESSING WASTES SUSQUEHANNA RIVER, NORTHUMBERLAND, 5/19/82, POWER PLANT MONITORING SUSQUEHANNA RIVER, NORTHUMBERLAND, 7/13-15/82, POWER PLANT MONITORING SUSQUEHANNA RIVER, NORTHUMBERLAND,7/19/82,BLACKFLY SPRAYING SUSQUEHANNA RIVER, NORTHUMBERLAND, 7/23/82, BLACKFLY SPRAYING SWABER CREEK, NORTHUMBERLAND, 12/17-19/73,FOOD PROCESSING WASTES BAILEY RUN, PERRY, 8/16/83,PROPOSED SPT BUFFALO CREEK, PERRY, 11/13/90, IW LITTLE BUFFALO CREEK, PERRY, 8/17/73,CHLORINE PANTHER CREEK, PERRY, 10/26/93, CHLORINE SHERMANS CREEK, PERRY, 6/6-8/72,BACKGRND SHERMANS CREEK, PERRY, 7/31/72, FLOOD DMG U.T. LITTLE JUNIATA, PERRY, 8/17/73, CHLORINE U.T. CHERMANS CREEK, PERRY, 8/17/73, CHLORINE HANS YOST CREEK, SCHUYLKILL, 6/1/72, SWATARA CREEK, SCHUYLKILL, 9/30-10/30/80, BACKGROUND U.T. BEAR CREEK, SCHUYLKILL, 4/26/74, INSECTIDIDES U.T. BEAR CREEK, SCHUYLKILL, 5/21/74, INSECTICIDES U.T. BEAR CREEK, SCHUYLKILL, 5///22/74, INSEDTICIDES U.T. BEAR CREEK, SCHUYLKILL, 5/28/74, INSECTICIDES MIDDLE CREEK, SNYDER, 1/16-18/73, WATERSHED MIDDLE CREEK, SNYDER, 1/16-19/73, SEWAGE MIDDLE CREEK, SNYDER, 6/25-26/79, STP PENNS CREEK, SNYDER, 8/9-11/72, PENNS CREEK, SNYDER, 11/9/73,SEWAGE S. BR. MIDDLE CREEK, SNYDER/11/2/73, ORGAINICS SUSQUEHECKA CREEK, SNDYER, 4/9/73, DREDGING SUSQUEHANNA RIVER, SNYDER, 2/19/73, THERMAL SUSQUEHANNA RIVER, SNYDER, 2/21/73,THERMAL SUSQUEHANNA RIVER, SNYDER,8/30/73, HEATED WASTES SUSQUEHANNA RIVER, SNYDER, 1/19/73, HEATED WASTES SUSQUEHANNA RIVER, SNYDER, 2/21/73, HEATED WASTES SUSQUEHANNA RIVER, SNYDER, 8/30-31/73, HEATED WASTES U.T. TUSCARORA CREEK, SNYDER, 9/13/79, ORGANICS COLD RUN, UNION, 6/26/79, FISH KILL PENNS CREEK, UNION, 8/9-11/72, WATERSHED SINKING & PENNS, UNION, 7/2/71, BLACK OUT CREEK, YORK, 8/28/24,IW/SEWAGE CODORUS CREEK, YORK, 7/15/80, AWT/AST CODORUS CREEK, YORK, 9/29/79, SEWAGE CODORUS CREEK, YORK, 9/11/80, FISH KILL CODOURS CREEK, YORK 9/24/80, HERBICIEDE SPILL DEE RUN, YORK, 4/1/80, KEROSENE DEER CREEK, YORK, 6/13/72, DEER CREEK, YORK, 2/21/74, SEWAGE DEER CREEK, YORK, 5/30/74, SEWAGE DEER CREEK, YORK, 6/2-6,75, SIOASSAY DEER CREEK, YORK 6/9/75, SEWAGE DOE CREEK, YORK 4/15/71, DOE RUN, YORK, 3/13/73, IW DOE RUN, YORK, 4/28/82, IW D-74 DOGWOOD RUN, YORK, 11/26/74, DILLSBURG STP EBAUGHS CREEK, YORK, 1/27/75, STRIP MINE SILTATION FISHING CREEK, YORK, 6/20/80, IW FISHING CREEK, YORK, 5/7/75, FLINCHBAUGH PRODUCTS FISHING CREEK, YORK 10/20/82, BACKGROUND FISHING CREEK, YORK 10/27/82, SEWAGE FOX RUN, YORK, 8/26/82, SEWAGE FOX RUN/LITTLE CANOEWAGO, YORK, 7/25/80,AWT/AST HARTMAN RUN, YORK, 8/19/74,PP&L BRUNNER ISLAND HARTMAN RUN, YORK, 8/28/84, IW/SEWAGE KREBS RUN, YORK, 8/8/74, AMP METAL PLATING OIL CREEK, YORK, 4/15/75, PENN TWP STP OIL CREEK, YORK, 11/24/81, IW/SEWAGE PINE RUN, YORK, 10/25/79,IW POORHOUSE RUN, YORK, 5/1/79, IW & SEWAGE S. BR. CODORUS CREEK, YORK, 1/26/82,BACKGROUND/PESTICIDES S. BR. CODORUS CREEK, YORK, 6/2/82, BACKGROUND/PESTICIDES S. BR. CODORUS CREEK, YORK, 6/5/81, SEWAGE SEAKS RUN, YORK, 4/20/79, MANURE SUSQUEHANNA RIVER, YORK, 8/31/91,IW SUSQUEHANNA RIVER, YORK, 8/23-25/83, IW ( THERMAL) TYLER RUN, YORK, 3/25/81, IW U.T. BENNET RUN, YORK, 3/14/83, IW U.T. BENNETT RUN, YORK, 1/27/84, IW U.T. CODORUS CREEK, YORK 2/15/79, IW U.T. CONEWAGO CREEK, YORK 6/21/83, LANDFILL U.T. EBAUGHS CREEK, YORK, 12/39/84, BACKGROUND ( LANDFILL) U.T. KRENTZ CREEK, YORK, 8/26-27/81, LANDFILL U.T. KRUNTZ DREEK, YORK, 2/13/84, ACID SPILL U.T. OIL CREEK, YORK, 4/20/82, IW U.T. OIL CREEK, YORK, 8/30/84, IW U.T. RAMBO RUN, YORK, 12/28/84,BACKGROUND (LANDFILL) U.T. S. BR. CODORUS CREEK, YORK, 12/18/84, BACKGROUND (HOG FARM) U.T. S. BR. CODORUS CREEK, YORK, 4/12/84,IW (LANDFILL) U.T. S. BR. DOCORUS CREEK, YORK, 7/15/75, SUMMERS CANNING PLANT U.T. S. BR. CODORUS CREEK, YORK, 7/26/72, LANDFILL U.T. YELLOW BREECHES, YORK, 1/22/74, GASOLINE SPILL U.T. YELLOW BREECHES, YORK, 2/15/74, MEADOW BROOK MOBILE W. BR. CODORUS CREEK, YORK, 7/20-21/81, IW W. BR. CODORUS CREEK, YORK, 7/26-27/83, IW/SEWAGE W. BR. CODORUS CREEK, YORK, 9/15/80, D-75 *TI: WATER RESORUCES DATA FOR PENNSYLVANIA,VOLUME TWO,SUSQUEHANNA AND POTOMAC RIVER BASINS *OS: IN STORET *PI: U.S. GEOLOGICAL SURVEY CBP.REPORT32 *PO: WATER RESOURCES DIVISION P.O. BOX 1107 HARRISBURG, PA 17108 *PR: DISTRICT CHIEF, WATER RESOURCES DIVISION *PE: 1964 TO PRESENT *GE: SUSOUEHANNA RIVER BASIN, POTOMAC RIVER BASIN *AB: AN ANNUALLY PRINTED REPORT OF APPROXIMATELY 25O STATIONS FROM WHICH DATA ARE COLLECTED. MOST MONITOR STREAM DISCHARE, TEMPERATURE, SPECIFIC CONDUCTIVITY, ANO DISSOLVED OXYGEN. DETAILED DATA ON PHYSICAL, CHEMICAL, AND BIOLOGICAL WATER GUALITY PARAMETERS ARE AVAILABLE. COMPUTER