The URL can be used to link to this page

Home My WebLink AboutNC0046728_Speculative Limits_20060220NPDES DOCUMENT SCANNIN`i COVER SHEET NPDES Permit: NC0046728 Mooresville / Rocky River WWTP Document Type: Permit Issuance Wasteload Allocation Authorization to Construct (AtC) Permit Modification Complete File - Historical Engineering Alternatives (EAA) Plan of Action Instream Assessment (67b) Speculative Limits Environmental Assessment (EA) Permit History Document Date: February 20, 2006 This document is printed on reuse paper - igziore any content on the reYerse side • ~ F: QF !NAT'Q February 20, 2006 Mr. Wilce Martin Utilities Director, Town of Mooresville P.O. Box 878 Mooresville, North Carolina 28115 Michael F. Easley, Governor State of North Carolina William G. Ross, Jr., Secretary Department of Environment and Natural Resources Alan W. Klimek, P.E., Director Division of Water Quality Subject: Speculative Effluent Limits Rocky River WWTP NPDES Permit #NC0046728 Iredell County Dear Mr. Martin: This letter is in response to your request for speculative effluent limits for a proposed expansion from 5.2 MGD to 19 MGD at the Rocky River WWTP. Receiving Stream. This facility discharges to Dye Creek (Branch). Dye Creek is listed on the draft 2006 303(d) list as impaired for aquatic life based on biological integrity. Potential sources are listed as minor municipal point sources and urban runoff. The 2003 Yadkin Pee Dee Basin Plan recommends several controls upon expansion of this and other facilities discharging to the Rocky River, including BAT limits for facilities discharging above Mallard Creek. It is also recommended that the Rocky River WWTP receive a minimum D.O. limit of 6.0 mg/L upon expansion. In addition, a biological TMDL for the Rocky River will be developed in the near future. This study could affect an expansion and/or existing limits at this discharge. Speculative Limits. Based on available information, speculative effluent limits for the proposed discharge of 19 MGD to Dye Creek (Branch) are presented in Table 1. A complete evaluation of these limits and monitoring frequencies in addition to monitoring requirements for metals and other toxicants will be addressed upon receipt of a formal NPDES permit modification request. TABLE 1. Speculative Limits for Rocky River WWTP, NC0046728 Effluent Characteristic f { 4 . �� . r 1, g3 ,.. 7..,° ... _ Effluent LimitatiOns xr ,4MonthlyAverage Weekly. Average Daily Maximum Flow 19 MGD BOD5, Summer 5 mg/L 7.5 mg/L BOD5, Winter 10 mg/L 15 mg/L TSS 30 mg/L 45 mg/L NH3 as N, Summer 1.0 mg/L 3.0 mg/L NH3 as N, Winter 2.0 mg/L 6.0 mg/L TRC 17 ug/1 Fecal coliform (geometric mean) 200/100 ml 400/100 ml Engineering Alternatives Analysis (EAA). Please note that the Division cannot guarantee that an NPDES permit modification for expansion to 19 MGD will be issued with these speculative limits. Final decisions can only be made after the Division receives and evaluates a formal permit application for the City's proposed discharge. In accordance with the North Carolina General Statutes, the practicable wastewater treatment and disposal alternative with the least adverse impact 1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone (919) 733-7015 FAX (919) 733-0719 512 N. Salisbury Street, Raleigh, North Carolina 27604 On the Internet at http://h2o.enr.state.nc.us/ An Equal Opportunity/Affirmative Action Employer hlo Carolina oIaiurally on the environment is required to be implemented. Therefore, as a component of all NPDES permit applications for new or expanding flow, a detailed engineering alternatives analysis (EAA) must be prepared. The EAA must justify requested flows, and provide an analysis of potential wastewater treatment alternatives. Alternatives to a surface water discharge, such as spray/drip irrigation, wastewater reuse, or inflow/infiltration reduction, are considered to be environmentally preferable. A copy of the EAA requirements is attached to this letter. Permit applications for new or expanding flow will be returned as incomplete if all EAA requirements are not adequately addressed. If you have any questions regarding these requirements, please contact the DWQ NPDES Unit at 919-733-5083. State Environmental Policy Act (SEPA) EA/EIS Requirements. A SEPA EA/EIS document must be prepared for all projects that 1) need a permit; 2) use public money or affect public lands; and 3) might have a potential to significantly impact the environment. For new wastewater discharges, significant impact is defined as a proposed discharge of >500,000 gpd and producing an instream waste concentration of > 33% based on summer 7Q10 flow conditions. For existing discharges, significant impact is defined as an expansion of > 500,000 gpd additional flow. Since your existing facility is proposing an expansion of >500,000 gpd additional flow, you must prepare a SEPA document that evaluates the potential for impacting the quality of the environment. The NPDES Unit will not accept an NPDES permit application for the proposed expansion until the Division has approved the SEPA document and sent a Finding of No Significant Impact (FONSI) to the State Clearinghouse for review and comment. A SEPA Environmental Assessment (EA) should contain a clear justification for the proposed project. If the SEPA EA demonstrates that the project may result in a significant adverse effect on the quality of the environment, you must then prepare a SEPA EIS (Environmental Impact Statement). Since your proposed expansion is subject to SEPA, the EAA requirements discussed above will need to be folded into the SEPA document. The SEPA process will be delayed if all EAA requirements are not adequately addressed. If you have any questions regarding SEPA EA/EIS requirements, please contact Alex Marks with the DWQ Planning Branch at (919) 733-5083, ext. 555. Should you have any questions about these speculative limits or NPDES permitting requirements, please feel free to contact Toya Fields at (919) 733-5083, extension 551. Sincerely, (X// Susan A. Wilson, P.E. Supervisor, Western NPDES Program Attachment: EAA Guidance Document cc: (with attachment) William A. Kreutzberger Water Resources Manager, CH2M Hill 4824 Parkway Plaza Boulevard Suite 200 Charlotte, North Carolina 28217 cc: (without Attachment) US Fish and Wildlife Service, Ecological Services, PO Box 33726, Raleigh, NC 27636-3726 Attn: Sara Myers NC WRC, Inland Fisheries, 1721 Mail Service Center, Raleigh, NC, 27699-1721 Attn: Fred Harris Mooresville Regional Office Central Files NPDES Permit File 2 Town of Mooresville 2005 — Maximum Day Transfer e• � •.• O{/�� k� •. <2�rG •$ •'•. •L • Lake Norman South Yadkin River •.. a 0.5 MGD 1 MGD `I......... i' ,utman C D ; 0.2 MGD med•Consumed • 7.69 MGD 100% of Flow 0.55 MGD • Consumed Sout Mooresville : R 1.86 MGD Consumed ••.•'•..••.••s'•• 1.43 MGD Consumed •. ver$as� baR� • Catia�' g�veY $�� Rocky f". Rocky River .• 1 wawa WWTP 3.85 MGD Dye Branch Yadkin River Basin .$min Town of Mooresville 2010 — Maximum Day :transfer o 4`‘ • a • . Catawba County Lake Norman South Yadkin River LUse) 60% of Flow • 0.95 MGD 15.48MGD -! 14 Consumed 1.05 MGD fiver Bann gout Yadkin �mbnm� Moo? ville;. ck`Jger .........,•••' 2.23 MGD Consumed Basnl Rocky River f A WWTP Data $�� 9.12 MGD Rocky�veY Dye Branch y 4.01 MGD Consumed Town of Mooresville 2025 — Maximum Day Transfer •. `Po //, e <0ty •. d e,, `•. ' • Catawba County Lake Norman 60% of Flow South Yadkin River 1 MGD 7.76 MGD Consumed ba tver $ ...._..•% Cata`N ky Rlv e'c �a5in Roc 40% of Flow 1.94 MGD '• Consumed Sout . t•.. Rocky River ♦ Moore$vi11e,: 3.67 MGD Consumed WWTP 22.76 MGD Dye Branch y Yadkin River Basin .e............. ck`I Rev er 40.0 35.0 E g 30.0 N 25.0 . 20.0 v 15.0 ca m 10.0 5.0 0.0 2000 MD-IBT (3) Town of Mooresville Rocky River VVWTP Estimated Maximum Day Water Demand and Transfer between Catawba and Yadkin -Rocky River Basins (Assumes 50% Max Day Consumption) 37.p,■ = _ D ... ... 21 11 iip 7 33.93, �- ... _ .•' - 6.12 28.51 7. L = 15.4$r-. '. Grandfathered IBT - , - • , • =9.54mgd , ,••• 1.05 7.69 ■' I Est. Year when Grandfathered IBT reached -2008 I - I I ' , i , 1 i., . 1 . . 4 1 1 $ 1 1 1 1 1 1 4 1 1 1 1 1 t t 2005 2010 2015 • Year 2020 2025 2030 —�— IBT Cat to RR - -Water Demand CH2M HILL Confidential 2035 Page 1 Mooresville IBT (INCLUDES TROUTMAN AND Ave Dav 2004 2010 2025 2030 Max Dav, 2004 2010 2025 2030 CATAWBA COUNTY AND ASSUMES 50% MAX DAY CONSUMPTION) Total IBT Cat to S. Yad (mgd) -0.073 0.021 0.333 0.333 Town of Troutman Total IBT Cat to RR (mgd) 0.000 0.563 3.293 3.293 Total IBT S. Yad to RR (mgd) 0.000 0.260 0.260 0.260 Mooresville Total IBT Total IBT Cat to RR (mgd) 3.684 6.860 12.480 14.306 Cat to S Yad (mgd) 0.134 0.257 0.475 0.585 Catawba Co Total IBT Cat to RR (mgd) 0.000 0.216 1.293 1.293 Total IBT Cat to S. Yad (mgd) -0.297 0.085 1.363 1.363 Town of Troutman Total IBT Cat to RR (mgd) 0.000 0.650 3.800 3.800 Total IBT S.-Yad to RR (mgd) 0.000 0.300 0.300 0.300 Mooresville Total IBT Total IBT Cat to RR Cat to S Yad (mgd) 5.279 9.514 17.031 19.420 (mgd) 0.550 1.050 1.944 2.393 Catawba Co Total IBT Cat to RR (mgd) 0.000 0.882 5.290 5.290 Total IBT Cat to S. Yad (mgd) 0.062 0.278 0.808 0.918 Overall Total Total IBT IBT Cat to RR S. Yad to RR (mgd) (mgd) 3.684 0.000 7.639 0.260 17.066 0.260 18.892 0.260 Total 1BT Cat to S. Yad (mgd) 0.253 1.136 3.307 3.756 Overall Total Total IBT 1BT Cat to RR S. Yad to RR (mgd) (mgd) 5.279 0.000 11.046 0.300 26.121 0.300 28.510 0.300 In 2004, for Troutman water is being transferred from S Yad to Catawba. This transfer is included in the Cat to S. Yad calc. Not including this the Cat to S Yad is: Ave D Max D Cat to S. Yad 0.134 mgd 0.550 mgd Summary CH2M HILL Confidential Page 1 -1- t - -no g 6/&,,b6 ydeb, gis MA leLed' .i .---G.'_✓y -/- - - !'� a7Z, awc d ieok e_h1-1- /lake L13.77 7 di V-eif eh -tee, Y Old � t/e<___dOG 4 oak) f_ Atte"( da ;1 14)DI [8T-- e wive, /Va_kv_v-N_ doe/I-le-dr Auo.06", 0) /46A f,124-41 ize /d sin - 4,1 -keit , vin,wri /401..z 4AA96‘10 tAzr,,,W ef a 6,2e-4 t7- ® CH2M H I LL December 16, 2005 Dave Goodrich NCDENR - Point Source Branch Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 Subject: Speculative Limits Request for Expansion of Mooresville WWTP NPDES No. NC0046728 Dear Mr. Goodrich: CH2M HILL 4824 Parkway Plaza Boulevard Suite 200 Charlotte, NC 28217 Tel 704-329-0072 Fax 704-329-0141 I am writing to request speculative limits for an expansion of the Mooresville WWTP from 5.2 mgd to 19 mgd by 2025 at its current discharge point to Dye Branch as illustrated on Figure 1. As you are aware, there is a QUAL2E model from the Mooresville WWTP to the USGS gaging station at Norwood (77.6 miles downstream) that incorporates all the existing and proposed major NPDES facilities in the Rocky River Basin. CH2M HILL ran this model to evaluate the impacts of the proposed expansion of the Mooresville WWTP on predicted DO in the Rocky River. The modeling results indicate that limits of 5 mg/1 BOD5, 2 mg/1 NH3-N, and 6 mg/1 DO, as included as a strategy in the most recent Yadkin -Pee Dee River Basinwide Water Quality Plan, will protect the DO standard in the Rocky River. In addition, we ran the model at reuse requirements of 10 mg/1 BOD5, 4 mg/1 NH3-N, and 6 mg/1 DO and determined that those limits would also protect the DO standard. I have enclosed a copy of the technical memorandum that describes these modeling runs. It is our understanding that the strategies in the Basinwide Plan are not necessarily binding if a water quality model can support alternative discharge limits. For this reason, we request DWQ consider speculative limits at reuse requirements as noted above. We realize that DWQ may need to reduce the reuse ammonia effluent limit to protect Dye Branch from ammonia toxicity. If