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3583; Cannon Road Lift Station; Cannon Road Lift Station Odor Assessment Rep; 2002-07-01
I I I I I City of Carlsbad Cannon Road Lift Station Odor Assessment Report \ Prepared for: City of Carlsbad Prepared by: DHK Engineers, Inc. Escondido, California July 2002 EXECUTIVE SUMMARY The impact of emissions from the City of Carlsbad Cannon Road Lift Station (CRLS) on the odor (nuisance) levels at nearby critical receptors is presented in this report. The proposed pump station will have a 1.6 million-gallon per day (mgd) average flow capacity and 3.2 mgd Peak Wet Weather Row (PWWF) at ultimate build-out. The primary location is adjacent to the existing lift station, east of the proposed Cannon Road, occupying. Figure ES-1 provides an overview of the project area. The objectives of this analysis are: 1. To evaluate the downwind odor impacts associated with the proposed CRLS located at the neighboring receptors, and 2. To verify the City of Carlsbad Design Criteria for odor control of the proposed project, including preferred stack diameter, exit velocity, and exhaust release height can comply with the City's odor criterion. The methodology used in the analysis is as follows: 1. Establish downwind odor and hydrogen sulfide concentration goals at critical receptors in the area surrounding CRLS. 2. Establish hydrogen sulfide concentrations associated with odors and odor emission rates at CRLS. 3. Assume removal efficiencies for generic pre-treatment and odor treatment process units at CRLS. 4. Use the Industrial Source Complex Short Term (ISCST3) air dispersion model to estimate the odor and hydrogen sulfide concentrations of treated air emissions at critical receptors surrounding CRLS. 5. Convert the 1-hour average odor and hydrogen sulfide concentrations estimated by the ISCST3 to a more appropriate three-minute average to determine if the downwind impact is within the acceptable odor criterion. Regulatory agencies within the United States often limit the level of odors that can exist at the nearest critical receptors, typically defined as the fenceline. Acceptable odor levels often range between 3 and 8 odor units (OU), with 5 OU being the most commonly used criterion. The City has no odor standard adopted. In lieu of standards, the City could require that all facilities shall be designed to achieve 5 or less OU at established critical receptors, at least 99.5 percent of the time. However, considering the public concern regarding odors from the CRLS, a more stringent criterion of 1 OU at the site fenceline or at any residence beyond the fenceline is established at CRLS. In essence, odor from CRLS should not be recognizable by neighbors. Table ES-1 summarizes the criteria and "peak" odor and hydrogen sulfide concentrations within 200 meters of the CRLS for the proposed sodium hypochlorite plus Phoenix EXECUTIVE SUMMARY Carbon Scrubber odor system. Based on the dispersion modeling and "conservative" design assumptions, .the odor and hydrogen sulfide estimated concentrations beyond the immediate area of the CRLS are well below the odor criterion significance thresholds. Table ES -1 Sodium Hypochlorite + Phoenix Carbon Scrubber Peak (3-minute average) Odor and Hydrogen Sulfide Concentrations within 200 meters of CRLS Receptor No. and Location (Refer to Figure ES-1 for locations) 15- SPS 50 WEST (-5S.-29) 16- SPS 25 WEST (-33,-29) Maximum Odor Concentration (OU/m3) (Threshold 1.0) 0.370 0.000 17- SPS 25 SOUTH (-8, -54) 1 0.000 18- SPS 50 SOUTH (-8, -79) 19- SPS 25 NORTH (-8, -4) 20- SPS 50 NORTH (-8, 21) 21- SPS 25 EAST (17, -29) 22- SPS50 EAST (42,-29) 23- CANTERBURY LOT 19 (78.-10) 24- CANTERBURY LOT 16 (98,35) 0.738 0.000 0.325 0.000 0.492 0.033 0.021 Maximum Hydrogen Sulfide Concentration (ug/m3) (Threshold 6.67) 1.410 0.000 0.000 2.813 0.000 1.242 0.000 1.876 0.127 0.088 CANNON ROAD LIFT STATION Odor Assessment SCALE: 1 INCH = APPROXIMATELY 500 FEET SPS = SINGLE POINT RECEIVER • = ANALYSIS POINT CITY OF CARLSBAD 1000-METER SITE MAP DHK ENGINEERS, INC. JULY, 2002 FIGURE ES-1 TABLE OF CONTENTS 1.0 INTRODUCTION 1 "* 1.1 OBJECTIVE AND METHODOLOGY 1 m 1.2 CHARACTERIZATION OF ODOR SENSORY RESPONSE 2 2.0 ODOR CRITERION AND ASSUMPTIONS 3 *MI 2.1 ODOR/HYDROGEN SULFIDE CRITERION 3 ** 2.2 PHYSICAL ASSUMPTIONS 3 , 2.2J Sulfide and Odor Concentrations 5 ** 2.2.2 Hydrogen Sulfide Emission Rates 6 ^f 2.2.3 Odor Emission Rates 7 ! 2.2.4 Point and Area Emission Sources 7 „, 2.2.5 Point Source Parameters 7 2.3 MODEL DESCRIPTION AND ASSUMPTIONS 8 *** 2.3.7 Model Description 8 ; 2.3.2 Building Downwash 8 "* 2.3.3 Meteorological Data 8 ^1 2.3.4 Atmospheric Chemistry 8 I 2.3.5 Critical Receptors 9 ^ 2.3.6 Sampling Or Averaging Time 9 3.0 MODELING RESULTS ..... ,. . .. . .11 i 3.1 ODOR/HYDROGEN SULFIDE MODELING RESULTS 11 4.0 CONCLUSIONS... 18 «• I 5.0 REFERENCES 19 "? LIST OF TABLES Table 2 - 1 10 m Table 3 - 1 12 i Table 3 - 2 13 -* Table 4 - 1 18 *! LIST OF FIGURES Figure 2- 1 4 *• Figure 3 -1 14 FigureS-2 15 ""* Figure 3 - 3 16 J Figure3-4 17 July 2002 Cannon Road Lift Station Page 1 1.0 INTRODUCTION The analysis of the impact of emissions from the City of CRLS on the odor (nuisance) levels at nearby critical receptors is presented in this report. A Preliminary Siting Drawing (Reference 1) for the CRLS has recently been completed to assist siting selection. The proposed pump station has a 1.6 mgd average flow capacity and 3.2 mgd PWWF at ultimate build-out. The primary location is adjacent to the existing lift station east of the proposed Cannon Road. Based on City direction; it is assumed that the odor control treatment technologies for the CRLS will be the Phoenix Carbon treatment (or equal), sodium hypochlorite addition or a combination of the two systems to control the odors associated with the incoming wastewater flowing into the lift station. Typically, pump stations similar in size to CRLS (based upon the strength of odors) are provided with a single-stage odor treatment system. However, as a result of public concerns, the City has adopted a design philosophy to provide a pre-treatment stage prior to the odor treatment system at this site. This conservative approach provides a high degree of reliability in controlling odor emissions from CRLS. For foul air treatment, the Phoenix Carbon System has recently gained some popularity and is used to control odor emissions, mainly hydrogen sulfide. For this evaluation, it is assumed the Phoenix (or equal technology) will be located within the CRLS and the treated air discharged through a stack. 1.1 Objective and Methodology The objectives of this analysis are: 1. To evaluate the downwind odor impacts associated with the proposed CRLS located at the neighboring receptors, and 2. To verify the City of Carlsbad Design Criteria for the odor control aspects of the proposed project including preferred stack diameter, exit velocity, and exhaust release height that can facilitate compliance with the City's odor criterion. The methodology used in the analysis is as follows: 1. Establish downwind odor and hydrogen sulfide concentration goals at critical receptors in the area surrounding CRLS. 2. Establish hydrogen sulfide concentrations associated with odors and odor emission rates at CRLS. 3. Assume removal efficiencies for generic pre-treatment and odor treatment process units at CRLS. July 2002 _ Cannon Road Lift Station Page 2 ^ 4. Use the ISCST3 air dispersion model to estimate the odor and hydrogen sulfide concentrations of treated air emissions at critical receptors surrounding CRLS. „, 5. Convert the 1-hour average odor and hydrogen sulfide concentrations estimated by the ISCST3 to a more appropriate three-minute average to determine if the downwind impact is within the acceptable odor criterion. — 1.2 Characterization Of Odor Sensory Response Odor-causing substances are commonly present in wastewater in both organic and *i inorganic forms. Many compounds are byproducts of biological activities in the ^ wastewater collection and treatment system. • «« Normally, the human olfactory sense is stimulated by a gaseous compound that is in a ^ chemically reduced or unoxidized state. The precise mechanics of odor formation and T human response to odors are not well established; however the three parameters known to «* contribute to the odor level that elicit complaint response include (1) odor characteristics, _ (2) odor magnitude (strength), and (3) duration of the odor. "* In this modeling analysis, odor strength is expressed in OU. An OU is the amount, by — volume, of odorous gas necessary to contaminate 1 cubic foot of odor-free air to the > detection threshold level - that is, the point where the odor concentration is detectable by ""* only half the members of the odor panel. The strength of an odor is determined by the ^ number of dilutions with odor-free air needed to reduce the odor to barely detectable ! level (the "odor unit" level). An olfactometer is the device used to produce the dilution ""* ratios up to 128:1. It operates by blending two air streams of ambient air, one of which is „, passed through an activated carbon chamber for odor removal. A schematic of an I olfactometer is provided in Appendix A. March 2001 Cannon Road Lift Station Page 3 2.0 ODOR CRITERION AND ASSUMPTIONS The odor and nuisance criterion established by the City of Carlsbad for CRLS are presented in this section. In addition, a description of the air dispersion model, and the assumptions applied to determine downwind odor and hydrogen sulfide concentrations at critical receptors, are also presented. 2.1 Odor/Hydrogen Sulfide Criterion Regulatory agencies within the United States often limit the level of odors that can exist at the nearest critical receptors, typically defined as the fenceline. Acceptable odor levels often range between 3 and 8 OU, with 5 OU being the most commonly used criterion. Complaints begin to occur between 5 and 10 OU. The City has no odor standard adopted. In lieu of standards, the City could require that all facilities shall be designed to achieve 5 or less OU at established critical receptors, at least 99.5 percent of the time. This criterion would allow some "recognition" of odor under peak situations, although the odor level would not be high enough to elicit complaints under most situations. However, considering the public concern regarding odors from the CRLS, a more stringent criterion of 1 OU at the site fenceline or at any residence beyond the fenceline is established at CRLS. In essence, odor from CRLS should not be recognizable by neighbors. Under Section 21082.2 of the California Environmental Quality Act (CEQA) (Reference 2), numerous organic and inorganic compounds were identified as potential contributors to odor/nuisances. It is the basic premise that if the concentrations reach a level at which the receptors can detect their presence, the odor may be determined to present a significant impact. The Odor Recognition Thresholds (ORT) is determined when 50% of the odor panel recognizes the odor. ORT, based on current reference materials (Reference 6), lists the "recognizable" concentration of 0.0047 parts per million (ppm) or 4.70 parts per billion (ppb) for E^S. The conversion relationship between ppb value to a comparable air modeling u.g /cubic meter is 1 ppm = 1,420 u,g/cubic meter (Reference 3). Therefore, the hydrogen sulfide criterion based on 4.70 ppb is 6.67 u,g /cubic meter. This criterion will be used to determine hydrogen sulfide impacts. A direct conversion or numerical relationship between ORT and OU is not scientifically available due to the chemical specific concentration identification of ORT and the "subjective - group odor panel" nature of OU. An olfactometer and odor panel is used to determine the number of dilutions and resultant odor units for the odorous gas. The less number of air dilutions necessary to generate a non-detectable odor sample, the lower the OU's. 2.2 Physical Assumptions The analysis requires establishing values for physical parameters such as the odor concentration of the foul air to be treated, the efficiency of the odor treatment system, and the odor emission rates. Figure 2-1 .provides an aerial overview of the project and relationship to receptors. These key physical assumptions are described below. CANNON ROAD LIFT STATION Odor Assessment SCALE: 1 INCH = APPROXIMATELY 500 FEET SPS = SINGLE POINT RECEIVER • = ANALYSIS POINT CITY OF CARLSBAD 1000-METER SITE MAP DHK ENGINEERS, INC. JULY, 2002 FIGURE 2-1 July 2002 Cannon Road Lift Station Page 5 2.2.1 Sulfide and Odor Concentrations The following assumptions are based on recent odor studies and anticipated wastewater parameters: Three treatment scenarios were evaluated as part of this study. The three scenarios are: • Sodium Hypochlorite addition " Phoenix Carbon only • Sodium Hypochlorite and Phoenix Carbon Case 1: Sodium Hypochlorite Only Dissolved sulfide concentration and estimated parts per million by volume (ppmv) in the CRLS influent wastewater (estimate) "without" and "with" sodium hypochlorite (NaOCl) pre-treatment are presented. The design assumption is made that the ventilation rate will be "12 air changes per hour" per the National Fire Protection Association (NFPA) 820. Inlet (without NaOCl) Outlet (with NaOCl) Average = 0.50 mg/L (5 ppmv) Average = 0.05 mg/L (0.5 ppmv) Peak =1.00 mg/L (10 ppmv) Peak =0.10 mg/L (1.0 ppmv) Case 2: Phoenix Carbon Only The actual gas phase concentration is dependent on many variables including liquid phase dissolved sulfide concentration, wastewater temperature, turbulence and pH, concentration gradient between liquid and gas phases, and others. Based on characteristics typical of North County's wastewater and pump stations, it is estimated that up 5 percent of the liquid phase dissolved sulfide volatilizes as f^S (based on Henry's Law). The peak sulfide level will rarely exceed 10 ppmv. Ventilation of the wet well at 12 air changes per hour (which dilutes the foul air emanating from the wastewater) will decrease the anticipated peak concentrations being conveyed to the Phoenix Carbon Scrubber. Phoenix Carbon Scrubber literature provides a design removal rate of 99% for hydrogen sulfide and odor compounds. A more conservative removal of 90% for hydrogen sulfide and odor compounds is used for this evaluation. Potential inlet H2S gas concentration into and out of the Phoenix Carbon Scrubber: Inlet Concentration Outlet Concentration Average = 5 ppmv Average = 0.5 ppmv Peak =10 ppmv Peak =1.0 ppmv Odor concentration in and out of Phoenix Carbon Scrubber: Inlet Concentration Outlet Concentration Average = 2,000 OU/cu m Average = 200 OU/cu m Peak =4,000 OU/cu m Peak =400 OU/cu m These concentrations are derived assuming that 1 ppmv HaS is equivalent to 400 OU/cu meters based on City of San Diego Metropolitan Wastewater Department guidance and literature review. July 2002 Cannon Road Lift Station Page 6 ?4» Case 3: Sodium Hypochlorite + Phoenix Carbon Scrubber - Normal Operation Incorporation of the two treatment technologies into an odor control strategy provides a very efficient odor control philosophy. Odor treatment capabilities would be maintained during maintenance outages. A single Phoenix Carbon Scrubber will be provided rated at 4,000 cubic feet per minute (cfm). The ventilation system will be designed to provide 24 air changes per hour (twice the NFPA 820 requirement). The net result of the enhanced ventilation would reduce the inlet odors by approximately 50% prior to the odor system. Although the specific process units that will constitute the CRLS odor treatment system has not been determined; it is anticipated that the Phoenix Carbon System (or equal) will be installed in concert with sodium hypochlorite addition facilities. The modeling was performed based on the design case with the following HiS and odor removal rates: H2S removal (%) Odor removal (%) Enhanced Ventilation 50 50 Pre-treatment Sodium Hypochlorite 90 90 Phoenix Carbon 90 90 Combined Ventilation +. Sodium Hypochlorite + Phoenix Carbon Scrubber 99.5 99.5 The efficiencies assumed for this analysis reflect the performance anticipated for odor control systems that receive average maintenance. The minimum "efficiency" of the designed system is required. Preliminary design calculations are provided in Appendix B. 2.2.2 Hydrogen Sulfide Emission Rates Information on hydrogen sulfide, which is measured in grams per second (gram/sec) for a point source (stack) is required for modeling. The hydrogen sulfide emission rates are computed as follows: • H2S concentration without NaOCl air, ppm (Section 2.2.1) =10 • Hydrogen sulfide removal efficiency (NaOCl), percent (Section 2.2.1) = 99.5 • H2S concentration of NaOCl + Phoenix Carbon treated air, ppm = (10 x (1 -0.995)) = 0.05 • CRLS foul air flow rate, standard cubic feet per minute, scfm = 4,000 • CRLS foul air flow rate, cubic meters per minute (cu m/min) =113 H2S emission rate, (gram/sec)= 1.45 E-4 July 2002 Cannon Road Lift Station Page? 2.2.3 Odor Emission Rates Information on the odor emission rate, which.is measured in OU per second (OU/sec) for a point source (stack), is required for modeling. OU is technically a dimensionless ratio, but for modeling purposes, it is necessary to convert it to a concentration unit, or OU per cubic meter (OU/cu m). The odor emission rates are computed as follows: • Odor concentration of without NaOCl air, OU/cu m (Section 2.2.1) = 4000 • Odor removal efficiency total system (NaOCl), percent (Section 2.2.1) = 99.5 • Odor concentration of NaOCl + Phoenix Carbon treated air, OU/cu m = (4000 x (1 -0.99.5)) = 20 CRLS foul air flow rate, standard cubic feet per minute, scfm CRLS foul air flow rate, cubic meters per minute (cu m/min) OU emission rate, OU/sec = ((20x 113)/60) = 4,000 = 113 = 38 2.2.4 Point and Area Emission Sources The locations of odor sources and receptors, release heights of treated exhaust, and dimensions of odor sources, building shape and location and landscape contours are critical to the model results. The architectural design proposed in the current (Reference 4) building layout as provided by the City Engineer is used in the model. The model must be rerun if significant architectural changes are made in the next design phase. 2.2.5 Point Source Parameters The point source (stack) considered for this project is assumed to be adjacent to the CRLS building where the Phoenix Carbon Scrubber will be located. City Engineer's preliminary engineering drawings are used to determine the approximate location of the stack. Building dimensions are critical in analyzing the effects of building downwash on the treated air plume. The ISCST3 model cannot depict sloping roof heights; thus, the varying building heights are averaged and defined as follows: Building Height = 26 feet with foot pad at an elevation of 30' Other related dimensions and operating parameters applying design criteria are as follows: Release height of treated exhaust (relative to existing ground elevation) Stack diameter Stack exit velocity = 30 feet = 1.33 feet (stack) (0.40 meters) = 2.800 feet per minute (fpm) 14.25 (mps) in A stack velocity of 2,800 feet per minute (fpm) produces a good plume rise even at wind speeds of 28 feet per second (fps) and is below the nuisance noise threshold. July 2002 _ Cannon Road Lift Station _ Page 8 2.3 Model Description and Assumptions 2.3.1 Model Description For this odor impact analysis, the most current versions of the ISCST3 and the Building Profile Input Program (BPIP) models, both approved by the United States Environmental Protection Agency (USEPA), are used. The ISCST3 predicts the atmospheric transport of emitted gaseous compounds and the decay of a pollutant or odor through generalized urban or rural (used for this simulation) terrain, site-specific topography, or elevated receptors. By combining the BPIP and the ISCST3 models, building downwash effects are assessed. 2.3.2 Building Downwash Building downwash can result in significantly higher odor levels at distances closer to the source. Downwash effects are wind direction specific, therefore the BPIP model is used to determine the effective height and cross-wind width of a building for every 22.5 degrees of wind direction. These direction-specific parameters are incorporated into the ISCST3 model to account for the effects of downwash on dispersion. The "worst-case wind direction, and wind speed for each receptor is calculated and presented in the modeling results. 2.3.3 Meteorological Data The following source of meteorological data was considered in the CRLS modeling: • Screening Level Meteorological Data. The data consist of 34 different meteorological conditions considered by the USEPA to produce the worst-case results. For each meteorological condition, 16 different wind directions, at 22.5 degree increments beginning at east (considered as "0" degree), are modeled. The meteorological data set used was PTPLU. The use of site-specific meteorological data improves the reliability of the model results. However, in absence of such data, screening level meteorological data was employed and represents the "worst-case" climatic conditions. 