DATA AVAILABLE ON THE USGS WATSTORE SYSTEM AND STORET SYSTEM. D-76 *TI: CONESTOGA HEADWATER5 RURAL CLEAN WA7ER PROGRAM (RCWP) COMPREHENSIVE MONITORING PLAN-OCTOBER 1982 PROGRESS REPORT 1994 CBP-REPORT33 PROGRESS REPORT 1995 *DS: IN STORET AND WATSTORE *PI: U.S. DEPARTMENT OF AGRICULTURE, AGRICULTURAL STABILIZATICN AND CONSERVATION SERVICE. *PO: FEDERAL BUILDING ROOM 760 HARRISBURG, pA 17109 717-732-4547 *PR: EUGENE F. THOMPSON, ASCS STATE EXECUTIVE DIRECTOR *PE: 1982-PRESENT *GE: LOWER SUSQUEHANNA RIVER BASIN, CONES703A RIVER BASIN, LANCASTER COUNTY *GL: MAX LAT 402000 LONG 763300 MIN LAT 395300 LONG 734700 *AS:. THE STUDY MONITORS WATER QUALITY IN THE SURFACE WATER AND GROUND WATER AT SELECTED BMP SITES IN THE COENSTOGA HEADWATERS BASIN. MOINTORING 13 EEING CONCUCTED BEFORE ANO AFTER SNP'S IMPLEMENTATION TO DETERMINE THE EFFECTS OF EMP'S ON THE MOVEMENT OF NUTRIENTS, PESTICIDES, AND COLIFORM BACTERIA. MONITCRTNG SCALES CCNSIST OF A REGIONAL NETWORK, A SMALL WATERSHED AND TWO FIELD SITES. THE NATIONAL WATER QUALITY EVALUATION PROJECT CENTER AND NORTH CAROLINA STATE UNIVERSITY, RALEIGH, NC, SERVES AS A REPOSITORY FOR ALL RCWP MONITORING PROGRAM INFORMATION. ALL DATA ARE STORED UNCER NEWLY ESTABLISHED STATION NUMBERS UNDR THE WATSTORE AND STORET SYSTEMS. USGS SEDIMENT LABORATORY HARRISBURG, PA FOR SUSPENDED SEDIMENT AND PARTICLE SIZE ANALYSIS PADER BUREAU OF LABORATORIES HARRISBURG, PA FOR CHEMICAL ANALYSIS *st: STATION,LAT.,LONG.,RIVER MILE, DESCRIPTION 01576083,400742,755940,?,AG. FIELD RUNOFF STIRE #1 NR CHURCHTOWN PA 015760831,400942,755514,?, LITTLE CONESTOGA CK SITE 1 NR MORGANTOWN PA 015760832,400906,755504,?, LITTLE CONESTOGA CK SITE 2 NR MORGANTOWN PA 0157608335,400858,755506,?, LITTLE CONESTOGA CK SITE 3A NR MORGANTOWN PA 015760833,400850,400850,?, LITTLE CONESTOGA CK SITE 3 NR MORGANTOWN PA 0157608335,400847,755537,?, LITTLE CONESTOGA CK SITE 3A NOR MORGANTOWN PA 015760839,400820,755214,?, LITTLE CONESTOGA CK SITE 9 NR MORGANTOWN PA 01576085,400641,755920,?, LITTLE CONESTOGA CK NEAR CHURCHTOWN PA *PA: PARAMETER,UNITS,CAS CODE,LABEL SEDSUS,MG/L,NONE,SUSPENOED SEDIMENT SCOND,UMHOS,NONE,SPECIFIC CONDUCTANCE PH,S.U.,NONE,PH ALK,?,NONE,ALKALINITY 00,MG/L,7723447,DISSCLVED OXY3EN FECCOL,C0L/l0OML,?,FECAL COLIFORM FECSTR,COL/l00ML,?,FECAL STREPTOCCI OSOL-T0-m,MG/L,NONE,OISSOLVE0 SOLIDS TCA,MG/L,7440702,CALCIUM TNA,MG/L,744023S,SODIUM TK,MG/L,7440097,POTASSIUM TMG,MG/L,74399254,MAGNESIUM TCL,MG/L,7782505,CHLORIDE T204,MG/L,14808798,SULFATE TN,MG/L,177773880,TOTAL NITROGEN TKN,MG/L,17778880,TOTAL KJELDAHL NITROGEN TAMMONIA,MG/L,177786980,AMMONIA-N TNO2,MG/L,17778330,TOTAL NITRATE-N TN03,MG/L,17779890,T0TAL NITRANE-N CN,MGL,17778890,DISSOLVED NITROGEN TP,MG/L,7723140,TOTAL PHOSPHOROUS DP,MG/L,7723140,DISSOLVED PHOSPHORUS DORTHOP,MG/L,7723140,DISSOLVED ORTHOPHOSPHATE D-77 ATRZMG/L,1912349,47R4ZINE SIMAZINE,MS/L,133349,SIMAZINE ALACHL0R,MG/L,15973iC9,ALACHL0R (LASSO) METALA,US/L,?,METCLACHLOR (DUAL) CYANAZINE,UG/L,2172R-462,CYANAZINE (eLADEX) TCXPHNE,UG/L,80013-W-2,TOXAPHENE STREAM,CFS,NONE,INSTATANEOUS DISCHARGE DNO23,MG/L,17778880,DISSOLVED NITRATE + NITRITE TNO23,MS/'.17778880,TOTAL NITRATE - NITRITi DNO2,MG/L,17778980,DISSOLVED NITRITE ONC3/MG/L,177788e0,DlSSOLVED NITRATE DAMMONIA,MS/L,1777eESC,DISSOLVED AMMONIA PROPAZNE/US/L,139402,PROPAZINE SEPOISC,TONS/DAY,NCNS,SEDIMENT DISCHARGE SSED.0622,%,NONE,SUSPENDED SEDIMENT % (0.062MM D-78 *TI: "STRONTIUM ISOTOPES IN SELECTED STREAMS WITHIN THE SUSQUEHANNA RIVER BASIN" WATER RESOURCES RESEARCH VOL. 12 NO. S OCT. 176 OS: WRR,OCT76 *PI: R. STEPHEN FISHER AND ALAN M. STUEeER CBP.REPORT34 *PC: R. STEPHEN FISHER I . ALAN M. STUE:-ER DEPT. OF GEOLOGICAL SCIENCES DEPT. OF GEOL3GY NORTHWESTERN UNIVERSITY 1w.IAMI UNIVERS-rTY EVANSTON, ILLINOIS 60201 OXFORD, OHIO 45056 *PE: DAY INTERVAL IN JULY 1974 *GE: LOWER SUSQUEHANNA RIVER BASIN *A8: THE CONCENTRATION AND ISOTOPIC COMPOSITION OF STRONTIUM IN WATER SAMPLES IN THE SUSQUEHANNA RIVER AND ITS MAJOR TRIBUTARIES BETWEEN NORTHUMBER- LAND, PA AND THE CHESAPEAKE BAY HAVE BEEN DETERMINED TO INVESTIGATE THE USEFULNESS OF THE 87SR/96SR RATIO AS A TRACER IN HYDROLOGIC STUDIES. RATIOS ARE DETERMINED BY LOCAL BEDROCK TYPE A AQUIFER CHARACTER15TICS, IN THE NCRTHERN HALF OF THE STUDY AREA, THE RA7TCS INDICATE INCOMPLETE MIXING OF TRIBUTARY AND MAIN STREAM WATERS. TRIBUTARIES WERE SAMPLED AT THEIR MOUTHS AND THE SUSQUEHANNA RIVER SAMFEO ABOVE AND BELOW THE POINT AT WHICH A TRIBUTARY ENTERS IT* STRONTIUM WATER CONCENTRATION WAS DETERMINED CN A PERKIN-ELMER MODEL 303 ATOMIC ABSORPTION SPECTROPHOTOMETER ACCORDING TO A METHOD OF FISHMAN AND COWS, 