you have any questions or comments, please contact Ruth Swanek at 875-4311, extension 16 or me at (704)329-0073, ext. 217. Thank you for your help in this matter. Sincerely, CH2M HILL /7/& William A. Kreutzberger Water Resources Manager CC: Richard McMillan, PE, Town of Mooresville Michelle Woolfolk, DWQ Modeling and TMDL Unit Susan Wilson, DWQ Western NPDES Program Mike Osborne, PE, CH2M HILL Ruth Swanek, CH2M HILL TECHNICAL MEMORANDUM No. 301 CH2MHILL Rocky River QUAL2E Modeling PREPARED FOR: Town of Mooresville PREPARED BY: CH2M HILL DATE: September 2, 2005; updated November 10, 2005 Executive Summary This technical memorandum (TM) details the application of a QUAL2E water quality model from the Mooresville wastewater treatment plant (WWTP) to the USGS gaging station at Norwood, a distance of 77.6 miles. The model was used to assess the river's assimilative capacity for oxygen -consuming waste with respect to an increase in permitted flow for the Town of Mooresville. Model runs were conducted to assess the impact of the Town of Mooresville's WWTP on predicted dissolved oxygen (DO) in the Rocky River. The model runs included existing permitted conditions; the Mooresville WWTP at 19 mgd at limits of 5 mg/I BOD5 and 2 mg/1 NH3-N and other facilities at existing permitted conditions; and the Mooresville WWTP at 19 MGD, Charlotte Mecklenburg Utility's (CMU) Mallard Creek WWMF at twice its permitted flow, and the proposed Northern Union County facility discharging at a flow of 15 MGD. The limits of 5 mg/1 BOD5 and 2 mg/1 NH3-N were based on a review of the recommendations included in the Division of Water Quality's (DWQ) Yadkin -Pee Dee Basinwide Plan (NCDENR, 2003) and discussions with the Town. Model runs were also performed with the Town of Mooresville permitted at 19 mgd with reuse limits of 10 mg/I BOD5 and 4 mg/I NH3-N to determine if reuse levels of treatment would protect the DO standard. To address potential ammonia toxicity issues, the model was also run at 10 mg/1 BOD5 and 2 mg/1 NH3-N. The model predicts that under existing permitted conditions, predicted DO would be lower than North Carolina's standard of 5 mg/I. Under the increased flow scenarios, the instream DO standard is protected under all permit limit scenarios. Thus, the Town of Mooresville should be able to expand its WWTP and not negatively impact instream DO. Introduction The Town of Mooresville, North Carolina is experiencing a high rate of growth. The Town's proximity to the City of Charlotte and its location on Lake Norman has attracted businesses and residents to the area. The Town is planning its infrastructure to meet the needs of this growth. The Town currently operates a WWTP that has a capacity of 5.2 mgd and discharges to Dye Branch, a tributary of the Rocky River (Figure 1). The facility and its outfall are located approximately 0.4 miles above the Dye Branch confluence with the Rocky River. Although the current flows are approximately 3.0 mgd, the expected high growth rate will increase the demand for municipal sewer service in southern Iredell County. The Town anticipates a need for 19 mgd capacity at its WWTP in approximately 2025. MVILLE_ M_V611102005.DOC 1 ROCKY RIVER QUAL2E MODELING In order to determine the impacts of this increased wastewater treatment capacity on Dye Branch and the Rocky River, the QUAL2E model was run. In 2001, a QUAL2E model was developed for the lower Rocky River (from NCSR 1145 to the USGS gaging station near Norwood); the calibration of this model was outlined in reports submitted to DWQ in February 2001 and January 2005 (CH2M HILL, 2001 and 2005). This model was merged with an existing model of the Rocky River that was developed by DWQ for the river segment from the Mooresville WWTP to the Muddy Creek WWTP (just downstream of NCSR 1145, the starting point of the lower River model). This merged model was used as a basis to examine the impacts of the Mooresville WWTP on predicted DO in the Rocky River. Description of Rocky River Basin The Rocky River is Located within the Yadkin -Pee Dee Basin in the south-central portion of North Carolina and flows generally eastward across the piedmont. The river drains approximately 1,500 square miles (sq. mi.) and is approximately 86 miles long. Its major tributaries include Dye Branch, Mallard Creek, Coddle Creek, Irish Buffalo Creek, Goose Creek, and Crooked Creek (see Figure 1). The river originates just east of Mooresville, North Carolina, and flows southward before beginning its eastward flow just north of Harrisburg, North Carolina. The river is located mostly in rural areas comprising farms, small towns, and undisturbed natural areas. However, some tributaries flow through rapidly developing areas in northeastern Mecklenburg, southern Iredell and southern Cabarrus County. Much of the undisturbed area of the river basin consists of bottomland hardwood forests. The river eventually forms the boundary of Anson and Stanly Counties and flows into the Pee Dee River upstream of Blewett Falls Reservoir. Description of QUAL2E Model QUAL2E is a water quality model used extensively for wasteload allocations and for descriptive simulations of conventional pollutants. The basic equation solved by QUAL2E is a one-dimensional advection dispersion mass transport equation, which is numerically integrated over space and time for each water quality constituent (EPA, 1987). The model is steady-state and assumes complete mixing in the water column. The QUAL2E model allows for multiple point source discharges and withdrawals, and incremental inflow. Model Modifications When the model was run at existing conditions, the predicted DO was 0 mg/I for much of the original upstream modeled area. This was due to two major factors: 1. The data provided by DWQ in 2000 included an extremely high CBODu:BODs ratio for the town of Mooresville (8.45). A ratio this high is unusual for municipal wastewater. Thus, the ratio was reduced to 5 to be more representative of effluent ratios observed in other highly treated municipal wastewater. In the 2005 modeling report (CH2M HILL, 2005), an effluent concentration of 24.5 mg/1 CBODu was included in the model for the Mooresville discharge. A future effluent BOD5 MVILLE_T?&V611102005.DOC 2 ROCKY RIVER QUAL2E MODELING concentration of 5 mg/1 and a CBODu:BOD5 ratio of approximately 5 was assumed for consistency with the previous modeling of the river. 2. The model decay rates were high and more typical of secondary treated effluents. These model decay rates were modified to be more representative of highly treated POTW effluent. DWQ originally calibrated the Rocky River model near the Mooresville WWTP in 1988, and based it on instream data collected in 1986. At this time, the instream CBOD ranged from 10 to 15 mg/1, and there were instream BOD5 data as high as 23 mg/I at the ambient station (DEM, 1988). A BOD decay rate of 0.3 /day was used in the original model; all values were modified to 0.1 /day to match the more recent data collected in the downstream reaches of the Rocky River. This value is in line with BOD decay rates included in most models where point sources achieve high levels of treatment. Similarly, the organic nitrogen hydrolysis rate, organic nitrogen settling rate, and ammonia oxidation rate were reduced to match the rates included in the downstream model (all rates changed to 0.05 /day). Again, the modified rates are in line with rates included in models where high levels of treatment are achieved. Appendix A includes the model input for existing permitted conditions. Model Allocation The merged model was run to determine the impacts of the proposed expansion of the Mooresville WWTP on predicted DO in the Rocky River. DWQ provided WWTP effluent data in 2000, and these data were used for model allocation. Appendix B contains the input data set for the proposed expansion of the Mooresville WWTP to 19 mgd. Background Conditions The model was run under 7Q10 low flow and summer temperature conditions. The headwater conditions were established when the existing DWQ model was developed. Table 1 summarizes these conditions. TABLE 1 Headwater Conditions for Rocky River QUAL2E Model Parameter Dye Branch West Branch Mallard Creek Temperature (°F) 75.2 75.2 75.2 Flow (cfs) 0.5 1.5 1.4 DO (mg/L) 9.46 7.6 7.1 CBODu (mg/L) 3.12 2.0 4.28 NH3-N (mg/L) 0.04 0.22 0.056 Organic Nitrogen 0.46 0.0 0.28 NO,-N 0.24 0.0 0.26 Incremental Inflow The USGS low -flow report (Weaver and Fine, 2003) was used to estimate the headwater and tributary upstream flows. For tributaries lacking a 7Q10 flow estimate in the low -flow MVILLE-TM_V611102O05.DOC 3 ROCKY RIVER QUAL2E MODELING report, the old 7Q10 estimates that were available were applied. Current wastewater flows were then added. This process resulted in a flow estimate of approximately 30 cfs in the Rocky River upstream of Irish Buffalo Creek. Omission of the WWTPs resulted in a flow of approximately 15 cfs upstream of Irish Buffalo Creek. These flows compare favorably to the flows listed in the USGS report (Weaver and Fine, 2003) at that location. Thus, zero incremental inflow was included in the upstream reaches of the model. Inclusion of zero incremental inflow in the downstream reaches resulted in an estimated flow of 64.9 cfs when current wastewater flows were input. This value is high when compared to the 7Q10 estimate of 45 cfs reported by USGS at Norwood. Thus, a negative incremental inflow of 0.8 cfs/mile was included in the model below Stanfield to result in a flow of approximately 45 cfs at Norwood under current wastewater flow. Inclusion of a negative incremental inflow is supported by the evidence of a losing reach presented by USGS (Weaver and Fine, 2003). The pollutant levels associated with the incremental inflow were assumed to be zero for the analysis. Likely, this is a conservative assumption, as some oxygen -consuming waste will be lost to groundwater. Tributaries and Point Sources Tributaries in the model were considered point sources. Tributary stream flows were obtained from the USGS flow report (Weaver and Fine, 2003) when available. When tributary flows were not provided in the report, an attempt was made to back -calculate the low flow based on mainstem flows provided. If there were insufficient data to calculate a low flow, earlier flows provided by USGS were used. The water quality data input into the model for the tributaries were the same data used for the calibration model run for the tributaries. Flow and water quality parameters for each tributary point source for the model are included in Table 2 along with permit limit input values for the other point sources. The data in these tables represent the most recent information available from DWQ. TABLE 2 Point Source Allocation Input Data Q DO BOD5 CBODu: CBODu NH3-N ORG N NOx Location (cfs) (mg/L) (mg/L) BOD5 (mg/L) (mg/L) (mg/L) (mg/L) Mooresville WWTP1 8.1, 29.5 6 5 5 25 2 1.6 6.2 Rocky River 0.3 7.3 1.4 0.025 0.075 0.325 Mid -South 0.9 5 23 1.5 34.5 3.1 WR Odell 0.02 6 18 1.5 27.0 6.0 Clarke Creek 1.0 6 2.5 CMUD Mallard Creek 18.6, 6 5 1.81 9.07 1 1.1 WWTP2 37.2 Coddle Creek 6 7.74 12.5 0.1 0.27 0.24 Back Creek 1 7.45 9.5 0.9 0.47 0.37 Reedy Creek 3.4 8.14 28.5 5.2 2.35 LRRR WRF (Concord) 52.7 6 12 5.24 62.88 2 3.85 7.33 Coldwater Creek 7.4 7.5 2.0 0.02 0.05 0.02 Dutch Buffalo Creek 0.5 7.5 2.0 0.02 0.05 0.02 Muddy Creek WWTP 0.47 5 10.0 4.22 42.0 4.0 0.0 0.0 Proposed NUC WRF3 0, 23.3 6 10.0 2 20.0 4.0 1.0 12.0 MVILLE_TM_V611102005.DOC 4 ROCKY RIVER QUAL2E MODELING Location Q DO BOD5 CBODu: CBODu NH3-N ORG N NOx (cfs) (mg/L) (mg/L) BOD5 (mg/L) (mg/L) (mg/L) (mg/L) Goose Creek 0.50 8.7 3.6 0.04 0.4 0.9 Long Creek 2.60 9.30 4.0 0.03 0.7 1.2 Richardson Creek 0.8 8.4 5.7 0.2 0.9 8.4 Lanes Creek 0.0 8.5 4.8 0.14 0.6 0.5 1 The Town of Mooresville WWTP input at current permitted flow of 5.2 mgd (8.1 cfs) and an expanded flow of 19 mgd (29.5 cfs). 