2.3.4 Atmospheric Chemistry Atmospheric chemistry consists of chemical reactions in the atmosphere between the odorants and naturally-occurring chemicals such as ozone, hydroxyl radicals (present during the day), and nitrate radicals (present at night). This type of chemistry is particularly important for odorous compounds such as amines, aldehydes, mercaptans, and organo-sulfides that are readily oxidized to nonodorous compounds. The conversion to nonodorous forms is modeled by applying decay rates. There is limited data available on decay rates for odors and HaS. Typical values used in modeling are: • 0.005 per second for nighttime chemistry, and • 0.010 per second for daytime chemistry. July 2002 Cannon Road Lift Station Page 9 "m (*1 Emissions from CRLS are likely to undergo some decay; however, because of the m sensitivity and proximity of the critical receptors, and use of a screening level meteorological array decay rate of "0" is used in the model. m 2.3.5 Critical Receptors M The term "critical receptor" refers to a location where odors can be detected and adversely affect the normal activities of the people that perceive the odors. Examples of m critical receptors are residential or commercial buildings, hospitals, schools, daycare J facilities, and roads lying beyond the facility boundary. The ISCST3 model estimates the odor concentrations for predetermined critical receptor coordinates. At CRLS, critical m receptors exist in every direction; therefore, a grid of receptor locations is established as j follows: m • Along the CRLS fenceline (the site periphery) at 25-meter intervals J • Hillside residents (SW of project) • Canterbury development north-northeast of project «U • Residents across the lagoon to the north-northwest j "At 100-meter intervals in an area 100 meters to 500 meter away from the site boundary «*01 In addition, 24 specific receptors are established, including the closest existing residences. m 2.3.6 Sampling or Averaging Time Sampling time or averaging time of meteorological data is extremely important in mm describing the odor level at a particular critical receptor. The ISCST3 model is designed to estimate the maximum 1-hour average concentration of a particular chemical compound at a specific location. Since people perceive odors in the order of a few mm minutes, at which time odors can exist at peak (complaint level) concentrations, using 1- hour averaged concentration is inappropriate. An averaging time of 5 minutes or less is suitable for odor modeling. A 3-minute averaging time is used in this analysis. <•» — The 1-hour average odor or hydrogen sulfide concentrations predicted by the ISCST3 model can be converted to short-term averaging concentrations using the following — formula established by Wang and Skipka (Reference 5): Xs =X(t/ts)p m Where Xs = short-term concentration (OU or HiS/cu m) X = hourly concentration (OU or HiS /cu m) *» t = 60 (minutes) m tg = desired short-term time period (minutes) p = the power law exponent m M The value of p depends on several factors including atmospheric stability and local terrain. For stacks less than 30 meters high, such as the one envisioned for CRLS, the m value of p typically varies from 0.167 to 0.5 (depending on the stability class). In absence July 2002 Cannon Road Lift Station Page 10 of these values, the power law exponents presented in Table 2-1 are applied to point sources (stacks) in the analysis. Based on the modeling results, the "worst-case' impacts occurred when the winds were light to calm, and with relative stable atmospheric conditions, Class E & F. Therefore, an exponent of 0.167 with a resultant conversion factor of 1.65 will be applied. The conversion formula is as follows: Xs =X(t/ts)p =l(60/3)'167 =(20)'167 =1.65 Therefore, to convert 1-hour concentrations to 3-minute concentrations, the 1-hour average concentration is multiplied by 1.65. Table 2 -1 Power Law Exponents And 3-Minute To 1-Hour Average Concentration Ratios For Various Stability Classes P-G Stability Class00 A, B Very to moderately turbulent atmosphere C Slightly turbulent atmosphere D Neutral atmosphere E, F Moderately to very stable atmosphere * Power Law Exponent (p) 0.500 0.333 0.200 0.167 3-Minute to 1-Hour Cone. Ratio (Xs/X) 4.47 2.71 1.82 1.65* (a) Based on the Pasquill-Gifford (P-G) stability category (Reference 5). * Used for conversion March 2001 _ Cannon Road Lift Station _ _ Page 1 1 3.0 MODELING RESULTS 3.1 Odor /Hydrogen Sulfide Modeling Results Odor and hydrogen sulfide air dispersion modeling was conducted for the pump station configuration described in Section 2. The one-hour average maximum ground level concentrations for the "combined" system (Case 3) are summarized in Table 3-1. The 3-minute average odor/hydrogen sulfide concentrations for Case 3 are presented in Table 3-2. A graphical presentation of the 1-hour and 3-minute average odor concentrations predicted by the ISCST3 model for the designed configuration are provided as Figures 3- 1 and 3-2 respectively. Presentation of the 1-hour and 3-minute average hydrogen sulfide concentrations predicted by the ISCST3 model for the designed configuration are provided as Figures 3-3 and 3-4 respectively. The ISCST-3 input and output files and BPIP for the design configuration are provided in Appendix C. July 2002 Cannon Road Lift Station Page 12 Table 3-1 Odor and Hydrogen Sulfide Concentrations at Critical Receptors Screening Level Meteorological Data (Hourly Average-Rural) Receptor No., Location & Coordinate (Refer to Figure 2-1 for locations) 1-SPS#1 (-473.3 1,68.24) 2 - SPS #2 (-332, 263) 3 - SPS #3 (-285, 381) 4- SPS #4 (-203.8, 296.7) 5- SPS#5(218.88,-207.25) 6- SPS #6 (181.77, -229.78) 7- SPS #7 (151.09, -267.15) 8- SPS #8 (14 1.03, -294.87) 9- SPS #9 (126.94, -340.87) 10- SPS #10 (21.90, -404.79) 11- SPS #11 (-60, -408) 12- SPS #12 (-134.93, -392.85) 13- SPS #13 (-39, -260) 14- SPS #14 (-64, -247) 15- SPS 50 WEST (-58,-29) 16- SPS 25 WEST (-33,-29) 17- SPS 25 SOUTH (-8, -54) 18- SPS 50 SOUTH (-8, -79) 19- SPS 25 NORTH (-8, -4) 20- SPS 50 NORTH (-8, 21) 21- SPS 25 EAST (17, -29) 22- SPS50 EAST (42,-29) Maximum Odor Concentration (OU/m3) (Threshold 1.0) Maximum Hydrogen Sulfide Concentration (ug/m3) (Threshold 6.67) 0.001 1 0.006 0.007 0.003 0.003 0.002 0.002 0.002 0.002 0.002 0.003 i 0.004 0.027 0.012 0.011 0.007 0.007 0.009 0.009 0.008 0.012 0.017 0.009 | 0.035 0.007 0.007 0.030 0.027 0.224 ! 0.855 0.000 0.000 0.447 0.000 0.197 0.000 0.298 23- CANTERBURY LOT 19 (78.-10) I 0.020 0.000 0.000 1.705 0.000 0.753 0.000 1.137 0.077 24- CANTERBURY LOT 16 (98,35)0.013 0.053 July 2002 Cannon Road Lift Station Page 13 Table 3 - 2 Odor and Hydrogen Sulfide Concentrations at Critical Receptors Screening Level Meteorological Data - Rural (3 minute average) Receptor No. and Location (Refer to Figure 2-1 for locations) Maximum Odor Concentration (OU/m3) (Threshold 1.0) m Maximum Hydrogen Sulfide Concentration (ug/m3) (Threshold 6.67) m 1 -SPS#1 (-473.31, 68.24)0.002 0.010 2 -SPS #2 (-332, 263) 3 - SPS #3 (-285, 381) 4- SPS #4 (-203.8, 296.7) 5- SPS#5(218.88,-207.25) 6- SPS #6 (181. 77, -229.78) 7- SPS #7 (151.09, -267.15) 8- SPS #8 (141. 03, -294.87) 0.012 1 0.045 0.005 0.005 0.003 0.003 0.003 0.003 9- SPS #9 (126.94, -340.87) | 0.003 j 10- SPS #10 (21.90, -404.79) 11- SPS #11 (-60, -408) 12- SPS #12 (-134.93, -392.85) 13- SPS #13 (-39, -260) 14- SPS #14 (-64, -247) 15-SPS50WEST(-58,-29) 16-SPS25WEST(-33,-29) 17- SPS 25 SOUTH (-8, -54) 18- SPS 50 SOUTH (-8, -79) 19- SPS 25 NORTH (-8, -4) 0.005 0.006 0.015 0.012 0.012 0.370 0.000 L 0.000 0.738 0.000 20- SPS 50 NORTH (-8, 21) | 0.325 21- SPS 25 EAST (17, -29) 22-SPS50EAST(42,-29) 0.000 0.492 23- CANTERBURY LOT 19 (78.-10) 0.033 24- CANTERBURY LOT 16 (98,35)0.021 0.020 0.018 0.012 0.012 0.015 0.015 0.013 0.020 0.028 0.058 0.050 0.045 1.410 0.000 0.000 2.813 0.000 1.242 0.000 1.876 0.127 0.088 Conversion from 1-hour to 3-minute average using 1.65 based on Table 2-1 100 80- CANNON ROAD LIFT STATION Sodium Hypochlorite & Phoenix Carbon Scrubber Odor Units 1-Hour Highest Concentrations 38 OU/Second Emission 0.4 Meter Stack Diameter Stack Velocity 14.25 Meters/Second ODOR UNITS CANTERBURY DEVELOPMENT 255 CANNON ROA LIFT STATION -100 -80 100 ANALYSIS POINT SCALE AS SHOWN (METERS) CITY OF CARLSBAD BPIP AND ISCST3 MODEL RESULTS DHK ENGINEERS JULY 2002 FIGURE 3-1 CANNON ROAD LIFT STATION Sodium Hypochlorite & Phoenix Carbon Scrubber Odor Units 3-Minute Highest Concentrations 38 OU/Second Emission 0.4 Meter Stack Diameter Stack Velocity 14.25 Meters/Second 10 ODOR UNITS CANTERBURY DEVELOPMENT CANNON ROM -100 100 ANALYSIS POINT SCALE AS SHOWN (METERS) CITY OF CARLSBAD BPIP AND ISCST3 MODEL RESULTS DHK ENGINEERS JULY 2002 FIGURE 3-2 80- 60- 40- CANNON ROAD LIFT STATION Sodium Hypochlorite & Phoenix Carbon Scrubber H2S 1-Hour Highest Concentrations 1.45E-4 grams/second Emission 0.4 Meter Stack Diameter Stack Velocity 14.25 Meters/Second A hsl CANTERBURY DEVELOPMENT H2S ug/mA3 6.75 6.25 5.75 5.25 4.75 4.25 3.75 3.25 2.75 2.25 1.75 1.25 0.75 10.25 -100 -80 -60 ANALYSIS POINT 100 SCALE AS SHOWN (METERS) CITY OF CARLSBAD BPIP AND ISCST3 MODEL RESULTS DHK ENGINEERS JULY 2002 FIGURE 3-3 CANNON ROAD LIFT STATION Sodium Hypochlorite & Phoenix Carbon Scrubber H2S 3-Minute Highest Concentrations 1.45E-4 grams/second Emission 0.4 Meter Stack Diameter Stack Velocity 14.25 Meters/Second 100 80- 60- CANTERBURY DEVELOPMENT 55 CANNON ROAD -100 -80 -60 -40 -20 20 40 60 80 100 ANALYSIS POINT SCALE AS SHOWN (METERS) CITY OF CARLSBAD BPIP AND ISCST3 MODEL RESULTS DHK ENGINEERS JULY 2002 FIGURE 3-4 March 2001 Cannon Road Lift Station Page 18 4.0 CONCLUSIONS The following conclusions are derived from modeling and the data presented in Tables 3- 1 and 3-2, Table 4-1 summarizes the criteria and "peak" odor and hydrogen sulfide concentrations within 200 meters of the CRLS for the proposed sodium hypochlorite plus Phoenix Carbon Scrubber odor system. Based on the dispersion modeling and "conservative" design assumptions, the odor and hydrogen sulfide estimated concentrations beyond the immediate area of the CRLS are below the odor criterion significance thresholds. Table 4 -1 Sodium Hypochlorite + Phoenix Carbon Scrubber Peak (3-minute average) Odor and Hydrogen Sulfide Concentrations within 200 meters of CRLS Receptor No. and Location (Refer to Figure 2-1 for locations) 15- SPS 50 WEST (-5S.-29) 16- SPS 25 WEST (-33,-29) 17- SPS 25 SOUTH (-8, -54) 18- SPS 50 SOUTH (-8, -79) 19- SPS 25 NORTH (-8, -4) 20- SPS 50 NORTH (-8, 21) 21- SPS 25 EAST (17, -29) 22- SPS50 EAST (42,-29) 23- CANTERBURY LOT 19 (78.-10) 24- CANTERBURY LOT 16 (98,35) Maximum Odor Concentration (OU/m3) ^Threshold 1.0) 0.370 0.000 0.000 Maximum Hydrogen Sulfide Concentration (ug/m3) (Threshold 6.67) 1.410 0.000 0.000 0.738 | 2.813 0.000 0.325 0.000 0.000 1.242 0.000 0.492 | 1.876 0.033 0.021 0.127 0.088 July 2002 _ Cannon Road Lift Station _ Page 19 5.0 REFERENCES 1. City of Carlsbad- Cannon Road Lift Station Preliminary Siting Drawings, CDM, April 2002. 2. California Environmental Quality Act Guidelines, 1999. 3. NIOSH Pocket Guide to Chemical Hazards, U.S. Department of Health and Human Services, June 1990. 4. City of Carlsbad- Cannon Road Lift Station Preliminary Lift Station Drawings, CDM, April 2002. 5. Dispersion Modeling of Odorous Emissions, Wang and Skipka, Air and Waste Management Association Publication 93-RA- 1 1 4 A.05 , 1 993 . 6. Odor Control in Wastewater Treatment Plants, WEF Manual of Practice No. 22, ASCE Manuals and Reports on Engineering Practice No. 82, 1995. APPENDIX A Olfactometer Schematic 4 in 6.3V DCorA.C. DILUTION AIR PUSHBUTTON -- SWITCH PORTS ACTUALLY ARRANGED CIRCULARLY EFFLUENT SAMPLE - SIGNAL BULBS : • ' ATTENUATOR'SA B c BYPASS, CARBON ATTENUATOR PERISTALTIC PUMP Olfactometer with six dilution levels. APPENDIX B Design Summary Table CITY OF CARLSBAD CANNON ROAD LIFT STATION Odor/Ventilation Design Summary Case# 1 (Normal) 2(NaOCl-off) 3 (Phoenix Of!) NaOCl ON OFF ON Phoenix # 1 1 1 Total Stack 4,000 cfm 4,000 cfm 4,000 cfm Phoenix Carbon Scrubber (1) @ 4,000 cfm Hydrogen Sulfide Load Projection (Assuming 4,000 cfm at all times) H2S Concentrations 1 (Normal) 2( NaOCW)ff) 3 (Phoenix Of!) Pre- NaOCl 10 ppmv(l) 10 ppmv 10 ppmv Post- NaOCl 1 ppmv 10 ppmv 1 ppmv Post Phoenix 0.05 ppmv (2) 0.05 ppmv 0.5 ppmv Fan - out Stack 0.05 ppmv 0.05 ppmv 0.5 ppmv (1) Based NFPA 820 12 AC/HR (2) Assume 2,000 cfm @ 1 and 2,000 cfm @ 0 ppmv + 90% removal Odor Unit (OU/ cubic meter) Load Projection (Assuming 4,000 cfm at all times) OU Concentrations 1 (Normal) 2( NaOCl-Off) 3 (Phoenix Off) Pre- NaOCl 4,000 OUm 4,000 OU 4,000 OU Post- NaOCl 400 OU 4,000 OU 400 OU Stack 20 OU 20 OU 200 OUa) (1) Based NFPA 820 12 AC/HR (2) Assume 2,000 cfm @ 400 OU and 2,000 cfm @ 0 OU + 90% removal APPENDIX C Design Configuration - Odor Control ISCST3 Input /Output Files CANNON ROAD LIFT STATION BPIP OUTPUT SUMMARY July 2001 DHK ENGINEERS PAGE 1 BPIP (Dated: 95086) DATE : 7/9/2 TIME : 23:47: 1 BPIP Carlsbad Pump Station, Conceptual JUL02 - input file with 1 bldg and 1 st BPIP PROCESSING INFORMATION: The ST flag has been set for processing for an ISCST2 run. Inputs entered in METERS will be converted to meters using a conversion factor of 1.0000. Output will be in meters. UTMP is set to UTMN. The input is assumed to be in a local X-Y coordinate system as opposed to a UTM coordinate system. True North is in the positive Y direction. Plant north is set to .00 degrees with respect to True North. INPUT SUMMARY: Number of buildings to be processed : RECTANGL has 1 tier(s) with a base elevation of .00 METERS BUILDING TIER BLDG-TIER TIER NO. OF CORNER COORDINATES NAME NUMBER NUMBER HEIGHT CORNERS X Y RECTANGL 1 1 9.00 4 -8.20 -33.90 meters 4.00 11.00 meters 10.50 19.00 meters -15.00 -25.60 meters Number of stacks to be processed : 1 STACK STACK COORDINATES STACK NAME BASE HEIGHT X Y STACK1 9.00 9.14 METERS -8.00 -29.30 meters The following lists the stacks that have been identified as being atop the noted building-tiers. STACK BUILDING TIER NAME NO. NAME NO. NO. STACK1 1 RECTANGL 1 1 Overall GEP Summary Table (Units: meters) StkNo: 1 Stk Name:STACKl Stk Ht: 9.14 Prelim. GEP Stk.Ht: 65.00 GEP: BH: 9.00 PBW: 9.18 *Eqnl Ht: 13.50 •adjusted for a Stack-Building elevation difference of 9.00 No. of Tiers affecting Stk: 1 Direction occurred: 19.50 Bldg-Tier nos. contributing to GEP: 1 Summary By Direction Table (Units: meters) Dominate stand alone tiers: CANNON ROAD LIFT STATION BPIP OUTPUT SUMMARY July 2001 DHK ENGINEERS PAGE 2 Drtcn: 10.00 StkNo: 1 Stk Name:STACK1 Stack Ht: 9.14 GEP: BH: 9.00 PBW: 9.18 'Equation 1 Ht: 13.50 Single tier MAX: BH: 9.00 PBW: 17.37 *Wake Effect Ht: 13.50 *adjusted for a Stack-Building elevation difference of 9.00 BldNo: 1 Bid Name:RECTANGL TierNo: 1 Drtcn: 20.00 StkNo: 1 Stk Name:STACKl Stack Ht: 9.14 GEP: BH: 9.00 PBW: 9.18 'Equation 1 Ht: 13.50 Single tier MAX: BH: 9.00 PBW: 9.23 *Wake Effect Ht: 13.50 'adjusted for a Stack-Building elevation difference of 9.00 BldNo: 1 Bid Name:RECTANGL TierNo: 1 Drtcn: 30.00 StkNo: 1 Stk Name:STACKl Stack Ht: 9.14 GEP: BH: 9.00 PBW: 9.18 'Equation 1 Ht: 13.50 Single tier MAX: BH: 9.00 PBW: 11.88 'Wake Effect Ht: 13.50 'adjusted for a Stack-Building elevation difference of 9.00 BldNo: 1 Bid Name:RECTANGL TierNo: 1 Drtcn: 40.00 StkNo: 1 Stk Name:STACKl Stack Ht: 9.14 GEP: BH: 9.00 PBW: 9.18 'Equation 1 Ht: 13.50 Single tier MAX: BH: 9.00 PBW: 19.68 'Wake Effect Ht: 13.50 'adjusted for a Stack-Building elevation difference of 9.00 BldNo: 1 Bid Name:RECTANGL TierNo: 1 Drtcn: 50.00 StkNo: 1 Stk Name:STACKl Stack Ht: 9.14 GEP: BH: 9.00 PBW: 9.18 'Equation 1 Ht: 13.50 Single tier MAX: BH: 9.00 PBW: 28.50 'Wake Effect Ht: 13.50 'adjusted for a Stack-Building elevation difference of 9.00 BldNo: 1 Bid Name:RECTANGL TierNo: 1 Drtcn: 60.00 StkNo: 1 Stk Name:STACKl Stack Ht: 9.14 GEP: BH: 9.00 PBW: 9.18 'Equation 1 Ht: 13.50 Single tier MAX: BH: 9.00 PBW: 36.46 'Wake Effect Ht: 13.50 'adjusted for a Stack-Building elevation difference of 9.00 BldNo: 1 Bid Name:RECTANGL TierNo: 1 Drtcn: 70.00 StkNo: 1 Stk Name:STACKl Stack Ht: 9.14 GEP: BH: 9.00 PBW: 9.18 'Equation 1 Ht: 13.50 Single tier MAX: BH: 9.00 PBW: 43.31 'Wake Effect Ht: 13.50 'adjusted for a Stack-Building elevation difference of 9.00 BldNo: 1 Bid Name:RECTANGL TierNo: 1 Drtcn: 80.00 StkNo: 1 Stk Name:STACKl Stack Ht: 9.14 GEP: BH: 9.00 PBW: 9.18 'Equation 1 Ht: 13.50 Single tier MAX: BH: 9.00 PBW: 48.85 'Wake Effect Ht: 13.50 'adjusted for a Stack-Building elevation difference of 9.00 BldNo: 1 Bid Name:RECTANGL TierNo: 1 Drtcn: 90.00 StkNo: 1 Stk Name:STACKl Stack Ht: 9.14 GEP: BH: 9.00 PBW: 9.18 'Equation 1 Ht: 13.50 Single tier MAX: BH: 9.00 PBW: 52.90 'Wake Effect Ht: 13.50 'adjusted for a Stack-Building elevation difference of 9.00 BldNo: 1 Bid Name:RECTANGL TierNo: 1 Drtcn: 100.00 CANNON ROAD LIFT STATION BPIP OUTPUT SUMMARY DHK ENGINEERS StkNo: 1 Stk Name:STACKl Stack Ht: GEP: BH: 9.00 PBW: 9.18 *Equation 1 Ht: Single tier MAX: BH: 9.00 PBW: 55.34 *Wake Effect Ht : *adjusted for a Stack-Building elevation difference of BldNo: 1 Bid Name : RECTANGL TierNo: 1 Drtcn: 110.00 StkNo: 1 Stk Name:STACKl Stack Ht: GEP: BH: 9.00 PBW: 9.18 *Equation 1 Ht: Single tier MAX: BH: 9.00 PBW: 56.11 *Wake Effect Ht: *adjusted for a Stack-Building elevation difference of BldNo: 1 Bid Name : RECTANGL TierNo: 1 Drtcn: 120.00 StkNo: 1 Stk Name:STACKl Stack Ht: GEP: BH: 9.00 PBW: 9.18 *Equation 1 Ht: Single tier MAX: BH: 9.00 PBW: 55.16 *Wake Effect Ht: *adjusted for a Stack-Building elevation difference of BldNo: I Bid Name : RECTANGL TierNo: 1 Drtcn: 130.00 StkNo: 1 Stk Name:STACKl Stack Ht: GEP: BH: 9.00 PBW: 9.18 *Equation 1 Ht: Single tier MAX: BH: 9.00 PBW: 52.54 *Wake Effect Ht: *adjusted for a Stack-Building elevation difference of BldNo: 1 Bid Name: RECTANGL TierNo: 1 Drtcn: 140.00 StkNo: 1 Stk Name:STACKl Stack Ht: GEP: BH: 9.00 PBW: 9.18 *Equation 1 Ht: Single tier MAX: BH: 9.00 PBW: 48.33 *Wake Effect Ht: *adjusted for a Stack-Building elevation difference of BldNo: 1 Bid Name : RECTANGL TierNo: 1 Drtcn: 150.00 StkNo: 1 Stk Name : STACK1 Stack Ht: GEP: BH: 9.00 PBW: 9.18 *Equation 1 Ht: Single tier MAX: BH: 9.00 PBW: 44.38 *Wake Effect Ht: *adjusted for a Stack-Building elevation difference of BldNo: 1 Bid Name : RECTANGL TierNo: 1 Drtcn: 160.00 StkNo: 1 Stk Name:STACKl Stack Ht: GEP: BH: 9.00 PBW: 9.18 *Equation 1 Ht: Single tier MAX: BH: 9.00 PBW: 39.22 *Wake Effect Ht: *adjusted for a Stack-Building elevation difference of BldNo: 1 Bid Name : RECTANGL TierNo: 1 Drtcn: 170.00 StkNo: 1 Stk Name:STACKl Stack Ht: GEP: BH: 9.00 PBW: 9.18 *Equation 1 Ht: Single tier MAX: BH: 9.00 PBW: 32.86 *Wake Effect Ht: *adjusted for a Stack-Building elevation difference of BldNo: 1 Bid Name : RECTANGL TierNo: 1 Drtcn: 180.00 StkNo: 1 Stk Name:STACKl Stack Ht: GEP: BH: 9.00 PBW: 9.18 *Equation 1 Ht: Single tier MAX: BH: 9.00 PBW: 25.50 *Wake Effect Ht: •adjusted for a Stack-Building elevation difference of BldNo: 1 Bid Name : RECTANGL TierNo: 1 Drtcn: 190.00 StkNo: 1 Stk Name:STACKl Stack Ht: GEP: BH: 9.00 PBW: 9.18 »Equation 1 Ht : July 2001 PAGE 3 9.14 13.50 13.50 9.00 9.14 13.50 13.50 9.00 9.14 13.50 13.50 9.00 9.14 13.50 13.50 9.00 9.14 13.50 13.50 9.00 9.14 13.50 13.50 9.00 9.14 13.50 13.50 9.00 9.14 13.50 13.50 9.00 9.14 13.50 13.50 9.00 9.14 13.50 CANNON ROAD LIFT STATION BPIP OUTPUT SUMMARY DHK ENGINEERS Single tier MAX: BH: 9.00 PBW: 17.37 *Wake Effect Ht: *adjusted for a Stack-Building elevation difference of BldNo: 1 Bid Name : RECTANGL TierNo : 1 Drtcn: 200.00 StkNo: 1 Stk Name: STACK! Stack Ht: GEP: BH: 9.00 PBW: 9.18 *Equation 1 Ht : Single tier MAX: BH: 9.00 PBW: 9.23 *Wake Effect Ht: *adjusted for a Stack-Building elevation difference of BldNo: 1 Bid Name:RECTANGL TierNo : 1 Drtcn: 210.00 StkNo: 1 Stk Name:STACKl Stack Ht: GEP: BH: 9.00 PBW: 9.18 *Equation 1 Ht: Single tier MAX: BH: 9.00 PBW: 11.88 *Wake Effect Ht: *adjusted for a Stack-Building elevation difference of BldNo: 1 Bid Name : RECTANGL TierNo: 1 Drtcn: 220.00 StkNo: 1 Stk NamerSTACKl Stack Ht: GEP: BH: 9.00 PBW: 9.18 'Equation 1 Ht: Single tier MAX: BH: 9.00 PBW: 19.68 *Wake Effect Ht: 'adjusted for a Stack-Building elevation difference of BldNo: 1 Bid Name : RECTANGL TierNo: 1 Drtcn: 230.00 StkNo: 1 Stk Name:STACKl Stack Ht: GEP: BH: 9.00 PBW: 9.18 'Equation 1 Ht: Single tier MAX: BH: 9.00 PBW: 28.50 *Wake Effect Ht: 'adjusted for a Stack-Building elevation difference of BldNo: 1 Bid Name : RECTANGL TierNo: 1 Drtcn: 240.00 StkNo: 1 Stk Name:STACKl Stack Ht: GEP: BH: 9.00 PBW: 9.18 'Equation 1 Ht: Single tier MAX: BH: 9.00 PBW: 36.46 'Wake Effect Ht: 'adjusted for a Stack-Building elevation difference of BldNo: 1 Bid Name : RECTANGL TierNo: 1 Drtcn: 250.00 StkNo: 1 Stk Name:STACKl Stack Ht: GEP: BH: 9.00 PBW: 9.18 'Equation 1 Ht : Single tier MAX: BH: 9.00 PBW: 43.31 'Wake Effect Ht: 'adjusted for a Stack -Building elevation difference of BldNo: 1 Bid Name: RECTANGL TierNo: 1 Drtcn: 260.00 StkNo: 1 Stk Name:STACKl Stack Ht: GEP: BH: 9.00 PBW: 9.18 'Equation 1 Ht : Single tier MAX: BH: 9.00 PBW: 48.85 'Wake Effect Ht: 'adjusted for a Stack-Building elevation difference of BldNo: 1 Bid Name : RECTANGL TierNo: 1 Drtcn: 270.00 StkNo: 1 Stk Name:STACKl Stack Ht: GEP: BH: 9.00 PBW: 9.18 'Equation 1 Ht: Single tier MAX: BH: 9.00 PBW: 52.90 'Wake Effect Ht: 'adjusted for a