1966 US3S WATER SUPPLY PAPER 1S40-C, 23-45. *PA: PARAMETER,UNITS,CAS CCOE,LABEL TSR,MG/L,7440246,TCTAL STRONTIUM SRRATIO,NCNE,NONE,S73R/a6SR RATIO NORMALIZSD TO seSR/S6SR-e.375 *ST: STAT:ON,LAT.,LCNG.,RIVER MILE,DESCRIPTION S02,,,,SUSQUEHANNA RIVER S01 .... WEST SR SUSQUEHANNA RIVER S03 .... SUSQUEHANNA RIVER S04 .... SHAMOKIN CREEK S05 .... SUSQUEHANNA RIVER S06 .... PENN CREEK 307 .... SUSQUEHANNA RIVER SOa .... MAHANCY CREEK S09 .... SUSQUEHANNA RIVER S10 .... WEST MAHANTANSO CREEK Sll,,,,SUSOUEHANNA RIVER StZ .... EAST MAHANTANGO CREEK S13 .... SUSQUEHANNA RIVER S14 .... WICONISCO CREEK sis .... SUSQUEHANNA RIVER S16 .... POWELL CREEK S17 .... SUSQUEHANNA RIVER SIS .... JUNIATA RIVER S19 .... SUSQUEHANNA RIVER S20 .... SHERMAN CREEK S21 .... SUSQUEHANNA RIVER S23 .... CONODOGUINET CREEK S23 .... SUSQUEHANNA RIVER S24 .... YELLOW BREECHES CREEK S25 .... SUSQUEHANNA RIVER S26 .... SWATARA CREEK S27 .... SUSQUEHANNA RIVER S2S .... WEST CONEWAGO CREEK S29 .... SUSCUEHANNA RIVER S30 .... COOCRUS CREEK S31 .... CHICKIES CREEK S32 ... SUSQUEHANNA RIVER S33 .... CCNESTOGA CREEK S34 .... PSOUEA CREEK S36 .... SUSOUEHANNA RIVER 937 .... MUOCY CREEK S3e .... BROAD CREEK D-79 S39.... SUSOUEHANNA RIVER S40,,,,OCTORARO CREEK S41 .... OEER CREEK S42 .... SUSOUEHANNA RIVER S35,,,,CHESAPEAKE BAY DATA WRR.DCT76; INPUT 01 STATION $3. @4 MONTH 2.0 06 YEAR 2.0 @e TSR 4.2 @12 SPRATIO 6.41 CARDS-, 0-0207740.210.7126 S0107740.200.7114 S0307740.170.7140 S0407740.390.7165 S0507740.20 S0607740.390.7091 SO707740.310.7090 S0807741.330.7156 S0907740.630.7129 S1007740.530.7091 S1107740.470.7150 S1207740.090.7160 S1307740.280.7154 S1407740.120.7154 S1507740.2eO.7148 S1607740.030.7166 S1707740.27 S1807740.330.7093 S1907740.32 S-2007740.570.7093 S2107740.350.7095 S2307740.250.7093 S2307740.29 S2407740.160.7099 S2507740.-n S2607740.170.7124 S2707740.270.7103 32807740.140.7121 SZq07740.25 S3007740.130.7134 S3107740.230.7106 S3207740.200.7132 S3307740.240.7107 mom S3407740.110.7143 S3607740.150.7125 S3707740.040.7151 S3S07740.050.721S S3907740.130.7121 S4.007740.OBO.7188 S4107740.060.7187 S4207740.110.7141 S3507740.130.7125 D-80 0 .TIl MONITORING OF TH4E UPPER CHESAPEAKE BAY FOR THE SYMMETRICAL TRAZINE HERBICIDES ATRAZINE AND SIMAZINE .OSI AUSTIN.JOHN CBP. 2REPORT35 .PI: ENVIRONMENTAL PROTECTION AGENCY .PO: ANNAPOLIS FIELD OFFICE REGION III ANNAPOLIS.SCIENCE CENTER ANNAPOLIS, MD 2140L (301)224-2740 .PR: JOHN J. AUSTIN, JR., CHEMIST .PE-. JUNE 1977 TO JUNE 1978 .GE2 LOWER SUSUEHANNA RIVER BASIN, HARRISBURG, PA., CITY ISLAND BRIDGE .AB: EPA MONITORED AMBIENT LEVELS OF ATRAZINE (AATREX AND SIMAZINE (PRINCEP) FROM THE UPPER BAY, POTOMAC RIVER ESTUARY, AND THE SUSUEHANNA RIVER AT HARRISBURG, PA. ALL SAMPLES AT HARRISBURG WERE DEPTH INTEGRATED COMPOSITES TAKEN BY THE USSS AT THE CITY ISLAND BRIDGE. SAMPLES WERE COLLECTED BOTH IN THE WEST AND EAST RIVER CHANNELS AROUND THE SAMPLES WERE RETURNED TO THE EPA, ANNAPOLIS FIELD OFFICE FOR ANALYSIS USING THE METHOD FOR TRAZINE PESTICIDES IN INDUSTRIAL EFFLUENTS; FEDERAL REGISTER 38, NO. 75, PT. II. THIS WORK AND SUSSEGUENT STUDIES OF MARYLAND WATER SUPPLIES FOUND THAT TRAZINE HERBICIDES ARE NOT REMOVED BY WATER TREATMENT PROCEDURES AND DISSIPATE IN THE ENVIRONMENT PRIMARILY BY DILUTION BOTH IN STREAMS AND IN THE SOIL COLUMN. THE MOVEMENT OF TRAZINE THROUGH THE SOIL COLUMN HAS' ALSO RESULTED IN GROUND WATER CONTAMINATIONS. NOTE: A REMARK CODE OF L FOLLOWING A VALUE INDICATES THE CRITICAL LIMIT OR THAT THE ACTUAL VALUE IS LESS THAN,".(,. /THE NUMBER INDICATED. .ST: STATION,LAT.,LCNG.,RIVER MILE,DESCRIPTION OlS7O5OO,40IZ17,765311,RM6a,SUSGUEHANNA R. 0 HARRISBURG .PA: PARAMETER,UNITS,CAS CODE,LABEL GAGE,FT.,NONEGAGE HEIGHT STREAMCFSNONE,INSTANTANEUS DISCHARGE F2LOWCFS,NONE,AVERAGE DAILY DISCHARGE CONC,MGIL,NONE,SEDIMENT CONCENTRATION MSEO CONC,MS/L,NONE,MEAN SEOIMENT CONCENTRATION MSEDLOAD,TCNS/DAY,NONE.MEAN SEDIMENT LOAD ATRZ.E PPS,1912349,ATRAZINE EAST CHANNEL ATRZ.W,PPB,1912249,ATRAZINE WEST CHANNEL SIM.E, PPS,122349,SIMAZINE EAST CHANNEL SIM.W,PPS,122349,SIMAZINE WEST CHANNEL DATA AUSTIN.J0HNj INPUT 01 STATION 8. 09 DATE YYMMDO6, 015 TIME TIME5. 020 GAGE 5,2 %3Z STREAM 6. 931 FLOW 6. 937 CONC 3. @47. MSEOCONC 3. 050 MSEOLCAO 6. @56 ATRZ.E 4.2 060 REMATRZE $1. @61 ATRZ.W 4.3 065 REMATRZW $1. 066 SIM.E 4.2 070 REMSIME S.I. 071 SIM.W 4.2 @7Z REMSIMW $1.1 CARDS, 01570ZOO77060SIZ:4003.S3OO96900098800110130003470.16 0.30 0.04LO.16 0157050077061014:0003.630119000115000160180005Z90.19 0.37 0.04LO.20 0157050077061711:5503.350099700097700120120003170.18 0.25 0.04LO.20 0157050077062414,4003.490091200093000110110001,730.,17 0.32 0,06 0. 