2 The CMUD Mallard Creek facility was input at its current permitted flow of 12 mgd (18.6 cfs) as well as an expanded flow of 24 mgd (37.2 cfs) 3 The Proposed Northern Union County WRF was input at 0 mgd and 15 mgd (23.3 cfs). Model DO Simulation Runs Existing Permit Conditions The first model run simulates existing permitted conditions (model input file in Appendix A). This model run included the existing major WWTPs: Mooresville (5.2 mgd), CMU's Mallard Creek WWTP, and the Water and Sewer Authority of Cabarrus County (WSACC) Lower Rocky River Regional WWTP along with several smaller WWTPs. Figure 2 shows the DO concentration along the mainstem of the Rocky River. The model predicts a DO of 0.53 mg/I at the sag point upstream of the confluence with Mallard Creek. A secondary sag to a DO of 4.1 mg/1 is noted upstream of Reedy Creek, and the predicted DO at the model endpoint is 4.9 mg/l. O O 8 7 6 5 3 2 0, 0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 60 64 68 72 River Mile FIGURE 2 Predicted DO for existing permitted conditions MVILLE TM V611102005.DOC 5 ROCKY RIVER QUAL2E MODELING Mooresville WVVTP Expanded to 19 MGD at Advanced Limits; Other Point Sources at Existing Permit Conditions Under this modeling scenario, the Town of Mooresville WWTP was expanded to 19 mgd; permit limits of 5 mg/I BOD5, 2 mg/1 NIA-N, and 6 mg/1 DO were assumed based on recommendations in the Yadkin -Pee Dee River Basinwide Plan (NCDENR, 2003). All other input parameters were identical to the existing permit conditions run. Figure 3 shows the DO concentration along the mainstream of the Rocky River. The model predicts a DO of 5.3 mg/I at the model endpoint. Other sags to DO levels of 5.6 mg/1 and 6.5 mg/1 are observed upstream of Reedy Creek and upstream of Mallard Creek, respectively. 8 7 E 4 0 0 0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 60 64 68 72 River Mile FIGURE 3 Predicted DO with Mooresville WWTP at 19 MGD at Advanced Treatment MVILLE TM V611102005.DOC 6 ROCKY RIVER QUAL2E MODELING Mooresville WWTP Expanded to 19 MGD at Reuse Limits; Other Point Sources at Existing Permit Conditions Under this modeling scenario, the Town of Mooresville WWTP was expanded to 19 mgd; permit limits of 10 mg/1 BOD5, 4 mg/1 NIA-N, and 6 mg/1 DO were assumed based on requirements for wastewater reuse. All other input parameters were identical to the existing permit conditions run. Figure 4 shows the DO concentration along the mainstream of the Rocky River. The model predicts a DO sag of 5.2 above Reedy Branch, and a DO concentration of 5.2 at the model endpoint. 8 5- E E 4 0 0 3 2 0 0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 60 64 68 72 River Mile FIGURE 4 Predicted DO with Mooresville at 19 MGD at Reuse Levels of Treatment MVILLE TM V611102005.DOC 7 ROCKY RIVER QUAL2E MODELING Mooresville WWTP Expanded to 19 MGD at 10/2/6 Limits; Other Point Sources at Existing Permit Conditions Although the model predicts that reuse limits will protect the DO standard, lower ammonia limits may be needed to protect the stream from ammonia toxicity impacts since the majority of the flow in Dye Branch during low flow conditions will be from the Mooresville WWTP. Thus, limits of 10 mg/1 BOD5, 2 mg/1 NH3-N, and 6 mg/1 DO were assumed for this model run. All other input parameters were identical to the existing permit conditions run. Figure 5 shows the DO concentration along the main stem of the Rocky River. The model predicts a DO sag of 5.3 mg/1 above Reedy Branch, and a DO concentration of 5.2 mg/1 at the model endpoint. 81 7 e4 0 0 1 21 41 61 81 101 121 141 161 181 201 221 241 261 281 301 321 341 361 River Mile FIGURE 5 Predicted DO with Mooresville at 19 MGD and 101216 Limits MVILLE TM V611102005.DOC 8 ROCKY RIVER QUAL2E MODELING Mooresville WWTP Expanded to 19 MGD; Proposed Northern Union County WRF at 15 MGD; CMU Mallard Creek Wastewater Management Facility (WWMF) Doubles to 24 MGD This modeling scenario was run to determine the potential impacts on instream DO under future conditions (5/2/6) if other new dischargers occur within the watershed. Northern Union County is planning a new water reclamation facility to meet its wastewater treatment needs in the future. This proposed plant was input at 15 mgd. CMU is also planning on expanding its Mallard Creek WWMF; specific planned flows for the CMU facility were not available, but it was assumed the plant would double in size for this scenario. The predicted DO under this scenario is illustrated in Figure 6. The model predicts a DO of 5.6 mg/1 at the model endpoint. Other sags to DO levels of 6.5 mg/I and 6.0 mg/1 are predicted upstream of Mallard Creek and upstream of Reedy Creek, respectively. 8 7 E O 0 0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 60 64 68 72 River Mile FIGURE 6 Predicted DO with Mooresville WWTP at 19 MGD, CMU Mallard Creek WWMF Expanded, and Northem Union County WRF Online MVILLE TM V611102005.DOC 9 ROCKY RIVER QUAL2E MODELING Mooresville WWTP Expanded to 19 MGD at Reuse Limits; Proposed Northern Union County at 15 MGD; CMU Mallard Creek Wastewater Management Facility (WWMF) Doubles to 24 MGD This modeling scenario was run to determine the potential impacts of Mooresville discharging at reuse limits (10/4/6) on instream DO under future conditions if other new dischargers occur within the watershed. The proposed Northern Union County plant was input at 15 mgd, and CMU was input at 24 mgd. The predicted DO under this scenario is illustrated in Figure 7. The model predicts a DO of 5.5 mg/1 at the model endpoint. Other sags of 5.7 mg/1 and 5.5 mg/1 are predicted upstream of Reedy Creek and Mallard Creek respectively. E 4 0 0 0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 60 64 68 72 River Mile FIGURE 7 Predicted DO with Mooresville at 19 MGD at Reuse Levels of Treatment, CMU Expanded, and Northern Union County Online MVILLE TM V611102005.DOC 10 ROCKY RIVER QUAL2E MODELING Mooresville WWTP Expanded to 19 MGD at 10/2/6 Limits; Proposed Northern Union County at 15 MGD; CMU Mallard Creek Wastewater Management Facility (WWMF) Doubles to 24 MGD Although the model predicts that reuse limits will protect the DO standard, lower ammonia limits may be needed to protect the stream from ammonia toxicity. Thus, this model run was completed under future flow conditions for Northern Union County and CMU, and Mooresville was input at 10 mg/1 BOD5, 2 mg/1 NH3-N, and 6 mg/1 DO at 19 mgd. The model predicts a DO of 5.5 mg/I at the model endpoint. Other sags of 5.8 mg/1 and 5.7 mg/1 are predicted upstream of Reedy Creek and Mallard Creek respectively. 8 0 0 0 4 8 12 16 20 24 28 32 36 40 44 48 52 56 River Mile 64 68 72 FIGURE 8 Predicted DO with Mooresville at 19 MGD at 101216 Limits, CMU Expanded, and Northern Union County Online Discussion of Modeling Results Figure 2 indicates that under existing permitted conditions, DO violations would be observed in the upper reaches of the Rocky River. Since Mooresville has been treating its effluent to higher quality than required by its permit, these predicted low DO concentrations have not been observed in the Rocky River. Figures 4 and 7 show that Mooresville can expand its treatment plant at reuse levels of treatment and protect the DO standard in the Rocky River. In addition, other facilities can expand their treatment plants, and the predicted DO standard will not be violated. The modeling results indicate that higher effluent flows actually increase the predicted DO in the river. This is likely due to the fact that the model predicts higher reaeration under MVILLE TM V611102005.DOC 11 ROCKY RIVER QUAL2E MODELING higher flow conditions. The model was also run at limits of 10 mg/I BOD5 and 2 mg/1 NH3- N to protect against ammonia toxicity; under these scenarios, instream DO increases very slightly above the levels predicted under reuse levels of treatment. Finally, the model was run at limits of 5 mg/I BOD5, 2 mg/1 NH3-N and 6 mg/1 DO based on the recommendations within the Yadkin -Pee Dee Basinwide Plan. The predicted DO under these model scenarios was highest, but only slightly higher than predicted DO under other modeling scenarios (less than 5 percent higher). The model does show decreasing DO near the model endpoint. The hydraulic equations and reaeration rates were modified in the lower three reaches of the river, and these changes largely explain the reductions in predicted DO. Conclusions The QUAL2E model that extends from the Mooresville WWTP to the USGS gaging station near Norwood (77.6 miles) on the Rocky River was run to determine the impacts of a proposed expansion of the Mooresville WWTP on DO in the Rocky River. The model included other tributaries in order to determine the interaction of other major and minor point source discharges on water quality in the Rocky River. Model runs were then conducted for scenarios representing existing permitted conditions, the expanded Mooresville facility, and the expanded Mooresville facility along with a new discharge from the proposed Northern Union County WRF and an expansion of CMU's Mallard Creek WWTP. The model results indicate that under existing permitted conditions, predicted DO violations would occur. However, this is not occurring due to the level of treatment the facility is providing. Under the expanded facility scenarios (with Mooresville at effluent limitations ranging from 5 mg/I BOD5 and 2 mg/1 NH3-N to 10 mg/1 BOD5 and 4 mg/1 NH3-N), the DO standard is protected. Thus, the Town of Mooresville can expand its WWTP and not impact instream DO concentrations. References CH2M HILL. 2005. QUAL2E-UNCAS Application to Rocky River from Mooresville WWTP to USGS Flow Gauge near Norwood in North Carolina. Technical Memorandum prepared for Union County Public Works Department on January 19, 2005. CH2M HILL. 2001. QUAL2E-UNCAS Application to Rocky River from Mooresville WWTP to USGS Flow Gauge near Norwood in North Carolina. Technical Memorandum prepared for Water and Sewer Authority of Cabarrus County, Charlotte -Mecklenburg Utility Department, and Union County Public Works Department on February 19, 2001. North Carolina Department of Natural Resources - Division of Water Quality. 2003. Yadkin - Pee Dee River Basinwide Water Quality Plan. North Carolina Division of Environmental Management. 1988. QUAL2E Model for Mooresville WWTP. Memorandum dated November 30,1988. MVILLE-TM-V6111Q2005.DOC 12 ROCKY RIVER QUAL2E MODELING U. S. Environmental Protection Agency, 1987. The Enhanced Stream Water Quality Models QUAL2E and QUAL2E-UNCAS: Documentation and User Model. USEPA Environmental Research Laboratory, Athens, GA 30613. EPA/600/3-87/007. Weaver, J. Curtis and Jason M. Fine. 2003. Low Flow Characteristics and Profiles for the Rocky River in the Yadkin -Pee Dee River Basin, North Carolina, through 2002. U.S. Geological Survey, Water -Resources Investigations Report 03-4147. Raleigh, North Carolina. MVILLE TM V611102005.DOC 13 6 3 0 6 Miles NM MI 111. CH2MHILL N A Legend 0 USGS Gaging Station ® NPDES Facility Hydrology Major Roads Rocky River Basin Municipality County Boundary / Figure 1 Rocky River Watershed Town of Mooresville Appendix A Model Input: Existing Permitted Loads $$$ (PROBLEM TITLES) $$$ CARD TYPE TITLE01 TITLE02 TITLE03 NO TITLE04 NO TITLE05 NO TITLB06 NO TITLE07 YES TITLE08 NO TITLE09 NO TITLE10 TITLE11 YES TITLE12 TITLE13 YES TITLE14 NO TITLE15 NO ENDTITLE * * * QUAL-2E STREAM QUALITY ROUTING MODEL * * * Version 3.22 -- May 1996 QUAL-28 PROGRAM TITLES ROCKY RIVER ALLOCATION Existing Permitted Conditions CONSERVATIVE MINERAL I CONSERVATIVE MINERAL II CONSERVATIVE MINERAL III TEMPERATURE BIOCHEMICAL OXYGEN DEMAND IN MG/L ALGAE AS CHL-A IN UG/L PHOSPHORUS CYCLE AS P IN MG/L (ORGANIC-P; DISSOLVED-P) NITROGEN CYCLE AS N IN MG/L (ORGANIC-N; AMMONIA-N; NITRITE-N; NITRATE-N) DISSOLVED OXYGEN IN MG/L FECAL COLIFORMS IN NO./100 ML ARBITRARY NON -CONSERVATIVE $$$ DATA TYPE 1 (CONTROL DATA) CARD TYPE LIST DATA INPUT NO WRITE OPTIONAL SUMMARY NO FLOW AUGMENTATION STEADY STATE DISCHARGE COEFFICIENTS NO PRINT LCD/SOLAR DATA NO PLOT DO AND BOD FIXED DNSTM CONC (YES-1). INPUT METRIC (YES.1) NUMBER OF REACHES - NUM OF HEADWATERS - TIME STEP (HOURS) - MAXIMUM ROUTE TIME (HRS)- LATITUDE OF BASIN (DEG) - STANDARD MERIDIAN (DEG) EVAP. COEF..