Stack-Building elevation difference of BldNo: 1 Bid Name : RECTANGL TierNo: 1 Drtcn: 280.00 StkNo: 1 Stk Name:STACKl Stack Ht: GEP: BH: 9.00 PBW: 9.18 'Equation 1 Ht: Single tier MAX: BH: 9.00 PBW: 55.34 'Wake Effect Ht: 'adjusted for a Stack-Building elevation difference of July 2001 PAGE 4 13.50 9.00 9.14 13.50 13.50 9.00 9.14 13.50 13.50 9.00 9.14 13.50 13.50 9.00 9.14 13.50 13.50 9.00 9.14 13.50 13.50 9.00 9.14 13.50 13.50 9.00 9.14 13.50 13.50 9.00 9.14 13.50 13.50 9.00 9.14 13.50 13.50 9.00 CANNON ROAD LIFT STATION DHK ENGINEERS BPIP OUTPUT SUMMARY July 2001 PAGES Drtcn: 290.00 StkNo: 1 Stk Name:STACKl Stack Ht: 9.14 GEP: BH: 9.00 PBW: 9.18 'Equation 1 Ht: 13.50 Single tier MAX: BH: 9.00 PBW: 56.11 'Wake Effect Ht: 13.50 'adjusted for a Stack-Building elevation difference of 9.00 BldNo: 1 Bid Name:RECTANGL TierNo: 1 Drtcn: 300.00 StkNo: 1 Stk Name:STACKl Stack Ht: 9.14 GEP: BH: 9.00 PBW: 9.18 'Equation 1 Ht: 13.50 Single tier MAX: BH: 9.00 PBW: 55.16 'Wake Effect Ht: 13,50 'adjusted for a Stack-Building elevation difference of 9.00 BldNo: 1 Bid Name:RECTANGL TierNo: 1 Drtcn: 310.00 StkNo: 1 Stk Name:STACK1 Stack Ht: 9.14 GEP: BH: 9.00 PBW: 9.18 'Equation 1 Ht: 13.50 Single tier MAX: BH: 9.00 PBW: 52.54 'Wake Effect Ht: 13.50 'adjusted for a Stack-Building elevation difference of 9.00 BldNo: 1 Bid Name:RECTANGL TierNo: 1 Drtcn: 320.00 StkNo: 1 Stk Name:STACKl Stack Ht: 9.14 GEP: BH: 9.00 PBW: 9.18 'Equation 1 Ht: 13.50 Single tier MAX: BH: 9.00 PBW: 48.33 'Wake Effect Ht: 13.50 'adjusted for a Stack-Building elevation difference of 9.00 BldNo: 1 Bid Name:RECTANGL TierNo: 1 Drtcn: 330.00 StkNo: 1 Stk Name:STACKl GEP: BH: 9.00 PBW: 9.18 Single tier MAX: BH: 9.00 PBW: 44.38 Stack Ht: 'Equation 1 Ht: 'Wake Effect Ht: 'adjusted for a Stack-Building elevation difference of BldNo: 1 Bid Name:RECTANGL TierNo: 1 9.14 13.50 13.50 9.00 Drtcn: 340.00 StkNo: 1 Stk Name:STACKl Stack Ht: 9.14 GEP: BH: 9.00 PBW: 9.18 'Equation 1 Ht: 13.50 Single tier MAX: BH: 9.00 PBW: 39.22 'Wake Effect Ht: 13.50 'adjusted for a Stack-Building elevation difference of 9.00 BldNo: 1 Bid Name:RECTANGL TierNo: 1 Drtcn: 350.00 StkNo: 1 Stk Name:STACKl Stack Ht: 9.14 GEP: BH: 9.00 PBW: 9.18 'Equation 1 Ht: 13.50 Single tier MAX: BH: 9.00 PBW: 32.86 'Wake Effect Ht: 13.50 'adjusted for a Stack-Building elevation difference of 9.00 BldNo: 1 Bid Name:RECTANGL TierNo: 1 Drtcn: 360.00 StkNo: 1 Stk Name:STACKl GEP: BH: 9.00 PBW: 9.18 Single tier MAX: BH: 9.00 PBW: 25.50 Stack Ht: •Equation 1 Ht: 'Wake Effect Ht: 'adjusted for a Stack-Building elevation difference of BldNo: 1 Bid Name:RECTANGL TierNo: 1 9.14 13.50 13.50 9.00 Dominate combined buildings: None II t J hi it 11 i i i CANNON ROAD LIFT STATION DHK ENGINEERS ISCST3 OUTPUT FILE, ODOR UNITS July 2002 ** ** ** ISCST3 CRLSOU38.INP CRLSOU38.OOT DHK ENGINEERS 07/09/02 OU AT 38/SEC CO STARTING TITLEONE MODELOPT AVERTIME POLLUTID FLAGPOLE TERRHGTS RUNORNOT EVENTFIL ERRORFIL CO FINISHED ISCST3 RUN, CANNON ROAD LIFT STATION, JULY 2002 DFAULT RURAL CONC 1 3 24 PERIOD OTHER 3 ELEV RUN EVENTEXP. INP ERRORS. OUT SO STARTING SO LOCATION STACK1 ** Point Source ** Parameters: SO SRCPARAM STACK1 SO BUILDHGT STACK1 SO BUILDHGT STACK1 SO BUILDHGT STACK1 SO BUILDHGT STACK1 SO BUILDHGT STACK1 SO BUILDHGT STACK1 SO BUILDWID STACK1 SO BUILDWID STACK1 SO BUILDWID STACK1 SO BUILDWID STACK1 SO BUILDWID STACK1 SO BUILDWID STACK1 SO SRCGROUP ALL SO FINISHED POINT -8.0 -29.3 9.0 QS HS TS VS DS 38 9 9 9 9 9 9 17 43 52 17 43 52 9 .00 .00 .00 .00 .00 .00 .37 .31 .54 .37 .31 .54 .14 9 9 9 9 9 9 9 48 48 9 48 48 298. .00 .00 .00 .00 .00 .00 .23 .85 .33 .23 .85 .33 14 9 9 9 9 9 9 11 52 44 11 52 44 .25 .00 .00 .00 .00 .00 .00 .88 .90 .38 .88 .90 .38 0.4 9, 9, 9, 9. 9. 9. 19. 55. 39. 19. 55. 39. .00 ,00 .00 ,00 ,00 ,00 .68 ,34 22 68 34 22 9 9 9 9 9 9 28 56 32 28 56 32 .00 .00 .00 .00 .00 .00 .50 .11 .86 .50 .11 .86 9 9 9 9 9 9 36 55 25 36 55 25 .00 .00 .00 .00 .00 .00 .46 .16 .50 .46 .16 .50 RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE STARTING DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART -58. -33. -8. -8. -8. -8. 17. 42. -27. S -28. -77.5 -52.5 -27.5 -2.5 -30. -28. -28. -29 -29 -54 -79 -4 20 -29 -29 -77 -55 -52 -52 -52 -52 -49 -27 0 .3 .3 .3 .3 .3 .7 .3 .3 . .5 .0 7 7 10 14 7 7 6 10 25 16 9 10 10 28 10 10 9 .62 .62 .06 .33 .32 .32 .69 .36 .9 .2 .1 .5 .1 .9 .6 .5 .1 9 9 11 15 8 8 10 11 27 17 10 12 11 30 12 12 10 .1 .1 .5 .8 .8 .8 .2 .9 .4 .7 .6 .6 .4 .1 .6 i i kill t i fe i k i i 4 CANNON ROAD LIFT STATION DHK ENGINEERS ISCST3 OUTPUT FILE, ODOR UNITS July 2002 RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART 48. 78. 123. 153. 128. 98. 48.9 68.1 112. 30.4 -52.5 141. -27.5 -77.5 -27.5 -30. -27.5 -27.5 -2.5 127. -476.3 218.9 -60. -332.3 -284.7 -203.8 -135. 151.1 181.8 21.9 -64. -39. -500. -500. -500. -500. -500. -500. -500. -500. -500. -500. -500. -400. -400. -400. -400. -400. -400. -400. -400. -400. -400. -400. -300. -300. 5 -10 -15 -5 20 35 37 53 91 20 -52 -294 -52 -52 0 -49 -27 -77 -52 -340 68 -207 -408 263 381 296 -392 -267 -229 -404 -247 -260 -500 -400 -300 -200 -100 0 100 200 300 400 500 -500 -400 -300 -200 -100 0 100 200 300 400 500 -500 -400 . .3 .6 .9 .0 .5 .9 .2 .2 .7 .7 .8 .1 .8 .8 . 9 9 9 10 10 9 9 9 9 9 7 61 9 7 7 9 7 24 27 61 15 69 28 25 30 15 21 61 69 35 13 15 70 70 70 70 50 30 12 12 12 12 12 70 70 70 70 50 30 12 12 12 9 12 70 70 .2 .4 .5 .2 .1 .8 .14 .14 .14 .14 .6 .1 .6 .6 .1 .6 .4 .4 .5 .7 . . . .8 .4 .5 .8 .7 .2 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 12 12 12 13 13 12 10 10 10 10 9 62 10 9 9 10 9 25 28 62 16 71 30 26 31 16 23 62 71 37 15 16 71 71 71 71 51 31 13 13 13 13 13 71 71 71 71 51 31 13 13 13 10 13 71 71 .2 .4 .5 .2 .1 .8 .5 .5 .5 .5 .1 .5 .1 .1 .1 .6 .1 .9 .9 .5 .5 .2 .2 .5 .5 .5 .3 .9 .2 .3 .2 .8 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 ft I ft 4 ft I ft I ft i i j t i11 11 i i t i ft * ft I ft i CANNON ROAD LIFT STATION DHK ENGINEERS ISCST3 OUTPUT FILE, ODOR UNITS July 2002 RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART -300. -300. -300. -300. -300. -300. -300. -300. -300. -200. -200. -200. -200. -200. -200. -200. -200. -200. -200. -200. -100. -100. -100. -100. -100. -100. -100. -100. -100. -100. -100. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 100. 100. 100. 100. 100. 100. 100. 100. 100. 100. 100. 200. 200. 200. -300. -200. -100. 0. 100. 200. 300. 400. 500. -500. -400. -300. -200. -100. 0. 100. 200. 300. 400. 500. -500. -400. -300. -200. -100. 0. 100. 200. 300. 400. 500. -500. -400. -300. -200. -100. 0. 100. 200. 300. 400. 500. -500. -400. -300. -200. -100. 0. 100. 200. 300. 400. 500. -500. -400. -300. 70.0 50.0 30.0 12.0 9.0 9.0 12.0 12.0 17.0 70.0 70.0 70.0 40.0 40.0 30.0 15.0 9.0 9.0 12.0 12.0 60.0 60.0 60. 0 50.0 40.0 15.0 9.0 9.0 9.0 21.0 30.0 35.0 35.0 35.0 35.0 30.0 9.0 6.0 6.0 12.0 21.0 30.0 15.0 15.0 15.0 15.0 15.0 6.0 3.0 3.0 15.0 30.0 30.0 9.0 9.0 9.0 71.5 51.5 31.5 13.5 10.5 10.5 13.5 13.5 18.5 71.5 71.5 71.5 41.5 41.5 31.5 16.5 10.5 10.5 13.5 13.5 61.5 61.5 61.5 51.5 41.5 16.5 10.5 10.5 10.5 22.5 31.5 36.5 36.5 36.5 36.5 31.5 10.5 7.5 7.5 13.5 22.5 31.5 16.5 16.5 16.5 16.5 16.5 7.5 4.5 4.5 16.5 31.5 31.5 0.0 10.5 10.5 11 ftl ftl i) if 11 iJ ii k j CANNON ROAD LIFT STATION DHK ENGINEERS ISCST3 OUTPUT FILE, ODOR UNITS July 2002 RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART 200. 200. 200. 200. 200. 200. 200. 200. 300. 300. 300. 300. 300. 300. 300. 300. 300. 300. 300. 400. 400. 400. 400. 400. 400. 400. 400. 400. 400. 400. 500. 500. 500. 500. 500. 500. 500. 500. 500. 500. 500. -50. -50. -50. -50. -50. 0. 0. 50. 50. 50. 50. 50. -100. -100. 100. -200. -100. 0. 100. 200. 300. 400. 500. -500. -400. -300. -200. -100. 0. 100. 200. 300. 400. 500. -500. -400. -300. -200. -100. 0. 100. 200. 300. 400. 500. -500. -400. -300. -200. -100. 0. 100. 200. 300. 400. 500. -100. -50. 0. 50. 100. -50. 50. -100. -50. 0. 50. 100. 50. -50. 50. 9 5 3 3 6 18 21 30 9 3 3 3 3 3 36 18 30 35 3 3 3 3 3 3 6 22 30 30 35 3 3 3 3 36 12 21 30 35 35 25 25 25 20 9 10 9 9 10 8 6 5 20 45 4 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 10. 6. 4. 4. 7. 19. 22. 31. 10. . 7. 19. 31. 36. 4. 4. 4. 4. 4. 4. 7. 23. 31. 31. 36. 4. 4. 4. 4. 4. 7. 13. 22. 31. 36. 36. 26. 26. 26. 21. 10. 11. 10. 10. 11. 9. 7. 6. 21. 46. 5. 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 S 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 i t i I i ft. I ft, i k i CANNON ROAD LIFT STATION DHK ENGINEERS ISCST3 OUTPUT FILE, ODOR UNITS July 2002 RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART 100 -495 -478 -460 -403 -377 -375 -418 -425 -380 -376 -354 -343 -326 -316 -284 -264 -273 -222 -200 -125 -131 -140 -137 -127 -125 -98 -119 -143 -141 -119 -105 -66 -47 -34 -494 -464 -445 -402 -400 -370 -346 -280 -265 -252 -239 -235 -233 -227 -208 -182 -124 -39 -20 5 35 .3 .16 .99 .32 .79 .75 .64 .13 .41 .02 .67 .89 .8 .05 .14 .93 .39 .04 .59 .22 .78 .23 .39 .99 .19 .26 .66 .24 .16 .93 .04 .53 .27 .33 .55 .58 .35 .45 .19 .3 .76 .58 .58 .55 .73 .5 .45 .15 .05 .5 .82 .4 .23 .28 -50. 334. 358. 388. 421. 411. 385. 317. 291. 283. 315. 325. 357. 368. 393. 376. 385. 402. 455. 489. -363. -357. -349. -346. -351. -358. 497. 476. 440. 425. 405. 397. 435. 456. 497. -25. 8. 21. 93. 127. 140. 165. 195. 216. 278. 287. 280. 257. 233. 212. 205. 241. 286. 284. 266. 234. 8.0 8 26 03 91 16 58 54 99 29 25 82 75 34 87 7 15 23 32 33 7 08 51 7 44 05 46 23 09 17 9 32 54 77 22 3 6 69 4 6 7 6 79 46 95 53 78 54 02 61 15 69 3 6 81 82 25 04 89 81 30. 30. 30. 30. 30. 30. 30. 30. 30. 30. 30. 30. 30. 30. 30. 30. 30. 30. 30. 24. 24. 24. 24. 24. 24. 30. 30. 30. 30. 30. 30. 30. 30. 30. .1 6.1 .1 .1 6.1 6.1 6.1 6.1 6.1 6.1 6.1 6.1 6.1 6.1 .1 6.1 6.1 6.1 6.1 6.1 6.1 48 48 48 48 48 48 48 48 48 48 48 48 48 48 48 48 48 48 48 38 38 38 38 38 38 48 48 48 48 48 48 48 48 48 6. 6 6. 6. 6 6 6 6 6 6 6 6 6 6 6. 6 6 6 6 6 6 8.5 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 24 24 24 24 24 24 30 30 30 30 30 30 30 30 30 1 .1 1 1 .1 .1 .1 .1 .1 .1 .1 .1 .1 .1 1 .1 .1 .1 .1 .1 .1 .48 .48 .48 .48 .48 .48 .48 .48 .48 .48 .48 .48 .48 .48 .48 .48 .48 .48 .48 .38 .38 .38 .38 .38 .38 .48 .48 .48 .48 .48 .48 .48 .48 .48 CANNON ROAD LIFT STATION DHK ENGINEERS ISCST3 OUTPUT FILE, ODOR UNITS July 2002 RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART 64 83 94 38 36 53 36 -23 -66 -132 -188 -226 -250 -276 -274 -254 -251 -253 -258 -296 -329 -342 252 138 114 142 120 117 104 105 107 76 74 54 59 90 106 135 196 208 219 214 249 265 248 250 265 433 489 498 -53 -281 -268 -254 -244 -241 .69 .84 .45 .9 .71 .68 .57 .23 .03 .41 .1 .78 .52 .2 .84 .12 .39 .52 .32 .06 .11 .32 .22 .39 .99 .6 .93 .19 .95 .99 .1 .1 .29 .74 .47 .41 .41 .53 .73 .09 .4 .74 .61 .68 .83 .78 .85 .33 .86 .36 .41 .11 .83 .7 .34 .56 198. 189. 177. 141. 126. 104. - 89. 58. 11. 69. -141. -- 224 301 -328. - - - - - - - - - - - 335 335 360 423 447 465 489 497 411 381 344 -265. - - - - 268 262 262 236 -193. -173. - - - - - - - - 153 95. 90. 124 127 145 149 134 -132. - - - - - - - - - - - - 119 110 96. 69. 51. 51. 88. 80. 76. 300 497 487 -485. - - 485 497 46 87 04 02 11 73 88 14 42 31 56 .53 .16 77 .81 .89 .39 .47 .94 .69 .1 .53 .29 .66 .85 85 .59 .93 .88 .52 6.1 6.1 6.1 6.1 6.1 6.1 6.1 6.1 6.1 6.1 6.1 6. 6. 6.1 6. 6. 6. 6. 6. 6. 6.1 6. 57 57 57 57. 57 57 57 57 6 6 6 6 6 6 6 6 6 6 6 1 1 6 1 1 1 1 1 1 6 1 .91 .91 .91 91 .91 .91 .91 .91 2 57.91 31 .52 06 37 .39 .28 .28 .29 .26 42 .22 .88 82 44 56 61 98 73 05 .88 .76 .45 62 .66 .91 57. 57 57. 57. 57 57 57 57 57 57. 57 57 57. 57. 57. 57. 57. 57. 57. 15 24 24 24. 24 24 91 .91 91 91 .91 .91 .91 .91 .91 91 .91 .91 91 91 91 91 91 91 91 .24 .38 .38 38 .38 .38 • . 6 6 6 6 6 6 6 6 6 1 1 1 1 1 1 1 1 1 1 1 .1 .1 1 .1 .1 .1 .1 .1 .1 1 .1 57 57 57 57. 57 57 57 57 '. .91 .91 .91 91 .91 .91 .91 .91 57.91 57. 57 57. 57. 57 57 57 57 57 57. 57 57 57. 57. 57. 57. 57. 57. 57. 15 24 24 24. 24 24 91 .91 91 91 .91 .91 .91 .91 .91 91 .91 .91 91 91 91 91 91 91 91 .24 .38 .38 38 .38 .38 it i i li ft a l i i i i i CANNON ROAD LIFT STATION DHK ENGINEERS ISCST3 OUTPUT FILE, ODOR UNITS July 2002 RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART -314.08 -288.55 -266.86 -245.18 -239.44 -240.18 -241.86 -229.61 -228.76 -204.36 -177.01 -200.47 -201.35 -188.12 -176.81 -152.34 -138.22 -133.48 -124.99 -118.36 -116.45 -104.17 -111.54 -108.68 -100.21 -79.51 -92.57 -120.64 -96.97 -62.96 -33.62 -27.16 1.91 7.42 17.57 43.25 70.14 100.25 167.25 227.64 245.61 263.52 335.03 437.9 497.36 150.19 113.56 123.26 91.42 103.8 73.73 50.18 56.88 74.89 79.7 43.04 -498.58 12.91 12.91 -472.31 12.91 12.91 -463.92 12.91 12.91 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-215.7 48.77 48.77 -199.55 48.77 48.77 t I i i i i ii CANNON ROAD LIFT STATION DHK ENGINEERS ISCST3 OUTPUT FILE, ODOR UNITS July 2002 RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART 34 52 28 30 40 51 93 111 137 161 194 199 248 223 221 192 215 234 251 271 441 497 230 -27 -15 -6 -343 -32 -2 -45 -47 -28 -20 -14 8 22 -2 -12 -11 -23 -23 -26 -14 -32 -13 15 23 68 97 116 136 193 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36.58 -171.04 36.58 36.58 -153.14 36.58 36.58 -142.82 36.58 36.58 -129.57 36.58 36.58 -106.1 36.58 36.58 -48.77 36.58 36.58 -39.38 36.58 36.58 -41.44 36.58 36.58 -66.97 36.58 36.58 -71.76 36.58 36.58 -86.9 36.58 36.58 -83.35 36.58 36.58 -51.23 36.58 36.58 -27.65 36.58 36.58 -1.44 36.58 36.58 6.91 36.58 36.58 ft I CANNON ROAD LIFT STATION ISCST3 OUTPUT FILE, ODOR UNITS July 2002 DHK ENGINEERS RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART 250.16 380.93 497.87 -88.06 -88.03 -102.1 -89.64 -91.39 -86.67 -69.71 -57.39 -64.83 -28.02 -2.38 -27.75 -32.37 -47.36 -41.63 -47.23 -45.29 -64.07 -62.15 -31.95 10.7 - 22.97 69.11 102.93 130.2 139.63 159.39 144.44 144.5 165.25 199.23 225.63 251.17 366.87 445.18 499.88 -187.89 -187.8 -193.37 -193.28 -189.47 -193.18 -187.45 -175.18 -154.45 -146.9 -146.88 -151.53 -151.5 -143.95 -140.15 -131.7 -111.03 32.26 36.58 36.58 -1.2 36.58 36.58 41.66 36.58 36.58 -497.56 30.48 30.48 -490.03 30.48 30.48 -473.97 30.48 30.48 -418.45 30.48 30.48 -383.6 30.48 30.48 -379.85 30.48 30.48 -378.98 30.48 30.48 -356.42 30.48 30.48 -332.85 30.48 30.48 -312.28 30.48 30.48 -256.82 30.48 30.48 -241.65 30.48 30.48 -217.15 30.48 30.48 -198.26 30.48 30.48 -176.62 30.48 30.48 -164.36 30.48 30.48 -149.3 30.48 30.48 -135.1 30.48 30.48 -126.63 30.48 30.48 -107.91 30.48 30.48 39.33 30.48 30.48 -29.96 30.48 30.48 -32.02 30.48 30.48 -52.87 30.48 30.48 -63.33 30.48 30.48 -59.6 30.48 30.48 -64.39 30.48 30.48 -32.31 30.48 30.48 -17.25 30.48 30.48 -9.79 30.48 30.48 10.8 30.48 30.48 19.17 30.48 30.48 49.21 30.48 30.48 15.8 30.48 30.48 53.17 30.48 30.48 75.56 30.48 30.48 -498.12 24.38 24.38 -476.46 24.38 24.38 -454.78 24.38 24.38 -430.3 24.38 24.38 -420.89 24.38 24.38 -404.87 24.38 24.38 -385.12 24.38 24.38 -377.63 24.38 24.38 -373.94 24.38 24.38 -371.15 24.38 24.38 -364.56 24.38 24.38 -349.47 24.38 24.38 -342.88 24.38 24.38 -337.26 24.38 24.38 -329.74 24.38 24.38 -334.48 24.38 24.38 -348.68 24.38 24.38 * ' * ' ' < t ' i i ft J t < t i 1 j i i I j ft i fc ii fc i ft i i i CANNON ROAD LIFT STATION DHK ENGINEERS ISCST3 OUTPUT FILE, ODOR UNITS July 2002 RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART -96.88 -83.67 -77.98 -59.1 -39.29 -20.33 -24.05 -51.3 -53.1 -69.04 -64.23 -91.43 -79.08 -45.09 17.37 71.96 94.53 145.49 195.49 221 38 249.34 339.66 454.74 497.16 57.32 67.93 50.74 67.73 89.04 112.52 123.25 110.54 108.47 228.19 221.63 221.66 232.01 242.34 235.72 254.08 137.42 108.38 120.77 130.32 103.94 102.08 82.3 - 93.72 95.8 - 61.95 59.2 - 65.81 46.31 50.11 61.38 94.22 -342.15 24.38 24.38 -335.61 24.38 24.38 -323.39 24.38 24.38 -313.1 24.38 24.38 -303.76 24.38 24.38 -270.87 24.38 24.38 -257.67 24.38 24.38 -243.44 24.38 24.38 -220.84 24.38 24.38 -202.88 24.38 24.38 -176.53 24.38 24.38 -148.18 24.38 24.38 -121.86 24.38 24.38 -98.44 24.38 24.38 -18.64 24.38 24.38 -24.5 24.38 24.38 -32.12 24.38 24.38 -5.01 24.38 24.38 17.4 24.38 24.38 .96 24.38 24.38 63.34 24.38 24.38 41.33 24.38 24.38 91.74 24.38 24.38 102.88 24.38 24.38 496.87 30.48 30.48 486.17 30.48 30.48 450 30.48 30.48 432.89 30.48 30.48 432.81 30.48 30.48 443.37 30.48 30.48 462.51 30.48 30.48 481.74 30.48 30.48 498.8 30.48 30.48 -50.53 57.91 57.91 -41.08 57.91 57.91 -34.49 57.91 57.91 -34.53 57.91 57.91 -43.05 57.91 57.91 -51.5 57.91 57.91 -417.89 54.86 54.86 -389.19 54.86 54.86 -349.53 54.86 54.86 -311.91 54.86 54.86 -277.1 54.86 54.86 -279.83 54.86 54.86 -273.23 54.86 54.86 275.03 54.86 54.86 -244.94 54.86 54.86 194.1 54.86 54.86 -179.84 54.86 54.86 161 54.86 54.86 -155.37 54.86 54.86 -84.67 54.86 54.86 -75.27 54.86 54.86 -83.79 54.86 54.86 -114.99 54.86 54.86 CANNON ROAD LIFT STATION DHK ENGINEERS ISCST3 OUTPUT FILE, ODOR UNITS July 2002 RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART 104.58 142.14 190.16 203.4 - 209.06 209.08 213.82 250.58 256.27 242.19 239.44 218.76 215.04 206.59 221.68 239.56 252.71 321.4 - 447.52 500 -57 257.34 216.89 196.23 169.98 170.04 164.42 154.99 146.53 137.1 - 133.37 133.43 114.77 118.56 144.86 170.3 - 204.19 240.04 253.24 496.2 - -30.67 255.49 205.64 184.08 172.83 183.26 188.98 205.96 254.97 497.9 - 254.14 145.94 122.52 148.25 160.53 224.36 -114.09 54.86 54.86 -141.54 54.86 54.86 -143.61 54.86 54.86 129.54 54.86 54.86 -127.67 54.86 54.86 -122.02 54.86 54.86 -112.62 54.86 54.86 -105.23 54.86 54.86 -93.01 54.86 54.86 -82.6 54.86 54.86 -61.87 54.86 54.86 -53.32 54.86 54.86 -41.06 54.86 54.86 -34.44 54.86 54.86 -27.9 54.86 54.86 -32.68 54.86 54.86 -41.2 54.86 54.86 53.71 54.86 54.86 -73.03 54.86 54.86 .3 54.86 54.86 -304.9 67.06 67.06 -294.39 67.06 67.06 -279.24 67.06 67.06 -249 67.06 67.06 -232.05 67.06 67.06 -226.38 67.06 67.06 -229.17 67.06 67.06 -225.37 67.06 67.06 229.1 67.06 67.06 -218.73 67.06 67.06 -203.66 67.06 67.06 -158.39 67.06 67.06 -152.75 67.06 67.06 -169.8 67.06 67.06 164.25 67.06 67.06 -167.21 67.06 67.06 -152.28 67.06 67.06 -146.68 67.06 67.06 147.61 67.06 67.06 -266.12 15.24 15.24 -297.36 69.49 69.49 -282.1 69.49 69.49 -256.59 69.49 69.49 -242.42 69.49 69.49 -223.63 69.49 69.49 -206.7 69.49 69.49 -197.35 69.49 69.49 -188.12 69.49 69.49 194.7 69.49 69.49 -402.83 60.96 60.96 -377.92 60.96 60.96 -346.76 60.96 60.96 -266.81 60.96 60.96 -258.38 60.96 60.96 -311.37 60.96 60.96 RE DISCCART 254.48 -313.36 60.96 60.96 1 i CANNON ROAD LIFT STATION DHK ENGINEERS ISCST3 OUTPUT FILE, ODOR UNITS July 2002 RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART -271.7 15.24 15.24 -410.64 35.66 35.66 -288.6 15.24 -253.84 13.72 -307.29 13.72 -304.52 15.24 -243.31 13.72 -254.71 13.72 -313.02 15.24 -260.28 13.72 -173.99 70.1 -179.43 70.1 -198.12 70.1 15.24 13.72 13.72 15.24 13.72 13.72 15.24 13.72 1 1 1 1 70 70 70 70 -49.53 9.96 -62.78 -40.98 -99.57 -86.38 -86.14 -58.88 -79.82 -80.56 254.08 200.38 162.64 153.22 -198.09 70.1 146.68 164.62 189.11 211.71 242.83 266.38 256.91 -95.68 -38.27 -180.88 -113.38 -130.03 -101.41 -166.83 -85.1 -460.85 28.65 28.65 -113.15 -409.89 21.82 21.82 -390.15 21.82 -428.69 21.82 -409.79 21.82 -450.18 21.82 -427.63 21.82 -466.27 21.82 -431.29 21.82 -185.82 70.1 -172.7 70.1 -172.8 70.1 -172.89 70.1 -159.82 70.1 -159.91 70.1 -173.06 70.1 -274.35 13.72 -283.05 15.24 -390.79 21.82 -468.27 21.82 -390.99 21.82 -294.1 13.72 -408.74 21.82 70.1 70.1 70.1 70.1 70.1 70.1 70.1 13.72 15.24 21.82 21.82 21.82 13.72 21.82 .72 .7 .52 21.82 21.82 21.82 21.82. 21.82 21.82 21.82 -102 -121 -139 -164.16 -150.89 -145.39 -180.1 -62.3 -409.14 28.65 28.65 -129.32 -451.26 21.82 21.82 -80.63 -278.17 13.72 13.72 49.03 -354.95 35.66 35.66 -29.38 -419.63 28.65 28.65 -51.13 -443.09 28.65 28.65 -154.52 -391.84 21.82 21.82 77.67 -498.2 42.67 42.67 94.95 -414.46 42.67 42.67 69.67 -375.75 42.67 42.67 77.23 -368.24 42.67 42.67 68.87 -338.08 42.67 42.67 58.57 -324.85 42.67 42.67 26.46 -348.27 42.67 42.67 27.45 -335.09 42.67 42.67 8.59 -342.55 42.67 42.67 8.62 -334.08 42.67 42.67 39.01 -267.33 42.67 42.67 57.97 -235.39 42.67 42.67 I i I i 1 '• *I i 1 I I I i I 1 . j i i i i CANNON ROAD LIFT STATION DHK ENGINEERS ISCST3 OUTPUT FILE, ODOR UNITS July 2002 RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE FINISHED 28.87 11.18 30.99 9.48 • 14.27 40.76 54.89 79.3 • 90.56 115.02 161.05 172.37 195.97 230.83 211.15 179.27 194.4 219.87 235.9 253.88 398.76 493.05 -57.83 -36.2 11.23 19.8 - 66.74 42.36 41.28 -78.4 15.78 44 .94 -209.85 42.67 42.67 -157.99 42.67 42.67 -148.65 42.67 42.67 109.96 42.67 42.67 -90.2 42.67 42.67 -57.34 42.67 42.67 -55.51 42.67 42.67 75.38 42.67 42.67 -86.72 42.67 42.67 -91.53 42.67 42.67 -120.9 42.67 42.67 -116.23 42.67 42.67 -102.2 42.67 42.67 -98.56 42.67 42.67 -73.06 42.67 42.67 -37.16 42.67 42.67 -20.26 42.67 42.67 -10 42.67 42.67 -3.47 42.67 42.67 20 42.67 42.67 -18.22 42.67 42.67 13.43 42.67 42.67 -472.25 28.65 28.65 -479.87 28.65 28.65 -390.59 35.66 366.14 35.66 -403.99 35.66 -376.58 35.66 -411.42 35.66 -433.56 28.65 -430.16 35.66 -440.63 35.66 35.66 35.66 35.66 35.66 35.66 28.65 35.66 35.66 ME STARTING ME INPUTFIL PTPLU.INP (4I2,2F9.4,F6.1,I2,2F7.1) ME ANEMHGHT ME SURFDATA ME UAIRDATA ME WINDCATS ME FINISHED 10.000 METERS 99999 1990 99999 1990 1.54 3.09 SURFNAME UAIRNAME 5.14 8.23 10.80 OU STARTING RECTABLE ALLAVE FIRST-SECOND MAXTABLE ALLAVE 50 MAXIFILE 3 ALL 30.0 MAXIALL.FIL 25 MAXIFILE 24 ALL 10.0 MAXIALL.FIL 25 ** The following card was changed to use the PLOT format instead of UNFORM. POSTFILE 24 ALL PLOT PSTALL.FIL 21 POSTFILE PERIOD ALL PLOT PSTANALL.FIL 22 ** Note that the following two input cards generate PLOTFILEs with the file ** unit dynamically allocated by the ISCST program. When porting the model ** to another computer system, the user may need to specify the file units ** as is done on the previous four input cards. PLOTFILE 3 ALL 2ND PLT03ALL.FIL PLOTFILE 24 ALL 2ND PLT24ALL.FIL fc i k J hi L J CANNON ROAD LIFT STATION DHK ENGINEERS ISCST3 OUTPUT FILE, ODOR UNITS July 2002 OU FINISHED *** SETUP Finishes Successfully *** * 1 I I II II if ft I ft i 1 i 11I i CANNON ROAD LIFT STATION DHK ENGINEERS ISCST3 OUTPUT FILE, ODOR UNITS July 2002 *** ISCST3 - VERSION 00101 *** *** ISCST3 RUN, CANNON ROAD LIFT STATION, JULY 2002 *** 07/10/02 *** *** 01:03:18 **MODELOPTS: PAGE 1 CONC RURAL ELEV FLGPOL DFAULT *** MODEL SETUP OPTIONS SUMMARY *** ••Intermediate Terrain Processing is Selected • •Model Is Setup For Calculation of Average concentration Values. -- SCAVENGING/DEPOSITION LOGIC -- ••Model Uses NO DRY DEPLETION. DDPLETE - F ••Model Uses NO MET DEPLETION. HDPLETE - F ••NO WET SCAVENGING Data Provided. ••NO GAS DRY DEPOSITION Data Provided. ••Model Does NOT Use GRIDDED TERRAIN Data for Depletion Calculations ••Model Uses RURAL Dispersion. ••Model Uses Regulatory DEFAULT Options: 1. Final plume Rise. 2. Stack-tip Downwash. 