01570SO077063013:5003.830141000144000200200007780.64 1.21 0.16 0.25 OIS70ZOC77070814:IS03.7701320001380004204SOO94700.54 0.18 0;15 0.05 0157050077071413:4504.2Z6O022490002261001340900063400.563 0.96 0.620 0.28 0157206Z6O6O77078I6Z09:2004.66506272Z2O2O0226800077072MO2O54300.24 0.44 20.06 0.8186 0157050077071909:4503.96201856Z8O0081560002006340010100.6246 0.27 0.04 0.6165 8O4I2S702Z2O07707221122:0004.1901980001910003003300172000.227 0.62 0.06 0.31 0165706S6O077072611:0004.02620203000620500049040Z6O6O624900.163 0.224 0.04 0.214 0415702S2O0770804414:3003,86460414160004181602004165081',8O004700.413 0,417 0,046 0.2181 2O8I2Z7050077oel22l3:4504.040174000175000627026Z2O07ieoo.8io 0.12 0.04 0.07 018378028O8O770282224I2:23403.62Z2O1140001160001401220003760.08 0.122 0.04L8O.07 015702S8O0770922915:3008.4310220001060001021080309000.09 0.06 0.04L2O.04 01857082O0770930418S:[email protected] 0,06 0,044L8O. 204L 0157050077100314:3002S.94l8O8t8O48O8O8O58Ol8O8O8O2Z8O8O52S8O074400.06 0.028 0.04L2O.07 016570630077100714:l2Z2O6Z.63204310004370002290300036Z400.07 0.026 0.04L6O.05 D-81 0157050077101114:3005.550436000427000380420048400.06 0-11 0.04LO.10 015705007710171412006.100541000637000700590108000.06 0-05 0.04LO.04L 015705007710IS14slOI0.301440001350001561390525000.07 0.09 0.04LO.04L 0157050077101915:0011.3817000016800016717goel4OOO.O7 0.07 0.04LO.04L 0157050077102014:3010.621530001540001101140474000.07 0.04 0.04LO.04L 0157050077110113:3004.790299000300000110110008910.05 0.09 0.04LO.05 0137050077110715:0008.3209990005280020114aO23ZOOO.o2 0.07 0.16 0.04L 0157050077110814:0009.761320000923001511620404000.22 0.30 0.09 0.08. 0157050077111014:0010.211420001430000920930359000.25 0.3S 0.04 0.04L 0157050077111114:0010.301440001420001301250479000.10 0.28 0.04LO.06 0157050077111411:3009.031160001170000690680315000.17 0.16 0.04LO.04L 0157050077111614:0006.qIO702000723000180190037100.12 0.12 0.04LO.04 0157050677111814:3006.090539000545000180180026500.05 0.11 0.04LO.04L 0157050077112313:0005.520431000434000130130015200.03LO.03LO.04LO.04L 0157050077112513:3005.290386000389000120120012600.03LO.08 0.04LO.04L 0157050077120214:1506.590638000630000690640109000.07 0.15 0.04LO.14 0157030077120413:30 09900009890004404qOl3lOOO.O5 0.12 0.04LO.04L 0157050077121513:1505.0603470003Z5000140150014500.03LO.41 0.04LO.04L 01570'ZOO77121614:1008.531040000876000760700194000.08 0.10 0.04LO.04L 0157050077122009:4509.391230001230000560530176000.05 0.11 0.04LO.04L 015705007712231410008.170966000987000330320085300.03 0.08 0.04LO.04L 0157050079032115:0008.250984000977000790820215000.04 0.09 0.04LO.04L OIZ7050078032214:3009.771320001280001161140404000.04 0.11 0.04LO.04L 015705007eO32314:0013.672260002130002332351390000.04 0.10 0.04LO.04L 0157050078032713:10 1930001970000971060576000.04 0.06 0.04LO.04L 0157050078032eil:45 2400002360001721751110000.05 01.07 0.04LO.04L 0157050078033014:0012.55igeOO02020000940920502000.03 0.05 0.04LO.04L 0157050078041014:0009.201190001220000360340112000.03 0.03 0.04LO.04L 0137050078042114:0005.600446000442000220250029800.03LO.10 0.04LO.04L 0157050078042713:3005.330396000400000120100010800.03LO.11 0.04LO.04 0157050079050414:3004.4eO246000248000040040002680.03LO.15 0.04LO.04 0157050078051113:3005.01033eOOO337000110120010900.06 0.11 0.04LO.04L 0157050079051614:3012.712020002050001311380764000.17 0.83 0.04 0.23 0157050078051715:1512.311920001940001251250655000.25 0.54 0.06 0.17 015705007eozielo:3ola.121880001870001201130571000.23 0.42 0.07 0.13 0157050078051914:0011.921830001830000720750371000.15 0.25 0.05 0.07 015705007SO52213:52 0915000932000630640161000.07 0.13 0.04LO.10 0157050078052513:3007.320766000730000770740146000.03 0.50 0.09 0.13 015705007eO52613:4507.030727000733000650660130000.17 0.3Z 0.06 0.14 01570ZOO78053113:3005.170366000373000420440044300.10 0.15 0.04LO.08 0157050078060810:3004.420236000239000260250016100.12 0.34 0.05 0.13 0157050078061514:1004.230204000252000150170011600.83 0.24 0.17 0.05 0157050078063014:1004.170195000198000230220011800.24 0.25 0.06 0.11 0157050078063011:4503.870147000146000200200007880.31 2.15 0.10 0.52 D-8 2 *TI! NATIONAL PESTICIDE MONITORING PROGRAM: CRGANOCHLORINE RESIDUES w IN FRESHWATER FISH, 197 6-1979 *OS: NPMP.76-79A CBP.REPORT36 *RR: NPMP.76-79B *PI: U.S. FISH AND WILDLIFE SERVICE *PO: COLUMBIA NATIONAL FISHERIES RESEARCH LABORATORY ROUTE ONE COLUMBIA, MISSOURI 65201 *PR: CHISTOPHER J. SCMITT, NCBP COORDINATOR, CNFRL *PE: 1976-1979 .