(AB) - ELEV. OF BASIN (ELEV) - ENDATA1 $$$ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 32.00000 3.00000 0.00000 130.00000 0.00000 0.00000 0.00068 450.00000 0.00000 $$$ DATA TYPE 1A (ALGAE PRODUCTION CARD TYPE 0 UPTAKE BY NH3 OXID(MG 0/MG N)- O PROD BY ALGAE (MG 0/MG A) - N CONTENT OF ALGAE (MG N/MG A) - ALG MAX SPEC GROWTH RATE(1/DAY). N HALF SATURATION CONST (MG/L)- LIN ALG SHADE CO (1/FT-UGCHA/1r) LIGHT FUNCTION OPTION (LFNOPT) • DAILY AVERAGING OPTION(LAVOPT) - NUMBER OF DAYLIGHT HOURS (DLH) - ALGY GROWTH CALC OPTION(LGROPT)- ALG/TEMP SOLAR RAD FACT(TFACT) = ENDATAIA CARD TYPE 5D-ULT BOD CONV K OUTPUT METRIC (YES-1) - NUMBER OF JUNCTIONS - NUMBER OF POINT LOADS • LNTH COMP ELEMENT (DX). TIME INC. FOR RPT2 (HRS)- LONGITUDE OF BASIN (DEG)• DAY OF YEAR START TIME - EVAP. COEF..(BE) - DUST ATTENUATION COEF. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.23000 0.00000 2.00000 22.00000 0.20000 0.00000 0.00000 248.00000 0.00027 0.13000 0.00000 AND NITROGEN OXIDATION CONSTANTS) $$$ 3.4300 1.6000 0.0850 1.3070 0.2000 0.0027 1.0000 2.0000 11.2000 1.0000 0.4500 0.0000 $$$ DATA TYPE 1B (TEMPERATURE CORRECTION CONSTANTS CARD TYPE RATE CODE THETA VALUE THETA( 1) BOD MICA 1.047 DFLT THETA( 2) BOD SETT 1.024 DFLT THETA( 3) OXY MAN 1.024 DFLT THETA( 4) SOD RATE 1.060 DFLT THETA( 5) ORGN DEC 1.047 DFLT THETA( 6) ORGN SET 1.024 DFLT THETA( 7) NH3 DECA 1.083 DFLT THETA( 8) NH3 SRCE 1.074 DFLT THETA( 9) NO2 MICA 1.047 DFLT THETA(10) PORG DEC 1.047 DFLT THETA(11) PORG SET 1.024 DFLT THETA(12) DISP SRC 1.074 DFLT THETA(13) ALG GROW 1.047 DFLT THETA(14) ALG RESP 1.047 DFLT THETA(15) ALG SETT 1.024 DFLT THETA(16) COLT DEC 1.047 DFLT THETA(17) ANC DECA 1.000 DFLT THETA(18) ANC SETT 1.024 DFLT THETA(19) ANC SRCE 1.000 DFLT ENDATA1B $$$ DATA TYPE CARD TYPE STREAM REACH STREAM REACH STREAM REACH 2 (REACH IDENTIFICATION) $$$ REACH ORDER AND IDENT 1.0 RCH=DYE BRANCH 2.0 RCH=ROCKY RIVER 3.0 RCH-RR1 WB RR2 FROM FROM FROM CARD TYPE O UPTAKE BY NO2 OXID(MG 0/MG N)- 1.2000 O UPTAKE BY ALGAE (MG 0/MG A) - 2.0000 P CONTENT OF ALGAE (MG P/MG A) - 0.0120 ALGAE RESPIRATION RATE (1/DAY) - 0.1500 P HALF SATURATION CONST (MG/L)- 0.0300 NLIN SHADE(1/FT-(UGCHA/L)**2/3)- 0.0165 LIGHT SAT'N COEF (BTU/FT2-MIN) - 0.0300 LIGHT AVERAGING FACTOR(AFACT) - 0.9200 TOTAL DAILY SOLR RAD (BTU/FT-2)- 1400.0000 ALGAL PREF FOR NH3-N (PRBFN) - 0.5000 NITRIFICATION INHIBITION COEF - 10.0000 0.0000 FOR RATE COEFFICIENTS) $$$ R. MI/KM 73.4 TO 72.8 TO 69.6 TO R. MI/KM 72.8 69.6 68.0 STREAM REACH 4.0 RCH=WEST BRANCH FROM 69.4 STREAM REACH 5.0 RCH=RR2 TO RR4 FROM 68.0 STREAM REACH 6.0 RCH=RR4 TO RR5 FROM 65.4 STREAM REACH 7.0 RCH=RR5 CLARKE RR7 FROM 64.2 STREAM REACH 8.0 RCH=RR7 2.4 MILES FROM 62.2 STREAM REACH 9.0 RCH=TO RR9 FROM 58.2 STREAM REACH 10.0 RCH=RR9 TO RR10 FROM 57.7 STREAM REACH 11.0 RCH=MALLARD CREEK FROM 57.4 STREAM REACH 12.0 RCH=MC2 TO RR10 FROM 55.0 STREAM REACH 13.0 RCH=RR10 TO RR12 FROM 54.6 STREAM REACH 14.0 RCH=RR12 CC RR14 FROM 52.4 STREAM REACH 15.0 RCH=RR14 RC 4 MILES FROM 48.8 STREAM REACH 16.0 RCH=TO RR16 FROM 44.8 STREAM REACH 17.0 RCH=COLDWATER CK. PROM 43.8 STREAM REACH 18.0 RCH=DUTCH BUFFALO CK FROM 42.0 STREAM REACH 19.0 RCH= FROM 38.0 STREAM REACH 20.0 RCH= FROM 34.0 STREAM REACH 21.0 RCH=NCSR1114/1145 FROM 31.0 STREAM REACH 22.0 RCH=MCWWTP FROM 30.2 STREAM REACH 23.0 RCH=GOOSE CK FROM 28.0 STREAM REACH 24.0 RCH=1606/1140 FROM 25.4 STREAM REACH 25.0 RCH=PUMPKIN CR FROM 23.8 STREAM REACH 26.0 RCH=NCSR 200 FROM 20.0 STREAM REACH 27.0 RCH-U NdAMED TRIB FROM 16.0 STREAM REACH 28.0 RCH=CONTOUR 290 FROM 12.2 STREAM REACH 29.0 RCH=CONTOUR 270 FROM 10.4 STREAM REACH 30.0 RCH=CONTOUR 260 FROM 8.4 STREAM REACH 31.0 RCH=RCHRDSN CK FROM 4.4 STREAM REACH 32.0 RCH=JACKS BR FROM 2.4 ENDATA2 0.0 0.0 222222822288828222288g228�88J 68.0 65.4 64.2 62.2 58.2 57.4 54.6 55.0 54.6 52.4 48.8 44.8 43.8 42.0 38.0 34.0 31.0 30.2 28.0 25.4 23.8 20.0 16.0 12.2 10.4 8.4 4.4 2.4 0.0 0.0 $$$ DATA TYPE 3 (TARGET LEVEL DO AND FLOW AUGMENTATION SOURCES) $$$ CARD TYPE REACH AVAIL HDWS TARGET ORDER OF AVAIL SOURCES ENDATA3 0. 0. 0.0 0. 0. O. 0. 0. 0. $$$ DATA TYPE 4 (COMPUTATIONAL REACH FLAG FIELD) $$$ CARD TYPE REACH ELEMENTS/REACH COMPUTATIONAL FLAGS FLAG FIELD 1. 3. 1.6.2.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0. FLAG FIELD 2. 16. 6.2.2.2.2.2.2.2.2.2.2.2.2.2.2.6.0.0.0.0. FLAG FIELD 3. 8. 2.2.2.2.2.2.2.3.0.0.0.0.0.0.0.0.0.0.0.0. FLAG FIELD 4. 7. 1.6.2.2.2.2.2.0.0.0.0.0.0.0.0.0.0.0.0.0. FLAG FIELD 5. 13. 4.2.2.2.2.2.2.2.2.2.2.2.2.0.0.0.0.0.0.0. FLAG FIELD 6. 6. 2.2.6.2.2.2.0.0.0.0.0.0.0.0.0.0.0.0.0.0. FLAG FIELD 7. 10. 2.2.2.2.2.2.2.6.2.2.0.0.0.0.0.0.0.0.0.0. FLAG FIELD 8. 20. 2.2.2.2.2.2.2.2.2.2.2.2.2.2.2.2.2.2.2.2. FALG FIELD 9. 4. 2.2.2.2.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0. FLAG FIELD 10. 14. 2.2.2.2.2.2.2.2.2.2.2.2.2.3.0.0.0.0.0.0. FLAG FIELD 11. 12. 1.6.2.2.2.2.2.2.2.2.2.2.0.0.0.0.0.0.0.0. FLAG FIELD 12. 2. 2.2.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0. FLAG FIELD 13. 11. 4.2.2.2.2.2.2.2.2.2.2.0.0.0.0.0.0.0.0.0. FLAG FIELD 14. 18. 2.2.2.2.2.2.2.2.2.2.2.2.2.6.2.2.2.2.0.0. FLAG FIELD 15. 20. 6.2.2.2.2.2.2.2.2.2.2.6.2.2.2.2.2.2.2.2. FLAG FIELD 16. 5. 2.2.2.2.2.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0. FLAG FIELD 17. 9. 6.2.6.2.2.2.2.2.2.0.0.0.0.0.0.0.0.0.0.0. FLAG FIELD 18. 20. 2.2.2.2.2.2.2.2.2.6.2.2.2.2.2.2.2.2.2.2. FLAG FIELD 19. 20. 2.2.2.2.2.2.2.2.2.2.2.2.2.2.2.2.2.2.2.2. FLAG FIELD 20. 15. 2.2.2.2.2.2.2.2.2.2.2.2.2.2.2.0.0.0.0.0. FLAG FIELD 21. 5. 2.2.2.2.2.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0. FLAG FIELD 22. 11. 6.2.2.2.2.2.2.2.2.2.6.0.0.0.0.0.0.0.0.0. FLAG FIELD 23. 13. 6.2.2.2.2.2.2.2.2.2.2.2.2.0.0.0.0.0.0.0. FLAG FIELD 24. 8. 2.2.2.2.2.2.2.6.0.0.0.0.0.0.0.0.0.0.0.0. FLAG FIELD 25. 19. 2.2.2.2.2.6.2.2.2.2.2.2.2.2.2.2.2.2.2.0. FLAG FIELD 26. 20. 2.2.2.2.2.2.2.2.2.2.2.2.2.2.2.2.2.2.2.2. FLAG FIELD 27. 19. 2.2.2.2.2.2.2.2.2.2.2.2.2.2.2.2.2.2.2.0. FLAG FIELD 28. 9. 2.2.2.2.2.2.2.2.2.0.0.0.0.0.0.0.0.0.0.0. FLAG FIELD 29. 10. 2.2.2.2.2.2.2.2.2.2.0.0.0.0.0.0.0.0.0.0. FLAG FIELD 30. 20. 6.2.2.2.2.2.2.2.2.2.2.2.2.2.2.2.2.2.2.2. FLAG FIELD 31. 10. 2.6.2.2.2.2.6.2.2.2.0.0.0.0.0.0.0.0.0.0. FLAG FIELD 32. 12. 2.2.2.2.2.2.2.2.2.2.6.5.0.0.0.0.0.0.0.0. ENDATA4 0. 0. 0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0. $$$ DATA TYPE 5 (HYDRAULIC DATA FOR DETERMINING VELOCITY AND DEPTH) $$$ CARD TYPE REACH COEF-DSPN COEFQV EXPOQV COEFQH EXPOQH CMANN HYDRAULICS 1. 0.00 0.250 0.640 0.360 0.260 0.025 HYDRAULICS 2. 0.00 0.377 0.428 0.172 0.469 0.025 HYDRAULICS 3. 0.00 0.377 0.428 0.172 0.469 0.025 HYDRAULICS 4. 0.00 0.377 0.428 0.172 0.469 0.025 HYDRAULICS 5. 0.00 0.330 0.360 0.340 0.240 0.020 HYDRAULICS 6. 0.00 0.150 0.400 0.700 0.200 0.020 HYDRAULICS 7. 0.00 0.090 0.540 1.210 0.060 0.020 HYDRAULICS 8. 0.00 0.060 0.630 1.360 0.050 0.020 HYDRAULICS 9. 0.00 0.060 0.630 1.360 0.050 0.020 HYDRAULICS 10. 0.00 0.050 0.690 1.370 0.050 0.020 HYDRAULICS 11. 0.00 0.060 0.700 1.000 0.100 0.020 HYDRAULICS 12. 0.00 0.060 0.700 1.000 0.100 0.020 HYDRAULICS 13. 0.00 0.050 0.690 1.510 0.050 0.020 HYDRAULICS 14. 0.00 0.140 0.380 0.440 0.360 0.020 HYDRAULICS 15. 0.00 0.160 0.420 0.380 0'.320 0.020 HYDRAULICS 16. 0.00 0.160 0.420 0.380 0.320 0.020 HYDRAULICS 17. 0.00 0.120 0.470 0.460 0.250 0.020 HYDRAULICS 18. 0.00 0.120 0.470 0.460 0.250 0.020 HYDRAULICS 19. 0.00 0.120 0.470 0.460 0.250 0.020 HYDRAULICS 20. 0.00 0.120 0.470 0.460 0.250 0.020 HYDRAULICS 21. 0.00 0.080 0.450 0.120 0.560 0.030 HYDRAULICS 22. 0.00 0.080 0.450 0.120 0.560 0.030 HYDRAULICS 23. 0.00 0.080 0.450 0.120 0.560 0.030 HYDRAULICS 24. 0.00 0.020 0.660 0.350 0.310 0.030 HYDRAULICS 25. 0.00 0.020 0.660 0.350 0.310 0.030 HYDRAULICS 26. 0.00 0.020 0.660 0.350 0.310 0.030 HYDRAULICS 27. 0.00 0.020 0.660 0.350 0.310 0.030 HYDRAULICS 28. 0.00 0.020 0.660 0.350 0.310 0.030 HYDRAULICS 29. 0.00 0.020 0.660 0.350 0.310 0.030 HYDRAULICS 30. 0.00 0.030 0.550 0.190 0.440 0.030 HYDRAULICS 31. 0.00 0.030 0.550 0.190 0.440 0.030 HYDRAULICS 32. 0.00 0.030 0.550 0.190 0.440 0.030 ENDATAS 0. 0.00 0.000 0.000 0.000 0.000 0.000 $$$ DATA TYPE 5A (STEADY STATE TEMPERATURE AND CLIMATOLOGY DATA) $$$ CARD TYPE DUST CLOUD DRY BULB WET BULB ATM SOLAR RAD REACH ELEVATION COEF COVER TEMP TEMP PRESSURE WIND ATTENUATION ENDATASA 0. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 $$$ DATA TYPE 6 (REACTION COEFFICIENTS FOR DEOXYGENATION AND REAERATION) $$$ CARD TYPE REACH K1 K3 SOD K2OPT K2 COEQK2 OR EXPQK2 RATE TSIV CORP OR SLOPE FOR OPT 8 FOR OPT 8 REACT COEF 1. 0.10 0.07 0.190 1. 6.50 0.000 0.00000 REACT CORP 2. 0.10 0.07 0.150 S. 0.00 0.000 0.00000 REACT CORP 3. 0.10 0.07 0.150 5. 0.00 0.000 0.00000 REACT CORP 4. 0.10 0.07 0.064 7. 0.00 3.800 0.42800 REACT CORP' 5. 0.10 0.07 0.064 1. 4.00 0.000 0.00000 REACT COEF 6. 0.10 0.07 0.064 6. 0.00 0.000 0.00000 REACT COEF 7. 0.10 0.07 0.064 6. 0.00 0.000 0.00000 REACT CORP 8. 0.10 0.07 0.064 6. 0.00 0.000 0.00000 RRACT CORP 9. 0.10 0.07 0.064 6. 0.00 0.000 0.00000 REACT CORP 10. 0.10 0.07 0.064 6. 0.00 0.000 0.00000 REACT CORP 11. 0.10 0.07 0.070 6. 0.00 0.000 0.00000 REACT COEF 12. 0.10 0.07 0.070 6. 0.00 0.000 0.00000 REACT CORP 13. 0.10 0.07 0.100 6. 0.00 0.000 0.00000 REACT CORP 14. 0.10 0.07 0.100 6. 0.00 0.000 0.00000 REACT CORP 15. 0.10 0.07 0.100 6. 0.00 0.000 0.00000 REACT CORP 16. 0.10 0.07 0.100 6. 0.00 0.000 0.00000 REACT CORP 17. 0.10 0.25 0.100 1. 7.00 0.000 0.00000 REACT CORP 18. 0.10 0.25 0.100 1. 7.00 0.000 0.00000 REACT CORP 19. 0.10 0.25 0.100 1. 7.00 0.000 0.00000 REACT CORP 20. 0.10 0.25 0.100 1. 7.00 0.000 0.00000 REACT CORP 21. 0.10 0.00 0.151 4. 0.00 0.000 0.00000 REACT CORP 22. 0.10 0.00 0.151 4. 0.00 0.000 0.00000 REACT CORP 23. 0.10 0.00 0.151 4. 0.00 0.000 0.00000 REACT CORP 24. 0.10 0.00 0.132 4. 0.00 0.000 0.00000 REACT CORP 25. 0.10 0.00 0.132 4. 0.00 0.000 0.00000 RRACT CORP 26. 0.10 0.00 0.132 4. 0.00 0.000 0.00000 RRACT COEF 27. 0.10 0.00 0.132 4. 0.00 0.000 0.00000 REACT CORP 28. 0.10 0.00 0.132 4. 0.00 0.000 0.00000 REACT CORP 29. 0.10 0.00 0.132 4. 0.00 0.000 0.00000 REACT CORP 30. 0.10 0.00 0.132 6. 0.00 0.000 0.00000 REACT CORP 31. 0.10 0.00 0.132 6. 0.00 0.000 0.00000 REACT CORP 32. 0.10 0.00 0.132 6. 0.00 0.000 0.00000 ENDATA6 0. 0.00 0.00 0.000 0. 0.00 0.000 0.00000 $$$ DATA TYPE 6A (NITROGEN AND PHOSPHORUS CONSTANTS) $$$ CARD TYPE REACH CKNR2 SRTNH2 CKNH3 SNH3 CXNO2 CKPORG SRTPORG SPO4 N AND P CORP 1. 0.07 0.05 0.05 0.00 1.00 0.00 0.00 0.00 N AND P CORP 2. 0.07 0.05 0.05 0.00 1.00 0.00 0.00 0.00 N AND P CORP 3. 0.07 0.05 0.05 0.00 1.00 0.00 0.00 0.00 N AND P CORP 4. 0.07 0.05 0.05 0.00 1.00 0.00 0.00 0.00 N AND P COEF 5. 0.05 0.05 0.05 0.00 0.90 0.00 0.00 0.00 N AND P CORP 6. 0.05 0.05 0.05 0.00 0.90 0.00 0.00 0.00 N AND P COEF 7. 0.05 0.05 0.05 0.00 0.90 0.00 0.00 0.00 N AND P CORP 8. 0.05 0.05 0.05 0.00 0.90 0.00 0.00 0.00 N AND P COEF 9. 0.05 0.05 0.05 0.00 0.90 0.00 0.00 0.00 N AND P CORP 10. 0.05 0.05 0.05 0.00 0.90 0.00 0.00 0.00 N AND P CORP 11. 0.05 0.05 0.05 0.00 0.90 0.00 0.00 0.00 N AND P CORP 12. 0.05 0.05 0.05 0.00 0.90 0.00 0.00 0.00 N AND P COEF 13. 0.05 0.05 0.05 0.00 0.90 0.00 0.00 0.00 N AND P CORP 14. 0.05 0.05 0.05 0.00 0.90 0.00 0.00 0.00 N AND P COEF 15. 0.05 0.05 0.05 0.00 0.90 0.00 0.00 0.00 N AND P CORF 16. 0.05 0.05 0.05 0.00 0.90 0.00 0.00 0.00 N AND P CORP 17. 0.05 0.05 0.05 0.00 1.10 0.00 0.00 0.00 N AND P CORP 18. 