3. Buoyancy-induced Dispersion. 4. Use Calms Processing Routine. 5. Not Use Missing Data Processing Routine. 6. Default Wind Profile Exponents. 7. Default Vertical Potential Temperature Gradients. 8. "Upper Bound" Values for Supersquat Buildings. 9. Mo Exponential Decay for RURAL Mode ••Model Accepts Receptors on ELEV Terrain. "Model Accepts FLAGPOLE Receptor Heights. ••Model Calculates 3 Short Term Average(s) of: 1-HR 3-HR 24-HR and Calculates PERIOD Averages ••This Run Includes: 1 Source(s); 1 Source Group(s); and €65 Receptor(s) ••The Model Assumes A Pollutant Type of: OTHER "Model Set To Continue RUNning After the Setup Testing. "Output Options Selected: Model Outputs Tables of PERIOD Averages by Receptor Model Outputs Tables of Highest Short Term Values by Receptor (RECTABLE Keyword) Model Outputs Tables of Overall Maximum Short Term Values (MAXTABLE Keyword) Model Outputs External File(s) of Threshold violations (MAXIFILE Keyword) Model Outputs External File (s) of Concurrent Values for Postprocessing (POSTFILE Keyword) Model Outputs External Filets) of High Values for Plotting (PLOTFILE Keyword) ••NOTE: The Following Flags May Appear Following CONC Values: c for Calm Hours m for Missing Hours b for Both Calm and Missing Hours ••Misc. Inputs: Anem. Hgt. (n) - 10.00 ; Decay Coef. * Emission Units = GRAMS/SEC Output Units - MICROSRAMS/M"3 0.000 Rot. Angle * 0.0 Emission Rate Unit Factor - 0.10000E+07 "Approximate Storage Requirements of Model = "Input Runs t ream File: CRLSOU38.INP ••Output Print File: CRLSOU38.OUT "Detailed Error/Message File: ERRORS. OUT ••File Created for Event Model: EVENTEXP.INP 1.3 MB of RAM. i i i i i i 1J li ft i i i ft i ft j ft j kj ft * ft j fc , fc ( CANNON ROAD LIFT STATION ISCST3 OUTPUT FILE, ODOR UNITS July 2002 DHK ENGINEERS *** ISCST3 - VERSION 00101 *** *** 1SCST3 RUN, CANNON ROAD LIFT STATION, JULY 2002 *** 07/10/02 *** *** 01:03:18 **MODELOPTS: PAGE 2 CONC RURAL ELEV FLGPOL DFAULT *** POINT SOURCE DATA *** NUMBER EMISSION RATE BASE STACK STACK STACK STACK BUILDING EMISSION RATE SOURCE PART. (GRAMS/SEC) X Y ELEV. HEIGHT TEMP. EXIT VEL. DIAMETER EXISTS SCALAR VARY ID CATS. (METERS) (METERS) (METERS) (METERS) (DEG.K) (M/SEC) (METERS) BY STACK1 0 0.38000E+02 -8.0 -29.3 9.0 9.14 298.00 14.25 0.40 YES • «. t * »* « *, J * . ft , * » Hi k j fcl fci ftJ fc •fci CANNON ROAD LIFT STATION DHK ENGINEERS ISCST3 OUTPUT FILE, ODOR UNITS July 2002 *** ISCST3 - VERSION 00101 *** *** ISCST3 RUN, CANNON ROAD LIFT STATION, JULY 2002 *** **MODELOPTS: CONG RURAL ELEV FLGPOL DFAULT *** *** 07/10/02 01:03:18 PAGE 3 GROUP ID *** SOURCE IDs DEFINING SOURCE GROUPS *** SOURCE IDs ALL STACK1 ii • i i i k i t i i i , t < ii 11 11 t j i j i i CANNON ROAD LIFT STATION DHK ENGINEERS ISCST3 OUTPUT FILE, ODOR UNITS July 2002 *** ISCST3 - VERSION 00101 *** **MODELOPTS: CONG *** ISCST3 RUN, CANNON ROAD LIFT STATION, JULY 2002 *** RURAL ELEV FLGPOL DFAULT *** DIRECTION SPECIFIC BUILDING DIMENSIONS *** *** *** 07/10/02 01:03:18 PAGE 4 SOURCE ID: STACK1 FV 1 7 13 19 25 31 BH 9.0, 9.0, 9.0, 9-0, 9.0, 9.0, BW WAK IFV 17.4, 0 2 43.3, 0 8 52.5, 0 14 17.4, 0 20 43.3, 0 26 52.5, 0 32 BH 9.0, 9.0, 9.0, 9.0, 9.0, 9.0, BW WAK 9.2, 0 48.8, 0 48.3, 0 9.2, 0 48.8, 0 48.3, 0 IFV 3 9 15 21 27 33 BH 9.0, 9.0, 9.0, 9.0, 9.0, 9.0, BW WAK 11.9, 0 52.9, 0 44.4, 0 11.9, 0 52.9, 0 44.4, 0 IFV 4 10 16 22 28 34 BH 9.0, 9.0, 9.0, 9.0, 9.0, 9.0, BW WAK 19.7, 0 55.3, 0 39.2, 0 19.7, 0 55.3, 0 39.2, 0 IFV 5 11 17 23 29 35 BH 9.0, 9.0, 9-0, 9.0, 9.0, 9.0, BW WAK 28.5, 0 56.1, 0 32.9, 0 28.5, 0 56.1, 0 32.9, 0 IFV 6 12 18 24 30 36 BH 9.0, 9.0, 9.0, 9.0, 9.0, 9.0, BW WAK 36.5, 0 55.2, 0 25.5, 0 36.5, 0 55.2, 0 25.5, 0 11 ii ii 11 11 11 ii ii 11 i i 11 11 ii 11 11 11 CANNON ROAD LIFT STATION DHK ENGINEERS *** ISCST3 - VERSION 00101 *** ISCST3 OUTPUT FILE, ODOR UNITS **MODELOPTs: CONG *** ISCST3 RUN, CANNON ROAD LIFT STATION, JULY 2002 *** RURAL ELEV FLGPOL DFAULT July 2002 ******07/10/02 01:03:18 PAGE 5 *** DISCRETE CARTESIAN RECEPTORS *** (X-COORD, Y-COORD, ZELEV, ZFLAG) (METERS) ( -58.0, ( -8.0, ( -8.0, ( 17.0, ( -27.5, ( -77.5, ( -27.5, ( -30.0, ( -28.0, ( 78.0, ( 153.0, ( 98.0, ( 68.1, ( 30.4, ( 141.0, ( -77.5, ( -30.0, ( -27.5, { 127.0, ( 218.9, ( -332.3, ( -203.8, ( 151.1, ( 21.9, ( -39.0, ( -500.0, ( -500.0, ( -500.0, ( -500.0, ( -500.0, ( -400.0, ( -400.0, ( -400.0, ( -400.0, ( -400.0, ( -400.0, ( -300.0, ( -300.0, ( -300.0, ( -300.0, ( -300.0, ( -200.0, ( -200.0, ( -200.0, ( -200.0, -29.3, -54.3, -4.3, -29.3, -77.0, -52.0, -52.0, -49.5, 0.0, -10.0, -5.0, 35.0, 53.0, 20.6, -294.9, -52.0, -49.5, -77.0, -340.9, -207.2, 263.7, 296.7, -267.1, -404.8, -260.0, -400.0, -200.0, 0.0, 200.0, 400.0, -500.0, -300.0, -100.0, 100.0, 300.0, 500.0, -400.0, -200.0, 0.0, 200.0, 400.0, -500.0, -300.0, -100.0, 100.0, 7.6, 10.1, 7.3, 8.7, 25.9, 9.1, 10.1, 10.6, 9.1, 9.4, 10.2, 9.8, 9.1, 9.1, 61.0, 7.6, 9.1, 24.4, 61.0, 69.5, 25.0, 15.0, 61.4, 35.8, 15.2, 70.0, 70.0, 30.0, 12.0, 12.0, 70.0, 70.0, 50.0, 12.0, 12.0, 12.0, 70.0, 50.0, 12.0, 9.0, 12.0, 70.0, 70.0, 40.0, 15.0, 9.1); 11.5) ; 8.8); 10.2); 27.4); 10.6) ; 11.6) ; 12.1); 10.6); 12.4); 13.2) ; 12.8) ; 10.5) ; 10.5) ( 62.5) ; 9.1); 10.6); 25.9) ; 62.5) ; 71.2) ; 26.5) ; 16.5) ; 62.9) ; 37.3) ; 16.8) ; 71.5) ; 71.5) ; 31.5); 13.5) ; 13.5) ; 71.5); 71.5); 51.5); 13. SK- IS. 5) ; 13.5); 71.5); 51.5); 13.5); 10.5); 13.5) ; 71.5) ; 71.5); 41.5) ; 16.5) ; ( -33.0, ( -8.0, ( -8.0, ( 42.0, ( -28.0, ( -52.5, ( -2.5, ( -28.0, ( 48.0, ( 123.0, ( 128.0, ( 48.9, ( 112.0, ( -52.5, ( -27.5, ( -27.5, ( -27.5, ( -2.5, ( -476.3, ( -60.0, ( -284.7, ( -135.0, ( 181.8, ( -64.0, ( -500.0, ( -500.0, ( -500.0, ( -500.0, ( -500.0, ( -500.0, ( -400.0, ( -400.0, ( -400.0, ( -400.0, ( -400.0, ( -300.0, ( -300.0, ( -300.0, ( -300.0, ( -300.0, ( -300.0, ( -200.0, ( -200.0, ( -200.0, ( -200.0, -29.3, -79.3, 20.7, -29.3, -55.0, -52.0, -52.0, -27.0, 5.0, -15.0, 20.0, 37.3, 91.0, -52.0, -52.0, 0.0, -27.0, -52.0, 68.2, -408.0, 381.0, -392.8, -229.8, -247.0, -500.0, -300.0, -100.0, 100.0, 300.0, 500.0, -400.0, -200.0, 0.0, 200.0, 400.0, -500.0, -300.0, -100.0, 100.0, 300.0, 500.0, -400.0, -200.0, 0.0, 200.0, 7.6, 14.3, 7.3, 10.4, 16.2, 10.5, 28.9, 10.5, 9.2, 9.5, 10.1, 9.1, 9.1, 7.6, 9.1, 7.6, 7.6, 27.4, 15.0, 28.7, 30.0, 21.8, 69.5, 13.7, 70.0, 70.0, 50.0, 12.0, 12.0, 12.0, 70.0, 70.0, 30.0, 12.0, 9.0, 70.0, 70.0, 30.0, 9.0, 12.0, 17.0, 70.0, 40.0, 30.0, 9.0, <J.l) : 15.8) ; 8.8) ; 11.9) ; 17.7); 12.0) ; 30.4) ; 12.0) ; 12.2) ; 12.5) ; 13.1) ; 10.5) ; 10.5) ; 9.1) ; 10.1) ; 9.1); 9.1) ; 28.9); 16.5) ; 30.2) ; 31.5) ; 23.3) ; 71.2) ; 15.2) ; 71.5) ; 71.5); 51.5); 13.5) ; 13.5) ; 13.5); 71.5) ; 71.5); 31.5); 13.5) ; 10.5) ; 71.5) ; 71.5); 31.5) ; 10.5) ; 13.5); 18.5) ; 71.5); 41.5) ; 31.5); 10.5) ; i i t i ft i ft i ii ft i if 11 ft j ft j ft ISCST3 OUTPUT FILE, ODOR UNITSCANNON ROAD LIFT STATION DHK ENGINEERS *** ISCST3 - VERSION 00101 *** *** ISCST3 RUN, CANNON ROAD LIFT STATION, JULY 2002 **MODELOPTS: CONG RURAL KLEV FLGPOL DFAULT July 2002 *** *** 07/10/02 01:03:18 PAGE 6 *** DISCRETE CARTESIAN RECEPTORS *** (X-COORD, Y-COORD, ZELEV, ZFLAG) (METERS) ( -200.0, ( -200.0, ; -loo.o, ( -100.0, ( -100.0, ( -100.0, ( -100.0, ( 0.0, ( 0.0, ( 0.0, ( 0.0, ( 0.0, ( 0.0, ( 100.0, ( 100.0, ( 100.0, ( 100.0, ( 100.0, ( 200.0, ( 200.0, ( 200.0, ( 200.0, ( 200.0, ( 200.0, ( 300.0, ( 300.0, 300.0, 300.0, 300.0, 400.0, 400.0, 400.0, 400.0, ( 400.0, ( 400.0, ( 500.0, ( 500.0, ( 500.0, ( 500.0, ( 500.0, ( -50.0, ( -50.0, ( -50.0, 1 n oI u . w , ( 50.0, 300.0, 500.0, -400.0, -200.0, 0.0, 200.0, 400.0, -500.0, -300.0, -100.0, 100.0, 300.0, 500.0, -400.0, -200.0, 0.0, 200.0, 400.0, -500.0, -300.0, -100.0, 100.0, 300.0, 500.0, -400.0, -200.0, 0.0, 200.0, 400.0, -500.0, -300.0, -100.0, 100.0, 300.0, 500.0, -400.0, -200.0, 0.0, 200.0, 400.0, -100.0, 0.0, 100.0, 50.0, -50.0, 9.0, 12.0, 60.0, 50.0, 15.0, 9.0, 21.0, 35.0, 35.0, 30.0, 6.0, 12.0, 30.0, 15.0, 15.0, 6.0, 3.0, 30.0, 9.0, 9.0, 5.0, 3.0, 18.0, 30.0, 3.0, 3.0, 3.0, 6.0, 30.0, 3.0, 3.0, 3.0, 6.0, 30.0, 35.0, 3.0, 3.0, 6.0, 21.0, 35.0, 25.0, 25.0, 9.0, 9.0, 10.0, 10.5) ; 13.5) ; 61.5) ; 51.5); 16.5); 10.5) ; 22.5); 36.5) ; 36.5) ; 31.5) ; 7.5); 13.5); 31.5) ; 16.5) ; 16.5) ; 7.5); 4.5); 31.5); 0.0); 10.5); 6.5); 4.5); 19.5); 31.5); 4.5) j 4.5); 4.5); 7.5); 31.5); 4.5); 4.5); 4.5); 7.5); 31.5); 36.5) ; 4.5); 4.5); 7.5); 22.5) ; 36.5); 26.5) ; 26.5) ; 10.5) ; 10.5); 11.5); ( -200.0, ( -100.0, ( -100.0, ( -100.0, ( -100.0, ( -100.0, ( -100.0, ( 0.0, ( 0.0, ( 0.0, ( 0.0, ( 0.0, ( 100.0, ( 100.0, ( 100.0, ( 100.0, ( 100.0, ( 100.0, ( 200.0, ( 200.0, ( 200.0, ( 200.0, ( 200.0, ( 300.0, ( 300.0, ( 300.0, ( 300.0, ( 300.0, ( 300.0, ( 400.0, ( 400.0, ( 400.0, ( 400.0, ( 400.0, ( 500.0, ( 500.0, ( 500.0, ( 500.0, ( 500.0, ( 500.0, ( -50.0, ( -50.0, ( 0.0, ( 50.0, ( 50.0, 400.0, -500.0, -300.0, -100.0, 100.0, 300.0, 500.0, -400.0, -200.0, 0.0, 200.0, 400.0, -500.0, -300.0, -100.0, 100.0, 300.0, 500.0, -400.0, -200.0, 0.0, 200.0, 400.0, -500.0, -300.0, -100.0, 100.0, 300.0, 500.0, -400.0, -200.0, 0.0, 200.0, 400.0, -500.0, -300.0, -100.0, 100.0, 300.0, 500.0, -50.0, 50.0, -50.0, -100.0, 0.0, 12.0, 60.0, 60.0, 40.0, 9.0, 9.0, 30.0, 35.0, 35.0, 9.0, 6.0, 21.0, 15.0, 15.0, 15.0, 3.0, 15.0, 30.0, 9.0, 9.0, 3.0, 6.0, 21.0, 9.0, 3.0, 3.0, 3.0, 18.0, 35.0, 3.0, 3.0, 3.0, 22.0, 30.0, 3.0, 3.0, 3.0, 12.0, 30.0, 35.0, 25.0, 20.0, 10.0, 9.0, 8.0, 13.5) ; 61.5) ; 61.5) ; 41.5) ; 10.5) ; 10.5) ; 31.5) ; 36.5) ; 36.5) ; 10.5) ; 7.5); 22.5) ; 16.5) ; 16.5) ; 16.5) ; 4.5); 16.5); 31.5) ; 10.5); 10.5) ; 4.5); 7.5); 22.5) ; 10.5) ; 4.5); 4.5) ; 4.5) ; 19.5) ; 36.5); 4.5) j r 4.5) ; 4.5); 23.5) ; 31.5) ; 4.5) ; 4.5); 4.5); 13.5) ; 31.5) ; 36.5) ; 26.5) ; 21.5) ; 11.5); 10.5) ; 9.5) ; II i i i J i i li i i i i ii i i 11 i i ft J t i ft Ji fc i fti fti CANNON ROAD LIFT STATION DHK ENGINEERS ISCST3 OUTPUT FILE, ODOR UNITS July 2002 *** ISCST3 - VERSION 00101 *** RURAL ELEV FLGPOL DFAULT *** ISCST3 RUN, CANNON ROAD LIFT STATION, JULY 2002 *** **MODELOPTS: CONG »** DISCRETE CARTESIAN RECEPTORS *** (X-COORD, Y-COORD, ZELEV, ZFLAG) (METERS) ( 50.0, ( -100.0, ( 100.0, ( -495.3, ( -461.0, ( -377.6, ( -418.6, ( -380.4, ( -354.7, ( -326.8, ( -284.1, ( -273.4, ( -200.6, ( -131.8, ( -137.4, ( -125.2, ( -119.7, { -141.2, ( -105.0, ( -47.3, ( -494.5, ( -445.4, ( -400.2, ( -346.8, ( -265.6, { -239.7, ( -233.4, ( -208.1, ( -124.8, ( -20.2, ( 35.0, ( 83.8, ( 38.9, ( 53.7, ( -23.2, ( -132.4, ( -226.8, ( -276.2, ( -254.1, ( -253.5, ( -296.1, ( -342.3, ( 138.4, ( 142.6, ( 117. 2, 50.0, 50.0, 50.0, 334.8, 388.0, 411.2, 317.5, 283.3, 325.8, 368.3, 376.7, 402.2, 489.3, -357.1, -346.7, -358.0, 476.2, 425.2, 397.3, 456.8, -25.3, 21.4, 127.8, 165.9, 216.8, 287.0, 257.1, 212.3, 241.8, 284.0, 234.8, 189.9, 141.0, 104.7, 58.1, -69.3, -224.5, -328.8, -335.9, -423.5, -465.7, -497.5, -381.7, -265.9, -262.9, 6.0, 20.0, 4.0, 30.5, 30.5, 30.5, 30.5, 30.5, 30.5, 30.5, 30.5, 30.5, 30.5, 24.4, 24.4, 24.4, 30.5, 30.5, 30.5, 30.5, 6.1, 6.1, 6.1, 6.1, 6.1, 6.1, 6.1, 6.1, 6.1, 6.1, 6.1, 6.1, 6.1, 6.1, 6.1, 6.1, 6.1, 6.1, 6.1, 6.1, 6.1, 6.1, 57.9, 57.9, 57.9, 7.5); 21.5) ; 5.5); 30.5); 30.5) ; 30.5); 30.5); 30.5); 30.5); 30.5); 30.5) ; 30.5); 30.5) ; 24.4); 24.4); 24.4); 30.5) ; 30.5); 30.5); 30.5) ; 6.1); 6.1) ; 6.1); 6.1); 6.1); 6.1); 6.1); 6.1) ; 6.1); 6.1); 6.1); 6.1); 6.1); 6.1); 6.1) ; 6.1); 6.1); 6.1) ; 6.1); 6.1); 6.1) ; 6.1) ; 57.9); 57.9) ; 57.9) ; ( 50.0, ( -100. 0, ( 100.0, ( -478.2, ( -403.3, ( -375.8, ( -425.1, ( -376.0, ( -343.9, ( -316.0, ( -264.9, ( -222.0, ( -125.2, ( -140.2, ( -128.0, ( -98.3, ( -143.2, ( -119.9, ( -66.5, ( -34.3, ( -464.6, ( -402.5, ( -370.3, ( -280.6, ( -252.6, ( -235.5, ( -227.1, ( -182.5, ( -39.4, ( 5.3, ( 64.7, ( 94.4, ( 36.7, ( 36.6, ( -66.0, ( -188.1, ( -250.5, ( -274.8, ( -251.4, ( -258.3, ( -329.1, ( 252.2, ( 115.0, ( 120.9, ( 104.9, 100.0, -50.0, -50.0, 358.3, 421.9, 385.6, 292.0, 315.3, 357.8, 393.9, 385.1, 455.3, -363.7, -349.5, -351.4, 497.5, 440.1, 405.9, 435.5, 497.2, 8.7, 93.7, 140.5, 195.5, 278.5, 280.6, 233.7, 205.8, 286.3, 266.9, 198.5, 177.0, 126.1, 89.9, 11.4, -141.6, -301.2, -335.8, -360.4, -447.9, -489.1, -411.3, -344.9, -268.6, -262.9, 5.0, 45.0, 8.0, 30.5, 30.5, 30.5, 30.5, 30.5, 30.5, 30.5, 30.5, 30.5, 24.4, 24.4, 24.4, 30.5, 30.5, 30.5, 30.5, 30.5, 6.1, 6.1, 6.1, 6.1, 6.1, 6.1, 6.1, 6.1, 6.1, 6.1, 6.1, 6.1, 6.1, 6.1, 6.1, 6.1, 6.1, 6.1, 6.1, 6.1, 6.1, 57.9, 57.9, 57.9, 57.9, 6.5) ; 46.5) ; 8.5) ; 30.5) ; 30.5) ; 30.5) ; 30.5) ; 30.5) ; 30.5) ; 30.5) ; 30.5) ; 30.5) ; 24.4) ; 24.4); 24.4); 30.5) ; 30.5) ; 30.5) ; 30.5); 30.5) ; 6.1) ; 6.1) ; 6.1) ; 6.1) ; : 6.1) ; 6.1) ; 6.1) ; r 6.1) ; 6.1) ; 6.1); 6.1) J r 6.1) ; 6.1) ; 6.1) t ; 6.1); 6.1) ; 6.1) j ; 6.1) ; 6.1) i r 6.1) ; 6.1) ; 57.9) ; 57.9) ; 57.9) ; 57.9) ; 01:03:18 PAGE 7 11 li II i i 11 t i ii tt I It 11 ft i ft i i i i i ft i i i i i CANNON ROAD LIFT STATION DHK ENGINEERS ISCST3 OUTPUT FILE, ODOR UNITS July 2002 *** ISCST3 - VERSION 00101 ****** RURAL ELEV ' FLGPOL DFA0LT *** ISCST3 RUN, CANNON ROAD LIFT STATION, JULY 2002 *** **MODELOPTS: CONG *** DISCRETE CARTESIAN RECEPTORS *** (X-COORD, Y-COORD, ZELEV, ZFLAG) (METERS) ( 106.0, ( 76.1, ( 54.7, ( 90.4, ( 135.5, ( 208.1, ( 214.7, ( 265.7, ( 250.8, ( 433.3, ( 498.4, ( -281.1, ( -254.7, ( -241.6, ( -288.5, ( -245.2, ( -240.2, ( -229.6, ( -204.4, ( -200.5, ( -188.1, ( -152.3, ( -133.5, ( -118.4, ( -104.2, ( -108.7, ( -79.5, ( -120.6, ( -63.0, ( -27.2, ( 7.4, ( 43.3, ( 100.3, ( 227.6, ( 263.5, ( 437.9, ( 150.2, ( 123.3, ( 103.8, ( 50.2, ( 74.9, ( 43.0, ( 52.6, ( 30.3, ( 51.1, -236.5, -173.3, -95.1, -124.4, -145.3, -134.3, -119.2, -96.8, -51.6, -89.0, -76.1, -497.8, -485.6, -497.9, -472.3, -460.2, -382.1, -329.4, -374.7, -340.8, -313.5, -315.6, -309.0, -295.0, -277.1, -227.2, -233.0, -153.7, -91.8, -61.0, -18.0, -9.7, -15.2, 52.1, 76.5, 120.1, -496.6, -397.6, -316.5, -301.3, -242.1, -199.6, -150.6, -81.8, -62.1, 57.9, 57.9, 57.9, 57.9, 57.9, 57.9, 57.9, 57.9, 57.9, 57.9, 57.9, 24.4, 24.4, 24.4, 12.9, 12.9, 12.9, 12.9, 12.9, 12.9, 12.9, 12.9, 12.9, 12.9, 12.9, 12.9, 12.9, 12.9, 12.9, 12.9, 12.9, 12.9, 12.9, 12.9, 12.9, 12.9, 48.8, 48.8, 48.8, 48.8, 48.8, 48.8, 48.8, 48.8, 48.8, 57.9); 57.9); 57.9); 57.9) ; 57.9) ; 57.9) ; 57.9); 57.9); 57.9) ; 57.9); 57.9) ; 24'. 4); 24.4); 24.4) ; 12.9); 12.9) ; 12.9) ; 12.9) ; 12.9); 12.9); 12.9); 12.9) ; 12.9); 12.9); 12.9); 12.9) ; 12.9); 12.9); 12.9); 12.9); 12.9) ; 12.9) ; 12.9); 12.9) ; 12.9); 12.9); 48.8); 48.8) ; 48.8); 48.8) ; 48.8) ; 48.8) ; 48.8); 48.8) ; 48.8) ; ( 107.1, ( 74.3, ( 59.5, ( 106.4, ( 196.7, ( 219.4, ( 249.6, ( 248.8, ( 265.9, ( 489.9, ( -53.4, ( -268.8, ( -244.3, ( -314.1, ( -266.9, ( -239.4, ( -241.9, ( -228.8, ( -177.0, ( -201.4, ( -176.8, ( -138.2, ( -125.0, ( -116.4, ( -111.5, ( -100.2, ( -92.6, ( -97.0, ( -33.6, ( 1.9, ( 17.6, ( 70.1, ( 167.3, ( 245.6, ( 335.0, ( 497.4, ( 113.6, ( 91.4, ( 73.7, ( 56.9, ( 79.7, ( 34.7, ( 28.3, ( 40.7, ( 93.3, -193.2, -153.5, -90.4, -127.3, -149.3, -132.4, -110.9, -69.4, -51.6, -80.7, -300.9, -487.5, -485.7, -498.6, -463.9, -434.8, -329.4, -352.9, -364.4, -324.8, -310.8, -315.6, -305.3, -287.5, -236.6, -227.3, -200.0, -119.9, -56.2, -29.6, -12.6, -9.4, 20.3, 71.8, 62.1, 154.7, -472.9, -353.2, -299.5, -272.1, -215.7, -164.7, -105.3, -65.8, -100.9, 57.9, 57.9, 57.9, 57.9, 57.9, 57.9, 57.9, 57.9, 57.9, 57.9, 15.2, 24.4, 24.4, 12.9, 12.9, 12.9, 12.9, 12.9, 12.9, 12.9, 12.9, 12.9, 12.9, 12.9, 12.9, 12.9, 12.9, 12.9, 12.9, 12.9, 12.9, 12.9, 12.9, 12.9, 12.9, 12.9, 48.8, 48.8, 48.8, 48.8, 48.8, 48.8, 48.8, 48.8, 48.8, 57.9) ; 57.9) ; 57.9) ; 57.9) ; 57.9) ; 57.9) ; 57.9) ; 57.9) ; 57.9) ; 57.9) ; 15.2) ; 24.4); 24.4) ; 12.9) ; 12.9) ; 12.9) ; 12.9) ; 12.9) ; 12.9); 12.9) ; 12.9) ; 12.9) ; 12.9) ; 12.9) ; 12.9) ; 12.9) ; 12.9) ; 12.9) ; 12.9) ; 12.9) ; 12.9) ; 12.9) ; 12.9) ; 12.9) ; 12.9) ; 12.9) ; 48.8) ; 48.8); 48.8) ; 48.8) ; 48.8) ; 48.8) ; 48.8) ; 48.8) ; 48.8) ; *** *** 07/10/02 01:03:18 PAGE 8 ft t * 4 ft i CANNON ROAD LIFT STATION DHK ENGINEERS ISCST3 OUTPUT FILE, ODOR UNITS July 2002 *** ISCST3 - VERSION 00101 *** RURAL ELEV FLGPOL DFAULT *** ISCST3 RUN, CANNON ROAD LIFT STATION, JULY 2002 *** **MODELOPTs: CONG *** DISCRETE CARTESIAN RECEPTORS *** (X-COORD, Y-COORD, ZELEV, ZFLAG) (METERS) ( 111.2, ( 161.0, ( 199. 7, ( 223.4, ( 192.4, ( 234.9, ( 271.6, ( 497.6, ( -27.8, ( -6.7, ( -32.0, ( -45.2, ( -28.1, ( -14.9, ( 22.1, ( -12.6, ( -23.8, ( -26.5, ( -33.0, ( 15.4, ( 68.1, ( 117.0, ( 193.2, ( 155.8, ( 229.4, ( 380.9, ( -88.1, ( -102.1, ( -91.4, ( -69.7, ( -64.8, ( -2.4, ( -32.4, ( -41.6, ( -45.3, ( -62.2, ( 10.7, ( 69.1, ( 130.2, ( 159.4, ( 144.5, ( 199.2, ( 251.2, ( 445.2, ( -187.9, -100.9, -133.1, -108.8, -78.8, -38.2, -17.6, -19.6, -29.0, -496.9, -410.3, -378.2, -360.2, -331.1, -319.9, -243.7, -222.9, -196.5, -153.1, -129.6, -48.8, -41.4, -71.8, -83.3, -27.6, 6.9, -1.2, -497.6, -474.0, -383.6, -379.0, -332.9, -256.8, -217.1, -176.6, -149.3, -126.6, -39.3, -32.0, -63.3, -64.4, -17.3, 10.8, 49.2, 53.2, -498.1, 48.8, 48.8, 48.8, 48.8, 48.8, 48.8, 48.8, 48.8, 36.6, 36.6, 36.6, 36.6, 36.6, 36.6, 36.6, 36.6, 36.6, 36.6, 36.6, 36.6, 36.6, 36.6, 36.6, 36.6, 36.6, 36.6, 30.5, 30.5, 30.5, 30.5, 30.5, 30.5, 30.5, 30.5, 30.5, 30.5, 30.5, 30.5, 30.5, 30.5, 30.5, 30.5, 30.5, 30.5, 24.4, 48.8) ; 48.8); 48.8) ; 48.8) ; 48.8) ; 48.8) ; 48.8) ; 48.8) ; 36.6) ; 36.6) ; 36.6) ; 36.6) ; 36.6) ; 36.6) ; 36.6) ; 36.6) ; 36.6) ; 36.6); 36.6) ; 36.6) ; 36.6) ; 36.6); 36.6); 36.6) ; 36.6) ; 36.6) ; 30.5); 30.5) ; 30.5); 30.5) ; 30.5); 30.5); 30.5) ; 30.5); 30.5) ; 30.5); 30.5); 30.5); 30.5); 30.5) ; 30.5); 30.5); 30.5); 30.5); 24.4) ; ( 137.5, ( 194.0, ( 248.7, ( 221.5, ( 215.1, ( 251.8, ( 442.0, ( 230.1, ( -15.4, ( -343.0, ( -2.8, ( -47.9, ( -20.6, ( 8.9, ( -2.3, ( -11.6, ( -23.7, ( -14.2, ( -13.1, ( 23.9, ( 97.2, ( 136.7, ( 165.1, ( 198.2, ( 250.2, ( 497.9, ( -88.0, ( -89.6, ( -86.7, ( -57.4, ( -28.0, ( -27.8, ( -47.4, ( -47.2, ( -64.1, ( -32.0, ( 23.0, ( 102.9, ( 139.6, ( 144.4, ( 165.3, ( 225.6, ( 366.9, ( 499.9, ( -187.8, -122.7, -123.8, -100.5, -64.6, -21.3, -23.3, -49.5, -43.0, -468.6, -396.1, -371.7, -342.3, -331.1, -259.7, -237.0, -207.8, -171.0, -142.8, -106.1, -39.4, -67.0, -86.9, -51.2, -1.4, 32.3, 41.7, -490.0, -418.5, -379.9, -356.4, -312.3, -241.6, -198.3, -164.4, -135.1, -107.9, -30.0, -52.9, -59.6, -32.3, -9.8, 19.2, 15.8, 75.6, -476.5, 48.8, 48.8, 48.8, 48.8, 48.8, 48.8, 48.8, 60.3, 36.6, 36.6, 36.6, 36.6, 36.6, 36.6, 36.6, 36.6, 36.6, 36.6, 36.6, 36.6, 36.6, 36.6, 36.6, 36.6, 36.6, 36.6, 30.5, 30.5, 30.5, 30.5, 30.5, 30.5, 30.5, 30.5, 30.5, 30.5, 30.5, 30.5, 30.5, 30.5, 30.5, 30.5, 30.5, 30.5, 24.4, 48.8) ; 48.8) ; 48.8); 48.8) ; 48.8) ; 48.8) ; 48.8) ; 60.3); 36.6) ; 36.6) ; 36.6) ; 36.6) ; 36.6) ; 36.6) ; 36.6); 36.6) ; 36.6) ; 36.6) ; 36.6) ; 36.6) ; 36.6) ; 36.6) ; 36.6); 36.6) ; 36.6) ; 36.6) ; 30.5) ; 30.5) ; 30.5) ; 30.5) ; 30.5) ; 30.5) ; 30.5) ; 30.5) ; 30.5) ; 30.5) ; 30.5) ; 30.5); 30.5) ; 30.5) ; 30.5); 30.5); 30.5) ; 30.5) ; 24.4) ; *** *** 07/10/02 01:03:18 PAGE 9 ti i i ii ii li i i ii 11 ij 11 li fc J fc J Li fc, J fc J i i fc J CANNON ROAD LIFT STATION DHK ENGINEERS ISCST3 OUTPUT FILE, ODOR UNITS July 2002 *** ISCST3 - VERSION 00101 *** RURAL BLEV FLGPOL DFAULT *** ISCST3 RUN, CANNON ROAD LIFT STATION, JULY 2002 *** **MODELOPTs: CONG k* DISCRETE CARTESIAN RECEPTORS *** (X-COORD, Y-COORD, ZELEV, ZFLAG) (METERS) ( -193.4, ( -189.5, ( -187.4, ( -154.4, ( -146.9, ( -151.5, ( -140.1, ( -111.0, ( -83.7, ( -59.1, ( -20.3, ( -51.3, ( -69.0, ( -91.4, ( -45.1, ( 72.0, ( 145.5, ( 221.0, ( 339.7, ( 497.2, ( 67.9, ( 67.7, ( 112.5, ( 110.5, ( 228.2, ( 221.7, ( 242.3, ( 254.1, ( 108.4, ( 130.3, ( 102.1, ( 93.7, ( 62.0, ( 65.8, ( 50.1, ( 94.2, ( 142.1, ( 203.4, ( 209.1, ( 250.6, ( 242.2, ( 218.8, ( 206.6, ( 239.6, ( 321.4, -454.8, -420.9, -385.1, -373.9, -364.6, -342.9, -329.7, -348.7, -335.6, -313.1, -270.9, -243.4, -202.9, -148.2, -98.4, -24.5, -5.0, 39.0, 41.3, 102.9, 486.2, 432.9, 443.4, 481.7, -50.5, -34.5, -43.0, -417.9, -349.5, -277.1, -273.2, -244.9, -179.8, -155.4, -75.3, -115.0, -141.5, -129.5, -122.0, -105.2,, -82.6, -53.3, -34.4, -32.7, -53.7, 24.4, 24.4, 24.4, 24.4, 24.4, 24.4, 24.4, 24.4, 24.4, 24.4, 24.4, 24.4, 24.4, 24.4, 24.4, 24.4, 24.4, 24.4, 24.4, 24.4, 30.5, 30.5, 30.5, 30.5, 57.9, 57.9, 57.9, 54.9, 54.9, 54.9, 54.9, 54.9, 54.9, 54.9, 54.9, 54.9, 54.9, 54.9, 54.9, 54.9, 54.9, 54.9, 54.9, 54.9, 54.9, 24.4) ; 24.4); 24.4); 24.4) ; 24.4) ; 24.4); 24.4); 24.4) ; 24.4); 24.4) ; 24.4); 24.4); 24.4); 24.4); 24.4); 24.4); 24.4) ; 24.4); 24.4) ; 24.4); 30.5); 30.5); 30.5); 30.5); 57.9) ; 57.9); 57.9) ; 54.9) ; 54.9); 54.9); 54.9); 54.9) ; 54.9) ; 54.9) ; 54.9); 54.9) ; 54.9); 54.9) ; 54.9) ; 54.9) ; 54.9); 54.9) ; 54.9) ; 54.9); 54.9) ; ( -193.3, ( -193.2, ( -175.2, ( -146.9, ( -151.5, ( -143.9, ( -131.7, ( -96.9, ( -78.0, ( -39.3, ( -24.0, ( -53.1, ( -64.2, ( -79.1, ( 17.4, ( 94.5, ( 195.5, ( 249.3, ( 454.7, ( 57.3, ( 50.7, ( 89.0, ( 123.3, ( 108.5, ( 221.6, ( 232.0, ( 235.7, ( 137.4, ( 120.8, ( 103.9, ( 82.3, ( 95.8, ( 59.2, ( 46.3, ( 61.4, ( 104.6, ( 190.2, ( 209.1, ( 213.8, ( 256.3, ( 239.4, ( 215.0, ( 221.7, ( 252.7, ( 447.5, -430.3, -404.9, -377.6, -371.1, -349.5, -337.3, -334.5, -342.1, -323.4, -303.8, -257.7, -220.8, -176.5, -121.9, -18.6, -32.1, 17.4, 63.3, 91.7, 496.9, 450.0, 432.8, 462.5, 498.8, -41.1, -34.5, -51.5, -389.2, -311.9, -279.8, -275.0, -194.1, -161.0, -84.7, -83.8, -114.1, -143.6, -127.7, -112.6, -93.0, -61.9, -41.1, -27.9, -41.2, -73.0, 24.4, 24.4, 24.4, 24.4, 24.4, 24.4, 24.4, 24.4, 24.4, 24.4, 24.4, 24.4, 24.4, 24.4, 24.4, 24.4, 24.4, 24.4, 24.4, 30.5, 30.5, 30.5, 30.5, 30.5, 57.9, 57.9, 57.9, 54.9, 54.9, 54.9, 54.9, 54.9, 54.9, 54.9, 54.9, 54.9, 54.9, 54.9, 54.9, 54.9, 54.9, 54.9, 54.9, 54.9, 54.9, 24.4); 24.4) ; 24.4) ; 24 . 