*GEj LOWER SUSQUEHANNA RIVER BASIN, CONOWINGO DAM *GL: *AB: AS PART OF THE NATIONAL PESTICIDE MONITORING PROGRAM, THE U.S. FISH AND WILDLIFE SERVICE MEASURED ORGANOCHLORINE RESIDUES IN WHOLE FISH SAMPLES COLLECTED NATIONWIDE. RESIDUES OF DOT AND ITS HOMOLOGS AVERAGED SIGNIFICANTLY LOWER THAN THEY DID BEFORE 1975. OIELDRIN RESIDUES DECLINED SOMEWHAT NATIONALLY. PCB RESIDUES WERE MORE WIDELY DISTRIBUTED, BUT DECLINED IN AREAS OF HIGH CONCENTRATION. TOXAPHENE RESIDUES WERE VIRTUALLY USIOUITOUS. THE SUSQUEHANNA RIVER STATION LA CONOWING0 DAM, MO IS ONE STATION OVER 100 STATIONS NATIONWIDE IN THE PROGRAM. THE STATION HAS BEEN OPERATING* SINCE 1979. RESULTS OF THE ANNUAL DATA COLLECTIONS ARE AVAILABLE FROM THE STATE COLLEGE, PA FIELD OFFICE OF THE U.S. FISH AND WILDLIFE SERVICE. THE FISH SAMPLES WERE ANALYZED AT THE WISCONSIN ALUMNI RESEARCH FOUNDATION (WARF). *ST: STATION05,?,?,?,SUSQUEHANNA RIVER @ CONOWINGO DAM, MO *PA: PARAMETER,UNITS,CAS COOE,LA8EL OOE,PPM,725Z9,DOE 000,PPM,7254a,000 DOT,PPM,50293,DCT AROC1242,PPM,53469219,AROCLOR1242 PCB AUG 42% CHLORINE BY WEIGHT AROC1248,PPM,12672296,AROCLOR1248 PCB AUG 48% CHLORINE BY WEIGHT AROC1254,PPM,11097691,AROCLOR1254 PCB AUG 54% CHLORINE BY WEIGHT AROC1360,PPM,11096825,AROCLOR1260 PC8 AUG 60% CHLORINE BY WEIGHT TCXPHNE,PPM,eOO1352,TOXAPHENE BHC-A,PPM,319846,eENZENE HEXACHLORIOE eHC 8HC-G,PPM,SB899,eENZENE HEXACHLORIOE SHCI LINDANE DACTHAL,PPM,1361331,DIMETHYL TETRACHLOROTEREPHTHALATE HCB,PPM,118741,HEXACHLOROSENZENE OORIN,PPM,6OS7l,DIEL0RIN EDRIN,PPM,73208,ENDRIN HEPCLR,PPM,7644e,HEPTACHLOR CLRONEC,PPM,5103719,CIS-CHLORDANE CLRONET,PPM,3103742,TRANS-CHLORCANE NONCLRC,PPM,29555473,CIS-NONACHLOR NONCLORT,PPM,3734494,TRANS-NONACHLOR OXCLRONE,PPM,26880488,OXYCLORDANE MOIST,4,NONF-,PERCENT MOIST ' @, LIPID,%,NQNE,PERCENT LIPIOS FISHW,KG,NONE,MEAN FISH WEIGHT KG FISHL,CM,NONE,MEAN FISH LENGTH CM ALORN,PPM,309002,ALORIN HEPEDOX,PPM,1024573,HEPTACHLOR SPONIDE METHOXCHL,PPM,72435,METHOXYCHLOR MIREX,PPM,23e5e5s,MIREX PCA,PPM,l82'5P-l4,PENTACIILOROANISOLE FISH,.TYPE,NONE,FISH TYPE , WP-WHITE PERCH:MORONE AMERICANA CA-COMMON CARP:CYPRrNUS CARPIC CC-CHANNEL CATFISH:ICHTALURUS PUNCTATUS DATA NPMP.76-79A; INPUT 91 STATION $9. 010 YEAR 2.0 012 FISH $2. @14 FISHL 4.1 019 FISHW 3.1 @21 LIPIO 4.1 @24 MOIST 4.1 @28 DOE 4.2 @32 000 4.2 $36 DOT 4.2 @40 AROC1242 3.1 %43 AROC124e 3.1 046 AROC1254 4.3 @SO AROC1260 3.1 @S3 TOXPHNE .4.2 057 BHC-A 4.2 @61 SHC-G 4.2 @65 OACTHAL 4.2 D-83 069 HCB 4.2 073 SAMPLE 2.01 CARDS; STATI10NO577CA42-20-904.369.90.300-160.010.00.50.801.70.000.010.00 .0.0001 STATION0577CA42.40.904.972.60.280.200.000-00.00.001.80.000.000.00 0.0002 STATION0577CC27-20.205.470.10.300.160.040.00.50.602.00.000.010-00 0.0003 STATION0577WPI6.00.005.0@1.30.200-090-050.00.30.501.40.000.000.00 0.0004 STATION0579CA32.eo.908.273.90.390.150-01 0.01.001.40.000.010.000.020.0105 STATION0579CA42.ql.002.679.00.150.080-00 0-00-800-00-000-000-000-000.0006 STATION0579WP19.30.107.371.30.200.120.04 0.00.801-20-000-000-000-020.0207 DATA NPMP.76-798; INPUT @1 STATION $9. @10 YEAR 2.0 @12 FISH $2. 014 DORIN 4.2 018 EDRIN 4.2 @22 HEPCLR 4.2 @26 CLRONEC 4.2 @30 CLRONET 4.2 @34 NONCLRC 4.2 @38 NONCLRT 4.2 @42 OXCLRONE 4.2 @46 SAMPLE 2.0; CARDS; STATION0577CAO.060.000.020.090.070.040.09 ol STATION0577CAO.060-000-000.130.080.030.10 .02 STATION0577CCO.050.000.000.080.040.030.08 03 ST,ATIONOZ77WPO.070.000.000.070.020.030.07 04 STATION0579CAO.050-000-020.140.050.050.100.0105 STATION0579CAO.020.000.000.060.030.020.040.0006 .STATID,NO579WPO.050.010.040.160.040.030.100.0107 D-84 0 *TI: NATIONAL PESTICIDE MONITORING PROGRAM: RESIDUES OF ORGANOCHLORINE CHEMICALS IN FRESHWATER FISH, 1980-81 CBP.REPOR *OS: NPMP-80-SIA T37 *RR: NPMP-80-819 *Pj: U.S. FISH & WILDLIFE SERVICE *PO: COLUMBIA NATIONAL FISHERIES RESEARCH-LABORATORY ROUTE 1 COLUMBIA, MfSSOURI 65301 *PR: CHRISTOPHER J. SCHMITT, NCSP COORDINATOR,. CNFRL *PE: 1980-1981 *GE: LOWER SUSUEHANNA RIVER BASIN, CONOWINGO DAM MARYLAND *AS: AS PART OF THE NATIONAL PESTICIDE MONITORING PROGRAM, THE U.S. FISH & WILDLIFE SERVICE MEASURED ORGANOCHLORINE RESIDUES IN WHOLE FISH SAMPLES COLLECTED FROM OVER 100 STATIONS NATIONWIDE. THE SUSUEHANNA RIVER STATION AT CONOWINGO DAM, MARYLAND (STATION 5) IS ONE OF THE STATIONS OPERATING SINCE 1967. RESULTS OF ANNUAL DATA FROM THIS STATION IS AVAILABLE FROM THE STATE COLLEGE, PA. FIELD OFFICE OF THE U.S. FISH & WILDLIFE SERVICE. LAB ANALYSIS CONDUCTED BY WISCONSIN ALUMNI RESEARCH FOUNDATION (WARF). *ST: STATION,LAT,LONG,RIVER MILE,DESCRIPTION * STATION05,?,7 '?,SUSUEHANNA RIVER 0 CONOWINGO DAM MARYLAND *PA: PARAMETER,UNI@S,CAS COOE,LASEL DOE,PPM,72559,DDE DOD,PPM,72549,000 DOT,PPM,50293,DOT AROC1248,PPM,12672296,AROCLOR1248 PCS AUG 48% CHLORINE BY WEIGHT AROC1254,PPM,11097691,AROCLOR1254 PCS AUG 54% CHLORINE