0.05 0.05 0.05 0.00 1.10 0.00 0.00 0.00 NAND P CORP 19. 0.05 0.05 0.05 0.00 1.10 0.00 0.00 0.00 N AND P CORP 20. 0.05 0.05 0.05 0.00 1.10 0.00 0.00 0.00 NAND P COEF 21. 0.05 0.05 0.05 0.00 1.00 0.00 0.00 0.00 N AND P CORP 22. 0.05 0.05 0.0S 0.00 1.00 0.00 0.00 0.00 NAND P CORP 23. 0.05 0.05 0.05 0.00 1.00 0.00 0.00 0.00 N AND P CORP 24. 0.05 0.05 0.05 0.00 1.00 0.00 0.00 0.00 NAND P CORP' 25. 0.05 0.05 0.05 0.00 1.00 0.00 0.00 0.00 N AND P COEF 26. 0.05 0.05 0.05 0.00 1.00 0.00 0.00 0.00 N AND P CORP 27. 0.05 0.05 0.05 0.00 1.00 0.00 0.00 0.00 NAND P CORF 28. 0.05 0.05 0.05 0.00 1.00 0.00 0.00 0.00 N AND P CORP 29. 0.05 0.05 0.05 0.00 1.00 0.00 0.00 0.00 N AND P CORF 30. 0.05 0.05 0.05 0.00 1.00 0.00 0.00 0.00 N AND P COEF 31. 0.05 0.05 0.05 0.00 1.00 0.00 0.00 0.00 N AND P COEF 32. 0.05 0.05 0.05 0.00 1.00 0.00 0.00 0.00 ENDATA6A 0. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 $$$ DATA TYPE 6B (ALGAE/OTHER COEFFICIENTS) $$$ CARD TYPE REACH ALPHAO ALGSBT EXCORF CK5 CKANC SETANC SRCANC CKCOLI ALG/OTHER CORP 1. 50.00 0.00 0.01 0.00 0.00 0.00 0.00 ALG/OTHER COEF 2. 50.00 0.00 0.01 0.00 0.00 0.00 0.00 ALG/OTHER CORP 3. 50.00 0.00 0.01 0.00 0.00 0.00 0.00 ALG/OTHER COEF 4. 50.00 0.00 0.01 0.00 0.00 0.00 0.00 ALG/OTHER CORP 5. 50.00 0.00 0.01 0.00 0.00 0.00 0.00 ALG/OTHER COEF 6. 50.00 0.00 0.01 0.00 0.00 0.00 0.00 ALG/OTHER CORP 7. 50.00 0.00 0.01 0.00 0.00 0.00 0.00 ALG/OTHER COEF 8. 50.00 0.00 0.01 0.00 0.00 0.00 0.00 ALG/OTHER COEF 9. 50.00 0.00 0.01 0.00 0.00 0.00 0.00 ALG/OTHER CORP 10. 50.00 0.00 0.01 0.00 0.00 0.00 0.00 ALA/OTHER CORF 11. 50.00 0.00 0.01 0.00 0.00 0.00 0.00 ALG/OTHER CORP 12. 50.00 0.00 0.01 0.00 0.00 0.00 0.00 ALG/OTHER CORF 13. 50.00 0.00 0.01 0.00 0.00 0.00 0.00 ALG/OTHER CORP 14. 50.00 0.00 0.01 0.00 0.00 0.00 0.00 ALG/OTHER COEF 15. 50.00 0.00 0.01 0.00 0.00 0.00 0.00 ALG/OTHER CORP 16. 50.00 0.00 0.01 0.00 0.00 0.00 0.00 ALG/OTHER CORP 17. 50.00 0.00 0.01 0.00 0.00 0.00 0.00 ALG/OTHER CORP 18. 50.00 0.00 0.01 0.00 0.00 0.00 0.00 ALG/OTHER CORP 19. 50.00 0.00 0.01 0.00 0.00 0.00 0.00 ALG/OTHER CORP 20. 50.00 0.00 0.01 0.00 0.00 0.00 0.00 AL,G/OTHER COEF 21. 50.00 0.00 0.01 0.00 0.00 0.00 0.00 ALG/OTHER CORP 22. 50.00 0.00 0.01 0.00 0.00 0.00 0.00 ALG/OTHER CORF 23. 50.00 0.00 0.01 0.00 0.00 0.00 0.00 ALG/OTHER CORP 24. 50.00 0.00 0.01 0.00 0.00 0.00 0.00 ALG/OTHER CORP 25. 50.00 0.00 0.01 0.00 0.00 0.00 0.00 ALG/OTHER CORP 26. 50.00 0.00 0.01 0.00 0.00 0.00 0.00 ALG/OTHER COEF 27. 50.00 0.00 0.01 0.00 0.00 0.00 0.00 ALG/OTHRR CORP 28. 50.00 0.00 0.01 0.00 0.00 0.00 0.00 ALG/OTHER COEF 29. 50.00 0.00 0.01 0.00 0.00 0.00 0.00 ALG/OTHER CORP 30. 50.00 0.00 0.01 0.00 0.00 0.00 0.00 ALG/OTHER CORF 31. 50.00 0.00 0.01 0.00 0.00 0.00 0.00 ALG/OTHER COEF 32. 50.00 0.00 0.01 0.00 0.00 0.00 0.00 ENDATA6B 0. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 $$$ DATA TYPE 7 (INITIAL CONDITIONS) $$$ CARD TYPE REACH TEMP D.O. BOD CM-1 CM-2 CM-3 ANC COLI INITIAL COND-1 1. 75.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 INITIAL COND-1 2. 75.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 INITIAL COND-1 3. 75.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 INITIAL COND-1 4. 75.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 INITIAL COND-1 5. 75.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 INITIAL COND-1 6. 75.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 INITIAL COND-1 7. 75.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 INITIAL COND-1 8. 75.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 INITIAL COND-1 9. 75.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 INITIAL COND-1 10. 75.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 INITIAL COND-1 11. 75.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 INITIAL COND-1 12. 75.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 INITIAL COND-1 13. 75.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 INITIAL COND-1 14. 75.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 INITIAL COND-1 15. 75.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 INITIAL COND-1 16. 75.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 INITIAL COND-1 17. 75.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 INITIAL COND-1 18. 75.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 INITIAL COND-1 19. 75.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 INITIAL COND-1 20. 75.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 INITIAL COND-1 21. 75.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 INITIAL COND-1 22. 75.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 INITIAL COND-1 23. 75.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 INITIAL COND-1 24. 75.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 INITIAL COND-1 25. 75.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 INITIAL COND-1 26. 75.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 INITIAL COND-1 27. 75.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 INITIAL COND-1 28. 75.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 INITIAL COND-1 29. 75.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 INITIAL COND-1 30. 75.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 INITIAL COND-1 31. 75.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 INITIAL COND-1 32. 75.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 ENDATA7 0. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 $$$ DATA TYPE 7A (INITIAL CONDITIONS FOR CHOROPHYLL A, NITROGEN, AND PHOSPHORUS) $$$ CARD TYPE REACH CHL-A ORG-N NH3-N NO2-N NO3-N ORG-P DIS-P INITIAL COND-2 1. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 INITIAL COND-2 2. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 INITIAL COND-2 3. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 INITIAL COND-2 4. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 INITIAL COND-2 5. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 INITIAL COND-2 6. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 INITIAL COND-2 7. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 INITIAL COND-2 8. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 INITIAL COND-2 9. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 INITIAL COND-2 10. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 INITIAL COND-2 11. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 INITIAL COND-2 12. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 INITIAL COND-2 13. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 INITIAL COND-2 14. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 INITIAL COND-2 15. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 INITIAL COND-2 16. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 INITIAL COND-2 17. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 INITIAL COND-2 18. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 INITIAL COND-2 19. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 INITIAL COND-2 20. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 INITIAL COND-2 21. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 INITIAL COND-2 22. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 INITIAL COND-2 23. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 INITIAL COND-2 24. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 INITIAL COND-2 25. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 INITIAL COND-2 26. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 INITIAL COND-2 27. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 INITIAL COND-2 28. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 INITIAL COND-2 29. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 INITIAL COND-2 30. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 INITIAL COND-2 31. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 INITIAL COND-2 32. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 ENDATA7A 0. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 $$$ DATA TYPE 8 (INCREMENTAL INFLOW CONDITIONS) $$$ CARD TYPE REACH FLOW TEMP D.O. BOD CM-1 CM-2 CM-3 ANC COLI INCR INFLOW-1 1. 0.000 75.20 7.58 2.50 0.00 0.00 0.00 0.00 0.00 INCR INFLOW-1 2. 0.000 75.20 7.58 2.50 0.00 0.00 0.00 0.00 0.00 INCR INFLOW-1 3. 0.000 75.20 7.58 2.50 0.00 0.00 0.00 0.00 0.00 INCR INFLOW-1 4. 0.000 75.20 7.58 2.50 0.00 0.00 0.00 0.00 0.00 INCR INFLOW-1 5. 0.000 75.20 7.58 2.50 0.00 0.00 0.00 0.00 0.00 INCR INFLOW-1 6. 0.000 75.20 7.58 2.50 0.00 0.00 0.00 0.00 0.00 INCR INFLOW-1 7. 0.000 75.20 7.58 2.50 0.00 0.00 0.00 0.00 0.00 INCR INFLOW-1 8. 0.000 75.20 7.58 2.50 0.00 0.00 0.00 0.00 0.00 INCR INFLOW-1 9. 0.000 75.20 7.58 2.50 0.00 0.00 0.00 0.00 0.00 INCR INFLOW-1 10. 0.000 75.20 7.58 2.50 0.00 0.00 0.00 0.00 0.00 INCR INFLOW-1 11. 0.000 75.20 7.58 2.50 0.00 0.00 0.00 0.00 0.00 INCR INFLOW-1 12. 0.000 75.20 7.58 2.50 0.00 0.00 0.00 0.00 0.00 INCR INFLOW-1 13. 0.000 75.20 7.58 2.50 0.00 0.00 0.00 0.00 0.00 INCR INFLOW-1 14. 0.000 75.20 7.58 2.50 0.00 0.00 0.00 0.00 0.00 INCR INFLOW-1 15. 0.000 75.20 7.58 2.50 0.00 0.00 0.00 0.00 0.00 INCR INFLOW-1 16. 0.000 75.20 7.58 2.50 0.00 0.00 0.00 0.00 0.00 INCR INFLOW-1 17. 0.000 75.20 7.58 2.50 0.00 0.00 0.00 0.00 0.00 INCR INFL0W-1 18. 0.000 75.20 7.58 2.50 0.00 0.00 0.00 0.00 0.00 INCR INFLOW-1 19. 0.000 75.20 7.58 2.50 0.00 0.00 0.00 0.00 0.00 INCR INFLOW-1 20. 0.000 75.20 7.58 2.50 0.00 0.00 0.00 0.00 0.00 INCR INFLOW-1 21. 0.000 75.20 7.00 5.20 0.00 0.00 0.00 0.00 0.00 INCR INFLOW-1 22. 0.000 75.20 7.00 5.20 0.00 0.00 0.00 0.00 0.00 INCR INFLOW-1 23. 0.000 75.20 7.00 5.20 0.00 0.00 0.00 0.00 0.00 INCR INFLOW-1 24. 0.000 75.20 7.00 5.20 0.00 0.00 0.00 0.00 0.00 INCR INFLOW-1 25. -3.000 75.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 INCR INFLOW-1 26. -3.200 75.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 INCR INFLOW-1 27. -3.000 75.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 INCR INFLOW-1 28. -1.400 75.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 INCR INFLOW-1 29. -1.600 75.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 INCR INFLOW-1 30. -3.200 75.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 INCR INFLOW-1 31. -1.600 75.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 INCR INFLOW-1 32. -1.900 75.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 ENDATA8 0. 0.000 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 $$$ DATA TYPE 8A (INCREMENTAL INFLOW CONDITIONS FOR CHLOROPHYLL A, NITROGEN, AND PHOSPHORUS) $$$ CARD TYPE REACH CHL-A ORG-N NH3-N NO2-N NO3-N ORG-P DIS-P INCR INFLOW-2 1. 0.00 0.40 0.10 0.00 0.28 0.00 0.00 INCR INFLOW-2 2. 0.00 0.40 0.10 0.00 0.28 0.00 0.00 INCR INFLOW-2 3. 0.00 0.40 0.10 0.00 0.28 0.00 0.00 INCR INFLOW-2 4. 0.00 0.40 0.10 0.00 0.28 0.00 0.00 INCR INFLOW-2 5. 0.00 0.40 0.10 0.00 0.28 0.00 0.00 INCR INFLOW-2 6. 0.00 0.40 0.10 0.00 0.28 0.00 0.00 INCR INFLOW-2 7. 0.00 0.40 0.10 0.00 0.28 0.00 0.00 INCR INFLOW-2 8. 0.00 0.40 0.10 0.00 0.28 0.00 0.00 INCR INFLOW-2 9. 0.00 0.40 0.10 0.00 0.28 0.00 0.00 INCR INFLOW-2 10. 0.00 0.40 0.10 0.00 0.28 0.00 0.00 INCR INFLOW-2 11. 0.00 0.40 0.10 0.00 0.28 0.00 0.00 INCR INFLOW-2 12. 0.00 0.40 0.10 0.00 0.28 0.00 0.00 INCR INFLOW-2 13. 0.00 0.40 0.10 0.00 0.28 0.00 0.00 INCR INFLOW-2 14. 0.00 0.40 0.10 0.00 0.28 0.00 0.00 INCR INFLOW-2 15. 0.00 0.40 0.10 0.00 0.28 0.00 0.00 INCR INFLOW-2 16. 0.00 0.40 0.10 0.00 0.28 0.00 0.00 INCR INFLOW-2 17. 0.00 0.40 0.10 0.00 0.28 0.00 0.00 INCR INFLOW-2 18. 0.00 0.40 0.10 0.00 0.28 0.00 0.00 INCR INFLOW-2 19. 0.00 0.40 0.10 0.00 0.28 0.00 0.00 INCR INFLOW-2 20. 0.00 0.40 0.10 0.00 0.28 0.00 0.00 INCR INFLOW-2 21. 0.00 0.80 0.02 0.00 3.25 0.00 0.00 INCR INFLOW-2 22. 0.00 0.80 0.02 0.00 3.25 0.00 0.00 INCR INFLOW-2 23. 0.00 0.80 0.02 0.00 3.25 0.00 0.00 INCR INFLOW-2 24. 0.00 0.80 0.02 0.00 3.25 0.00 0.00 INCR INFLOW-2 25. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 INCR INFLOW-2 26. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 INCR INFLOW-2 27. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 INCR INFLOW-2 28. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 INCR INFLOW-2 29. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 INCR INFLOW-2 30. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 INCR INFLOW-2 31. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 INCR INFLOW-2 32. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 ENDATABA 0. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 $$$ DATA TYPE 9 (STREAM JUNCTIONS) $$$ CARD TYPE JUNCTION ORDER AND IDENT UPSTRM JUNCTION TRIB STREAM JUNCTION 1. WEST BRANCH 27. 35. 34. JUNCTION-1 2. MALLARD CREEK 101. 116. 115. ENDATA9 0. 0. 0. 0. $$$ DATA TYPE 10 (HEADWATER SOURCES) $$$ CARD TYPE HDWTR NAME FLAW TEMP D.O. BOD CM-1 CM-2 CM-3 ORDER HEADWTR-1 1. DYE BRANCH 0.50 75.20 9.46 3.12 0.00 0.00 0.00 HEADWTR-1 2. WEST BRANCH 1.50 75.20 7.60 2.00 0.00 0.00 0.00 HEADWTR-1 3. MALLARD CREEK 1.40 75.20 7.10 4.28 0.00 0.00 0.00 ENDATA10 0. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 $$$ DATA TYPE 10A (HEADWATER CONDITIONS FOR CHLOROPHYLL, NITROGEN, PHOSPHORUS, COLIFORM AND SELECTED NON -CONSERVATIVE CONSTITUENT) $$$ CARD TYPE HDWTR ANC COLI CHL-A ORG-N NH3-N NO2-N NO3-N ORG-P DIS-P ORDER HEADWTR-2 1. 0.00 0.00E+00 0.00 0.46 0.04 0.00 0.24 0.00 0.00 HEADWTR-2 2. 0.00 0.00E+00 0.00 0.00 0.22 0.00 0.00 0.00 0.00 HEADWTR-2 3. 0.00 0.00E+00 0.00 0.28 0.06 0.01 0.26 0.00 0.00 ENDATA10A O. 0.00 0.00E+00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 $$$ DATA TYPE 11 (POINT SOURCE / POINT SOURCE CHARACTERISTICS) $$$ POINT CARD TYPE LOAD NAME EPP FLOW TEMP D.O. BOD CM-1 CM-2 CM-3 ORDER POINTLD-1 1. MOORSVL WWTP 0.00 8.06 75.20 6.00 120.00 0.00 0.00 0.00 POINTLD-1 2. ROCKY RIVER 0.00 0.30 75.20 7.30 1.38 0.00 0.00 0.00 POINTLD-1 3. RIVER RUN 0.00 0.00 75.20 6.00 32.50 0.00 0.00 0.00 POINTLD-1 4. MID SOUTH 0.00 0.90 75.20 5.00 34.50 0.00 0.00 0.00 POINTLD-1 5. W.R. ODELL 0.00 0.02 75.20 6.00 27.00 0.00 0.00 0.00 POINTLD-1 6. CLARKE CREEK 0.00 1.00 75.20 6.00 2.50 0.00 0.00 0.00 POINTLD-1 7. MALLARD WWTP 0.00 18.60 75.20 6.00 9.07 0.00 0.00 0.00 POINTLD-1 8. CODDLE CREEK 0.00 6.00 75.20 7.74 12.46 0.00 0.00 0.00 POINTLD-1 9. BACK CREEK 0.00 0.99 75.20 7.45 9.49 0.00 0.00 0.00 POINTLD-1 10. REEDY CREEK 0.00 3.38 75.20 8.14 28.49 0.00 0.00 0.00 POINTLD-1 11. CONCORD WWTP 0.00 52.70 75.20 6.00 62.88 0.00 0.00 0.00 POINTLD-1 12. COLDWTR CK 0.00 7.40 75.20 7.50 2.00 0.00 0.00 0.00 POINTLD-1 13. DUTCHBF CK 0.00 0.50 75.20 7.50 2.00 0.00 0.00 0.00 POINTLD-1 14. MUDDY CR 0.00 0.47 75.20 5.00 42.00 0.00 0.00 0.00 POINTLD-1 15. 3CWRF 0.00 0.00 75.20 6.00 20.00 0.00 0.00 0.00 POINTLD-1 16. GOOSE CR 0.00 0.50 63.90 8.70 3.60 0.00 0.00 0.00 POINTLD-1 17. CROOKED CR 0.00 0.00 67.90 7.70 6.30 0.00 0.00 0.00 POINTLD-1 18. LRR WRF 0.00 23.30 75.20 6.00 20.00 0.00 0.00 0.00 POINTLD-1 19. LONG CR 0.00 2.60 69.40 9.30 4.00 0.00 0.00 0.00 POINTLD-1 20. RCHRDSN CR 0.00 0.80 71.90 8.40 5.70 0.00 0.00 0.00 POINTLD-1 21. CRIBS CR 0.00 0.00 69.80 7.90 5.30 0.00 0.00 0.00 POINTLD-1 22. LANES CR 0.00 0.00 74.60 8.50 4.80 0.00 0.00 0.00 ENDATAil 0. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 $$$ DATA TYPE 1LA (POINT SOURCE CHARACTERISTICS - CHLOROPHYLL A, NITROGEN, PHOSPHORUS, COLIFORMS AND SELECTED NON -CONSERVATIVE CONSTITUENT) $$$ POINT CARD TYPE LOAD ANC COLI CHL-A ORG-N NH3-N NO2-N NO3-N ORG-P DIS-P ORDER POINTLD-2 1. 0.00 0.00E+00 0.00 1.60 13.00 0.00 6.00 2.00 0.00 POINTLD-2 2. 0.00 0.00E+00 0.00 0.08 0.02 5.00 0.32 5.00 0.00 POINTLD-2 3. 0.00 0.00E+00 0.00 0.00 1.30 0.00 0.00 0.00 0.00 POINTLD-2 4. 0.00 0.00E+00 0.00 0.00 3.10 0.00 0.00 0.00 0.00 POINTLD-2 5. 0.00 0.00E+00 0.00 0.00 6.00 0.00 0.00 0.00 0.00 POINTLD-2 6. 0.00 0.00E+00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 POINTLD-2 7. 0.00 0.00E+00 0.00 1.10 1.00 0.00 0.00 0.00 0.00 POINTLD-2 8. 0.00 0.00E+00 0.00 0.27 0.00 80.00 10.20 4.00 0.00 POINTLD-2 9. 0.00 0.00E+00 0.00 0.47 0.80 50.00 10.30 7.00 0.00 POINTLD-2 10. 0.00 0.00E+00 0.00 0.00 5.20 0.00 2.30 5.00 0.00 POINTLD-2 11. 0.00 0.00E+00 0.00 3.85 2.00 0.00 7.30 3.00 0.00 POINTLD-2 12. 0.00 0.00E+00 0.00 0.05 0.00 20.00 0.00 2.00 0.00 POINTLD-3 13. 0.00 0.00E+00 0.00 0.05 0.00 20.00 0.00 2.00 0.00 P0INTLD-2 14. 0.00 0.00E+00 0.00 0.00 4.00 0.00 0.00 0.00 0.00 POINTLD-2 15. 0.00 0.00E+00 0.00 1.00 2.00 0.00 12.00 0.00 0.00 POINTLD-2 16. 0.00 0.00E+00 0.00 0.40 0.00 4.00 0.00 9.00 0.00 POINTLD-2 17. 0.00 0.00E+00 0.00 0.60 0.00 6.00 0.00 9.00 0.00 POINTLD-2 18. 0.00 0.00E+00 0.00 1.00 4.00 0.00 12.00 0.00 0.00 POINTLD-2 19. 0.00 0.00E+00 0.00 0.70 0.00 3.00 1.00 2.00 0.00 POINTLD-2 20. 0.00 0.00E+00 0.00 0.90 0.20 0.00 8.00 4.00 0.00 POINTLD-2 21. 0.00 0.00E+00 0.00 0.50 0.30 4.00 0.00 3.00 0.00 POINTLD-2 22. 0.00 0.00E+00 0.00 0.60 0.10 4.00 0.00 5.00 0.00 ENDATA11A 0. 0.00 0.008+00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 $$$ DATA TYPE 12 (DAM CHARACTERISTICS) $$$ DAM RCH ELE ADAM BDAM FDAM EDAM ENDATA12 0. 0. 0. 0.00 0.00 0.00 0.00 $$$ DATA TYPE 13 (DOWNSTREAM BOUNDARY CONDITIONS-1) $$$ CARD TYPE TEMP D.O. BOD CM-1 CM-2 CM-3 ANC COLT ENDATA13 DOWNSTREAM BOUNDARY CONCENTRATIONS ARE UNCONSTRAINED $$$ DATA TYPE 13A (DOWNSTREAM BOUNDARY CONDITIONS-2) $$$ CARD TYPE CHL-A ORG-N NH3-N NO2-N NH3-N ORG-P DIS-P ENDATA13A DOWNSTREAM BOUNDARY CONCENTRATIONS ARE UNCONSTRAINED Appendix B Model Input: Mooresville Expanded to 15 MGD $$$ (PROBLEM TITLES) $$$ CARD TYPE TITLEO1 TITLB02 TITLE03 NO TITLE04 NO TITLB05 NO TITLEO6 NO TITLE07 YES TITLE08 NO TITLE09 NO TITLEIO TITLE11 YES TITLB12 TITLE13 YES TITLEI4 NO TITLE15 NO RNDTITLE * * * QUAL-2B STREAM QUALITY ROUTING MODEL * * * Version 3.22 -- May 1996 QUAL-2E PROGRAM TITLES ROCKY RIVER ALLOCATION Mville - 15 MGD; 5/2/6 Limits CONSERVATIVE MINERAL I CONSERVATIVE MINERAL II CONSERVATIVE MINERAL III TEMPERATURE BIOCHEMICAL OXYGEN DEMAND IN MG/L ALGAE AS CHL-A IN UG/L PHOSPHORUS CYCLE AS P IN MG/L (ORGANIC-P; DISSOLVED-P) NITROGEN CYCLE AS N IN MG/L (ORGANIC-N; AMMONIA-N; NITRITE-N; NITRATE-N) DISSOLVED OXYGEN IN MG/L FECAL COLIFORMS IN NO./100 ML ARBITRARY NON -CONSERVATIVE $$$ DATA TYPE 1 (CONTROL DATA) $$$ CARD TYPE LIST DATA INPUT NO WRITE OPTIONAL SUMMARY NO FLOW AUGMENTATION STEAD' STATE DISCHARGE COEFFICIENTS NO PRINT LCD/SOLAR DATA NO PLOT DO AND BOD FIXED DNSTM CONC (YES-1)- INPUT METRIC (YES-1) - NUMBER OF REACHES - NUM OF HEADWATERS TIME STEP (HOURS) MAXIMUM ROUTE TIME (HRS)- LATITUDE OF BASIN (DEG) - STANDARD MERIDIAN (DEG) - BVAP. COEF..(AE) - ELEV. OF BASIN (ELEV) ENDATA1 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 32.00000 3.00000 0.00000 130.00000 0.00000 0.00000 0.00068 450.00000 0.00000 $$$ DATA TYPE lA (ALGAE PRODUCTION CARD TYPE O UPTAKE BY NH3 OXID(MG 0/MG N)- O PROD BY ALGAE (MG 0/MG A) = N CONTENT OF ALGAE (MG N/MG A) ALG MAX SPEC GROWTH RATE(1/DAY)- N HALF SATURATION CONST (MG/L)- LIN ALG SHADE CO (1/FT-UGCHA/L-) LIGHT FUNCTION OPTION (LFNOPT) DAILY AVERAGING OPTION(LAVOPT) - NUMBER OF DAYLIGHT HOURS (DLH) - ALGY GROWTH CALC OPTION(LGROPT)- ALG/TEMP SOLAR RAD FACT(TFACT) ENDATAIA CARD TYPE 5D-ULT OUTPUT NUMBER NUMBER BOD CONV K METRIC (YESn1) OF JUNCTIONS OF POINT LOADS LNTH COMP ELEMENT (DX). TIME INC. FOR RPT2 (HRS)- LONGITUDE OF BASIN (DEG) - DAY OF YEAR START TIME - EVAP. COEF..(BE) DUST ATTENUATION CORF. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.23000 0.00000 2.00000 22.00000 0.20000 0.00000 0.00000 248.00000 0.00027 0.13000 0.00000 AND NITROGEN OXIDATION CONSTANTS) $$$ 3.4300 1.6000 0.0850 1.3070 0.2000 0.0027 1.0000 2.0000 11.2000 1.0000 0.4500 0.0000 $$$ DATA TYPE 1B (TEMPERATURE CORRECTION CONSTANTS CARD TYPE RATE CODE THETA VALUE THETA( 1) THETA( 2) THETA( 3) THETA( 4) THETA( 5) THETA( 6) THETA( 7) THETA( 8) THETA( 9) THBTA(10) THETA(11) THETA(12) THETA(13) THETA(14) THRTA(15) THETA(16) THETA(17) THBTA(18) THETA(19) BNDATA1B BOD DECA 1.047 DFLT BOD SETT 1.024 DFLT OXY TRAN 1.024 DFLT SOD RATE 1.060 DFLT ORGN DEC 1.047 DFLT ORGN SET 1.024 DFLT NH3 DECA 1.083 DFLT NH3 SRCE 1.074 DFLT NO2 DECA 1.047 DFLT PORG DEC 1.047 DFLT PORG SET 1.024 DFLT DISP SRC 1.074 DFLT ALG GROW 1.047 DFLT ALG RESP 1.047 DFLT ALG SETT 1.024 DFLT COLI DEC 1.047 DFLT ANC MICA 1.000 DFLT ANC SETT 1.024 DFLT ANC SRCB 1.000 DFLT $$$ DATA TYPE 2 (REACH IDENTIFICATION) $$$ CARD TYPE REACH ORDER AND IDENT STREAM REACH 1.0 RCH-DYE BRANCH STREAM REACH 2.0 RCH-ROCKY RIVER STREAM REACH 3.0 RCH-RR1 WB RR2 FROM FROM FROM CARD TYPE O UPTAKE BY NO2 OXID(MG 0/MG N)- 1.2000 O UPTAKE BY ALGAE (MG 0/MG A) - 2.0000 P CONTENT OF ALGAE (MG P/MG A) - 0.0120 ALGAE RESPIRATION RATE (1/DAY) - 0.1500 P HALF SATURATION CONST (MG/L)- 0.0300 NLIN SHADE(1/FT-(UGCHA/L)**2/3)- 0.0165 LIGHT SAT'N CORP (BTU/FT2-MIN) - 0.0300 LIGHT AVERAGING FACTOR(AFACT) I. 0.9200 TOTAL DAILY SOLR RAD (BTU/FT-2)- 1400.0000 ALGAL PRBF FOR NH3-N (PREFN) a 0.5000 NITRIFICATION INHIBITION COBF - 10.0000 0.0000 FOR RATE COEFFICIENTS) $$$ R. MI/KM 73.4 TO 72.8 TO 69.6 TO R. MI/KM 72.8 69.6 68.0 STREAM REACH 4.0 RCH.WEST BRANCH FROM 69.4 TO 68.0 STREAM REACH 5.0 RCH=RR2 TO RR4 FROM 68.0 TO 65.4 STREAM REACH 6.0 RCH=RR4 TO RR5 FROM 65.4 TO 64.2 STREAM REACH 7.0 RCH=RR5 CLARKE RR7 FROM 64.2 TO 62.2 STREAM REACH 8.0 RCH=RR7 2.4 MILES FROM 62.2 TO 58.2 STREAM REACH 9.0 RCH=TO RR9 FROM 58.2 TO 57.4 STREAM REACH 10.0 RCH=RR9 TO RR10 FROM 57.7 TO 54.6 STREAM REACH 11.0 RCH=MALLARD CREEK FROM 57.4 TO 55.0 STREAM REACH 12.0 RCH=MC2 TO RR10 FROM 55.0 TO 54.6 STREAM REACH 13.0 RCH=RR10 TO RR12 FROM 54.6 TO 52.4 STREAM REACH 14.0 RCH=RR12 CC RR14 FROM 52.4 TO 48.8 STREAM REACH 15.0 RCH=RR14 RC 4 MILES FROM 48.8 TO 44.8 STREAM REACH 16.0 RCH=TO RR16 FROM 44.8 TO 43.8 STREAM REACH 17.0 RCH=COLDWATER CK. FROM 43.8 TO 42.0 STREAM REACH 18.0 RCH=DUTCH BUFFALO CK FROM 42.0 TO 38.0 STREAM REACH 19.0 RCH= FROM 38.0 TO 34.0 STREAM REACH 20.0 RCH= FROM 34.0 TO 31.0 STREAM REACH 21.0 RCH=NCSR1114/1145 FROM 31.0 TO 30.2 STREAM REACH 22.0 RCH=MCWWTP FROM 30.2 TO 28.0 STREAM REACH 23.0 RCH=GOOSE CK FROM 28.0 TO 25.4 STREAM REACH 24.0 RCH=1606/1140 FROM 25.4 TO 23.8 STREAM REACH 25.0 RCH.PUMPKIN CR FROM 23.8 TO 20.0 STREAM REACH 26.0 RCH=NCSR 200 FROM 20.0 TO 16.0 STREAM REACH 27.0 RCH=UNNAMED TRIB FROM 16.0 TO 12.2 STREAM REACH 28.0 RCH=CONTOUR 290 FROM 12.2 TO 10.4 STREAM REACH 29.0 RCH=CONTOUR 270 FROM 10.4 TO 8.4 STREAM REACH 30.0 RCH=CONTOUR 260 FROM 8.4 TO 4.4 STREAM REACH 31.0 RCH.RCHRDSN CK FROM 4.4 TO 2.4 STREAM REACH 32.0 RCH=JACL5 BR FROM 2.4 TO 0.0 ENDATA2 0.0 0.0 0.0 $$$ DATA TYPE 3 (TARGET LEVEL DO AND FLOW AUGMENTATION SOURCES) $$$ CARD TYPE REACH AVAIL HDWS TARGET ORDER OF AVAIL SOURCES ENDATA3 0. 0. 0.0 0. 0. 0. 0. 0. 0. $$$ DATA TYPE 4 (COMPUTATIONAL REACH FLAG FIELD) $$$ CARD TYPE REACH ELEMENTS/REACH COMPUTATIONAL FLAGS FLAG FIELD 1. 3. 1.6.2.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0. FLAG FIELD 2. 16. 6.2.2.2.2.2.2.2.2.2.2.2.2.2.2.6.0.0.0.0. FLAG FIELD 3. 8. 2.2.2.2.2.2.2.3.0.0.0.0.0.0.0.0.0.0.0.0. FLAG FIELD 4. 7. 1.6.2.2.2.2.2.0.0.0.0.0.0.0.0.0.0.0.0.0. FLAG FIELD 5. 13. 4.2.2.2.2.2.2.2.2.2.2.2.2.0.0.0.0.0.0.0. FLAG FIELD 6. 6. 2.2.6.2.2.2.0.0.0.0.0.0.0.0.0.0.0.0.0.0. FLAG FIELD 7. 10. 2.2.2.2.2.2.2.6.2.2.0.0.0.0.0.0.0.0.0.0. FLAG FIELD 8. 20. 2.2.2.2.2.2.2.2.2.2.2.2.2.2.2.2.2.2.2.2. FALG FIELD 9. 4. 2.2.2.2.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0. FLAG FIELD 10. 14. 2.2.2.2.2.2.2.2.2.2.2.2.2.3.0.0.0.0.0.0. FLAG FIELD 11. 12. 1.6.2.2.2.2.2.2.2.2.2.2.0.0.0.0.0.0.0.0. FLAG FIELD 12. 2. 2.2.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0. FLAG FIELD 13. 11. 4.2.2.2.2.2.2.2.2.2.2.0.0.0.0.0.0.0.0.0. FLAG FIELD 14. 18. 2.2.2.2.2.2.2.2.2.2.2.2.2.6.2.2.2.2.0.0. FLAG FIELD 15. 20. 6.2.2.2.2.2.2.2.2.2.2.6.2.2.2.2.2.2.2.2. FLAG FIELD 16. 5. 2.2.2.2.2.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0. FLAG FIELD 17. 9. 6.2.6.2.2.2.2.2.2.0.0.0.0.0.0.0.0.0.0.0. FLAG FIELD 18. 20. 