4 ) ,• 24.4); 24.4); 24.4) ; 24.4) ; 24.4) ; 24.4); 24.4) ; 24.4) ; 24.4) ; 24.4) ; 24.4) ; 24.4) ; 24.4) ; 24.4); 24.4) ; 30.5) ,- 30.5) ; 30.5) ; 30.5) ; 30.5) ; 57.9) ; 57.9) ; 57.9) ; 54.9) ; 54.9) ; 54.9) ; 54.9) ; 54.9) ; 54.9) ; 54.9); 54.9) ; 54.9) ; 54.9) ; 54.9) ; 54.9) ; 54.9) ; 54.9) ; 54.9) ; 54.9) ; 54.9) ; 54.9) ; *** It** 07/10/02 01:03:18 PAGE 10 i i ii i i i i ii ii i i i 11 11 11 11 ft i ii i i 11 CANNON ROAD LIFT STATION DHK ENGINEERS ISCST3 OUTPUT FILE, ODOR UNITS L-/A111. l^l-IVJJl -*l_fl_f*«-l_r *** ISCST3 - VERSION 00101 *** *** ISCST3 RUN, CANNON ROAD LIFT STATION, JULY 2002 *** **MODELOPTS: CONC RURAL ELEV FLGPOL DFAULT July 2002 *** *** 07/10/02 01:03:18 PAGE 11 *** DISCRETE CARTESIAN RECEPTORS *** (X-COORD, Y-COORD, ZELEV, ZFLAG) (METERS) ( 500.0, ( 216.9, ( 170.0, ( 164.4, ( 146.5, ( 133.4, ( 114.8, ( 144.9, ( 204.2, ( 253.2, ( -30.7, ( 205.6, ( 172.8, ( 189.0, ( 255.0, ( 254.1, ( 122.5, ( 160.5, ( 254.5, ( 10.0, ( -41.0, ( -86.4, ( -58.9, ( -80.6, ( 200.4, ( 153.2, ( 164.6, ( 211.7, ( 266.4, ( -95.7, ( -180.9, ( -130.0, ( -166.8, ( -113.2, ( -121.7, ( -164.2, ( -145.4, ( -62.3, ( -80.6, ( -29.4, ( -154.5, ( 94.9, ( 77.2, ( 58.6, ( 27.5, -57.3, -294.4, -249.0, -226.4, -225.4, -218.7, -158.4, -169.8, -167.2, -146.7, -266.1, -282.1, -242.4, -206.7, -188.1, -402.8, -346.8, -258.4, -313.4, -410.6, -253.8, -304.5, -254.7, -260.3, -179.4, -198.1, -172.7, -172.9, -159.9, -274.4, -390.8, -391.0, -408.7, -409.9, -428.7, -450.2, -466.3, -409.1, -278.2, -419.6, -391.8, -414.5, -368.2, -324.9, -335.1, 54.9, 67.1, 67.1, 67.1, 67.1, 67.1, 67.1, 67.1, 67.1, 67.1, 15.2, 69.5, 69.5, 69.5, 69.5, 61.0, 61.0, 61.0, 61.0, 35.7, 13.7, 15.2, 13.7, 13.7, 70.1, 70.1, 70.1, 70.1, 70.1, 13.7, 21.8, 21.8, 21.8, 21.8, 21.8, 21.8, 21.8, 28.6, 13.7, 28.6, 21.8, 42.7, 42.7, 42.7, 42.7, 54.9) ; 67.1); 67.1) ; 67.1) ; 67.1) ; 67.1) ; 67.1)i 67.1); 67.1) ; 67.1) ; 15.2); 69.5) ; 69.5) ; 69.5) ; 69.5); 61.0) ; 61.0) ; 61.0); 61.0) ; 35.7); 13.7); 15.2); 13.7) ; 13.7); 70.1); 70.1) ; 70.1) ; 70.1); 70.1); 13.7) ; 21.8) ; 21.8) ; 21.8) ; 21.8); 21.8) ; 21.8) ; 21.8) ; 28.6) ; 13.7) ; 28.6) ; 21.8) ; 42.7) ; 42.7); 42.7) ; 42.7); ( 257.3, ( 196.2, ( 170.0, ( 155.0, ( 137.1, ( 133.4, ( 118.6, ( 170.3, ( 240.0, ( 496.2, ( 255.5, ( 184.1, ( 183.3, ( 206.0, ( 497.9, ( 145.9, ( 148.3, ( 224.4, ( -49.5, ( -62.8, ( -99.6, ( -86.1, ( -79.8, ( 254.1, ( 162.6, ( 146.7, ( 189.1, ( 242.8, ( 256.9, ( -38.3, ( -113.4, ( -101.4, ( -85.1, ( -102.7, ( -139.5, ( -150.9, ( -180.1, ( -129.3, ( 49.0, ( -51.1, ( 77.7, ( 69.7, ( 68.9, ( 26.5, ( 8.6, -304.9, -279.2, -232.1, -229.2, -229.1, -203.7, -152.8, -164.3, -152.3, -147.6, -297.4, -256.6, -223.6, -197.4, -194.7, -377.9, -266.8, -311.4, -271.7, -288.6, -307.3, -243.3, -313.0, -174.0, -198.1, -185.8, -172.8, -159.8, -173.1, -283.0, -468.3, -294.1, -460.9, -390.1, -409.8, -427.6, -431.3, -451.3, -355.0, -443.1, -498.2, -375.8, -338.1, -348.3, -342.5, 67.1, 67.1, 67.1, 67.1, 67.1, 67.1, 67.1, 67.1, 67.1, 67.1, 69.5, 69.5, 69.5, 69.5, 69.5, 61.0, 61.0, 61.0, 15.2, 15.2, 13.7, 13.7, 15.2, 70.1, 70.1, 70.1, 70.1, 70.1, 70.1, 15.2, 21.8, 13.7, 28.6, 21.8, 21.8, 21.8, 21.8, 21.8, 35.7, 28.6, 42.7, 42.7, 42.7, 42.7, 42.7, 67.1) ; 67.1) ; 67.1) ; 67.1) ; 67.1) ; 67.1) ; 67.1) ; 67.1) ; 67.1) ; 67.1) ; 69.5) ; 69.5) ; 69.5) ; 69.5) ; 69.5) ; 61.0) ; 61.0) ; 61.0) ; 15.2) ; 15.2) ; 13.7) ; 13.7); 15.2) ; 70.1) ; 70.1) ; 70.1) ; 70.1) ; 70.1) ; 70.1) ; 15.2) ; 21.8) ; 13.7) ; 28.6) ; 21.8) ; 21.8) ; 21.8) ; 21.8) i 21.8) ; 35.7) ; 28.6) ; 42.7) ; 42.7) ; 42.7) ; 42.7) ; 42.7) ; i i ft i ft i ft i ft i ft J ft i i i it i i i i 1 i i i t i 1 i I i i I ft i i i CANNON ROAD LIFT STATION DHK ENGINEERS^ *** ISCST3 - VERSION 00101 *** **MODELOPTS: CONG ISCST3 OUTPUT FILE, ODOR UNITS *** ISCST3 RUN, CANNON ROAD LIFT STATION, JULY 2002 *** RURAL ELEV FLGPOL DFAULT July 2002 *** ***07/10/02 01:03:18 PAGE 12 *** DISCRETE CARTESIAN RECEPTORS *** (X-COORD, Y-COORD, ZELEV, ZFLAG) (METERS) ( 8.6, ( 58.0, ( 11.2, ( 9.5, ( 40.8, ( 79.3, ( 115.0, ( 172.4, ( 230.8, ( 179.3, ( 219.9, ( 253.9, ( 493.0, ( -36.2, ( 19.8, ( 42.4, ( -78.4, ( 44.9, -334.1, -235.4, -158.0, -110.0, -57.3, -75.4, -91.5, -116.2, -98.6, -37.2, -10.0, 20.0, 13.4, -479.9, -366.1, -376.6, -433.6, -440.6, 42.7, 42.7, 42.7, 42.7, 42.7, 42.7, 42.7, 42.7, 42.7, 42.7, 42.7, 42.7, 42.7, 28.6, 35.7, 35.7, 28.6, 35.7, 42.7); 42.7); 42.7); 42.7) ; 42.7); 42.7); 42.7) ; 42.7); 42.7); 42.7); 42.7); 42.7); 42.7); 28.6) ; 35.7); 35.7) ; 28.6) ; 35.7); ( 39.0, ( 28.9, ( 31.0, ( 14.3, ( 54.9, ( 90.6, ( 161.1, ( 196.0, ( 211.1, ( 194.4, ( 235.9, 1 398.8, ( -57.8, ( 11.2, ( 66.7, ( 41.3, ( 15.8, -267.3, -209.9, -148.6, -90.2, -55.5, -86.7, -120.9, -102.2, -73.1, -20.3, -3.5, -18.2, -472.3, -390.6, -404.0, -411.4, -430.2, 42.7, 42.7, 42.7, 42.7, 42.7, 42.7, 42.7, 42.7, 42.7, 42.7, 42.7, 42.7, 28.6, 35.7, 35.7, 35.7, 35.7, 42.7) ; 42.7) ; 42.7) ; 42.7) ; 42.7) ; 42.7) ; 42.7) ; 42.7) ; 42.7) ; 42.7) ; 42.7) ; 42.7) ; 28.6) ; 3S.7) ; 35.7) ; 35.7); 35.7) ; 11 ftl ft** II I) I! II 11 li ii i § CANNON ROAD LIFT STATION ISCST3 OUTPUT FILE, ODOR UNITS July 2002 DHK ENGINEERS _ ___________ *** ISCST3 - VERSION 00101 *** *** ISCST3 RUN, CANNON ROAD LIFT STATION, JULY 2002 *** 07/10/02 *** *** 01:03:18 **MODELOPTS: PAGE 13 CONG RURAL ELEV FLGPOL DFAULT * SOURCE -RECEPTOR COMBINATIONS FOR WHICH CALCULATIONS MAY NOT BE PERFORMED * LESS THAN 1.0 METER OR 3*ZLB IN DISTANCE, OR WITHIN OPEN PIT SOURCE SOURCE - - RECEPTOR LOCATION - - DISTANCE ID XR (METERS) YR (METERS) (METERS) STACK1 -33.0 -29.3 25.00 STACK1 -8.0 -54.3 25.00 STACK1 -8.0 -4.3 25.00 STACK1 17.0 -29.3 25.00 STACK1 -2.5 -52.0 23.36 STACK1 -28.0 -27.0 20.13 STACK1 -27.5 -27.0 19.64 STACK1 -2.5 -52.0 23.36 STACK1 0.0 -50.0 22.19 STACK1 1.9 -29.6 9.91 STACK1 7.4 -18.0 19.09 STACK1 10.7 -39.3 21.22 fc i fc l J i i t i i l 1 J 1 i t i i i 1 i i i CANNON ROAD LIFT STATION DHK ENGINEERS ISCST3 OUTPUT FILE, ODOR UNITS July 2002 *** ISCST3 - VERSION 00101 *** *** ISCST3 RUK, CANNON ROAD LIFT STATION, JULY 2002 * ** **MODELOPTS: CONG RURAL ELEV FLGPOL DFAULT *** METEOROLOGICAL DAYS SELECTED FOR PROCESSING *** (1=YES; 0=NO) *** 07/10/02 *** 01:03:18 PAGE 14 1111111111 1111111111 1111111111 1111111111 1111111111 1111111111 111111 NOTE: METEOROLOGICAL DATA ACTUALLY PROCESSED WILL ALSO DEPEND ON WHAT IS INCLUDED IN THE DATA FILE. *** UPPER BOUND OF FIRST THROUGH FIFTH WIND SPEED CATEGORIES *** (METERS/SEC) 1.54, 3.09, 5.14, 8.23, 10.80, *** WIND PROFILE EXPONENTS *** STABILITY CATEGORY A B C D E F .70000E-01 .70000E-01 .10000E+00 .15000E+00 .35000E+00 .55000E+00 WIND SPEED CATEGORY 2 3 70000E-01 .70000E-01 70000E-01 .70000E-01 10000E+00 . 10000E+00 15000E+00 .15000E+00 35000E+00 . 35000E+00 5SOOOE+00 .55000E+00 4 .70000E-01 .70000E-01 . 10000E+00 .15000E+00 .35000E+00 . 55000E+00 .70000E-01 .70000E-01 .10000E+00 .15000E+00 .35000E+00 .55000E+00 .70000E-01 .70000E-01 .10000E+00 .15000E+00 .35000E+00 .55000E+00 *** VERTICAL POTENTIAL TEMPERATURE GRADIENTS *** (DEGREES KELVIN PER METER) STABILITY WIND SPEED CATEGORY CATEGORY 123456 A .OOOOOE+00 .OOOOOE+00 .OOOOOE+00 .OOOOOE+00 .OOOOOE+00 .OOOOOE+00 B .OOOOOE+00 .OOOOOE+00 .OOOOOE+00 .OOOOOE+00 .OOOOOE+00 .OOOOOE+00 C .OOOOOE+00 .OOOOOE+00 .OOOOOE+00 .OOOOOE+00 .OOOOOE+00 .OOOOOE+00 D .OOOOOE+00 .OOOOOE+00 .OOOOOE+00 .OOOOOE+00 .OOOOOE+00 .OOOOOE+00 E .20000E-01 .20000E-01 .20000E-01 .20000E-01 .20000E-01 .20000E-01 F .35000E-01 .35000E-01 .35000E-01 .3SOOOE-01 .35000E-01 .35000E-01 CANNON ROAD LIFT STATION DHK ENGINEERS ISCST3 OUTPUT FILE, ODOR UNITS July 2002 *** ISCST3 - VERSION 00101 *** *** ISCST3 RUN, CANNON ROAD LIFT STATION, JULY 2002 *** **MODELOPTs: CONC RURAL ELEV FLGPOL DFAULT *** *** 07/10/02 01:03:18 PAGE 15 *** THE FIRST 24 HOURS OF METEOROLOGICAL DATA *** FILE: PTPLU.INP FORMAT: (412,2F9.4,F6.1,12,2F7.1) YR 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 SURFACE STATION NO.: NAME: YEAR: FLOW SPEED MN DY HR VECTOR (M/S) 01 01 01 01 01 01 01 01 01 01 01 01 01 01 01 01 01 01 01 01 01 01 01 01 01 01 01 01 01 01 01 01 01 01 01 01 01 01 01 01 01 01 01 01 01 01 01 01 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 0 01 1 2 2 3 0 0 11 2 2 3 4 5 2 2 3 4 5 7 10 12 .50 .80 .00 .50 .00 .50 .00 .50 .80 .00 .50 .00 .50 .00 .00 .00 .00 .50 .00 .00 .00 .00 .00 .00 99999 SURFNAME 1990 TEMP STAB (K) CLASS 305 305 305 305 305 305 305 305 305 305 305 305 305 305 305 305 305 305 305 305 305 305 305 305 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 1 1 1 1 1 1 1 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 UPPER AIR STATION NO.: 99999 NAME: UAIRNAME YEAR: 1990 MIXING HEIGHT (M) USTAR M-0 LENGTH Z-0 IPCODE PRATE RURAL URBAN (M/S) (M) (M) (mm/HR) 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .0000 .0000 .0000 .0000 .0000 .0000 .0000 .0000 .0000 .0000 .0000 .0000 .0000 .0000 .0000 .0000 .0000 .0000 .0000 .0000 .0000 .0000 .0000 .0000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 *** NOTES:STABILITY CLASS 1-A, 2=B, 3=C, 4=D, 5=E AND 6«=F. FLOW VECTOR IS DIRECTION TOWARD WHICH WIND IS BLOWING. • i t I i i b i I i i i i i I I i I II t i t i i i CANNON ROAD LIFT STATION DHK ENGINEERS ISCST3 OUTPUT FILE, ODOR UNITS July 2002 *** ISCST3 - VERSION 00101 *** *** ISCST3 RUN, CANNON ROAD LIFT STATION, JULY 2002 *** *** *** **MODELOPTs: CONG 07/10/02 01:03:18 PAGE 25 RURAL ELEV FLGPOL DFAULT *** THE 1ST HIGHEST 1-HR AVERAGE CONCENTRATION INCLUDING SOURCE(S): STACK1 , VALUES FOR SOURCE GROUP: ALL *** DISCRETE CARTESIAN RECEPTOR POINTS *** ** CONC OF OTHER IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M)CONC (YYMMDDHH)X-COORD (M) Y-COORD (M)CONC (YYMMDDHH) -58. -8.-a. 17. -27. -77. -27. -30. -28. 78. 153. 98. 68. 30. 141. -77. -30. -27. 127. 218. -332. -203. 151. 21. -39. -500. -500. -500. -500. -500. -400. -400. -400. -400. -400. -400. -300. -300. -300. -300. 00 00 00 00 50 50 50 00 00 00 00 00 10 40 00 50 00 50 00 90 30 80 10 90 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 -29.30 -54.30 -4.30 -29.30 -77.00 -52.00 -52.00 -49.50 0.00 -10.00 -5.00 35.00 53.00 20.60 -294.90 -52.00 -49.50 -77.00 -340.90 -207.20 263.70 296.70 -267.10 -404.80 -260.00 -400.00 -200.00 0.00 200.00 400.00 -500.00 -300.00 -100.00 100.00 300.00 500.00 -400.00 -200.00 0.00 200.00 224121 0 0 0 47000 64803 287886 447153 68074 20310 9900 13989 65647 45925 2336 47823 389263 61706 2196 1825 7135 2950 2343 3320 7724 1055 1162 4405 7837 4747 1060 1271 2189 7881 4903 1049 1293 2655 8521 3442 .75000 .00000 .00000 .00000 .93360 .21880 .93800 .18800 .83590 .81840 .35254 .34960 .05470 .55860 .43359 .56250 .46900 .92970 .06250 .88733 .27881 .59570 .88867 .73584 .31543 .71057 .63708 .34521 .31982 .82861 .51428 .73816 .22827 .43848 .43799 .53821 .16223 .19067 .77539 .12866 (90012621) (00000000) (00000000) (00000000) (90011902) (90012405) (90012205) (90012205) (90012912) (90010708) (90010908) (90010708) (90010621) (90010517) (90011502) (90012406) (90012221) (90011908) (90011502) (90011302) (90013002) (90013108) (90011302) (90011708) (90011802) (90012108) (90012308) (90012602) (90012802) (90013002) (90012108) (90012102) (90012508) (90012802) (90013002) (90012908) (90012102) (90012302) (90012602) (90012908) -33 -8 -8 42 -28 -52 -2 -28 48 123 128 48 112 -52 -27 -27 -27 -2 -476 -60 -284 -135 181 -64 -500 -500 -500 -500 -500 -500 -400 -400 -400 -400 -400 -300 -300 -300 -300 -300 .00 .00 .00 .00 .00 .50 .50 .00 .00 .00 .00 .90 .00 .50 .50 .50 .50 .50 .30 .00 .70 .00 .80 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 -29.30 -79.30 20.70 -29.30 -55.00 -52.00 -52.00 -27.00 5.00 -15.00 20.00 37.30 91.00 -52.00 -52.00 0.00 -27.00 -52.00 68.20 -408.00 381.00 -392.80 -229.80 -247.00 -500.00 -300.00 -100.00 100.00 300.00 500.00 -400.00 -200.00 0.00 200.00 400.00 -500.00 -300.00 -100.00 100.00 300.00 0. 446880. 197303. 297914. 187491. 169530. 0. 0. 33426. 23238. 43586. 52169. 63846. 72809. 207279. 42966. 0. 0. 1540. 4451. 3096. 9145. 1780. 6979. 961. 1124. 1829. 1846. 955. 6153. 1147. 1509. 4200. 2274. 6409. 1133. 1645. 4953. 23695. 8648. 00000 03100 20300 15600 28100 57800 00000 00000 62500 38280 28130 25780 59770 17190 01600 46480 00000 00000 90479 97900 47900 46484 93237 71826 62402 98181 72827 49329 05084 80371 41284 87329 64258 53369 51221 23828 09949 51758 44140 76367 (00000000) (90011802) (90010221) (90011021) (90012202) (90012405) (00000000) (00000000) (90010717) (90011005) (90010805) (90010605) (90010621) (90012406) (90012216) (90013112) (00000000) (00000000) (90012708) (90011802) (90013002) (90012002) (90011302) (90011908) (90012108) (90012308) (90012508) (90012708) (90012908) (90013021) (90012108) (90012302) (90012602) (90012708) (90013002) (90011908) (90012102) (90012308) (90012821) (90013002) ft • mi ft 1 ft 1 1 CANNON ROAD LIFT STATION DHK ENGINEERS *** ISCST3 - VERSION 00101 *** * *MODELOPTS : CONG X-COORD (M) -300.00 | -200.00 ' -200.00 -200.00 -200.00 -200.00 -200.00 -100.00 -100.00 -100.00 -100.00 -100.00 0.00 0.00 0.00 0.00 0.00 0.00 100.00 100.00 100.00 100.00 ; 100.00 ; 200.00 200.00 200.00 200.00 200.00 1 200.00 ; 300.00 i 300.00 '. 300.00 i 300.00 300.00 400.00 400.00 400.00 400.00 400.00 400.00 t J ft i ti § 1 1 i 11 • i i ISCST3 OUTPUT FILE, ODOR UMTS *** ISCST3 RUN, CANNON ROAD LIFT STATION, JULY * ** 2002 ** * *** July 2002 07/10/02 01:03:18 PAGE 26 RURAL ELEV FLGPOL DFAULT *** Y-COORD (M) 400.00 -500.00 -300.00 -100.00 100.00 300.00 500.00 -400.00 -200.00 0.00 200.00 400.00 -500.00 -300.00 -100.00 100.00 300.00 500.00 -400.00 -200.00 0.00 200.00 400.00 -500.00 -300.00 -100.00 100.00 300.00 500.00 -400.00 -200.00 0.00 200.00 400.00 -500.00 -300.00 -100.00 100.00 300.00 500.00 THE 1ST HIGHEST 1-HR INCLUDING SOURCE (S) : *** DISCRETE ** CONC OF OTHER CONG (YYMMDDHH) 1307.95642 (90012908) 1170.30115 (90011908) 1850.01501 (90012102) 5254.10840 (90012302) 5080.92773 (90012908) 3085.36597 (90013108) 7411.02832 (90020102) 1974.45422 (90011902) 3393.90454 (90011902) 99962.25000 (90012802) 38461.42190 (90020121) 5306.54395 (90020102) 4332.74170 (90011802) 4643.16797 (90011708) 18055.15430 (90011702) 20155.69530 (90010216) 19890.30270 (90010221) 5755.92529 (90010202) 5180.63721 (90011602) 6974.75244 (90011508) 11330.38870 (90010717) 7979.25537 (90010406) 3449.77832 (90010402) 14014.58400 (90011621) 3771.66211 (90011308) 9655.60938 (90011206) 4386.95801 (90010708) 2470.82544 (90010308) 5413.97754 (90010402) 2973.92236 (90011405) 3540.78687 (90011108) 4488.15479 (90010908) 2824.08911 (90010508) 2902.44482 (90010602) 3226.81714 (90011402) 1351.35144 (90011108) 2086.57251 (90010908) 4458.38477 (90010805) 2924.70190 (90010602) 1773.67395 (90010602) AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: ALL STACK1 , CARTESIAN RECEPTOR POINTS IN MICROGRAMS/M**3 X-COORD (M) -300.00 -200.00 -200.00 -200.00 -200.00 -200.00 -100.00 -100.00 -100.00 -100.00 -100.00 -100.00 0.00 0.00 0.00 0.00 0.00 100.00 100.00 100.00 100.00 100.00 100.00 200.00 200.00 200.00 200.00 200.00 300.00 300.00 300.00 300.00 300.00 300.00 400.00 400.00 400.00 400.00 400.00 500.00 *** Y-COORD (M) 500.00 -400.00 -200.00 0.00 200.00 400.00 -500.00 -300.00 -100.00 100.00 300.00 500.00 -400.00 -200.00 0.00 200.00 400.00 -500.00 -300.00 -100.00 100.00 300.00 500.00 -400.00 -200.00 0.00 200.00 400.00 -500.00 -300.00 -100.00 100.00 300.00 500.00 -400.00 -200.00 0.00 200.00 400.00 -500.00 ** CONC 2474.17651 1558.18262 4401.45313 7896.63037 7772.40918 12465.56250 1524.86401 2438.93286 4990.82422 8921.15039 3920.47949 2854.70190 4169.94482 7127.46387 127499.99200 20111.57810 10862.90630 1720.22205 23371.33590 12137.50490 7113.31152 10810.34470 2839.05322 2801.00293 7670.01318 5534.83203 10363.91410 7199.32617 1120.54468 5032.66260 3203.08228 12064.64260 10689.42580 1866.54541 4779.45020 10505.86130 4594.42139 4736.45947 5094.65332 4544.82471 *** (YYMMDDHH) (90020102) (90011902) (90012102) (90012508) (90013005) (90020121) (90011708) (90011902) (90012102) (90012908) (90013108) (90010202) (90011802) (90011702) (90010317) (90010221) (90010202) (90011508) (90011602) (90011108) (90010508) (90010402) (90010402) (90011602) (90011405) (90010908) (90010616) (90010402) (90011508) (90011405) (90011108) (90010822) (90010602) (90010402) (90011405) (90011221) (90011005) (90010802) (90010602) (90011421) li ft i ft J ft i ft i CANNON ROAD LIFT STATION DHK ENGINEERS ISCST3 OUTPUT FILE, ODOR UNITS July 2002 *** ISCST3 - VERSION 00101 ****** ISCST3 RUN, CANNON ROAD LIFT STATION, JULY 2002 *** *** *** **MODELOPTS: CONC 07/10/02 01:03:18 PAGE 27 RURAL ELEV FLGPOL DFAULT *** THE 1ST HIGHEST 1-HR AVERAGE CONCENTRATION INCLUDING SOURCE(S): STACK1 , VALUES FOR SOURCE GROUP: ALL *** DISCRETE CARTESIAN RECEPTOR POINTS *** *» CONC OF OTHER X-COORD (M) Y-COORD (M)CONC (YYMMDDHH) IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M)CONC (YYMMDDHH) 500 500 500 500 500 -50 -50 -50 0 50 50 -100 100 -495 -460 -377 -418 -380 -354 -326 -284 -273 -200 -131 -137 -125 -119 -141 -105 -47 -494 -445 -400 -346 -265 -239 -233 -208 -124 -20 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .30 .99 .79 .64 .41 .67 .80 .14 .39 .59 .78 .39 .19 .66 .16 .04 .27 .55 .35 .19 .76 .58 .73 .45 .05 .82 .23 -400.00 -200.00 0.00 200.00 400.00 -100.00 0.00 100.00 50.00 -50.00 50.00 50.00 50.00 334.80 388.03 411.16 317.54 283.29 325.82 368.34 376.70 402.23 489.33 -357.08 -346.70 -358.05 476.23 425.17 397.32 456.77 -25.30 21.40 127.79 165.95 216.78 287.02 257.15 212.30 241.82 284.04 1076 3887 5385 7591 1947 33272 55080 28529 41941 145045 10718 42939 7724 2612 4676 2777 3101 3287 6432 3134 3255 3153 5258 11706 13072 10248 3084 3376 3654 3555 14253 2574 15670 2962 15685 2640 3475 5186 20538 12173 .34570 .83496 .71826 .51563 .67017 .41020 .82810 .07030 .27730 .54700 .03030 .08980 .47363 .56177 .36035 .82788 .38428 .58936 .42041 .03223 .05127 .25635 .26563 .06050 .69340 .46970 .30981 .22827 .56982 .93750 .74610 .92896 .30960 .94263 .40040 .03149 .16187 .05371 .86520 .03520 (90011308) (90011205) (90011005) (90010802) (90010602) (90011908) (90012902) (90020105) (90010205) (90011205) (90010502) (90013002) (90010502) (90013002) (90013002) (90013002) (90013002) (90013002) (90013002) (90013002) (90013002) (90020102) (90020102) (90012002) (90012002) (90012002) (90020102) (90020102) (9002.0102) (90020302) (90012621) (90012508) (90012821) (90012708) (90013021) (90012908) (90012908) (90013005) (90020121) (90020321) 500 500 500 500 500 -50 -50 0 50 50 50 -100 100 -478 -403 -375 -425 -376 -343 -316 -264 -222 -125 -140 -127 -98 -143 -119 -66 -34 -464 -402 -370 -280 -252 -235 -227 -182 -39 5 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .16 .32 .75 .13 .02 .89 .05 .93 .04 .22 .23 .99 .26 .24 .93 .53 .33 .58 .45 .30 .58 .55 .50 .15 .50 .40 .28 -300.00 -100.00 100.00 300.00 500.00 -50.00 50.00 -50.00 -100.00 0.00 100.00 -50.00 -50.00 358.26 421.91 385.58 291.99 315.25 357.75 393.87 385.15 455.32 -363.70 -349.51 -351.44 497.46 440.09 405.90 435.54 497.22 8.69 93.70 140.46 195.53 278.54 280.61 233.69 205.81 286.25 266.89 2283 1721 1677 2531 3573 60526 66090 0 37151 63008 26924 1748 107i6 2608 3674 4222 3031 5813 3945 3049 3277 5899 9583 12959 11626 2985 3272 3558 3413 4903 4343 4294 8313 4552 3138 2740 5092 4248 4686 11132 .34399 .83398 .78906 .74121 .62573 .55080 .07030 .00000 .98440 .53910 .38480 .48108 .43160 .08472 .92969 .61377 .62378 .29443 .30347 .98950 .91406 .59131 .06055 .70900 .87790 .68726 .09937 .75757 .00366 .92383 .82910 .07764 .00586 .48682 .63110 .25635 .91162 .84277 .85791 .70120 (90011205) (90010908) (90010708) (90010802) (90010602) (90012302) (90020102) (00000000) (90011405) (90010806) (90010422) (90012302) (90010902) (90013002) (90013002) (90013002) (90013002) (90013002) (90013002) (90Q13002) (90020102) (90020102) (90012002) (90012002) (90012002) (90010202) (90020102) (90020102) (90010202) (90020302) (90012605) (90012805) (90012816) (90013005) (90012908) (90012908) (90013005) (90012908) (90020305) (90010216) i i CANNON ROAD LIFT STATION DHK ENGINEERS ISCST3 OUTPUT FILE, ODOR UNITS July 2002 *** ISCST3 - VERSION 00101 *** *** ISCST3 RUN, CANNON ROAD LIFT STATION, JULY 2002 *** * *MODELOPTs: CONC 07/10/02 01:03:18 PAGE 28 RURAL ELEV FLGPOL DFAULT *** THE 1ST HIGHEST 1-HR AVERAGE CONCENTRATION INCLUDING SOURCE(S): STACK1 , VALUES FOR SOURCE GROUP: ALL »** DISCRETE CARTESIAN RECEPTOR POINTS *** X- COORD 35 83 38 53 -23 -132 -226 -276 -254 -253 -296 -342 138 142 117 105 76 54 90 135 208 214 265 250 433 498 -281 -254 -241 -288 -245 -240 -229 -204 -200 -188 -152 -133 -118 -104 (M) Y .00 .84 .90 .68 .23 .41 .78 .20 .12 .52 .06 .32 .39 .60 .19 .99 .10 .74 .41 .53 .09 .74 .68 .78 .33 .36 .11 .70 .56 .55 .18 .18 .61 .36 .47 .12 .34 .48 .36 .17 -COORD (M) 234.81 189.87 141.02 104.73 58.14 -69.31 -224.53 -328.77 -335.89 -423.47 -465.69 -497.53 -381.66 -265.85 -262.93 -236.52 -173.31 -95.06 -124.39 -145.28 -134.26 -119.22 -96.82 -51.56 -88.98 -76.05 -497.76 -485.62 -497.91 -472.31 -460.23 -382.09 -329.39 -374.69 -340.81 -313.55 -315.57 -309.05 -294.98 -277.14 ** CONC OF OTHER IN MICROGRAMS/M**3 CONC (YYMMDDHH) X-COORD 4464. 