BY WEIGHT AROC1260,PPM,11096825,AROCLOR1260 PCS AUG 60% CHLORINE BY WEIGHT TOXPHNE,PPM,8001352,TOXAPHENE SHC-A,PPM,319846,eENZENE HEXACHLORioE eHC eHC-G,PPM,SS399,8ENZENE HEXACHLORIDE SHC; LINOANFE HCB,PPM,118741,HEXACHLORoe=-NZENE ODRIN,PPM,6OZ71,01ELDRIN EDRIN,PPM,7220S,ENDRIN HEPCLR,PPM,7644e,HEPTACHLOR CLRONEC,PPM,5103719,CIS-CHLORDANE CLRONET, PPM, 5103742, TRANS-CHLOROANE NONCLRC,PPM,29Zt5473,CIS-NONACHLOR NONCLORT, PPM, 3734494, TRANS-NONACHLOR OXCLRONE,PPM,26aSO4ee,OXYCLORDANE MOIST,%,NONE,PERCENT MOIST LIPIO,%,NONE,PERCENT LIPIDS PCA, PPM, 1325214, PENTAC4HLORCANI SOLE FISH,TYPE,NONE,FISH TYPE WP-WHITE PERCH:MORONE AMERICANA CA-COMMON CARP:CYPRINUS CARPIO CC-CHANNEL- CATFISH: ICHTALURUS PUNCTATUS NPMP.80-SIAI INPUT 01 STATION 69. 010 YEAR 2.0 912 FISHS2. 014 ODE 4.2 018 000 4.2 422 DOT 4.2 936 AROC1248 3.1 $29 AROC12Z4 3.1 032 AROC1260 3.1 035 DORIN 4.2 939 EDRIN 4.2 043 HEPCLR 4.2 047 CLRONEC 4.2 051 CLROET 4.3 055 NONCLRC 4.2 @59 NONCLRT 4.2 063 OXC08LR2ONE 4.22 067 TOXP0HN6E 3.1 070 SAMPLE 02.0; CARDS; STAT2I2ON2O2Z81CAO. 82620. 1220. 000. 00. 5 1. 250. 0 10. 000. 000. O6ZO. 030.040. 090. 000. 101 STAT2I8ON8O8Z81CA8O.2240.140.000.10.30.80.010.000.000.060.030.030.060.000- 1082 STAT6I0ON6O05681WPO. 160.090.030.10.30.90.020.000.000.0650.010.030.070.000.303 DATA NPMP.2S2O-28168; ;INPUT 801 STATION S9. 010 YEAR 22.0 8912 FISH $22. @14 eHC-A 4.22 8@0128 2eHC-G 4.62 80222 HC6S 4.2 80286 M2ETH2OXCHL 4.62 0#30 MIREX 4.62 2034 2DACTHAL 4.62 80328 PCA 4.2 042 LIPIO 4.1 4@46 MOIST 4.1 050 SAMPLE; CARDS; D-8 5 STATIONOSSICAO-000-000-000-000-010-000.00'-1.776.801 STATIONo5elCAO-000.000.000.000.000.000.006.970.802 STATION0581WPO-000-000-000-000-000-010-008-069.103 D-86 0 *Tl: ORGANCCHLORINE RESIDUES IN FISH: NATIONAL PESTICIDE MONITORING PROGRAM, 1970-1974 *OS: NPMP.70-74 *RR: NONE CBP. REPORT38 *PI: U.S. FISH AND WILDLIFE SERVICE *PO: COLUMBIA NATIONAL FISHERIES RESEARCH LA80RATCRY * ROUTE I COLUMBIA,*MISSOURI 65201 *PR: CHRISTOPHEO J. SCHMITT, NCSP COORDINATOR, CNFRL *PE: 1970-1974 *GE: LOWER SUSUEHANNA RIVER BASIN, CONOWINGO DAM, MO *AB: AS PART OF THE NATIONAL PESTICIOE MONITORING PROGRAM, THE U.S. FISH AND WILDLIFE SERVICE MEASURED ORGANOCHLORINE RESIDUES IN WHOLE FISH SAMPLES COLLECTED FROM OVER 100 STATIONS NATIONWICE. THE SUSUEHANNA RIVER STATION AT CCNCWINGO DAM, MO (STATION 5) IS ONE OF THE STATIONS OPERATING SINCE 1967. RESULTS OF ANNUAL DATA FROM THIS STATION 13 AVAILABLE FROM THE STATE COLLEGE, PA FIELD OFFICE OF THE U.S. FISH AND WILDLIFE SERVICE. LAS ANALYSIS COMPLETED BY WISCONSIN ALUMNI RESEARCH FOUNDATION (WARF). *ST: STATION,LAT.,LCNG.,RIVER MILE,DESCRIPTION * 1p STATIONC5,?,?,7,SUSUEHANNA RIVER AT CONOWINGO DAM *PA: PARAMETER,UNITS,CAS CODE,LABEL DOE,PPM,72559,DDE 000,PPM,72548,000 DOT,PPM,50293,DDT AROCI-@-42,PPM,53469219,AROCLOR 12-42 PCS AVG 42% CHLORINE BY WEIGHT APOC124a,PPM,12671-296,AROCLOR 1248 PC8 AVG 487. CHLORINE BY WEIGHT AROC1254,PPM,11097691,AROCLOR 1_254 PCB AVG 54% CHLORINE BY WEIGHT AROC1260,PPM,11096825,AROCLOR 1260 PC8 AVG 60% CHLORINE BY WEIGHT TCXPHNE,PPM,S001352,TCXAPHENE eHC-A,PPM,31?946,eENZENE HEXAGLORIDE eHCO 0DR:N,PPM,60571,DIELDRIN E0RIN,PPM,7220S,ENORIN HEPCLR,PPM,7644e,HEPTACHLOR LIP:D,7,NllNE,PERCENT LIPICS -ISHW,Les,NCNE,MEAN =TSH WEIGHT FISHL,INCNES,NCNE,MEAN FISH LENGTH FISH,TYPE,NONE,FISH TYPE WP-WHITE PERCH: MOROME AMERICANA CA-COMMON CARP: CYPRINUS CARPIO CC-CHANNEL CATFISH: ISHTALURUS PUNCTATUS YP-YELLOW PERCH: PERCA FLAVESCENE DATA NPMP.70-741 INPUT 01 STATION $9. elO YEAR 2.0 e13 FISH $2. e14 FISHL 4.1 TIS FISHW 3.1 @21 LIPID 4.1 024 OOE 4.2 0,?9 000 4.2 933 DOT 4.3 @37 AROC1243 3.1 @40 AROC1248 3.1 @43 AROC12Z4 4.2 047 AROC1260 3.1 t5O CORIN 4.2 @S4 EORIN 4.2 6M HEPCLR 4.2 @62 TOXPHNE 4.2 CARDS-, 066 eHC-A 4.2 2M SAMPLE 3.01 STATION0570CA21.65.007.90.520.650.23 2.60 0.330.000.00 0.0601 STATIONO@7OCC12*10*607*40*240*290*13 1,77 0*160,000,00 0*0602 STATICN0570YPOS.80.301.40.430.310.25 2.19 0.120.000.00 0.0203 STATICN0570YPO7.90.202.00.430.390.31 2.60 0.130.000.00 0.0904 STAT6I6ON0571CA18.03.005.40.6230.180.009 0.630 0.070.010.000.00 05 STAT2I2ON05781CA8,e.93,308,50.8200.8210,07 0,59 0*41810*0410*000,00 06 STAT6I6ON06571C2Cl2t.221.109.60.6240.6200.10 0.962 0.0960.010.000.00 07 STAT8I8ON8O8Z71CCI2Z.41.309.60.340.300.122 1.041 0.0880.0410.000.00 4088 STATI2ON0571YP8O2S.60.002.70.1880.140.211 0.95 0.070.010.2000.00 09 8STAT8I2CN085741YP2Oe*40,301@,,',0*4190*4140,211 0*925 0,060,010,000*00 410 STAT2I2ON05723CA14.2S4I.701.440.4I2S2O.2330.00 23.00 0.040.2000.000.00 4181 STATI8CN4O8Z7232C2C13.10.8304.830.2Z70.310.07 4.16M 20.414120.000.000.00 414:22 STAT8I2CN025722YP8O7.250.62062.90.'