2.2.2.2.2.2.2.2.2.6.2.2.2.2.2.2.2.2.2.2. FLAG FIELD 19. 20. 2.2.2.2.2.2.2.2.2.2.2.2.2.2.2.2.2.2.2.2. FLAG FIELD 20. 15. 2.2.2.2.2.2.2.2.2.2.2.2.2.2.2.0.0.0.0.0. FLAG FIELD 21. 5. 2.2.2.2.2.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0. FLAG FIELD 22. 11. 6.2.2.2.2.2.2.2.2.2.6.0.0.0.0.0.0.0.0.0. FLAG FIELD 23. 13. 6.2.2.2.2.2.2.2.2.2.2.2.2.0.0.0.0.0.0.0. FLAG FIELD 24. 8. 2.2.2.2.2.2.2.6.0.0.0.0.0.0.0.0.0.0.0.0. FLAG FIELD 25. 19. 2.2.2.2.2.6.2.2.2.2.2.2.2.2.2.2.2.2.2.0. FLAG FIELD 26. 20. 2.2.2.2.2.2.2.2.2.2.2.2.2.2.2.2.2.2.2.2. FLAG FIELD 27. 19. 2.2.2.2.2.2.2.2.2.2.2.2.2.2.2.2.2.2.2.0. FLAG FIELD 28. 9. 2.2.2.2.2.2.2.2.2.0.0.0.0.0.0.0.0.0.0.0. FLAG FIELD 29. 10. 2.2.2.2.2.2.2.2.2.2.0.0.0.0.0.0.0.0.0.0. FLAG FIELD 30. 20. 6.2.2.2.2.2.2.2.2.2.2.2.2.2.2.2.2.2.2.2. FLAG FIELD 31. 10. 2.6.2.2.2.2.6.2.2.2.0.0.0.0.0.0.0.0.0.0. FLAG FIELD 32. 12. 2.2.2.2.2.2.2.2.2.2.6.5.0.0.0.0.0.0.0.0. ENDATA4 0. 0. 0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0. $$$ DATA TYPE 5 (HYDRAULIC DATA FOR DETERMINING VELOCITY AND DEPTH) $$$ CARD TYPE REACH COEF-DSPN COEFQV EXPOQV COEFQH EXPOQH CMANN HYDRAULICS 1. 0.00 0.250 0.640 0.360 0.260 0.025 HYDRAULICS 2. 0.00 0.377 0.428 0.172 0.469 0.025 HYDRAULICS 3. 0.00 0.377 0.428 0.172 0.469 0.025 HYDRAULICS 4. 0.00 0.377 0.428 0.172 0.469 0.025 HYDRAULICS 5. 0.00 0.330 0.360 0.340 0.240 0.020 HYDRAULICS 6. 0.00 0.150 0.400 0.700 0.200 0.020 HYDRAULICS 7. 0.00 0.090 0.540 1.210 0.060 0.020 HYDRAULICS 8. 0.00 0.060 0.630 1.360 0.050 0.020 HYDRAULICS 9. 0.00 0.060 0.630 1.360 0.050 0.020 HYDRAULICS 10. 0.00 0.050 0.690 1.370 0.050 0.020 HYDRAULICS 11. 0.00 0.060 0.700 1.000 0.100 0.020 HYDRAULICS 12. 0.00 0.060 0.700 1.000 0.100 0.020 HYDRAULICS 13. 0.00 0.050 0.690 1.510 0.050 0.020 HYDRAULICS 14. 0.00 0.140 0.380 0.440 0.360 0.020 HYDRAULICS 15. 0.00 0.160 0.420 0.380 0.320 0.020 HYDRAULICS 16. 0.00 0.160 0.420 0.380 0.320 0.020 HYDRAULICS 17. 0.00 0.120 0.470 0.460 0.250 0.020 HYDRAULICS 18. 0.00 0.120 0.470 0.460 0.250 0.020 HYDRAULICS 19. 0.00 0.120 0.470 0.460 0.250 0.020 HYDRAULICS 20. 0.00 0.120 0.470 0.460 0.250 0.020 HYDRAULICS 21. 0.00 0.080 0.450 0.120 0.560 0.030 HYDRAULICS 22. 0.00 0.080 0.450 0.120 0.560 0.030 HYDRAULICS 23. 0.00 0.080 0.450 0.120 0.560 0.030 HYDRAULICS 24. 0.00 0.020 0.660 0.350 0.310 0.030 HYDRAULICS 25. 0.00 0.020 0.660 0.350 0.310 0.030 HYDRAULICS 26. 0.00 0.020 0.660 0.350 0.310 0.030 HYDRAULICS 27. 0.00 0.020 0.660 0.350 0.310 0.030 HYDRAULICS 28. 0.00 0.020 0.660 0.350 0.310 0.030 HYDRAULICS 29. 0.00 0.020 0.660 0.350 0.310 0.030 HYDRAULICS 30. 0.00 0.030 0.550 0.190 0.440 0.030 HYDRAULICS 31. 0.00 0.030 0.550 0.190 0.440 0.030 HYDRAULICS 32. 0.00 0.030 0.550 0.190 0.440 0.030 RNDATA5 0. 0.00 0.000 0.000 0.000 0.000 0.000 $$$ DATA TYPE 5A (STEADY STATE TEMPERATURE AND CLIMATOLOGY DATA) $$$ CARD TYPE DUST CLOUD DRY BULB WET BULB ATM SOLAR RAD REACH ELEVATION CORP COVER TEMP TEMP PRESSURE WIND ATTENUATION ENDATASA 0. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 • $$$ DATA TYPE 6 (REACTION COEFFICIENTS FOR DEOXYGENATION AND REABRATION) $$$ CARD TYPE REACH R1 K3 SOD K2OPT K2 COEQK2 OR EXPQK2 RATE TSIV CORP OR SLOPE FOR OPT 8 FOR OPT 8 REACT COEF 1. 0.10 0.07 0.190 1. 6.50 0.000 0.00000 REACT COEF 2. 0.10 0.07 0.150 5. 0.00 0.000 0.00000 REACT CORP 3. 0.10 0.07 0.150 5. 0.00 0.000 0.00000 REACT COEF 4. 0.10 0.07 0.064 7. 0.00 3.800 0.42800 REACT CORP 5. 0.10 0.07 0.064 1. 4.00 0.000 0.00000 REACT COEF 6. 0.10 0.07 0.064 6. 0.00 0.000 0.00000 REACT COEF 7. 0.10 0.07 0.064 6. 0.00 0.000 0.00000 REACT COEF 8. 0.10 0.07 0.064 6. 0.00 0.000 0.00000 REACT CORP 9. 0.10 0.07 0.064 6. 0.00 0.000 0.00000 REACT COEF 10. 0.10 0.07 0.064 6. 0.00 0.000 0.00000 REACT CORP 11. 0.10 0.07 0.070 6. 0.00 0.000 0.00000 REACT CORP 12. 0.10 0.07 0.070 6. 0.00 0.000 0.00000 REACT CORP 13. 0.10 0.07 0.100 6. 0.00 0.000 0.00000 REACT COEF 14. 0.10 0.07 0.100 6. 0.00 0.000 . 0.00000 REACT COEF 15. 0.10 0.07 0.100 6. 0.00 0.000 0.00000 REACT CORP 16. 0.10 0.07 0.100 6. 0.00 0.000 0.00000 REACT COEF 17. 0.10 0.25 0.100 1. 7.00 0.000 0.00000 REACT COEF 18. 0.10 0.25 0.100 1. 7.00 0.000 0.00000 REACT COEF 19. 0.10 0.25 0.100 1. 7.00 0.000 0.00000 REACT COEF 20. 0.10 0.25 0.100 1. 7.00 0.000 0.00000 REACT COEF 21. 0.10 0.00 0.151 4. 0.00 0.000 0.00000 REACT CORP 22. 0.10 0.00 0.151 4. 0.00 0.000 0.00000 REACT COEF 23. 0.10 0.00 0.151 4. 0.00 0.000 0.00000 REACT COIF 24. 0.10 0.00 0.132 4. 0.00 0.000 0.00000 REACT COEF 25. 0.10 0.00 0.132 4. 0.00 0.000 0.00000 REACT CORE. 26. 0.10 0.00 0.132 4. 0.00 0.000 0.00000 REACT COEF 27. 0.10 0.00 0.132 4. 0.00 0.000 0.00000 REACT COEF 28. 0.10 0.00 0.132 4. 0.00 0.000 0.00000 REACT COEF 29. 0.10 0.00 0.132 4. 0.00 0.000 0.00000 REACT CORP 30. 0.10 0.00 0.132 6. 0.00 0.000 0.00000 REACT COEF 31. 0.10 0.00 0.132 6. 0.00 0.000 0.00000 REACT COEF 32. 0.10 0.00 0.132 6. 0.00 0.000 0.00000 ENDATA6 0. 0.00 0.00 0.000 0. 0.00 0.000 0.00000 $$$ DATA TYPE 6A (NITROGEN AND PHOSPHORUS CONSTANTS) $$$ CARD TYPE REACH CKNH2 SETNH2 CKNH3 SNH3 CKNO2 CKPORG SETPORG SP04 N AND P COEF 1. 0.07 0.05 0.05 0.00 1.00 0.00 0.00 0.00 N AND P CORP 2. 0.07 0.05 0.05 0.00 1.00 0.00 0.00 0.00 N AND P CORP 3. 0.07 0.05 0.05 0.00 1.00 0.00 0.00 0.00 N AND P COEF 4. 0.07 0.05 0.05 0.00 1.00 0.00 0.00 0.00 N AND P CORP 5. 0.05 0.05 0.05 0.00 0.90 0.00 0.00 0.00 N AND P CORP 6. 0.05 0.05 0.05 0.00 0.90 0.00 0.00 0.00 N AND P COEF 7. 0.05 0.05 0.05 0.00 0.90 0.00 0.00 0.00 N AND P COEF 8. 0.05 0.05 0.05 0.00 0.90 0.00 0.00 0.00 N AND P COEF 9. 0.05 0.05 0.05 0.00 0.90 0.00 0.00 0.00 NAND P CORP 10. 0.05 0.05 0.05 0.00 0.90 0.00 0.00 0.00 N AND P COEF 11. 0.05 0.05 0.05 0.00 0.90 0.00 0.00 0.00 N AND P CORP 12. 0.05 0.05 0.05 0.00 0.90 0.00 0.00 0.00 N AND P CORP 13. 0.05 0.05 0.05 0.00 0.90 0.00 0.00 0.00 N AND P COEF 14. 0.05 0.05 0.05 0.00 0.90 0.00 0.00 0.00 N AND P COIF 15. 0.05 0.05 0.05 0.00 0.90 0.00 0.00 0.00 N AND P CORP 16. 0.05 0.05 0.05 0.00 0.90 0.00 0.00 0.00 N AND P COEF 17. 0.05 0.05 0.05 0.00 1.10 0.00 0.00 0.00 N AND P COEF 18. 0.05 0.05 0.05 0.00 1.10 0.00 0.00 0.00 N AND P CORP 19. 0.05 0.05 0.05 0.00 1.10 0.00 0.00 0.00 N AND P CORP 20. 0.05 0.05 0.05 0.00 1.10 0.00 0.00 0.00 NAND P COEF 21. 0.05 0.05 0.05 0.00 1.00 0.00 0.00 0.00 N AND P CORP 22. 0.05 0.05 0.05 0.00 1.00 0.00 0.00 0.00 N AND P COEF 23. 0.05 0.05 0.05 0.00 1.00 0.00 0.00 0.00 N AND P CORP 24. 0.05 0.05 0.05 0.00 1.00 0.00 0.00 0.00 N AND P CORP' 25. 0.05 0.05 0.05 0.00 1.00 0.00 0.00 0.00 NAND P COEF 26. 0.05 0.05 0.05 0.00 1.00 0.00 0.00 0.00 N AND P CORP 27. 0.05 0.05 0.0S 0.00 1.00 0.00 0.00 0.00 NAND P CORP 28. 0.05 0.05 0.0S 0.00 1.00 0.00 0.00 0.00 N AND P COEF 29. 0.05 0.05 0.05 0.00 1.00 0.00 0.00 0.00 N AND P CORP 30. 0.05 0.05 0.05 0.00 1.00 0.00 0.00 0.00 N AND P COEF 31. 0.05 0.05 0.05 0.00 1.00 0.00 0.00 0.00 N AND P CORP 32. 0.05 0.05 0.0S 0.00 1.00 0.00 0.00 0.00 RNDATA6A 0. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 $$$ DATA TYPE 6B (ALGAE/OTHER COEFFICIENTS) $$$ CARD TYPE REACH ALPHAO ALGSET EXCORF CKS CKANC SRTANC SRCANC CKCOLI ALG/OTHER COEF 1. 50.00 0.00 0.01 0.00 0.00 0.00 0.00 ALG/OTHER COEF 2. 50.00 0.00 0.01 0.00 0.00 0.00 0.00 ALG/OTHER COEF 3. 50.00 0.00 0.01 0.00 0.00 0.00 0.00 ALG/OTHER CORP 4. 50.00 0.00 0.01 0.00 0.00 0.00 0.00 ALG/OTHER CORP 5. 50.00 0.00 0.01 0.00 0.00 0.00 0.00 ALG/OTHER CORP 6. 50.00 0.00 0.01 0.00 0.00 0.00 0.00 ALG/OTHER COEF 7. 50.00 0.00 0.01 0.00 0.00 0.00 0.00 ALG/OTHER CORP 8. 50.00 0.00 0.01 0.00 0.00 0.00 0.00 ALG/OTHER CORP 9. 50.00 0.00 0.01 0.00 0.00 0.00 0.00 ALG/OTHER CORP 10. 50.00 0.00 0.01 0.00 0.00 0.00 0.00 ALG/OTHER CORP 11. 50.00 0.00 0.01 0.00 0.00 0.00 0.00 ALG/OTHER CORP 12. 50.00 0.00 0.01 0.00 0.00 0.00 0.00 ALG/OTHER CORP 13. 50.00 0.00 0.01 0.00 0.00 0.00 0.00 ALG/OTHER CORP 14. 50.00 0.00 0.01 0.00 0.00 0.00 0.00 ALG/OTHER COEF 15. 50.00 0.00 0.01 0.00 0.00 0.00 0.00 ALG/OTHER COEF 16. 50.00 0.00 0.01 0.00 0.00 0.00 0.00 ALG/OTHER CORP 17. 50.00 0.00 0.01 0.00 0.00 0.00 0.00 ALG/OTHER COEF 18. 50.00 0.00 0.01 0.00 0.00 0.00 0.00 ALG/OTHER CORP 19. 50.00 0.00 0.01 0.00 0.00 0.00 0.00 ALG/OTHER CORN 20. 50.00 0.00 0.01 0.00 0.00 0.00 0.00 ALG/OTHER CORP 21. 50.00 0.00 0.01 0.00 0.00 0.00 0.00 ALG/OTHER COEF 22. 50.00 0.00 0.01 0.00 0.00 0.00 0.00 ALG/OTHER CORP 23. 50.00 0.00 0.01 0.00 0.00 0.00 0.00 ALG/OTHER CORP 24. 50.00 0.00 0.01 0.00 0.00 0.00 0.00 ALG/OTHER COEF 25. 50.00 0.00 0.01 0.00 0.00 0.00 0.00 ALG/OTHER CORP 26. 50.00 0.00 0.01 0.00 0.00 0.00 0.00 ALG/OTHER CORP 27. 50.00 0.00 0.01 0.00 0.00 0.00 0.00 ALG/OTHER CORP 28. 50.00 0.00 0.01 0.00 0.00 0.00 0.00 ALG/OTHER COEF 29. 50.00 0.00 0.01 0.00 0.00 0.00 0.00 ALG/OTHER CORP 30. 50.00 0.00 0.01 0.00 0.00 0.00 0.00 ALG/OTHER CORP 31. 50.00 0.00 0.01 0.00 0.00 0.00 0.00 ALG/OTHER CORP 32. 50.00 0.00 0.01 0.00 0.00 0.00 0.00 ENDATA6B 0. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 $$$ DATA TYPE 7 (INITIAL CONDITIONS) $$$ CARD TYPE REACH TEMP D.O. BOD CM-1 CM-2 CM-3 ANC COLI INITIAL COND-1 1. 75.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 INITIAL COND-1 2. 75.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 INITIAL COND-1 3. 75.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 INITIAL COND-1 4. 75.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 INITIAL COND-1 5. 75.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 INITIAL COND-1 6. 75.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 INITIAL COND-1 7. 75.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 INITIAL COND-1 8. 75.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 INITIAL COND-1 9. 75.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 INITIAL COND-1 10. 75.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 INITIAL COND-1 11. 75.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 INITIAL COND-1 12. 75.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 INITIAL COND-1 13. 75.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 INITIAL COND-1 14. 75.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 INITIAL COND-1 15. 75.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 INITIAL COND-1 16. 75.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 INITIAL COND-1 17. 75.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 INITIAL COND-1 18. 75.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 INITIAL COND-1 19. 75.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 INITIAL COND-1 20. 75.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 INITIAL COND-1 21. 75.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 INITIAL COND-1 22. 75.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 INITIAL COND-1 23. 75.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 INITIAL COND-1 24. 75.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 INITIAL COND-1 25. 75.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 INITIAL COND-1 26. 75.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 INITIAL COND-1 27. 75.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 INITIAL COND-1 28. 75.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 INITIAL COND-1 29. 75.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 INITIAL COND-1 30. 75.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 INITIAL COND-1 31. 75.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 INITIAL COND-1 32. 75.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 RNDATA7 0. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 $$$ DATA TYPE 7A (INITIAL CONDITIONS FOR CHOROPHYLL A, NITROGEN, AND PHOSPHORUS) $$$ CARD TYPE REACH CHL-A ORG-N NH3-N NO2-N NO3-N ORG-P DIS-P INITIAL COND-2 1. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 INITIAL COND-2 2. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 INITIAL COND-2 3. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 INITIAL COND-2 4. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 INITIAL COND-2 5. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 INITIAL COND-2 6. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 INITIAL COND-2 7. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 INITIAL COND-2 8. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 INITIAL COND-2 9. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 INITIAL COND-2 10. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 INITIAL COND-2 11. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 INITIAL COND-2 12. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 INITIAL COND-2 13. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 INITIAL COND-2 14. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 INITIAL COND-2 1S. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 INITIAL COND-2 16. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 INITIAL COND-2 17. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 INITIAL COND-2 18. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 INITIAL COND-2 19. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 INITIAL COND-2 20. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 INITIAL COND-2 21. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 INITIAL COND-2 22. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 INITIAL COND-2 23. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 INITIAL COND-2 24. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 INITIAL COND-2 25. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 INITIAL COND-2 26. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 INITIAL COND-2 27. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 INITIAL COND-2 28. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 INITIAL COND-2 29. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 INITIAL COND-2 30. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 INITIAL COND-2 31. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 INITIAL COND-2 32. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 ENLATA7A 0. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 $$$ DATA TYPE 8 (INCREMENTAL INFLOW CONDITIONS) $$$ CARD TYPE REACH FLOW TEMP D.O. BOD CM-1 CM-2 CM-3 ANC COLI INCR INFLOW-1 1. 0.000 75.20 7.58 2.50 0.00 0.00 0.00 0.00 0.00 INCR INFLOW-1 2. 0.000 75.20 7.58 2.50 0.00 0.00 0.00 0.00 0.00 INCR INFLOW-1 3. 0.000 75.20 7.58 2.50 0.00 0.00 0.00 0.00 0.00 INCR INFLOW-1 4. 0.000 75.20 7.58 2.50 0.00 0.00 0.00 0.00 0.00 INCR INFLOW-1 S. 0.000 75.20 7.58 2.50 0.00 0.00 0.00 0.00 0.00 INCR INFLOW-1 6. 0.000 75.20 7.58 2.50 0.00 0.00 0.00 0.00 0.00 INCR INFLOW-1 7. 0.000 75.20 7.58 2.50 0.00 0.00 0.00 0.00 0.00 INCR INFLOW-1 8. 0.000 75.20 7.58 2.50 0.00 0.00 0.00 0.00 0.00 INCR INFLOW-1 9. 0.000 75.20 7.58 2.50 0.00 0.00 0.00 0.00 0.00 INCR INFL0W-1 10. 0.000 75.20 7.58 2.50 0.00 0.00 0.00 0.00 0.00 INCR INFLOW-1 11. 0.000 75.20 7.58 2.50 0.00 0.00 0.00 0.00 0.00 INCR INFL0W-1 12. 0.000 75.20 7.58 2.50 0.00 0.00 0.00 0.00 0.00 INCR INFL0W-1 13. 0.000 75.20 7.58 2.50 0.00 0.00 0.00 0.00 0.00 INCR INFL0W-1 14. 0.000 75.20 7.58 2.50 0.00 0.00 0.00 0.00 0.00 INCR INFLOW-1 15. 0.000 75.20 7.58 2.50 0.00 0.00 0.00 0.00 0.00 INCR INFLOW-1 16. 0.000 75.20 7.58 2.50 0.00 0.00 0.00 0.00 0.00 INCR INFLOW-1 17. 0.000 75.20 7.58 2.50 0.00 0.00 0.00 0.00 0.00 INCR INFLOW-1 18. 0.000 75.20 7.58 2.50 0.00 0.00 0.00 0.00 0.00 INCR INFL0W-1 19. 0.000 75.20 7.58 2.50 0.00 0.00 0.00 0.00 0.00 INCR INFL0W-1 20. 0.000 75.20 7.58 2.50 0.00 0.00 0.00 0.00 0.00 INCR INFLOW-1 21. 0.000 75.20 7.00 5.20 0.00 0.00 0.00 0.00 0.00 INCR INFL0W-1 22. 0.000 75.20 7.00 5.20 0.00 0.00 0.00 0.00 0.00 INCR INFL0W-1 23. 0.000 75.20 7.00 5.20 0.00 0.00 0.00 0.00 0.00 INCR INFLOW-1 24. 0.000 75.20 7.00 S.20 0.00 0.00 0.00 0.00 0.00 INCR INFLOW-1 2S. -3.000 75.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 INCR INFLOW-1 26. -3.200 75.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 INCR INFLOW-1 27. -3.000 75.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 INCR INFLOW-1 28. -1.400 75.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 INCR INFLOW-1 29. -1.600 75.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 INCR INFLOW-1 30. -3.200 75.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 INCR INFLOW-1 31. -1.600 75.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 INCR INFLOW-1 32. -1.900 75.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 ENDATA8 0. 0.000 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 $$$ DATA TYPE 8A (INCREMENTAL INFLOW CONDITIONS FOR CHLOROPHYLL A, NITROGEN, AND PHOSPHORUS) $$$ CARD TYPE REACH CHL-A ORG-N NH3-N NO2-N NO3-N ORG-P DIS-P INCR INFLOW-2 1. 0.00 0.40 0.10 0.00 0.28 0.00 0.00 INCR INFLOW-2 2. 0.00 0.40 0.10 0.00 0.28 0.00 0.00 INCR INFLOW-2 3. 0.00 0.40 0.10 0.00 0.28 0.00 0.00 INCR INFLOW-2 4. 0.00 0.40 0.10 0.00 0.28 0.00 0.00 INCR INFLOW-2 5. 0.00 0.40 0.10 0.00 0.28 0.00 0.00 INCR INFLOW-2 6. 0.00 0.40 0.10 0.00 0.28 0.00 0.00 INCR INFLOW-2 7. 0.00 0.40 0.10 0.00 0.28 0.00 0.00 INCR INFLOW-2 8. 0.00 0.40 0.10 0.00 0.28 0.00 0.00 INCR INFLOW-2 9. 0.00 0.40 0.10 0.00 0.28 0.00 0.00 INCR INFLOW-2 10. 0.00 0.40 0.10 0.00 0.28 0.00 0.00 INCR INFLOW-2 11. 0.00 0.40 0.10 0.00 0.28 0.00 0.00 INCR INFLOW-2 12. 0.00 0.40 0.10 0.00 0.28 0.00 0.00 INCR INFLOW-2 13. 0.00 0.40 0.10 0.00 0.28 0.00 0.00 INCR INFLOW-2 14. 0.00 0.40 0.10 0.00 0.28 0.00 0.00 INCR INFLOW-2 15. 0.00 0.40 0.10 0.00 0.28 0.00 0.00 INCR INFLOW-2 16. 0.00 0.40 0.10 0.00 0.28 0.00 0.00 INCR INFLOW-2 17. 0.00 0.40 0.10 0.00 0.28 0.00 0.00 INCR INFLOW-2 18. 0.00 0.40 0.10 0.00 0.28 0.00 0.00 INCR INFLOW-2 19. 0.00 0.40 0.10 0.00 0.28 0.00 0.00 INCR INFLOW-2 20. 0.00 0.40 0.10 0.00 0.28 0.00 0.00 INCR INFLOW-2 21. 0.00 0.80 0.02 0.00 3.25 0.00 0.00 INCR INFLOW-2 22. 0.00 0.80 0.02 0.00 3.2S 0.00 0.00 INCR INFLOW-2 23. 0.00 0.80 0.02 0.00 3.25 0.00 0.00 XNCR INFLOW-2 24. 0.00 0.80 0.02 0.00 3.25 0.00 0.00 INCR INFLOW-2 25. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 INCR INFLOW-2 26. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 INCR INFLOW-2 27. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 INCR INFLOW-2 28. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 INCR INFLOW-2 29. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 INCR INFLOW-2 30. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 INCR INFLOW-2 31. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 INCR INFLOW-2 32. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 ENDATASA 0. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 $$$ DATA TYPE 9 (STREAM JUNCTIONS) $$$ CARD TYPE JUNCTION ORDER AND IDENT UPSTRM JUNCTION TRIB STREAM JUNCTION 1. WEST BRANCH 27. 35. 34. JUNCTION-1 2. MALLARD CREEK 101. 116. 115. ENDATA9 0. 0. 0. O. $$$ DATA TYPE 10 (HEADWATER SOURCES) $$$ CARD TYPE HDWTR NAME FLOW TEMP D.O. BOD CM-1 CM-2 CM-3 ORDER HEADWTR-1 1. DYE BRANCH 0.50 75.20 9.46 3.12 0.00 0.00 0.00 HEADWTR-1 2. WEST BRANCH 1.50 75.20 7.60 2.00 0.00 0.00 0.00 HEADWTR-1 3. MALLARD CREEK 1.40 75.20 7.10 4.28 0.00 0.00 0.00 ENDATA10 0. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 $$$ DATA TYPE 10A (HEADWATER CONDITIONS FOR CHLOROPHYLL, NITROGEN, PHOSPHORUS, COLIFORM AND SELECTED NON -CONSERVATIVE CONSTITUENT) $$$ CARD TYPE HDWTR ANC COLI CHL-A ORG-N NH3-N NO2-N NO3-N ORG-P DIS-P ORDER HEADWTR-2 1. 0.00 0.00E+00 0.00 0.46 0.04 0.00 0.24 0.00 0.00 HEADWTR-2 2. 0.00 0.00E+00 0.00 0.00 0.22 0.00 0.00 0.00 0.00 HEADWTR-2 3. 0.00 0.008+00 0.00 0.28 0.06 0.01 0.26 0.00 0.00 ENDATA10A 0. 0.00 0.00E+00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 $$$ DATA TYPE 11 (POINT SOURCE / POINT SOURCE CHARACTERISTICS) $$$ POINT CARD TYPE LOAD NAME EFF FLOW TEMP D.O. BOD CM-1 CM-2 CM-3 ORDER POINTLD-1 1. MOORSVL WWTP 0.00 23.30 75.20 6.00 25.00 0.00 0.00 0.00 POINTLD-1 2. ROCKY RIVER 0.00 0.30 75.20 7.30 1.38 0.00 0.00 0.00 POINTLD-1 3. RIVER RUN 0.00 0.00 75.20 6.00 32.50 0.00 0.00 0.00 POINTLD-1 4. MID SOUTH 0.00 0.90 75.20 5.00 34.50 0.00 0.00 0.00 POINTLD-1 5. W.R. ODELL 0.00 0.02 75.20 6.00 27.00 0.00 0.00 0.00 POINTED-1 6. CLARKE CREEK 0.00 1.00 75.20 6.00 2.50 0.00 0.00 0.00 POINTLD-1 7. MALLARD WWTP 0.00 18.60 75.20 6.00 9.07 0.00 0.00 0.00 POINTLD-1 8. CODDLE CREEK 0.00 6.00 75.20 7.74 12.46 0.00 0.00 0.00 POINTLD-1 9. BACK CREEK 0.00 0.99 75.20 7.45 9.49 0.00 0.00 0.00 POINTED-1 10. REEDY CREEK 0.00 3.38 75.20 8.14 28.49 0.00 0.00 0.00 POINTLD-1 11. CONCORD WWTP 0.00 52.70 75.20 6.00 62.88 0.00 0.00 0.00 POINTLD-1 12. COLDWTR CK 0.00 7.40 75.20 7.50 2.00 0.00 0.00 0.00 POINTLD-1 13. DUTCHBF CK 0.00 0.50 75.20 7.50 2.00 0.00 0.00 0.00 POINTLD-1 14. MUDDY CR 0.00 0.47 75.20 5.00 42.00 0.00 0.00 0.00 POINTLD-1 15. 3CWRF 0.00 0.00 75.20 6.00 20.00 0.00 0.00 0.00 POINTLD-1 16. GOOSE CR 0.00 0.50 63.90 8.70 3.60 0.00 0.00 0.00 POINTLD-1 17. CROOKED CR 0.00 0.00 67.90 7.70 6.30 0.00 0.00 0.00 POINTLD-1 18. LRR WRF 0.00 0.00 75.20 6.00 20.00 0.00 0.00 0.00 POINTLD-1 19. LONG CR 0.00 2.60 69.40 9.30 4.00 0.00 0.00 0.00 POINTLD-1 20. RCHRDSN CR 0.00 0.80 71.90 8.40 5.70 0.00 0.00 0.00 POINTLD-1 21. CRIBS CR 0.00 0.00 69.80 7.90 5.30 0.00 0.00 0.00 POINTLD-1 22. LANES CR 0.00 0.00 74.60 8.50 4.80 0.00 0.00 0.00 ENDATA11 0. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 $$$ DATA TYPE 11A (POINT SOURCE CHARACTERISTICS - CHLOROPHYLL A, NITROGEN, PHOSPHORUS, COLIFORMS AND SELECTED NON -CONSERVATIVE CONSTITUENT) $$$ POINT CARD TYPE LOAD ANC COLI CHL-A ORG-N NH3-N NO2-N NO3-N ORG-P DIS-P ORDER POINTLD-2 1. 0.00 0.00E+00 0.00 1.60 2.00 0.00 6.00 2.00 0.00 POINTLD-2 2. 0.00 0.00E+00 0.00 0.08 0.02 5.00 0.32 5.00 0.00 POINTLD-2 3. 0.00 0.00E+00 0.00 0.00 1.30 0.00 0.00 0.00 0.00 POINTLD-2 4. 0.00 0.00E+00 0.00 0.00 3.10 0.00 0.00 0.00 0.00 POINTLD-2 5. 0.00 0.00E+00 0.00 0.00 6.00 0.00 0.00 0.00 0.00 POINTLD-2 6. 0.00 0.00E+00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 POINTLD-2 7. 0.00 0.00E+00 0.00 1.10 1.00 0.00 0.00 0.00 0.00 POINTLD-2 8. 0.00 0.00E+00 0.00 0.27 0.00 80.00 10.20 4.00 0.00 POINTLD-2 9. 0.00 0.00E+00 0.00 0.47 0.80 50.00 10.30 7.00 0.00 POINTLD-2 10. 0.00 0.00E+00 0.00 0.00 5.20 0.00 2.30 5.00 0.00 POINTLD-2 11. 0.00 0.00E+00 0.00 3.85 2.00 0.00 7.30 3.00 0.00 POINTLD-2 12. 0.00 0.00E+00 0.00 0.05 0.00 20.00 0.00 2.00 0.00 POINTLD-3 13. 0.00 0.00E+00 0.00 0.05 0.00 20.00 0.00 2.00 0.00 POINTLD-2 14. 0.00 0.00E+00 0.00 0.00 4.00 0.00 0.00 0.00 0.00 POINTLD-2 15. 0.00 0.00E+00 0.00 1.00 2.00 0.00 12.00 0.00 0.00 POINTLD-2 16. 0.00 0.00E+00 0.00 0.40 0.00 4.00 0.00 9.00 0.00 POINTLD-2 17. 0.00 0.00E+00 0.00 0.60 0.00 6.00 0.00 9.00 0.00 POINTLD-2 18. 0.00 0.00E+00 0.00 1.00 4.00 0.00 12.00 0.00 0.00 POINTLD-2 19. 0.00 0.00E+00 0.00 0.70 0.00 3.00 1.00 2.00 0.00 P0INTED-2 20. 0.00 0.00E+00 0.00 0.90 0.20 0.00 8.00 4.00 0.00 POINTLD-2 21. 0.00 0.00E+00 0.00 0.50 0.30 4.00 0.00 3.00 0.00 POINTLD-2 22. 0.00 0.00E+00 0.00 0.60 0.10 4.00 0.00 5.00 0.00 ENDATA11A 0. 0.00 0.00E+00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 $$$ DATA TYPE 12 (DAM CHARACTERISTICS) $$$ DAM RCH ELS ADAM EDAM PDAM HDAM ENDATA12 0. 0. 0. 0.00 0.00 0.00 0.00 $$$ DATA TYPE 13 (DOWNSTREAM BOUNDARY CONDITIONS-1) $$$ CARD TYPE TEMP D.O. BOD CM-1 CM-2 CM-3 ANC COLI ENDATA13 DOWNSTREAM BOUNDARY CONCENTRATIONS ARE UNCONSTRAINED $$$ DATA TYPE 13A (DOWNSTREAM BOUNDARY CONDITIONS-2) $$$ CARD TYPE CHL-A ORGAN NH3-7 NO2-N NH3-N . ORG-P DIS-P ENDATA13A DOWNSTREAM BOUNDARY CONCENTRATIONS ARE UNCONSTRAINED Woo e-/(07.;T CH2MHILL TRANSMITTAL To: NCDENR DWQ-Point Source Branch From: Bill Kreutzberger Attn: Dave Goodrich Date: December 16, 2005 Re: Speculative Limits Request We Are Sending You: Attached Under separate cover via Shop Drawings Documents Prints Specifications Copy of letter Other: Tracings Catalogs Quantity Description 1 TM 301 If material received is not as listed, please notify us at once Remarks: Copy To: file DEC 1 9 2Ci05 CLT1TRANSMITTAL_DWQ_ 12162005. DOC 1 330332