@190.0250.600 1.90 20.81220.000.000-00 13 2GTAT8IN023722YP07*0@'@0*232022,70,1-230,130*602 62*8020 0*140*000,0800,800 414 STAT2I2ON0573CA14.91.60e.290.280.000.6000.0 0.000.60.000.000-000-00 165 STAT2I2ON0573C8C16.11.409.830.000.0200-2000.4 0.80023.00.000.02020.802020.2080 186 D-87 STATION0573WPO7.60-201.20.160-000.000.0 0.000.70.040.000.000.00 17 STATION0573WPO7.50.204.90.100-000.000-0 0.000.50.000.000.000.00 is STATION0574CAI&.72.304.90.370.130.000.0 0.001.10.070.000.000.00 19 STATION0574CC13-21.113.11.507.600-000.0 0.005.93.300.000.000.00 20 STATION0574CC13.40.812.70.520.510.000.0 0.002.90.180.000.000.00 21 STATION0574WPO5.80-107.20.540.280.090.0 0-003-20.230-000.000.00 -.1:2 STATIONOS74WPO6.30-907.20.540.210.080.0 0.003.10.200.000.000.00 23 D-88 0 *TI: NATIONAL CONTAMINANT BICMONITORING PROGRAM: CONCENTRATIONS OF SEVEN ELEMENTS IN FRESHWATER FISH, 1973-1991 *OS: NCSP78-81 CBP.REPO *PI: U.S. FISH & WILDLIFE SERVICE R2739 *00: COLUM81A NATIONAL F.ISHERIES RESEARCH LABORATORY ROUTE I COLUMBIA,MISSOURI 65201 *PR: T.P. LOWE *PE: 1978-1981 *GE: LOWER SUSUEHANNA RIVER BASIN, CONOWINGO DAM MARYLAND *AS: AS A CONTINUING PART OF THE NATIONAL CONTAMINANT SIOMONITORING PROGRAM, THE U.S. FISH & WILDLIFE SERVICE COLLECTED FRESHWATER FISH 0 112 MONT- TORING STATIONS IN 1978-1979 AND 1980-1981. THREE COMPOSITE SAMPLES OF THREE TO FIVE FISH WERE COLLECTED AT EACH OF ABOUT HALF OF THE STATIONS WITH 000-NUMBERED YEARS AND AT THE OTHER HALF, IN EVEN-NUMeERED YEARS, AND ANALYZED FOR LEAD, MERCURY, CADMIUM, ARSENIC, SELENIUM, COPPER, AND ZINC. THE SUSUEHANNA RIVER STATION 0 CONOWINGO DAM 13 ONE OF THE STA- TIONS SAMPLED NATIONWIDE. *ST: STATION,LAT,LONG,RIVER MILE,OESCRIPTION STATI0N05,'?,?,7,SUSOUEHANNA RIVSR @ CONOWINGO DAM *PA* PARAMETER,UNITS,CAS CCCE,LASEL FISH,NCNE,NONE,FISH TYPE CA-COMMOM CARP: CYPRINUS CARPIO WP-WPITE PERCH: MORONE AMERICANA FISHL,CM,NONE,MEAN FISH LENGTH FISHW,KG,NONE,MEAN FISH WEIGHT LIPID,%,NONE,PERCSNT LIPIDS MOIST,%,NCNE,PSRCENT MOISTURE TPS,PPM,7439921,TOTAL LEAD TCD,PPM,7440439,TOTAL CADMIUM IHG,PPM,7439976,TOTAL MERCURY TAS,PPM,7440322,TCTAL ARSENIC TSE,PPM,7732492,TOTAL SELENIUM TCU,PPM,7440508,TCTAL COPPER TINPPM,744,0666,TOTAL ZINC DATA NCSP78-91; INPUT @I STATION $9 410 YEAR 2.0 912 FISH S2. 014 FISHL 4.1 @18 FISHW 3.1 @31 LIPIO 3.1 024 MOIST 4.1 @29 TPS 4.2 @32 TCO 4.2 @36 THG 4.2 140 TAS 4.2 032 TCO 4.3 036 THS 4_2 &.40 TAS 4.2 %44 TSE 4.2 048 TCU 4.1 @Z2 TZN 4.1 OZ6 SAMPLE 2.0; CARDS; STATIOIOZ79CA13.92.08.273.90.100.050.050.160.5401.471.001 STATION79CA16.92.32,679,00.310.070.090.560.4700.332.EO2 STATIONOZ79WPO7.60.37.371.30.200.020.050.421.5933.734.303 STATIONOZ81CA14.41.62.776.80.260.060.090.060.5?00.957.304 STATION05SICA14.11.76.970.70.170.060.110.160.4OO.978.005 [email protected] 20D-289 0 Tl: PEACH BOTTOM ATOMIC POWER STATION PRECPSRATIONAL AND POSTOPERATIONAL REPORTS ON THE ECOLOGY OF CONOWINGO POND *D.S3 DATA SENT VIA MAGNETIC TAPE SEPARATE FROM THIS DOCUMENTATION *RR: NONE Pl: ICHTHYOLOGICAL ASSOCIATES, INC. CBP4A4MPORT40 RMC - MUOOY RUN ECOLOGICAL LABORATORY *PO: PHILADELPHIA ELECTRIC COMPANY NZ-1, 2301 MARKET ST. PHILADELPHIA, PA 19101 *PR: DR. OILIP MATHUR, RMC *PE: 1967-i9e5 *GE: LOWER SUSUEHANNA RIVER BASIN, CONOWINGO POND, PEACH BOTTOM *GL: *AS: THE DATA PRESENTeD SUMMARIZES THE ECOLOGICAL CONDITIONS IN THE CONOWINGO POND AND MUDDY PUN STORAGE POND. THE DATA SET CONTAINS INFOR- MATION ON WATER QUALITY AND THE DISTRIBUTION OF AUATIC SIOTA. THE REPORTS ARE AVAILABLE SEM-ANNUALLY AND THE METHODS UTILIZED ARE -OUTLINED IN THE REPORTS. THE DATA INCLUDES A LIST OF 145.062 OBSER- VATIONS WITH NINE VARIABLES FCR EACH OBSERVATION. THE DATA SET IS LISTED AS RECEIVED FROM RMC-MUDDY RUN ECCLOGICAL LABORATORY. THE DATA FILE CONSISTS OF THE FOLLOWING: COLUMNS: VARIABLE: 1- 4 STATION- 5-1-2 DATE 13-17 TIME Is-l 1 9 NUMER C PARAMETER CODE 20-44 PARAMETER NAME 45-47 DEPTH OF SAMPLE 48-49 SAMPLE REPLICATE NUMBER SO-57 UNITS Se-64 MEASURES VALUES PA: THE PARAMS-JES C:L'-ECTEO INCLUDE THE =CLLOWING: WATER TEMPERATURE -_-T.SSOLVED OXYGEN PH CONDUCTIVITY BICARBONATE CARBONATE SODIUM POTASSIUM CALCIUM MAGNESIUM CHLCR!DES SULFATE NITRATE NITRITS OISSCLVED IRON REACTIVE SILICA PHOSPHATE SESTON SECCH I CHLORAPHYLL-e CHLORAPHYLL-C TOT0Z CHLORAPHY4U_-A REACTIVE CHLORAPHYLL-A FLOW ST:STATION,LATITUDE.,LONGITUDE,RIVER MILE, DESCRIPTION 630,?,?,?,CON0WIN3C POND 9 HOLTWOOD HYCRO STATION PIPE FOR PUMP 17-3 601,?,?,?,CONOWINGO POND 0 MIO-PONO OFF MOUTH OF FISHING CK. 602,?,?,?,CONOWIN3 POND 9 POINT OFF DORSEY ROAD NORTH OF POWER STATION 603,?,?,?,CONOWINGO POND 0 MIO-POINT BELOW DOUBLE TOWERS SOUTH OF MT. JOHNSON ISLAND 604,?,?,?,CONCWINSO POND 0 POINT ON EAST SHORE SOUTH OF MT. JOHNSON IS. 6OZ,?,?,?,CONCWINGO POND 0 POINT JUST BELOW SOUTH END OF-OISCHARGE CANAL 66026,?,?,?,0C6ON6OW-N6G6O POND 69 MID-POND OFF MOUTH OF PETERS CREEK 8607,?,8?,2?,C2CN6CW8ING2O POND 20 JUST ABOVE MOUTH OF PETERS CR 20M 60S,2?,?,2?,6C6ON2OWIN2G60 POND 60 WEST SHORE JUST NORTH OF WILLIAMS TUNNEL 609,?,?,?,C8ON8OW8l%G8O POND BETWEEN WEST SHORE AND MID-POND OFF MICHAEL RUN 610,8?,8?,?,6C6:2CN2CW2IN6G6O POND 60 MI6D-PONO OFF ROAD CREEK 6119?j0?,?,C8ON4OW4ING8O POND 80 MID-POND OFF HOPKINS COVE 8640,'6?,?,?,C6CN6CW6INGO HY0DR0O STATION - OUTLET PIPE FOR UNIT ONE 8601,?,4?,4?,MU4D8OY RUN PUMP ST4ORAG8S POND 84 MIO-P4ON4O UNDER TRANSMISSION LINES 6e68,?,?,8?,MU6D6DY 83UN PUMP STORAGE POND 20 100 YARDS OFF EAST SHORE UNDER TRANSM!SS4ION LINES 72661,7,-,7,MU6O0OY RUN 2P6E6CR2SATI6ON LAKE 20 POINT 100 YARDS OFF DAM 7467,-','l`,MUOOY RUN RECREATION LAKE 4% POINT 18Z8O YARDS SOUTH OF BOAT RAMP D-90 0 *T 1: WATER QUALITY OF THE SWATARA CREEK NEAR THE PROPOSED SWATARA CREEK RESERVOIR, LEBANON AND SCHUYKILL COUNTIES *CS: IN STORET, AGENCY CODE: 112WRD *RR: NONE CBP.REPORT41 *PI: U.S. GEOLOGICAL SURVEY *PO: FEDERAL BUILDING 4TH FLOOR HARRISBURG, PA 17108 *PR: DAVE FISHEL *PE: JULY 1981 - SEPT. 1934 *GE: LOWER SUSQUEHANNA RIVER BASIN, SWATARA CREEK * GL *AB THE WATER QUALITY OF THE SWATARA CREEK WAS STUDIED FROM JULY 1991 THROUGH SEPTEMBER 1934 TO OETERMINE THE IMPACT OF COAL MINNING ACTIVITIES ON THE WATER UALITY OF A PLANNED 10,500 ACRE-FOOT RESERVOIR THE PROJECT WAS DESIGNED TO (A) MEASURE SURFACE WATER INFLOWS AND OUTFLOW lN THE PROPOSED IMPROVEMENT AREA, AND MEASURE THE CONCENTRATION OF SUSPENDED SCIMENT, NUTRIENTS, AND CONSTITUENTS COMMON TO ACID MINE CRAINAGE T THESE FLOWS, (B) DETERMINE THE DISCHARGE THE ABOVE CONST17UEN'S TO THE PLANNEC RESERVOIR 01-'!NG A YEAR OF AVERAGE STREAMF@ -OW, (C) DETERMINE THE NUTRIENT AND METAL CONCENTRATIONS IN CTCM MATERIAL IN THE VICINITY OF THE IMPOUNDMENT, AND 101 ESTIMATE THE U WATER E F ps QUALITY IN AND DOWNSTREAM FROM THE PLANNED RESERVOR THE THREE STATIONS LISTED BELOW ARE ALL PECFECT TO THE PROJECT. *ST: STATION, LAT. LONG. RIVER MILE,DESCRIPTICN 101571919,42343,7622,?,WATAR.A CK ABOVE RTE 5 PINE GROVE 01572000,4215,762'4O,,WATER LITTLE SWATARA CK 5 PINE GROVE 0572200, 438, 73122 6, 7, SWA TARA CK 1 INWOOD *PA: OVER 90 PARAMETERS COLLECTED INCLUDES PHYSICAL DATA, SEDIMENT DATA, METALS DATA, AND SOTTOM MATERIAL CHEMISTRY AND PARTICLE SIZE DISTRIBUTION D-91 H0 *TI: WATER UALITY MCNITCR!NG NETWORK OF INTERSTATE STREAMS IN THE SUSOUEHANNA RIVER BASIN. *OS: IN STCRET AGENCY CODE 42SRBCWG *RR: NONE CBP.REPORT42 *Pj: SUSUEHANNA RIVER BASIN COMMISSION *PO: 1721 NORTH FRONT STREET HARRISBURG, PA 17102 (717) 3380425 *OR: CARL P. MCMORRAN *PS: APRIL 1969 PRESENT GE: LOWER SUSUEHANNA RIVER BASIN, PAMO EORCER *Ae: THE WATER UALITY MONITORING NETWORK CONSISTS OF A SERIES OF SURFACE WATER UALITY STATIONS WHICH ARE PERIODICALLY SAMPLED FOR BIOLOGICAL AND WATER CUALITY CONDITIONS THE DATA IS REVIEWED TO DETERMINE IF INTERSTATE WATER UALITY STANDARCS ARE BEING COMPROMISED. THIS SAMPLING PROGRAM ALLOWS THE INVESTIGATION OF SMALLER INTERSTATE STRAMS ASSUMED TO HAVE 3000 WATER OUALITY. THIS MONITORING NETWORK ENHANCES THE ABILITY FOR SRBC STAFF TO REVIEW PROJECTS THAT MAY RESULT IN A SIGNIFICANT INTERSTATE EFFECT ON THE, WATER RESOURCES IN THE BASIN. *ST: STATION,LAT.,LONG.,RIVER. MILE,DESCRIPTION 5eAUl.5,?,,1.3,EeAUGH'3 CREEK NEAR STEWARTSTOWN PA. DEER44.2,7,7,44.2,DEER CREEK NEAR STEWARTSTOWN PA. SUS044.t,'!@,;@,44.5,SLCUEHANNA RIVER 0 MARIETTA PA. OCTOS.6,,7,8.6,OCTORARO CREEK NEAR CAMP HORSESHOE PA. r'NWG4.4,?,7,4.4,CCNCW:NGO CREEK NEAR PLEASANT GROVE PA. SUSCZ.0,?,7,t.0,SUSUEHANNA RIVER NEAR HARVECE GRACE MO. PA: PARAMETER,UNITS,CAS CODE,LABEL WTEMP,0ES C,NONE,WATER TEMPERATURE 0O,MG/L,773:447,0IS3C!;.'SD OXYGEN SCONO,UCHMS,NONE,SPE::=T.C CONDUCTIVITY PH,S.U.,NCNE,PH ALK,MS/L,NONE,ALKALINITY ACID, MG/L,NONE, AC:C)ITY AS CACC3 TUR8I0,S.U.,NONE,TUReT07TY CCHE2";AL OXYZEN DEMAND BCC,Z,MG/L,NONE, 5DAY OSOL:OS,MG/L,NONE,DISSOLVED SOLIDS TAMMONIA,MG/L,17778,TOTAL AMMONIA TNO2,MG/L,177728S0,TOTAL NITRT.T= TNO3,MG/L,17r73C90,[email protected] TP04,MG/8L,142St44,D,TOTAL PHOSPHATE TCA,MG/L,7440702,TOTAL CA!C.UM TMG,MG/L,7439?t4,TOTAL MAGNESIUM TCL,MG/L,li8e'?0O6,TOTAL CHLORIDES TS04,MG/L,14e0e799,TOTAL SULFATE TFE,MG/L,7439E96,TOTAL IRON TMN,MG/L,74399'56,TOTAL MANGANESE TAL,MG/L,7429905,TOTAL ALUMINUM FECCC',COL/lO0ML,7,FECAL COLIFORM FSCSTR,COL/10OML,?,FSCAL STREP D92 3 6668 14103 6410 V E R 84 DEC.24,1970 N.Y. C/) PA. IPA m "LVANIA-t4o