25951. 7960. 23534. 10526. 13058. 9279. 7105. 3203. 1842. 1245. 1222. 2070. 2708. 2741. 2715. 1921. 142. 1181. 2249. 2724. 2724. 2703. 2744. 1732. 1582. 3754. 3990. 5226. 1437. 3402. 1950. 3074. 3394. 2989. 3240. 11384. 19867. 28616. 25999. 11768 02930 17627 13090 31050 53420 95215 52246 31567 62158 36389 43457 53442 25317 21362 48022 10815 74265 30444 93823 61768 56201 47632 20679 76025 99670 10913 51807 59131 42908 57715 92859 53931 81982 96387 44116 85740 98240 12500 31450 (90010108) (90010421) (90010308) (90010422) (90020204) (90012406) (90012216) (90012205) (90012205) (90011908) (90011908) (90012108) (90011502) (90011502) (90011502) (90011502) (90011502) (90011302) (90011302) (90011302) (90011102) (90011102) (90011102) (90010902) (90010908) (90010908) (90012002) (90012002) (90012002) (90011908) (90012002) (90011908) (90012108) (90012002) (90011908) (90011908) (90012002) (90012021) (90012021) (90012021) 64 94 36 36 -66 -188 -250 -274 -251 -258 -329 252 114 120 104 107 74 59 106 196 219 249 248 265 489 -53 -268 -244 -314 -266 -239 -241 -228 -177 -201 -176 -138 -124 -116 -111 (M) Y-COORD (M) .69 .45 .71 .57 .03 .10 .52 .84 .39 .32 .11 .22 .99 .93 .95 .10 .29 .47 .41 .73 .40 .61 .83 .85 .86 .41 .83 .34 .08 .86 .44 .86 .76 .01 .35 .81 .22 .99 .45 .54 198.46 177.04 126.11 89.88 11.42 -141.56 -301.16 -335.81 -360.39 -447.94 -489.10 -411.29 -344.85 -268.59 -262.88 -193.20 -153.52 -90.37 -127.28 -149.29 -132.42 -110.88 -69.44 -51.61 -80.73 -300.88 -487.45 -485.66 -498.58 -463.92 -434.83 -329.35 -352.94 -364.44 -324.79 -310.76 -315.62 -305.31 -287.45 -236.62 ** CONC 7715 9766 8713 29534 12145 5730 7589 5987 2462 1860 1202 1697 2388 2730 2744 2461 1498 144 1539 2717 2736 2733 2744 2724 1603 4663 3902 4238 1154 1800 2579 3695 2277 9164 2732 3847 17185 26785 29177 19227 .66113 .88477 .28320 .52930 .96580 .12744 .91553 .66064 .00049 .30908 .85608 .35645 .87598 .84082 .22876 .29565 .69263 .02840 .74121 .66333 .38062 .91089 .18091 .22437 .96973 .56787 .27979 .94092 .98059 .35266 .97070 .81641 .52100 .68164 .80566 .40576 .63480 .34960 .51560 .90230 (YYMMDDHH) (90010406) (90010406) (90010308) (90010422) (90012904) (90012308) (90012205) (90012205) (90012108) (90011908) (90012108) (90011308) (90011502) (90011502) (90011502) (90011302) (90011502) (90011302) (90011302) (90011102) (90011102) (90011102) (90010902) (90010902) (90010908) (90011708) (90012002) (90012002) (90011908) (90011908) (90012002) (90012202) (90012108) (90012002) (90011908) (90011908) (90012002) (90012021) (90012021) (90012002) i i ti I i ii i i i i i i i I * I I i § i J 1 i i J i i § §J i j i CANNON ROAD LIFT STATION DHK ENGINEERS ISCST3 OUTPUT FILE, ODOR UNITS July 2002 *** ISCST3 - VERSION 00101 ****** ISCST3 RUN, CANNON ROAD LIFT STATION, JULY 2002 *** *** *** **MODELOPTS: CONG 07/10/02 01:03:18 PAGE 29 RURAL ELEV FLGPOL DFAULT *** THE 1ST HIGHEST 1-HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: ALL INCLUDING SOURCE(S): STACK1 , *** DISCRETE CARTESIAN RECEPTOR POINTS *** X- COORD -108 -79 -120 -62 -27 7 43 100 227 263 437 150 123 103 50 74 43 52 30 51 111 161 199 223 192 234 271 497 -27 -6 -32 -45 -28 -14 22 -12 -23 -26 -32 15 (M) Y .68 .51 .64 .96 .16 .42 .25 .25 .64 .52 .90 .19 .26 .80 .18 .89 .04 .64 .31 .10 .22 .01 .71 .37 .45 .90 .62 .60 .79 .74 .04 .16 .10 .87 .15 .61 .81 .47 .97 .37 -COORD (M) -227.21 -232.98 -153.71 -91.78 -61.04 -18.05 -9.71 -15.19 52.12 76.47 120.06 -496.60 -397.61 -316.55 -301.28 -242.05 -199.55 -150.61 -81.78 -62.09 -100.93 -133.14 -108.80 -78.76 -38.15 -17.59 -19.62 -28.96 -496.85 -410.30 -378.18 -360.24 -331.11 -319.86 -243.73 -222.87 -196.46 -153.14 -129.57 -48.77 ** CONC OF OTHER IN MICROGRAMS/M**3 CONC (YYMMDDHH) X-COORD 18672 25070 36856 88787 121634 0 193561 21824 19382 24075 7298 1938 2394 3109 3439 3844 3796 2969 175 227 3074 3901 3872 3795 3905 3749 3421 1884 2535 3330 3667 3858 4227 4374 5930 6524 7157 7848 7622 276 .89840 .10160 .79300 .35940 .97700 .00000 .42200 .58790 .25390 .91410 .07129 .54382 .19775 .87378 .09033 .73755 .86426 .36670 .59839 .93835 .68408 .99658 .51685 .58398 .46313 .12036 .93433 .24072 .94849 .62207 .53296 .98413 .11133 .40820 .40527 .95703 .13867 .48389 .41553 .60324 (90012002) (90012002) (90012202) (90012205) (90011908) (00000000) (90010805) (90011005) (90010802) (90010821) (90010802) (90011508) (90011508) (90011502) (90011502) (90011502) (90011502) (90011502) (90011302) (90011102) (90011102) (90011102) (90011102) (90011102) (90010902) (90010902) (90010902) (90010908) (90011708) (90011708) (90011708) (90011708) (90011708) (90011708) (90011702) (90011702) (90011702) (90011702) (90011902) (90011302) -100 -92 -96 -33 1 17 70 167 245 335 497 113 91 73 56 79 34 28 40 93 137 194 248 221 215 251 441 230 -15 -343 -2 -47 -20 8 -2 -11 -23 -14 -13 23 (M) Y-COORD (M) .21 .57 .97 .62 .91 .57 .14 .25 .61 .03 .36 .56 .42 .73 .88 .70 .70 .33 .73 .33 .50 .00 .71 .54 .11 .83 .96 .10 .44 .00 .83 .91 .56 .91 .31 .61 .71 .19 .10 .88 -227.25 -199.97 -119.90 -56.16 -29.57 -12.62 -9.43 20.34 71.83 62.07 154.67 -472.91 -353.23 -299.49 -272.11 -215.70 -164.67 -105.32 -65.82 -100.86 -122.69 -123.85 -100.52 -64.63 -21.28 -23.31 -49.47 -43.00 -468.65 -396.07 -371.70 -342.34 -331.14 -259.68 -237.04 -207.81 -171.04 -142.82 -106.10 -39.38 ** CONC 27163 26399 64168 310627 0 159286 32969 13372 28405 3621 8163 2089 2758 3395 3685 3909 3155 752 110 2555 3747 3869 3555 3822 3868 3614 2133 2467 2773 2319 3749 4066 4231 5557 6157 6905 7655 7825 6098 564 .30270 .61520 .17970 .53100 .00000 .10900 .21880 .79000 .94920 .65112 .79102 .72070 .68359 .79321 .14575 .00732 .52515 .38739 .72675 .54761 .75708 .89331 .29541 .85742 .95093 .57813 .30542 .24780 .79956 .51147 .97021 .81421 .77637 .98047 .30811 .04932 .65625 .20068 .99561 .49036 (YYMMDDHH) (90012002) (90012002) (90012221) (90012205) (00000000) (90010708) (90010708) (90010802) (90010821) (90010708) (90010802) (90011508) (90011502) (90011502) (90011502) (90011502) (90011502) (90011502) (90011302) (90011302) (90011102) (90011102) (90011102) (90010902) (90010902) (90010902) (90010908) (90010902) (90011708) (90012108) (90011708) (90011708) (90011708) (90011702) (90011702) (90011702) (90011702) (90011702) (90011702) (90011102) CANNON ROAD LIFT STATION DHK ENGINEERS ISCST3 OUTPUT FILE, ODOR UNITS July 2002 *** ISCST3 - VERSION 00101 *** **MODELOPTs: CONC *** ISCST3 RUN, CANNON ROAD LIFT STATION, JULY 2002 *** *** *** RURAL ELEV FLGPOL DFAULT *** THE 1ST HIGHEST 1-HR AVERAGE CONCENTRATION INCLUDING SOURCE(S) : STACK1 , *** DISCRETE CARTESIAN RECEPTOR POINTS *** 07/10/02 01:03:18 PAGE 30 VALUES FOR SOURCE GROUP: ALL X- COORD 68 116 193 155 229 380 -88 -102 -91 -69 -64 -2 -32 -41 -45 -62 10 69 130 159 144 199 251 445 -187 -193 -189 -187 -154 -146 -151 -140 -111 -83 -59 -20 -51 -69 -91 -45 (M) Y-COORD (M) .13 .98 .22 .76 .35 .93 .06 .10 .39 .71 .83 .38 .37 .63 .29 .15 .70 .11 .20 .39 .50 .23 .17 .18 .89 .37 .47 .45 .45 .88 .50 .15 .03 .67 .10 .33 .30 .04 .43 .09 -41.44 -71.76 -83.35 -27.65 6.91 -1.20 -497.56 -473.97 -383.60 -378.98 -332.85 -256.82 -217.15 -176.62 -149.30 -126.63 -39.33 -32.02 -63.33 -64.39 -17.25 10.80 49.21 53.17 -498.12 -454.78 -420.89 -385.12 -373.94 -364.56 -342.88 -329.74 -348.68 -335.61 -313.10 -270.87 -243.44 -202.88 -148.18 -98.44 ** CONC OF OTHER IN MICROGRAMS/M**3 CONC (YYMMDDHH) X-COORD 6111 7797 6143 7249 5329 3239 3365 3518 4357 4455 5009 7181 8424 10568 12721 14339 0 19118 11193 9348 10443 7531 5744 3471 8157 9183 8738 6703 11833 12332 11561 13164 7562 8308 9541 14717 14525 18544 25358 51030 .25342 .51563 .39258 .65674 .01270 .96729 .63232 .44019 .49463 .85645 .29053 .31543 .75391 .34380 .89840 .90530 .00000 .93160 .51560 .86914 .49610 .16406 .30273 .72656 .12354 .36816 .37305 .36621 .32230 .48730 .91990 .99120 .99902 .45313 .86328 .28320 .68550 .63090 .50390 .77340 (90010902) (90011102) (90011102) (90010902) (90010902) (90010908) (90011802) (90012002) (90012002) (90011802) (90011802) (90011802) (90011708) (90011908) (90011902) (90011902) (00000000) (90010902) (90011102) (90011108) (90010908) (90010908) (90010708) (90011002) (90012002) (90012002) (90012002) (90012002) (90012002) (90012002) (90012002) (90012002) (90012002) (90012002) (90011802) (90011802) (90012002) (90012002) (90012202) (90012002) 97 136 165 198 250 497 -88 -89 -86 -57 -28 -27 -47 -47 -64 -31 22 102 139 144 165 225 366 499 -187 -193 -193 -175 -146 -151 -143 -131 -96 -77 -39 -24 -53 -64 -79 17 (M) Y-COORD (M) .23 .70 .09 .24 .16 .87 .03 .64 .67 .39 .02 .75 .36 .23 .07 .95 .97 .93 .63 .44 .25 .63 .87 .88 .80 .28 .18 .18 .90 .53 .95 .70 .88 .98 .29 .05 .10 .23 .08 .37 -66.97 -86.90 -51.23 -1.44 32.26 41.66 -490.03 -418.45 -379.85 -356.42 -312.28 -241.65 -198.26 -164.36 -135.10 -107.91 -29.96 -52.87 -59.60 -32.31 -9.79 19.17 15.80 75.56 -476.46 -430.30 -404.87 -377.63 -371.15 -349.47 -337.26 -334.48 -342.15 -323.39 -303.76 -257.67 -220.84 -176.53 -121.86 -18.64 ** CONC 7803 7417 7003 6149 4715 2221 3419 4011 4409 4737 5443 7450 9215 11332 13355 18421 12630 14091 10595 10477 9169 6611 4212 3078 9008 8592 7116 8764 12063 11872 12746 13608 7933 8868 10198 13559 16883 22831 33064 121599 .20166 .35059 .61816 .62549 .94629 .54395 .47583 .83496 .23047 .95215 .25928 .07910 .12793 .86430 .61430 .37300 .54300 .61230 .56640 .11230 .03320 .41162 .81885 .98462 .40527 .51367 .35107 .95898 .35350 .57910 .58790 .96580 .12842 .19141 .72850 .35640 .60550 .62300 .67580 .79700 (YYMMDDHH) (90011102) (90011102) (90010902) (90010902) (90010702) (90010908) (90011802) (90012002) (90012002) (90011802) (90011708) (90011708) (90011908) (90011902) (90011902) (90011902) (90010902) (90011102) (90011108) (90010908) (90010908) (90010708) (90011002) (90010802) (90012002) (90012002) (90012002) (90012002) (90012002) (90012002) (90012002) (90012002) (90012002) (90012002) (90011802) (90011802) (90012002) (90012002) (90012202) (90010702) ft I ft J k J ft 1 11 II 1 i ft i CANNON ROAD LIFT STATION DHK ENGINEERS ISCST3 OUTPUT FILE, ODOR UNITS July 2002 *** ISCST3 - VERSION 00101 *** * *MODELOPTs: CONC *** ISCST3 RUN, CANNON ROAD LIFT STATION, JULY 2002 *** *** *** RURAL ELEV FLGPOL DFAULT 07/10/02 01:03:18 PAGE 31 *** THE 1ST HIGHEST 1-HR AVERAGE CONCENTRATION INCLUDING SOURCE(S): STACK1 , VALUES FOR SOURCE GROUP: ALL *** DISCRETE CARTESIAN RECEPTOR POINTS *** X- COORD (M) Y-COORD (M) 71.96 145.49 221.00 339.66 497.16 67.93 67.73 112.52 110.54 228.19 221.66 242.34 254.08 108.38 130.32 102.08 93.72 61.95 65.81 50.11 94.22 142.14 203.40 209.08 250.58 242.19 218.76 206.59 239.56 321.40 500.00 216.89 169.98 164.42 146.53 133.37 114.77 144.86 204.19 253.24 -24.50 -5.01 38.96 41.33 102.88 486.17 432.89 443.37 481.74 -50.53 -34.49 -43.05 -417.89 -349.53 -277.10 -273.23 -244.94 -179.84 -155.37 -75.27 -114.99 -141.54 -129.54 -122.02 -105.23 -82.60 -53.32 -34.44 -32.68 -53.71 -57.30 -294.39 -249.00 -226.38 -225.37 -218.73 -158.39 -169.80 -167.21 -146.68 ** CONC OF OTHER IN MICROGRAMS/M**3 CONC (YYMMDDHH) X-COORD (M) Y-COORD (M) 49945.27340 23253.46480 12720.28220 6950.16748 3954.27661 3064.26221 3414.15723 3276.79663 3042.92676 2717.23755 2691.67212 2737.50977 1803.96753 2496.48608 2920.49292 2999.08301 3056.58960 2402.10645 1915.00635 68.43510 1543.30615 2760.55322 3055.57861 3056.53003 2991.58887 3034.06421 3048.02197 3001.49365 3047.41455 2584.36572 1678.47778 1983.75476 2067.09814 1995.42578 1919.84241 1828.96204 1081.60315 1525.60291 1943.23254 2072.94141 (90011002) (90011002) (90010802) (90010802) (90010802) (90010202) (90010202) (90010402) (90010402) (90010902) (90010902) (90010902) (90011308) (90011502) (90011502) (90011502) (90011502) (90011502) (90011502) (90011302) (90011302) (90011302) (90011102) (90011102) (90011102) (90011102) (90010902) (90010902) (90010902) (90010902) (90010908) (90011302) (90011302) (90011302) (90011302) (90011302) (90011302) (90011302) (90011102) (90011102) 94.53 195.49 249.34 454.74 57.32 50.74 89.04 123.25 108.47 221.63 232.01 235.72 137.42 120.77 103.94 82.30 95.80 59.20 46.31 61.38 104.58 190.16 209.06 213.82 256.27 239.44 215.04 221.68 252.71 447.52 257.34 196.23 170.04 154.99 137.10 133.43 118.56 170.30 240.04 496.20 -32.12 17.40 63.34 91.74 496.87 450.00 432.81 462.51 498.80 -41.08 -34.53 -51.50 -389.19 -311.91 -279.83 -275.03 -194.10 -161.00 -84.67 -83.79 -114.09 -143.61 -127.67 -112.62 -93.01 -61.87 -41.06 -27.90 -41.20 -73.03 -304.90 -279.24 -232.05 -229.17 -229.10 -203.66 -152.75 -164.25 -152.28 -147.61 ** CONC 38299.72660 15515.06930 13617.45410 4471.65918 3010.06030 3310.50220 3386.22876 3138.01807 2949.74902 2692.56787 2724.26929 2732.16919 2094.44971 2741.48364 2969.86255 3019.07739 2845.12256 1962.36450 98.71939 242.08961 1770.62244 3049.36841 3056.61157 3056.67871 2981.58496 3043.59497 3036.64380 3050.87817 3021.46436 1836.91504 1825.15552 2059.75781 2030.96960 1973.68750 1903.62537 1721.99146 1058.70337 1712.88110 2053.73486 1289.44458 (YYMMDDHH) (90011002) (90010802) (90010802) (90010802) (90010202) (90010202) (90010402) (90010402) (90010402) (90010902) (90010902) (90010902) (90011502) (90011502) (90011502) (90011502) (90011502) (90011502) (90011302) (90011302) (90011302) (90011102) (90011102) (90011102) (90011102) (90010902) (90010902) (90010902) (90010902) (90010908) (90011302) (90011302) (90011302) (90011302) (90011302) (90011302) (90011302) (90011302) (90011102) (90011108) 1 I » i ft i ft i ft i i i 11 11 fti t i 11 CANNON ROAD LIFT STATION DHK ENGINEERS ISCST3 OUTPUT FILE, ODOR UNITS July 2002 *** ISCST3 - VERSION 00101 *** RURAL ELEV FLGPOL DFAULT *** ISCST3 RUN, CANNON ROAD LIFT STATION, JULY 2002 *** *** *** **MODELOPTS: CONG 07/10/02 01:03:18 PAGE 32 *** THE 1ST HIGHEST 1-HR AVERAGE CONCENTRATION INCLUDING SOURCE(S): STACK1 , VALUES FOR SOURCE GROUP: ALL *** DISCRETE CARTESIAN RECEPTOR POINTS *** X- COORD -30 205 172 188 254 254 122 160 254 9 -40 -86 -58 -80 200 153 164 211 266 -95 -180 -130 -166 -113 -121 -164 -145 -62 -80 -29 -154 94 77 58 27 8 57 11 9 40 (M) Y-COORD (M) .67 .64 .83 .98 .97 .14 .52 .53 .48 .96 .98 .38 .88 .56 .38 .22 .62 .71 .38 .68 .88 .03 .83 .15 .70 .16 .39 .30 .63 .38 .52 .95 .23 .57 .45 .62 .97 .18 .48 .76 -266.12 -282.10 -242.42 -206.70 -188.12 -402.83 -346.76 -258.38 -313.36 -410.64 -253.84 -304.52 -254.71 -260.28 -179.43 -198.09 -172.70 -172.89 -159.91 -274.35 -390.79 -390.99 -408.74 -409.89 -428.69 -450.18 -466.27 -409.14 -278.17 -419.63 -391.84 -414.46 -368.24 -324.85 -335.09 -334.08 -235.39 -157.99 -109.96 -57.34 ** CONC OF OTHER IN MICROGRAMS/M**3 CONG (YYMMDDHH) X- COORD 15482 1935 1902 1838 1951 1582 2236 2478 1956 3389 6911 7686 5959 15386 1742 1556 1466 1780 1916 21661 9645 8790 12128 6306 5831 9613 5156 4844 9703 6638 12815 2757 3102 3540 3463 3504 4882 4891 2390 551 .75490 .64685 .46021 .05371 .83826 .63599 .84448 .62109 .67163 .54785 .83057 .14941 .40967 .73340 .17175 .12952 .20544 .22424 .52979 .74800 .02246 .39160 .80270 .16797 .30371 .14453 .77490 .70215 .31836 .27197 .66800 .93408 .99023 .88647 .47168 .67383 .56396 .61084 .67847 .06268 (90011802) (90011302) (90011302) (90011302) (90011102) (90011308) (90011502) (90011302) (90011302) (90011708) (90011708) (90012002) (90011908) (90012002) (90011302) (90011302) (90011302) (90011102) (90011102) (90012002) (90012002) (90012002) (90012002) (90012002) (90012002) (90012002) (90012002) (90011802) (90012002) (90011802) (90012002) (90011508) (90011508) (90011502) (90011702) (90011702) (90011502) (90011702) (90011502) (90011102) 255 184 183 205 497 145 148 224 -49 -62 -99 -86 -79 254 162 146 189 242 256 -38 -113 -101 -85 -102 -139 -150 -180 -129 49 -51 77 69 68 26 8 39 28 30 14 54 (M) Y .49 .08 .26 .96 .90 .94 .25 .36 .53 .78 .57 .14 .82 .08 .64 .68 .11 .83 .91 .27 .38 .41 .10 .72 .52 .89 .10 .32 .03 .13 .67 .67 .87 .46 .59 .01 .87 .99 .27 .89 -COORD (M) -297. -256. -223. -197. -194. -377. -266. -311. -271. -288. -307. -243. -313. -173. -198. -185. -172. -159. -173. -283. -468. -294. -460. -390. -409. -427. -431. -451. -354. -443. -498. -375. -338. -348. -342. -267. -209. -148. -90. -55. 36 59 63 35 70 92 81 37 70 60 29 31 02 99 12 82 80 82 06 05 27 10 85 15 79 63 29 26 95 09 20 75 08 27 55 33 85 65 20 51 ** CONC 1790.29065 1941.59973 1875.90918 1873.25830 1206.11304 1994.18225 2478.78198 2097.13647 5440.39844 4457.46387 13710.54880 28154.41020 4697.61816 1909.63672 1614.25452 1418.15259 1644.35254 1874.97559 1912.83557 8834.67773 5135.43799 18477.07230 4143.26221 6896.04736 8960.40527 9463.27441 11152.81930 5355.35742 3986.86206 4406.70605 2245.86011 3063.91260 3317.20947 3299.86304 3371.84253 4501.36279 5213.47119 4768.98047 1061.57385 1292.81494 (YYMMDDHH) (90011302) (90011302) (90011302) (90011302) (90011108) (90011502) (90011502) (90011302) (90011708) (90011908) (90012002) (90012002) (90011908) (90011102) (90011302) (90011302) (90011302) (90011102) (90011102) (90011802) (90012002) (90012002) (90011.802) (90012002) (90012002) (90012002) (90012002) (90012002) (90011708) (90011802) (90011708) (90011508) (90011508) (90011708) (90011702) (90011702) (90011502) (90011502) (90011502) (90011102) I I i i 1 i i i i i CANNON ROAD LIFT STATION DHK ENGINEERS * *11 ii i i ISCST3 OUTPUT FILE, ODOR UNITS i i July 2002 i j » * j *** ISCST3 - i i **MODELOPTS: CONG X- COORD 79 115 172 230 179 219 253 493 -36 19 42 -78 44 VERSION 00101 ****** ISCST3 RUN, CANNON ROAD LIFT STATION, JULY *** 2002 *** *** 07/10/02 01:03:18 PAGE 33 RURAL ELEV FLGPOL DFAULT (M) .30 .02 .37 .83 .27 .87 .88 .05 .20 .80 .36 .40 .94 Y-COORD -75 -91 -116 -98 -37 -10 20 13 -479 -366 -376 -433 -440 *** (M) .38 .53 .23 .56 .16 .00 .00 .43 .87 .14 .58 .56 .63 THE 1ST HIGHEST 1-HR INCLUDING SOURCE (S): *** DISCRETE ** CONC OF OTHER CONC (YYMMDDHH) 3486.46460 (90011102) 5051.36719 (90011102) 5073.62354 (90011102) 4407.19531 (90011102) 5191.03760 (90010902) 4711.45752 (90010902) 4124.68604 (90010902) 2091.35718 (90010908) 5405.38330 (90011802) 3895.07275 (90011708) 3738.73145 (90011708) 4478.61133 (90011802) 3050.36035 (90011708) AVERAGE CONCENTRATION STACK1 , VALUES FOR CARTESIAN RECEPTOR POINTS IN MICROGRAMS/M**3 X- COORD 90 161 195 211 194 235 398 -57 11 66 41 15 (M) .56 .05 .97 .15 .40 .90 .76 .83 .23 .74 .28 .78 *** Y-COORD -86 -120 -102 -73 -20 -3 -18 -472 -390 -403 -411 -430 SOURCE (M) .72 .90 .20 .06 .26 .47 .22 .25 .59 .99 .42 .16 GROUP : ALL ** CONC 4345.59473 5151.24854 4879.73193 4786.02686 5048.66455 4460.43701 2701.37109 4062.72510 3611.58496 3386.22510 3351.86450 3183.10864 *** (YYMMDDHH) (90011102) (90011102) (90011102) (90011102) (90010902) (90010902) (90010908) (90011802) (90011708) (90011508) (90011708) (90011708) kltitlk'*<*'i<i!titilJ|Jti|jkiiifc|i|kl CANNON ROAD LIFT STATION DHK ENGINEERS ISCST3 OUTPUT FILE, ODOR UNITS July 2002 *** ISCST3 - VERSION 00101 *** *** ISCST3 RUN, CANNON ROAD LIFT STATION, JULY 2002 *** *** *** **MODELOPTs: CONG 07/10/02 01:03:18 PAGE 34 RURAL ELEV FLGPOL DFAULT *** THE 2ND HIGHEST 1-HR AVERAGE CONCENTRATION INCLUDING SOURCE(S): STACK1 , VALUES FOR SOURCE GROUP: ALL *** DISCRETE CARTESIAN RECEPTOR POINTS *** ** CONG OF OTHER IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M)CONC (YYMMDDHH)X-COORD (M) Y-COORD (M)CONC (YYMMDDHH) -58 -8 -8 17 -27 -77 -27 -30 -28 78 153 98 68 30 141 -77 -30 -27 127 218 -332 -203 151 21 -39 -500 -500 -500 -500 -500 -400 -400 -400 -400 -400 -400 -300 -300 -300 -300 .00 .00 .00 .00 .50 .50 .50 .00 .00 .00 .00 .00 .10 .40 .00 .50 .00 .50 .00 .90 .30 .BO .10 .90 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 -29.30 -54.30 -4.30 -29.30 -77.00 -52.00 -52.00 -49.50 0.00 -10.00 -5.00 35.00 53.00 20.60 -294.90 -52.00 -49.50 -77.00 -340.90 -207.20 263.70 296.70 -267.10 -404.80 -260.00 -400.00 -200.00 0.00 200.00 400.00 -500.00 -300.00 -100.00 100.00 300.00 500.00 -400.00 -200.00 0.00 200.00 200797 0 0 0 47000 61604 208273 329128 63994 20310 9900 13989 54791 35984 2336 45791 335519 61706 2196 1825 7135 2950 2343 3320 7724 1055 1162 4405 7837 4747 1060 1271 2189 7881 4903 1049 1293 2655 8521 3442 .76600 .00000 .00000 .00000 .93360 .26560 .56300 .09400 .92970 .81840 .35254 .34960 .27730 .95700 .43359 .73440 .00000 .92970 .06250 .88733 .27881 .59570 .88867 .73584 .31543 .71057 .63708 .34521 .31982 .82861 .51428 .73816 .22827 .43848 .43799 .53821 .16223 .19067 .77539 .12866 (90012622) (00000000) (00000000) (00000000) (90011903) (90012406) (90012216) (90012221) (90012911) (90010709) (90010909) (90010709) (90010616) (90010606) (90011503) (90012416) (90012216) (90011909) (90011503) (90011303) (90013003) (90013109) (90011303) (90011709) (90011803) (90012109) (90012309) (90012603) (90012803) (90013003) (90012109) (90012103) (90012509) (90012803) (90013003) (90012909) (90012103) (90012303) (90012603) (90012909) -33 -8 -8 42 -28 -52 -2 -28 48 123 128 48 112 -52 -27 -27 -27 -2 -476 -60 -284 -135 181 -64 -500 -500 -500 -500 -500 -500 -400 -400 -400 -400 -400 -300 -300 -300 -300 -300 .00 .00 .00 .00 .00 .50 .50 .00 .00 .00 .00 .90 .00 .50 .50 .50 .50 .50 .30 .00 .70 .00 .80 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 -29.30 -79.30 20.70 -29.30 -55.00 -52.00 -52.00 -27.00 5.00 -15.00 20.00 37.30 91.00 -52.00 -52.00 0.00 -27.00 -52.00 68.20 -408.00 381.00 -392.80 -229.80 -247.00 -500.00 -300.00 -100.00 100.00 300.00 500.00 -400.00 -200.00 0.00 200.00 400.00 -500.00 -300.00 -100.00 100.00 300.00 0 446880 197303 249883 187491 95522 0 0 31196 14928 37790 46027 47359 69840 206278 42274 0 0 1540 4451 3096 9145 1780 6979 961 1124 1829 1846 955 5798 1147 1509 4200 2274 6409 1133 1645 4953 18535 8648 .00000 .03100 .20300 .42200 .28100 .42190 .00000 .00000 .86130 .28910 .51950 .00000 .58590 .23440 .09400 .85160 .00000 .00000 .90479 .97900 .47900 .46484 .93237 .71826 .62402 .98181 .72827 .49329 .05084 .49951 .41284 .87329 .64258 .53369 .51221 .23828 .09949 .51758 .30470 .76367 (00000000) (90011803) (90020321) (90011005) (90012203) (90012406) (00000000) (00000000) (90010711) (90011006) (90010821) (90010606) (90010622) (90012416) (90012206) (90012912) (00000000) (00000000) (90012709) (90011803) (90013003) (90012003) (90011303) (90011909) (90012109) (90012309) (90012509) (90012709) (90012909) (90013002) (90012109) (90012303) (90012603) (90012709) (90013003) (90011909) (90012103) (90012309) (90012822) (90013003) i i i ft i i i t j l I i i l I • J l i ft § k i i i i j CANNON ROAD LIFT STATION DHK ENGINEERS ISCST3 OUTPUT FILE, ODOR UNITS July 2002 *** ISCST3 - VERSION 00101 *** *** ISCST3 RUN, CANNON ROAD LIFT STATION, JULY 2002 *** *** *** **MODELOPTs: CONC 07/10/02 01:03:18 PAGE 3 5 RURAL ELEV FLGPOL DFAULT *** THE 2ND HIGHEST 1-HR AVERAGE CONCENTRATION INCLUDING SOURCE(S): STACK1 , VALUES FOR SOURCE GROUP: ALL *** DISCRETE CARTESIAN RECEPTOR POINTS *** ** CONC OF OTHER X-COORD (M) Y-COORD (M)CONC (YYMMDDHH) IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M)CONC (YYMMDDHH) -300 -200 -200 -200 -200 -200 -200 -100 -100 -100 -100 -100 0 0 0 0 0 0 100 100 100 100 100 200 200 200 200 200 200 300 300 300 300 300 400 400 400 400 400 400 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 400.00 -500.00 -300.00 -100.00 100.00 300.00 500.00 -400.00 -200.00 0.00 200.00 400.00 -500.00 -300.00 -100.00 100.00 300.00 500.00 -400.00 -200.00 0.00 200.00 400.00 -500.00 -300.00 -100.00 100.00 300.00 500.00 -400.00 -200.00 0.00 200.00 400.00 -500.00 -300.00 -100.00 100.00 300.00 500.00 1307 1170 1850 5254 5080 3085 7411 1974 3393 99962 29449 5306 4332 4643 18055 20155 19890 5755 5180 6974 10672 7684 3449 12274 3771 9306 4386 2470 5413 2649 3540 4488 2824 2902 3226 1351 2086 3877 2924 1773 .95642 .30115 .01501 .10840 .92773 .36597 .02832 .45422 .90454 .25000 .62890 .54395 .74170 .16797 .15430 .67380 .28130 .92529 .63721 .75244 .36520 .26270 .77832 .54590 .66211 .95898 .95801 .82544 .97754 .35767 .78687 .15479 .08911 .44482 .81714 .35144 .57251 .51660 .70190 .67395 (90012909) (90011909) (90012103) (90012303) (90012909) (90013109) (90020103) (90011903) (90011903) (90012803) (90020122) (90020103) (90011803) (90011709) (90011703) (90020316) (90020321) (90010203) (90011603) (90011509) (90010711) (90010417) (90010403) (90011622) (90011309) (90011216) (90010709) (90010309) (90010403) (90011406) (90011109) (90010909) (90010509) (90010603) (90011403) (90011109) (90010909) (90010802) (90010603) (90010603) -300 -200 -200 -200 -200 -200 -100 -100 -100 -100 -100 -100 0 0 0 0 0 100 100 100 100 100 100 200 200 200 200 200 300 300 300 300 300 300 400 400 400 400 400 500 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 - .00 .00 500.00 -400.00 -200.00 0.00 200.00 400.00 -500.00 -300.00 -100.00 100.00 300.00 500.00 -400.00 -200.00 0.00 200.00 400.00 -500.00 -300.00 -100.00 100.00 300.00 500.00 -400.00 -200.00 0.00 200.00 400.00 -500.00 -300.00 -100.00 100.00 300.00 500.00 -400.00 -200.00 0.00 200.00 400.00 -500.00 2474 1558 4401 7896 6915 10375 1524 2438 4990 8921 3920 2854 4169 7127 109400 20111 10862 1720 23371 12137 7113 10810 2839 2801 6369 5534 9842 7199 1120 4753 3203 11455 10689 1866 4752 10242 4344 4736 5094 4418 .17651 .18262 .45313 .63037 .76465 .33890 .86401 .93286 .82422 .15039 .47949 .70190 .94482 .46387 .88300 .54690 .90630 .22205 .33590 .50490 .31152 .34470 .05322 .00293 .37109 .83203 .80273 .32617 .54468 .47607 .08228 .71970 .42580 .54541 .49902 .98050 .88818 .45947 .65332 .89258 (90020103) (90011903) (90012103) (90012509) (90013002) (90020102) (90011709) (90011903) (90012103) (90012909) (90013109) (90010203) (90011803) (90011703) (90010406) (90020321) (90010203) (90011509) (90011603) (90011109) (90010509) (90010403) (90010403) (90011603) (90011402) (90010909) (90010621) (90010403) (90011509) (90011406) (90011109) (90010821) (90010603) (90010403) (90011416) (90011222) (90011006) (90010803) (90010603) (90011416) k i ft i fc a CANNON ROAD LIFT STATION DHK ENGINEERS ISCST3 OUTPUT FILE, ODOR UNITS July 2002 *** ISCST3 - VERSION 00101 *** *** ISCST3 RUN, CANNON ROAD LIFT STATION, JULY 2002 * ** *** *** **MODELOPTs: CONG 07/10/02 01:03:18 PAGE 36 RURAL ELEV FLGPOL DFAULT *** THE 2ND HIGHEST 1-HR AVERAGE CONCENTRATION INCLUDING SOURCE(S): STACK1 , VALUES FOR SOURCE GROUP: ALL *** DISCRETE CARTESIAN RECEPTOR POINTS *** X- COORD 500 500 500 500 500 -50 -50 -50 0 50 50 -100 100 -495 -460 -377 -418 -380 -354 -326 -284 -273 -200 -131 -137 -125 -119 -141 -105 -47 -494 -445 -400 -346 -265 -239 -233 -208 -124 -20 (M) Y-COORD (M) .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .30 .99 .79 .64 .41 .67 .80 .14 .39 .59 .78 .39 .19 .66 .16 .04 .27 .55 .35 .19 .76 .58 .73 .45 .05 .82 .23 -400.00 -200.00 0.00 200.00 400.00 -100.00 0.00 100.00 50.00 -50.00 50.00 50.00 50.00 334.80 388.03 411.16 317.54 283.29 325.82 368.34 376.70 402.23 489.33 -357.08 -346.70 -358.05 476.23 425.17 397.32 456.77 -25.30 21.40 127.79 165.95 216.78 287.02 257.15 212.30 241.82 284.04 ** CONC OF OTHER IN MICROGRAMS/M**3 CONG (YYMMDDHH) X- COORD 1076 3515 5266 7591 1947 33272 55080 22429 41941 117803 10718 42939 7724 2612 4676 2777 3101 3287 6432 3134 3255 3153 5258 11706 13072 10248 3084 3376 3654 3555 12580 2574 14015 2962 14283 2640 3475 4974 19092 12173 .34570 .10986 .05176 .51563 .67017 .41020 .82810 .03910 .23440 .72700 .03030 .08980 .47363 .56177 .36035 .82788 .38428 .58936 .42041 .03223 .05127 .25635 .26563 .06050 .69340 .46970 .30981 .22827 .56982 .93750 .12110 .92896 .32810 .94263 .83400 .03149 .16187 .41211 .78520 .01270 (90011309) (90011202) (90011002) (90010803) (90010603) (90011909) (90012903) (90020106) (90020305) (90011221) (90010503) (90013003) (90010503) (90013003) (90013003) (90013003) (90013003) (90013003) (90013003) (90013003) (90013003) (90020103) (90020103) (90012003) (90012003) (90012003) (90020103) (90020103) (90020103) (90020303) (90012622) (90012509) (90012822) (90012709) (90013022) (90012909) (90012909) (90013006) (90020122) (90010221) 500 500 500 500 500 -50 -50 0 50 50 50 -100 100 -478 -403 -375 -425 -376 -343 -316 -264 -222 -125 -140 -127 -98 -143 -119 -66 -34 -464 -402 -370 -280 -252 -235 -227 -182 -39 5 (M) Y-COORD (M) .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .16 .32 .75 .13 .02 .89 .05 .93 .04 .22 .23 .99 .26 .24 .93 .53 .33 .58 .45 .30 .58 .55 .50 .15 .50 .40 .28 -300.00 -100.00 100.00 300.00 500.00 -50.00 50.00 -50.00 -100.00 0.00 100.00 -50.00 -50.00 358.26 421.91 385.58 291.99 315.25 357.75 393.87 385.15 455.32 -363.70 -349.51 -351.44 497.46 440.09 405.90 435.54 497.22 8.69 93.70 140.46 195.53 278.54 280.61 233.69 205.81 286.25 266.89 ** CONC 2176 1721 1677 2531 3573 60526 66090 0 32294 61642 25554 1748 10716 2608 3674 4222 3031 5813 3945 3049 3277 5899 9583 12959 11626 2985 3272 3558 3413 4903 3840 3772 7973 4189 3138 2740 4735 4248 4686 11132 .06714 .83398 .78906 .74121 .62573 .55080 .07030 .00000 .38090 .56640 .08400 .48108 .43160 .08472 .92969 .61377 .62378 .29443 .30347 .98950 .91406 .59131 .06055 .70900 .87790 .68726 .09937 .75757 .00366 .92383 .43188 .25757 .01123 .45166 .63110 .25635 .44531 .84277 .85303 .69140 (YYMMDDHH) (90011202) (90010909) (90010709) (90010803) (90010603) (90012303) (90020103) (00000000) (90011406) (90010816) (90010421) (90012303) (90010903) (90013003) (90013003) (90013003) (90013003) (90013003) (90013003) (90013003) (90020103) (90020103) (90012003) (90012003) (90012003) (90010203) (90020103) (90020103) (90010203) (90020303) (90012602) (90012806) (90012821) (90013006) (90012909) (90012909) (90013006) (90012909) (90010205) (90020316) ftlilili|k*i!iiiliftitilfilftjfci ft i t i I i i i CANNON ROAD LIFT STATION DHK ENGINEERS ISCST3 OUTPUT FILE, ODOR UNITS July 2002 *** ISCST3 - VERSION 00101 *** **MODELOPTS: CONC *** ISCST3 RUN, CANNON ROAD LIFT STATION, JULY 2002 *** *** *** RURAL ELEV FLGPOL DFAULT *** THE 2ND HIGHEST 1-HR AVERAGE CONCENTRATION INCLUDING SOURCE(S): STACK1 , *** DISCRETE CARTESIAN RECEPTOR POINTS *** 07/10/02 01:03:16 PAGE 37 VALUES FOR SOURCE GROUP: ALL X- COORD 35 83 38 53 -23 -132 -226 -276 -254 -253 -296 -342 138 142 117 105 76 54 90 135 208 214 265 250 433 498 -281 -254 -241 -288 -245 -240 -229 -204 -200 -188 -152 -133 -118 -104 (M) Y-COORD (M) .00 .84 .90 .68 .23 .41 .78 .20 .12 .52 .06 .32 .39 .60 .19 .99 .10 .74 .41 .53 .09 .74 .68 .78 .33 .36 .11 .70 .56 .55 .18 .18 .61 .36 .47 .12 .34 .48 .36 .17 234.81 189.87 141.02 104.73 58.14 -69.31 -224.53 -328.77 -335.89 -423.47 -465.69 -497.53 -381.66 -265.85 -262.93 -236.52 -173.31 -95.06 -124.39 -145.28 -134.26 -119.22 -96.82 -51.56 -88.98 -76.05 -497.76 -485.62 -497.91 -472.31 -460.23 -382.09 -329.39 -374.69 -340.81 -313.55 -315.57 -309.05 -294.98 -277.14 ** CONC OF OTHER IN MICROGRAMS/M**3 CONC (YYMMDDHH) X-COORD 4464 24736 7960 23172 10526 12756 8894 7060 3199 1842 1245 1222 2070 2708 2741 2715 1921 142 1181 2249 2724 2724 2703 2744 1732 1582 3754 3990 5226 1437 3402 1950 3074 3394 2989 3240 11384 18309 21544 23003 .11768 .96880 .17627 .99610 .30860 .38380 .07813 .37402 .46484 .62158 .36389 .43457 .53442 .25317 .21362 .48022 .10815 .74265 .30444 .93823 .61768 .56201 .47632 .20679 .76025 .99670 .10913 .51807 .59131 .42908 .57715 .92859 .53931 .81982 .96387 .44116 .85740 .38090 .15040 .99410 (90010109) (90010422) (90010309) (90010421) (90010104) (90012407) (90012205) (90012216) (90012108) (90011909) (90011909) (90012109) (90011503) (90011503) (90011503) (90011503) (90011503) (90011303) (90011303) (90011303) (90011103) (90011103) (90011103) (90010903) (90010909) (90010909) (90012003) (90012003) (90012003) (90011909) (90012003) (90011909) (90012109) (90012003) (90011909) (90011909) (90012003) (90012002) (90012022) (90012002) 64 94 36 36 -66 -188 -250 -274 -251 -258 -329 252 114 120 104 107 74 59 106 196 219 249 248 265 489 -53 -268 -244 -314 -266 -239 -241 -228 -177 -201 -176 -138 -124 -116 -111 (M) Y-COORD (M) .69 .45 .71 .57 .03 .10 .52 .84 .39 .32 .11 .22 .99 .93 .95 .10 .29 .47 .41 .73 .40 .61 .83 .85 .86 .41 .83 .34 .08 .86 .44 .86 .76 .01 .35 .81 .22 .99 .45 .54 198.46 177.04 126.11 89.88 11.42 -141.56 -301.16 -335.81 -360.39 -447.94 -489.10 -411.29 -344.85 -268.59 -262.88 -193.20 -153.52 -90.37 -127.28 -149.29 -132.42 -110.88 -69.44 -51.61 -80.73 -300.88 -487.45 -485.66 -498.58 -463.92 -434.83 -329.35 -352.94 -364.44 -324.79 -310.76 -315.62 -305.31 -287.45 -236.62 ** CONC 7102 9280 8713 28445 11235 5730 7522 5281 2462 1860 1202 1697 2388 2730 2744 2461 1498 144 1539 2717 2736 2733 2744 2724 1603 4663 3902 4238 1154 1800 2579 3695 2277 9164 2732 3847 17185 20255 22285 19227 .22949 .32227 .28320 .44730 .50590 .12744 .37158 .20996 .00049 .30908 .85608 .35645 .87598 .84082 .22876 .29565 .69263 .02840 .74121 .66333 .38062 .91089 .18091 .22437 .96973 .56787 .27979 .94092 .98059 .35266 .97070 .81641 .52100 .68164 .80566 .40576 .63480 .07420 .26370 .90230 (YYMMDDHH) (90010405) (90010416) (90010309) (90010421) (90012912) (90012309) (90012216) (90012206) (90012109) (90011909) (90012109) (90011309) (90011503) . (90011503) (90011503) (90011303) (90011503) (90011303) (90011303) (90011103) (90011103) (90011103) (90010903) (90010903) (90010909) (90011709) (90012003) (90012003) (90011909) (90011909) (90012003) (90012203) (90012109) (90012003) (90011909) (90011909) (90012003) (90012022) (90012002) (90012003) i I iJ 11 ft i CANNON ROAD LIFT STATION DHK ENGINEERS ISCST3 OUTPUT FILE, ODOR UNITS July 2002 *** ISCST3 - VERSION 00101 *** * *MODELOPTS: CONG *** ISCST3 RUN, CANNON ROAD LIFT STATION, JULY 2002 *** *** *** RURAL ELEV FLGPOL DFAULT 07/10/02 01:03:18 PAGE 38 *** THE 2ND HIGHEST 1-HR AVERAGE CONCENTRATION INCLUDING SOURCE(S): STACK1 , VALUES FOR SOURCE GROUP: ALL »** DISCRETE CARTESIAN RECEPTOR POINTS *** X- COORD -108 -79 -120 -62 -27 7 43 100 227 263 437 150 123 103 50 74 43 52 30 51 111 161 199 223 192 234 271 497 -27 -6 -32 -45 -28 -14 22 -12 -23 -26 -32 15 (M) Y-COORD (M) .68 .51 .64 .96 .16 .42 .25 .25 .64 .52 .90 .19 .26 .80 .18 .89 .04 .64 .31 .10 .22 .01 .71 .37 .45 .90 .62 .60 .79 .74 .04 .16 .10 .87 .15 .61 .81 .47 .97 .37 -227.21 -232.98 -153.71 -91.78 -61.04 -18.05 -9.71 -15.19 52.12 76.47 120.06 -496.60 -397.61 -316.55 -301.28 -242.05 -199.55 -150.61 -81.78 -62.09 -100.93 -133.14 -108.80 -78.76 -38.15 -17.59 -19.62 -28.96 -496.85 -410.30 -378.18 -360.24 -331.11 -319.86 -243.73 -222.87 -196.46 -153.14 -129.57 -48.77 ** CONG OF OTHER IN MICROGRAMS/M**3 CONC (YYMMDDHH) X- COORD 18672 25070 36856 52957 121634 0 115680 20742 19382 20312 7298 1938 2394 3109 3439 3844 3796 2969 175 227 3074 3901 3872 3795 3905 3749 3421 1884 2535 3330 3667 3858 4227 4374 5930 6524 7157 7848 7622 276 .89840 .10160 .79300 .16020 .97700 .00000 .03900 .26170 .25390 .04690 .07129 .54382 .19775 .87378 .09033 .73755 .86426 .36670 .59839 .93835 .68408 .99658 .51685 .58398 .46313 .12036 .93433 .24072 .94849 .62207 .53296 .98413 .11133 .40820 .40527 .95703 .13867 .48389 .41553 .60324 (90012003) (90012003) (90012203) (90012202) (90011909) (00000000) (90010821) (90010908) (90010803) (90010802) (90010803) (90011509) (90011509) (90011503) (90011503) (90011503) (90011503) (90011503) (90011303) (90011103) (90011103) (90011103) (90011103) (90011103) (90010903) (90010903) (90010903) (90010909) (90011709) (90011709) (90011709) (90011709) (90011709) (90011709) (90011703) (90011703) (90011703) (90011703) (90011903) (90011303) -100 -92 -96 -33 1 17 70 167 245 335 497 113 91 73 56 79 34 28 40 93 137 194 248 221 215 251 441 230 -15 -343 -2 -47 -20 8 -2 -11 -23 -14 -13 23 (M) Y-COORD (M) .21 .57 .97 .62 .91 .57 .14 .25 .61 .03 .36 .56 .42 .73 .88 .70 .70 .33 .73 .33 .50 .00 .71 .54 .11 .83 .96 .10 .44 .00 .83 .91 .56 .91 .31 .61 .71 .19 .10 .88 -227.25 -199.97 -119.90 -56.16 -29.57 -12.62 -9.43 20.34 71.83 62.07 154.67 -472.91 -353.23 -299.49 -272.11 -215.70 -164.67 -105.32 -65.82 -100.86 -122.69 -123.85 -100.52 -64.63 -21.28 -23.31 -49.47 -43.00 -468.65 -396.07 -371.70 -342.34 -331.14 -259.68 -237.04 -207.81 -171.04 -142.82 -106.10 -39.38 ** CONC 27163 26399 60171 160834 0 159286 32969 13372 22792 3621 8163 2089 2758 3395 3685 3909 3155 752 110 2555 3747 3869 3555 3822 3868 3614 2133 2467 2773 2319 3749 4066 4231 5557 6157 6905 7655 7825 6098 564 .30270 .61520 .61720 .54700 .00000 .10900 .21880 .79000 .89060 .65112 .79102 .72070 .68359 .79321 .14575 .00732 .52515 .38739 .72675 .54761 .75708 .89331 .29541 .85742 .95093 .57813 .30542 .24780 .79956 .51147 .97021 .81421 ,77637 .98047 .30811 .04932 .65625 .20068 .99561 .49036 (YYMMDDHH) (90012003) (90012003) (90012205) (90012221) (00000000) (90010709) (90010709) (90010803) (90010802) (90010709) (90010803) (90011509) (90011503) (90011503) (90011503) (90011503) (90011503) (90011503) (90011303) (90011303) (90011103) (90011103) (90011103) (90010903) (90010903) (90010903) (90010909) (90010903) (90011709) (90012109) (90011709) (90011709) (90011709) (90011703) (90011703) (90011703) (90011703) (90011703) (90011703) (90011103) i i II k j II II 11 II i i I J i i k J k j k i k i k i CANNON ROAD LIFT STATION DHK ENGINEERS ISCST3 OUTPUT FILE, ODOR UNITS July 2002 *** ISCST3 - VERSION 00101 ****** ISCST3 RUN, CANNON ROAD LIFT STATION, JULY 2002 *** *** *** **MODELOPTs: CONG 07/10/02 01:03:18 PAGE 39 RURAL ELEV FLGPOL DPAULT *** THE 2ND HIGHEST 1-HR AVERAGE CONCENTRATION INCLUDING SOURCE(S): STACK1 , VALUES FOR SOURCE GROUP: ALL *** DISCRETE CARTESIAN RECEPTOR POINTS *** ** CONC OF OTHER X-COORD (M) Y-COORD (M)CONC (YYMMDDHH) IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M)CONC (YYMMDDHH) 68 116 193 155 229 380 -88 -102 -91 -69 -64 -2 -32 -41 -45 -62 10 69 130 159 144 199 251 445 -187 -193 -189 -187 -154 -146 -151 -140 -111 -83 -59 -20 -51 -69 -91 -45 .13 .98 .22 .76 .35 .93 .06 .10 .39 .71 .83 .38 .37 .63 .29 .15 .70 .11 .20 .39 .50 .23 .17 .18 .89 .37 .47 .45 .45 .88 .50 .15 .03 .67 .10 .33 .30 .04 .43 .09 -41.44 -71.76 -83.35 -27.65 6.91 -1.20 -497.56 -473.97 -383.60 -378.98 -332.85 -256.82 -217.15 -176.62 -149.30 -126.63 -39.33 -32.02 -63.33 -64.39 -17.25 10.80 49.21 53.17 -498.12 -454.78 -420.89 -385.12 -373.94 -364.56 -342.88 -329.74 -348.68 -335.61 -313.10 -270.87 -243.44 -202.88 -148.18 -98.44 6111 7797 6143 7249 5329 3239 3365 3518 4357 4455 5009 7181 8424 10568 12721 14339 0 19118 11193 9348 10443 7531 5744 3471 8157 9183 8738 6703 11833 12332 11561 13164 7562 8308 9541 14717 14525 18544 25358 51030 .25342 .51563 .39258 .65674 .01270 .96729 .63232 .44019 .49463 .85645 .29053 .31543 .75391 .34380 .89840 .90530 .00000 .93160 .51560 .86914 .49610 .16406 .30273 .72656 .12354 .36816 .37305 .36621 .32230 .48730 .91990 .99120 .99902 .45313 .86328 .28320 .68550 .63090 .50390 .77340 (90010903) (90011103) (90011103) (90010903) (90010903) (90010909) (90011803) (90012003) (90012003) (90011803) (90011803) (90011803) (90011709) (90011909) (90011903) (90011903) (00000000) (90010903) (90011103) (90011109) (90010909) (90010909) (90010709) (90011003) (90012003) (90012003) (90012003) (90012003) (90012003) (90012003) (90012003) (90012003) (90012003) (90012003) (90011803) (90011803) (90012003) (90012003) (90012203) (90012003) 97 136 165 198 250 497 -88 -89 -86 -57 -28 -27 -47 -47 -64 -31 22 102 139 144 165 225 366 499 -187 -193 -193 -175 -146 -151 -143 -131 -96 -77 -39 -24 -53 -64 -79 17 .23 .70 .09 .24 .16 .87 .03 .64 .67 .39 .02 .75 .36 .23 .07 .95 .97 .93 .63 .44 .25 .63 .87 .88 .80 .28 .18 .18 .90 .53 .95 .70 .88 .98 .29 .05 .10 .23 .08 .37 -66.97 -86.90 -51.23 -1.44 32.26 41.66 -490.03 -418.45 -379.85 -356.42 -312.28 -241.65 -198.26 -164.36 -135.10 -107.91 -29.96 -52.87 -59.60 -32.31 -9.79 19.17 15.80 75.56 -476.46 -430.30 -404.87 -377.63 -371.15 -349.47 -337.26 -334.48 -342.15 -323.39 -303.76 -257.67 -220.84 -176.53 -121.86 -18.64 7803 7417 7003 6149 4715 2221 3419 4011 4409 4737 5443 7450 9215 11332 13355 18421 12630 14091 10595 10477 9169 6611 4212 3078 9008 8592 7116 8764 12063 11872 12746 13608 7933 8868 10198 13559 16883 22831 33064 121599 .20166 .35059 .61816 .62549 .94629 .54395 .47583 .83496 .23047 .95215 .25928 .07910 .12793 .86430 .61430 .37300 .54300 .61230 .56640 .11230 .03320 .41162 .81885 .98462 .40527 .51367 .35107 .95898 .35350 .57910 .58790 .96580 .12842 .19141 .72850 .35640 .60550 .62300 .67580 .79700 (90011103) (90011103) (90010903) (90010903) (90010703) (90010909) (90011803) (90012003) (90012003) (90011803) (90011709) (90011709) (90011909) (90011903) (90011903) (90011903) (90010903) (90011103) (90011109) (90010909) (90010909) (90010709) (90011003) (90010803) (90012003) (90012003) (90012003) (90012003) (90012003) (90012003) (90012003) (90012003) (90012003) (90012003) (90011803) (90011803) (90012003) (90012003) (90012203) (90010703) ft i ft l ft i ft t ft j ft j i i ii i i ii ft I ft I ft J ft J ft i ft j CANNON ROAD LIFT STATION DHK ENGINEERS ISCST3 OUTPUT FILE, ODOR UNITS July 2002 *** ISCST3 - VERSION 00101 *** *** ISCST3 RUN, CANNON ROAD LIFT STATION, JULY 2002 *** k** ** * **MODELOPTs: CONC 07/10/02 01:03:18 PAGE 40 RURAL ELEV FLGPOL DFAULT *** THE 2ND HIGHEST 1-HR AVERAGE CONCENTRATION INCLUDING SOURCE(S): STACK1 , VALUES FOR SOURCE GROUP: ALL *** DISCRETE CARTESIAN RECEPTOR POINTS *** ** CONC OF OTHER X-COORD (M) Y-COORD (M)CONC (YYMMDDHH) IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M)CONC (YYMMDDHH) 71 145 221 339 497 67 67 112 110 228 221 242 254 108 130 102 93 61 65 50 94 142 203 209 250 242 218 206 239 321 500 216 169 164 146 133 114 144 204 253 .96 .49 .00 .66 .16 .93 .73 .52 .54 .19 .66 .34 .08 .38 .32 .08 .72 .95 .81 .11 .22 .14 .40 .08 .58 .19 .76 .59 .56 .40 .00 .89 .98 .42 .53 .37 .77 .86 .19 .24 -24.50 -5.01 38.96 41.33 102.88 486.17 432.89 443.37 481.74 -50.53 -34.49 -43.05 -417.89 -349.53 -277.10 -273.23 -244.94 -179.84 -155.37 -75.27 -114.99 -141.54 -129.54 -122.02 -105.23 -82.60 -53.32 -34.44 -32.68 -53.71 -57.30 -294.39 -249.00 -226.38 -225.37 -218.73 -158.39 -169.80 -167.21 -146.68 49945 23253 12720 6950 3954 3064 3414 3276 3042 2717 2691 2737 1803 2496 2920 2999 3056 2402 1915 68 1543 2760 3055 3056 2991 3034 3048 3001 3047 2584 1678 1983 2067 1995 1919 1828 1081 1525 1943 2072 .27340 .46480 .28220 .16748 .27661 .26221 .15723 .79663 .92676 .23755 .67212 .50977 .96753 .48608 .49292 .08301 .58960 .10645 .00635 .43510 .30615 .55322 .57861 .53003 .58887 .06421 .02197 .49365 .41455 .36572 .47778 .75476 .09814 .42578 .84241 .96204 .60315 .60291 .23254 .94141 (90011003) (90011003) (90010803) (90010803) (90010803) (90010203) (90010203) (90010403) (90010403) (90010903) (90010903) (90010903) (90011309) (90011503) (90011503) (90011503) (90011503) (90011503) (90011503) (90011303) (90011303) (90011303) (90011103) (90011103) (90011103) (90011103) (90010903) (90010903) (90010903) (90010903) (90010909) (90011303) (90011303) (90011303) (90011303) (90011303) (90011303) (90011303) (90011103) (90011103) 94 195 249 454 57 50 89 123 108 221 232 235 137 120 103 82 95 59 46 61 104 190 209 213 256 239 215 221 252 447 257 196 170 154 137 133 118 170 240 496 .53 .49 .34 .74 .32 .74 .04 .25 .47 .63 .01 .72 .42 .77 .94 .30 .80 .20 .31 .38 .58 .16 .06 .82 .27 .44 .04 .68 .71 .52 .34 .23 .04 .99 .10 .43 .56 .30 .04 .20 -32.12 17.40 63.34 91.74 496,87 450.00 432.81 462.51 498.80 -41.08 -34.53 -51.50 -389.19 -311.91 -279.83 -275.03 -194.10 -161.00 -84.67 -83.79 -114.09 -143.61 -127.67 -112.62 -93.01 -61.87 -41.06 -27.90 -41.20 -73.03 -304.90 -279.24 -232.05 -229.17 -229.10 -203.66 -152.75 -164.25 -152.28 -147.61 38299 15515 13617 4471 3010 3310 3386 3138 2949 2692 2724 2732 2094 2741 2969 3019 2845 1962 98 242 1770 3049 3056 3056 2981 3043 3036 3050 3021 1836 1825 2059 2030 1973 1903 1721 1058 1712 2053 1289 .72660 .06930 .45410 .65918 .06030 .50220 .22876 .01807 .74902 .56787 .26929 .16919 .44971 .48364 .86255 .07739 .12256 .36450 .71939 .08961 .62244 .36841 .61157 .67871 .58496 .59497 .64380 .87817 .46436 .91504 .15552 .75781 .96960 .68750 .62537 .99146 .70337 .88110 .73486 .44458 (90011003) (90010803) (90010803) (90010803) (90010203) (90010203) (90010403) (90010403) (90010403) (90010903) (90010903) (90010903) (90011503) (90011503) (90011503) (90011503) (90011503) (90011503) (90011303) (90011303) (90011303) (90011103) (90011103) (90011103) (90011103) (90010903) (90010903) (90010903) (90010903) (90010909) (90011303) (90011303) (90011303) (90011303) (90011303) (90011303) (90011303) (90011303) (90011103) (90011109) ft'kikikikJtiiiljtiiilJfci ft 1 ft i k I i i i i CANNON ROAD LIFT STATION DHK ENGINEERS ISCST3 OUTPUT FILE, ODOR UNITS July 2002 *** ISCST3 - VERSION 00101 *** *** ISCST3 RUN, CANNON ROAD LIFT STATION, JULY 2002 *** **MODELOPTs: CONG *** *** 07/10/02 01:03:18 PAGE 41 RURAL ELEV FLGPOL DFAULT *** THE 2ND HIGHEST 1-HR AVERAGE CONCENTRATION INCLUDING SOURCE (S) : STACK1 , VALUES FOR SOURCE GROUP: ALL *** DISCRETE CARTESIAN RECEPTOR POINTS *** X- COORD -30 205 172 188 254 254 122 160 254 9 -40 -86 -58 -80 200 153 164 211 266 -95 -180 -130 -166 -113 -121 -164 -145 -62 -80 -29 -154 94 77 58 27 8 57 11 9 40 (M) Y-COORD (M) .67 .64 .83 .98 .97 .14 .52 .53 .48 .96 .98 .38 .88 .56 .38 .22 .62 .71 .38 .68 .88 .03 .83 .15 .70 .16 .39 .30 .63 .38 .52 .95 .23 .57 .45 .62 .97 .18 .48 .76 -266.12 -282.10 -242.42 -206.70 -188.12 -402.83 -346.76 -258.38 -313.36 -410.64 -253.84 -304.52 -254.71 -260.28 -179.43 -198.09 -172.70 -172.89 -159.91 -274.35 -390.79 -390.99 -408.74 -409.89 -428.69 -450.18 -466.27 -409.14 -278.17 -419.63 -391.84 -414.46 -368.24 -324.85 -335.09 -334.08 -235.39 -157.99 -109.96 -57.34 ** CONC OF OTHER IN MICROGRAMS/M**3 CONC (YYMMDDHH) X-COORD (M) Y 15482 1935 1902 1838 1951 1582 2236 2478 1956 3389 6911 7686 5959 15386 1742 1556 1466 1780 1916 21661 9645 8790 12128 6306 5831 9613 5156 4844 9703 6638 12815 2757 3102 3540 3463 3504 4882 4891 2390 551 .75490 .64685 .46021 .05371 .83826 .63599 .84448 .62109 .67163 .54785 .83057 .14941 .40967 .73340 .17175 .12952 .20544 .22424 .52979 .74800 .02246 .39160 .80270 .16797 .30371 .14453 .77490 .70215 .31836 .27197 .66800 .93408 .99023 .88647 .47168 .67383 .56396 .61084 .67847 .06268 (90011803) (90011303) (90011303) (90011303) (90011103) (90011309) (90011503) (90011303) <90011303) (90011709) (90011709) (90012003) (90011909) (90012003) (90011303) (90011303) (90011303) (90011103) (90011103) (90012003) (90012003) (90012003) (90012003) (90012003) (90012003) (90012003) (90012003) (90011803) (90012003) (90011803) (90012003) (90011509) (90011509) (90011503) (90011703) (90011703) (90011503) (90011703) (90011503) (90011103) 255. 184. 183. 205. 497. 145. 148. 224. -49. -62. -99. -86. -79. 254. 162. 146. 189. 242. 256. -38. -113. -101. -85. -102. -139. -150. -180. -129. 49. -51. 77. 69. 68. 26. 8. 39. 28. 30. 14. 54. 49 08 26 96 90 94 25 36 53 78 57 14 82 08 64 68 11 83 91 27 38 41 10 72 52 89 10 32 03 13 67 67 87 46 59 01 87 99 27 89 -COORD (M) -297.36 -256.59 -223.63 -197.35 -194.70 -377.92 -266.81 -311.37 -271.70 -288.60 -307.29 -243.31 -313.02 -173.99 -198.12 -185.82 -172.80 -159.82 -173.06 -283.05 -468.27 -294.10 -460.85 -390.15 -409.79 -427,63 -431.29 -451.26 -354.95 -443.09 -498.20 -375.75 -338.08 -348.27 -342.55 -267.33 -209.85 -148.65 -90.20 -55.51 ** CONC 1790 1941 1875 1873 1206 1994 2478 2097 5440 4457 13710 28154 4697 1909 1614 1418 1644 1874 1912 8834 5135 18477 4143 6896 8960 9463 11152 5355 3986 4406 2245 3063 3317 3299 3371 4501 5213 4768 1061 1292 .29065 .59973 .90918 .25830 .11304 .18225 .78198 .13647 .39844 .46387 .54880 .41020 .61816 .63672 .25452 .15259 .35254 .97559 .83557 .67773 .43799 .07230 .26221 .04736 .40527 .27441 .81930 .35742 .86206 .70605 .86011 .91260 .20947 .86304 .84253 .36279 .47119 .98047 .57385 .81494 (YYMMDDHH) (90011303) (90011303) (90011303) (90011303) (90011109) (90011503) (90011503) (90011303) (90011709) (90011909) (90012003) (90012003) (90011909) (90011103) (90011303) (90011303) (90011303) (90011103) (90011103) (90011803) (90012003) (90012003) (90011803) (90012003) (90012003) (90012003) (90012003) (90012003) (90011709) (90011803) (90011709) (90011509) (90011509) (90011709) (90011703) (90011703) (90011503) (90011503) (90011503) (90011103) CANNON ROAD LIFT STATION DHK ENGINEERS ISCST3 OUTPUT FILE, ODOR UNITS July 2002 *** ISCST3 - **MODELOPTs: CONC X- COORD 79 115 172 230 179 219 253 493 -36 19 42 -78 44 VERSION 00101 ****** ISCST3 RUN, CANNON ROAD LIFT STATION, *** JULY 2002 *** *** 07/10/02 01:03:18 PAGE 42 RURAL ELEV FLGPOL DFAULT (M) .30 .02 .37 .83 .27 .87 .88 .05 .20 .80 .36 .40 .94 Y- COORD -75 -91 -116 -98 -37 -10 20 13 -479 -366 -376 -433 -440 ** * (M) .38 .53 .23 .56 .16 .00 .00 .43 .87 .14 .58 .56 .63 THE 2ND HIGHEST 1-HR INCLUDING SOURCE (S) : *** DISCRETE ** CONC OF OTHER CONC (YYMMDDHH) 3486.46460 (90011103) 5051.36719 (90011103) 5073.62354 (90011103) 4407.19531 (90011103) 5191.03760 (90010903) 4711.45752 (90010903) 4124.68604 (90010903) 2091.35718 (90010909) 5405.38330 (90011803) 3895.07275 (90011709) 3738.73145 (90011709) 4478.61133 (90011803) 3050.36035 (90011709) AVERAGE CONCENTRATION STACK1 , VALUES FOR CARTESIAN RECEPTOR POINTS IN MICROGRAMS/M**3 X- COORD 90 161 195 211 194 235 398 -57 11 66 41 15 (M) .56 .05 .97 .15 .40 .90 .76 .83 .23 .74 .28 .78 * ** Y- COORD -86 -120 -102 -73 -20 -3 -18 -472 -390 -403 -411 -430 SOURCE (M) .72 .90 .20 .06 .26 .47 .22 .25 .59 .99 .42 .16 GROUP : ALL ** CONC 4345 5151 4879 4786 5048 4460 2701 4062 3611 3386 3351 3183 .59473 .24854 .73193 .02686 .66455 .43701 .37109 .72510 .58496 .22510 .86450 .10864 *** (YYMMDDHH) (90011103) (90011103) (90011103) (90011103) (90010903) (90010903) (90010909) (90011803) (90011709) (90011509) (90011709) (90011709) till i i i •if Ii ii ft i ft j ft i i i CANNON ROAD LIFT STATION DHK ENGINEERS ISCST3 OUTPUT FILE, ODOR UNITS July 2002 *** ISCST3 - VERSION 00101 *** *** ISCST3 RUN, CANNON ROAD LIFT STATION, JULY 2002 *** **MODELOPTS: CONC RURAL BLKV FLGPOL DFAULT *** THE SUMMARY OF HIGHEST 1-HR RESULTS *** *** 07/10/02 *** 01:03:18 PAGE 83 ** CONC OF OTHER IN MICROGRAMS/M**3 GROUP ID AVERAGE CONC DATE (YYMMDDHH)RECEPTOR (XR, YR, ZELEV, ZFLAG) NETWORK OF TYPE GRID-ID ALL HIGH 1ST HIGH VALUE IS 447153.18800 ON 90012205: AT ( HIGH 2ND HIGH VALUE IS 446880.03100 ON 90011803: AT ( -30.00, -8.00, -49.50, -79.30, 10.60, 14.33, 12.10) DC NA 15.80) DC NA *** RECEPTOR TYPES: GC = GRIDCART GP = GRIDPOLR DC = DISCCART DP = DISCPOLR BD = BOUNDARY • i ft i ti i i I; ii ii it li ii li ft i ft i ft i ft i fti ft J ft i li CANNON ROAD LIFT STATION ISCST3 OUTPUT FILE, ODOR UNITS July 2002 DHK ENGINEERS *** ISCST3 - VERSION 00101 *** *** ISCST3 RUN, CANNON ROAD LIFT STATION, JULY 2002 *** 07/10/02 *** *** 01:03:18 **MODELOPTs: PAGE 86 CONC RURAL ELEV FLGPOL DFAULT *** Message Summary : ISCST3 Model Execution *** Summary of Total Messages A Total of 0 Fatal Error Message(s) A Total of 1 Warning Message(s) A Total of 0 Informational Message(s) FATAL ERROR MESSAGES *** NONE *** ******** WARNING MESSAGES ******** OU W413 818 MXEVNT:Number of Threshold Events > 9999 for Ave Period 03 *** ISCST3 Finishes Successfully *** i i i i 1 i i I i i i i CANNON ROAD LIFT STATION DHK ENGINEERS ISCST3 OUTPUT FILE, H2S July 2002 ISCST3 CRLSH2S.INP CRLSH2S.OUT DHK ENGINEERS 07/10/02 HYDROGEN S0LFIDE AT 1.45E-4 GRAMS/SECOND CO STARTING TITLKONE MODELOPT AVERTIME POLLUTID FLAGPOLE TERRHGTS RUNORNOT EVBNTFIL ERRORFIL CO FINISHED ISCST3 RUN, CANNON ROAD LIFT STATION, JULY 2002 DFAULT RURAL CONC 1 3 24 PERIOD OTHER 3 ELEV RUN EVBNTEXP.INP ERRORS.OUT SO STARTING SO LOCATION STACK1 ** Point Source ** Parameters: SO SRCPARAM STACK1 SO BUILDHGT STACK1 SO BUILDHGT STACK1 SO BUILDHGT STACK1 SO BUILDHGT STACK1 SO BUILDHGT STACK1 SO BUILDHGT STACK1 SO BUILDWID STACK1 SO BUILDWID STACK1 SO BUILDWID STACK1 SO BUILDWID STACK1 SO BUILDWID STACK1 SO BUILDWID STACK1 SO SRCGROUP ALL SO FINISHED POINT -8.0 -29.3 9.0 QS HS TS VS DS 1.45E-4 9 9 9 9 9 9 17 43 52 17 43 52 .00 .00 .00 .00 .00 .00 .37 .31 .54 .37 .31 .54 9.14 9. 9. 9. 9. 9. 9. 9. 48. 48. 9. 48. 48. 00 00 00 00 00 00 23 85 33 23 85 33 298. 9, 9. 9, 9, 9, 9. 11. 52, 44. 11. 52. 44. 14. .00 .00 .00 .00 .00 .00 .88 .90 .38 .88 .90 .38 .25 9 9 9 9 9 9 19 55 39 19 55 39 0.4 .00 .00 .00 .00 .00 .00 .68 .34 .22 .68 .34 .22 9 9 9 9 9 9 28 56 32 28 56 32 .00 .00 .00 .00 .00 .00 .50 .11 .86 .50 .11 .86 9 9 9 9 9 9 36 55 25 36 55 25 .00 .00 .00 .00 .00 .00 .46 .16 .50 .46 .16 .50 RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE STARTING DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART -58. -33. -8. -8. -8. -8. 17. 42. -27.5 -28. -77.5 -52.5 -27.5 -2.5 -30. -28. -28. -29 -29 -54 -79 -4 20 -29 -29 -77 -55 -52 -52 -52 -52 -49 -27 0 .3 .3 .3 .3 .3 .7 .3 .3 . . .5 .0 7 7 10 14 7 7 8 10 25 16 9 10 10 28 10 10 9 .62 .62 .06 .33 .32 .32 .69 .36 .9 .2 .1 .5 .1 .9 .6 .5 .1 9 9 11 15 8 8 10 11 27 17 10 12 11 30 12 12 10 .1 .1 .5 .8 .8 .8 .2 .9 .4 .7 .6 .6 .4 .1 .6 A i ii K i ftl kl i j CANNON ROAD LIFT STATION DHK ENGINEERS ISCST3 OUTPUT FILE, H2S July 2002 RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART 48. 78. 123. 153. 128. 98. 48.9 68.1 112. 30.4 -52.5 141. -27.5 -77.5 -27.5 -30. -27.5 -27.5 -2.5 127. -476.3 218.9 -60. -332.3 -284.7 -203.8 -135. 151.1 181.8 21.9 -64. -39. -500. -500. -500. -500. -500. -500. -500. -500. -500. -500. -500. -400. -400. -400. -400. -400. -400. -400. -400. -400. -400. -400. -300. -300. 5 -10 -15 -5 20 35 37 53 91 20 -52 -294 -52 -52 0 -49 -27 -77 -52 -340 68 -207 -408 263 381 296 -392 -267 -229 -404 -247 -260 -500 -400 -300 -200 -100 0 100 200 300 400 500 -500 -400 -300 -200 -100 0 100 200 300 400 500 -500 -400 .3 .6 . .9 .0 .5 .9 .2 .2 .7 .7 .8 .1 .8 .8 . . . 9 9 9 10 10 9 9 9 9 9 7 61 9 7 7 9 7 24 27 61 15 69 28 25 30 15 21 61 69 35 13 15 70 70 70 70 50 30 12 12 12 12 12 70 70 70 70 50 30 12 12 12 9 12 70 70 .2 .4 .5 .2 .1 .8 .14 .14 .14 .14 .6 .1 .6 .6 .1 .6 .4 .4 .5 .7 .8 .4 .5 .8 .7 .2 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 12. 12. 12. 13. 13. 12. 10. 10. 10. 10. 9. 62. 10. 9. 9. 10. 9. 25. 28. 62. 16. 71. 30. 26. 31. 16. 23. 62. 71. 37. 15. 16. 71. 71. 71. 71. 51. 31. 13. 13. 13. 13. 13. 71. 71. 71. 71. 51. 31. 13. 13. 13. 10. 13. 71. 71. 2 4 5 2 1 8 5 5 5 5 1 5 1 1 1 6 1 9 9 5 5 2 2 5 5 5 3 9 2 3 2 8 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 ft i ft I k i fci k 4 t j ft j I I CANNON ROAD LIFT STATION DHK ENGINEERS ISCST3 OUTPUT FILE, H2S July 2002 RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART -300. -300. -300. -300. -300. -300. -300. -300. -300. -200. -200. -200. -200. -200. -200. -200. -200. -200. -200. -200. -100. -100. -100. -100. -100. -100. -100. -100. -100. -100. -100. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 100. 100. 100. 100. 100. 100. 100. 100. 100. 100. 100. 200. 200. 200. -300. -200. -100. 0. 100. 200. 300. 400. 500. -500. -400. -300. -200. -100. 0. 100. 200. 300. 400. 500. -500. -400. -300. -200. -100. 0. 100. 200. 300. 400. 500. -500. -400. -300. -200. -100. 0. 100. 200. 300. 400. 500. -500. -400. -300. -200. -100. 0. 100. 200. 300. 400. 500. -500. -400. -300. 70.0 50.0 30.0 12.0 9.0 9.0 12.0 12.0 17.0 70.0 70.0 70.0 40.0 40.0 30.0 15.0 9.0 9.0 12.0 12.0 60.0 60.0 60.0 50.0 40.0 15.0 9.0 9.0 9.0 21.0 30.0 35.0 35.0 35.0 35.0 30.0 9.0 6.0 6.0 12.0 21.0 30.0 15.0 15.0 15.0 15.0 15.0 6.0 3.0 3.0 15.0 30.0 30.0 9.0 9.0 9.0 71.5 51.5 31.5 13.5 10.5 10.5 13.5 13.5 18.5 71.5 71.5 71.5 41.5 41.5 31.5 16.5 10.5 10.5 13.5 13.5 61.5 61.5 61.5 51.5 41.5 16.5 10.5 10.5 10.5 22.5 31.5 36.5 36.5 36.5 36.5 31.5 10.5 7.5 7.5 13.5 22.5 31.5 16.5 16.5 16.5 16.5 16.5 7.5 4.5 4.5 16.5 31.5 31.5 0.0 10.5 10.5 k «k i CANNON ROAD LIFT STATION DHK ENGINEERS ISCST3 OUTPUT FILE, H2S July 2002 RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART 200. 200. 200. 200. 200. 200. 200. 200. 300. 300. 300. 300. 300. 300. 300. 300. 300. 300. 300. 400. 400. 400. 400. 400. 400. 400. 400. 400. 400. 400. 500. 500. 500. 500. 500. 500. 500. 500. 500. 500. 500. -50. -50. -50. -50. -50. 0. 0. 50. 50. 50. 50. 50. -100. -100. 100. -200. -100. 0. 100. 200. 300. 400. 500. -500. -400. -300. -200. -100. 0. 100. 200. 300. 400. 500. -500. -400. -300. -200. -100. 0. 100. 200. 300. 400. 500. -500. -400. -300. -200. -100. 0. 100. 200. 300. 400. 500. -100. -50. 0. 50. 100. -50. 50. -100. -50. 0. 50. 100. 50. -50. 50. 9 5 3 3 6 18 21 30 9 3 3 3 3 3 3 6 18 30 35 3 3 3 3 3 3 6 22 30 30 35 3 3 3 3 3 6 12 21 30 35 35 25 25 25 20 9 10 9 9 10 8 6 5 20 45 4 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 10. e. 4. 4. 7. 19. 22. 31. 10. 4. 4. 4. 4. 4. 4. 7. 19. 31. 36. 4. 4. 4. 4. 4. 4. 7. 23. 31. 31. 36. 4. 4. 4. 4. 4. 7. 13. 22. 31. 36. 36. 26. 26. 26. 21. 10. 11. 10. 10.11. 9. 7. 6. 21. 46. 5. 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 It t * « k «* * t i i i fe J ft i ft i ft ft j CANNON ROAD LIFT STATION DHK ENGINEERS ISCST3 OUTPUT FILE, H2S July 2002 KU RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE RE DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART DISCCART 100 -495 -478 -460 -403 -377 -375 -418 -425 -380 -376 -354 -343 -326 -316 -284 -264 -273 -222 -200 -125 -131 -140 -137 -127 -125 -98 -119 -143 -141 -119 -105 -66 -47 -34 -494 -464 -445 -402 -400 -370 -346 -280 -265 -252 -239 -235 -233 -227 -208 -182 -124 -39 -20 5 35 .3 .16 .99 .32 .79 .75 .64 .13 .41 .02 .67 .89 .8 .05 .14 .93 .39 .04 .59 .22 .78 .23 .39 .99 .19 .26 .66 .24 .16 .93 .04 .53 .27 .33 .55 .58 .35 .45 .19 .3 .76 .58 .58 .55 .73 .5 .45 .15 .05 .5 .82 .4 .23 .28 -50. 334 358 388 421 411 385 317 291 283 315 325 357 368 393 376 385 402 455 489 -363 -357 -349 -346 -351 -358 497 476 440 425 405 397 435 456 497 -25 8 21 93 127 140 165 195 216 278 287 280 257 233 212 205 241 286 284 266 234 8.0 .8 .26 .03 .91 .16 .58 .54 .99 .29 .25 .82 .75 .34 .87 .7 .15 .23 .32 .33 .7 .08 .51 .7 .44 .05 .46 .23 .09 .17 .9 .32 .54 .77 .22 .3 6 .69 .4 6 .7 6 .79 .46 .95 .53 .78 .54 .02 .61 .15 .69 .3 6 .81 .82 .25 .04 .89 .81 30. 30. 30. 30. 30. 30. 30. 30. 30. 30. 30. 30. 30. 30. 30. 30. 30. 30. 30. 24. 24. 24. 24. 24. 24. 30. 30. 30. 30. 30. 30. 30. 30. 30. .1 6.1 .1 .1 6.1 6.1 6.1 6.1 6.1 6.1 6.1 6.1 6.1 6.1 .1 6.1 6.1 6.1 6.1 6.1 6.1 48 48 48 48 48 48 48 48 48 48 48 48 48 48 48 48 48 48 48 38 38 38 38 38 38 48 48 48 48 48 48 48 48 48 6. 6 6. 6. 6 6 6 6 6 6 6 6 6 6 6. 6 6 6 6 6 6 8.5 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 24 24 24 24 24 24 30 30 30 30 30 30 30 30 30 1 .1 1 1 .1 .1 .1 .1 .1 .1 .1 .1 .1 .1 1 .1 .1 .1 .1 .1 .1 .48 .48 .48 .48 .48 .48 .48 .48 .48 .48 .48 .48 .48 .48 .48 .48 .48 .48 .48 .38 .38 .38 .38 .38 .38 .48 .48 .48 .48 .48 .48 .48 .48 .48 II i ft * t i II ft j ft i ft j CANNON ROAD LIFT STATION DHK ENGINEERS ISCST3 OUTPUT FILE, H2S July 2002 RE DISCCART 64.69 198.46 6.1 6.1 RE DISCCART 83.84 189.87 6.1 6.1 RE DISCCART 94.45 177.04 6.1 6.1 RE DISCCART 38.9 141.02 6.1 6.1 RE DISCCART 36.71 126.11 6.1 6.1 RE DISCCART 53.68 104.73 6.1 6.1 RE DISCCART 36.57 89.88 6.1 6.1 RE DISCCART -23.23 58.14 6.1 6.1 RE DISCCART -66.03 11.42 6.1 6.1 RE DISCCART -132.41 -69.31 6.1 6.1 RE DISCCART -188.1 -141.56 6.1 6.1 RE DISCCART -226.78 -224.53 6.1 6.1 RE DISCCART -250.52 -301.16 6.1 6.1 RE DISCCART -276.2 -328.77 6.1 6.1 RE DISCCART -274.84 -335.81 6.1 6.1 RE DISCCART -254.12 -335.89 6.1 6.1 RE DISCCART -251.39 -360.39 6.1 6.1 RE DISCCART -253.52 -423.47 6.1 6.1 RE DISCCART -258.32 -447.94 6.1 6.1 RE DISCCART -296.06 -465.69 6.1 6.1 RE DISCCART -329.11 -489.1 6.1 6.1 RE DISCCART -342.32 -497.53 6.1 6.1 RE DISCCART 252.22 -411.29 57.91 57.91 RE DISCCART 138.39 -381.66 57.91 57.91 RE DISCCART 114.99 -344.85 57.91 57.91 RE DISCCART 142.6 -265.85 57.91 57.91 RE DISCCART 120.93 -268.59 57.91 57.91 RE DISCCART 117.19 -262.93 57.91 57.91 RE DISCCART 104.95 -262.88 57.91 57.91 RE DISCCART 105.99 -236.52 57.91 57.91 RE DISCCART 107.1 -193.2 57.91 57.91 RE DISCCART 76.1 -173.31 57.91 57.91 RE DISCCART 74.29 -153.52 57.91 57.91 RE DISCCART 54.74 -95.06 57.91 57.91 RE DISCCART 59.47 -90.37 57.91 57.91 RE DISCCART 90.41 -124.39 57.91 57.91 RE DISCCART 106.41 -127.28 57.91 57.91 RE DISCCART 135.53 -145.28 57.91 57.91 RE DISCCART 196.73 -149.29 57.91 57.91 RE DISCCART 208.09 -134.26 57.91 57.91 RE DISCCART 219.4 -132.42 57.91 57.91 RE DISCCART 214.74 -119.22 57.91 57.91 RE DISCCART 249.61 -110.88 57.91 57.91 RE DISCCART 265.68 -96.82 57.91 57.91 RE DISCCART 248.83 -69.44 57.91 57.91 RE DISCCART 250.78 -51.56 57.91 57.91 RE DISCCART 265.85 -51.61 57.91 57.91 RE DISCCART 433.33 -88.98 57.91 57.91 RE DISCCART 489.86 -80.73 57.91 57.91 RE DISCCART 498.36 -76.05 57.91 57.91 RE DISCCART -53.41 -300.88 15.24 15.24 RE DISCCART -281.11 -497.76 24.38 24.38 RE DISCCART -268.83 -487.45 24.38 24.38 RE DISCCART -254.7 -485.62 24.38 24.38 RE DISCCART -244.34 -485.66 24.38 24.38 RE DISCCART -241.56 -497.91 24.38 24.38 i I i i li li 11 li i I ft i 1 i i i I i i J ft I i i k I ft i ft ii i CANNON ROAD LIFT STATION DHK ENGINEERS ISCST3 OUTPUT FILE, H2S July 2002 RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART -314.08 -288.55 -266.86 -245.18 -239.44 -240.18 -241.86 -229.61 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12.91 12.91 -12.62 12.91 12.91 -9.71 12.91 12.91 -9.43 12.91 12.91 -15.19 12.91 12.91 20.34 12.91 12.91 52.12 12.91 12.91 71.83 12.91 12.91 76.47 12.91 12.91 62.07 12.91 12.91 120.06 12.91 12.91 154.67 12.91 12.91 -496.6 48.77 48.77 -472.91 48.77 48.77 -397.61 48.77 48.77 -353.23 48.77 48.77 -316.55 48.77 48.77 -299.49 48.77 48.77 -301.28 48.77 48.77 -272.11 48.77 48.77 -242.05 48.77 48.77 -215.7 48.77 48.77 -199.55 48.77 48.77 tiki CANNON ROAD LIFT STATION DHK ENGINEERS ISCST3 OUTPUT FILE, H2S July 2002 RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART 34.7 52.64 28.33 30.31 40.73 51.1 93.33 111.22 137.5 161.01 194. 199.71 248.71 223.37 221.54 192.45 215.11 234.9 251.83 271.62 441.96 497.6 230.1 -27.79 -15.44 -6.74 -343. -32.04 -2.83 -45.16 -47.91 -28.1 -20.56 -14.87 8.91 22.15 -2.31 -12.61 -11.61 -23.81 -23.71 -26.47 -14.19 -32.97 -13.1 15.37 23.88 68.13 97.23 116.98 136.7 193.22 165.09 155.76 198.24 229.35 -164.67 48.77 48.77 -150.61 48.77 48.77 -105.32 48.77 48.77 -81.78 48.77 48.77 -65.82 48.77 48.77 -62.09 48.77 48.77 -100.86 48.77 48.77 -100.93 48.77 48.77 -122.69 48.77 48.77 -133.14 48.77 48.77 -123.85 48.77 48.77 -108.8 48.77 48.77 -100.52 48.77 48.77 -78.76 48.77 48.77 -64.63 48.77 48.77 -38.15 48.77 48.77 -21.28 48.77 48.77 -17.59 48.77 48.77 -23.31 48.77 48.77 -19.62 48.77 48.77 -49.47 48.77 48.77 -28.96 48.77 48.77 -43 60.35 60.35 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DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART 250.16 380.93 497.87 -88.06 -88.03 -102.1 -89.64 -91.39 -86.67 -69.71 -57.39 -64.83 -28.02 -2.38 -27.75 -32.37 -47.36 -41.63 -47.23 -45.29 -64.07 -62.15 -31.95 10.7 - 22.97 69.11 102.93 130.2 139.63 159.39 144.44 144.5 165.25 199.23 225.63 251.17 366.87 445.18 499.88 -187.89 -187.8 -193.37 -193.28 -189.47 -193.18 -187.45 -175.18 -154.45 -146.9 -146.88 -151.53 -151.5 -143.95 -140.15 -131.7 -111.03 32.26 36.58 36.58 -1.2 36.58 36.58 41.66 36.58 36.58 -497.56 30.48 30.48 -490.03 30.48 30.48 -473.97 30.48 30.48 -418.45 30.48 30.48 -383.6 30.48 30.48 -379.85 30.48 30.48 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DISCCART RE DISCCART RE DiaCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART -96.88 -83.67 -77.98 -59.1 -39.29 -20.33 -24.05 -51.3 -53.1 -69.04 -64.23 -91.43 -79.08 -45.09 17.37 71.96 94.53 145.49 195.49 221 38 249.34 339.66 454.74 497.16 57.32 67.93 50.74 67.73 89.04 112.52 123.25 110.54 108.47 22B.19 221.63 221.66 232.01 242.34 235.72 254.08 137.42 108.38 120.77 130.32 103.94 102.08 82.3 - 93.72 95.8 - 61.95 59.2 - 65.81 46.31 50.11 61.38 94.22 -342.15 24.38 24.38 -335.61 24.38 24.38 -323.39 24.38 24.38 -313.1 24.38 24.38 -303.76 24.38 24.38 -270.87 24.38 24.38 -257.67 24.38 24.38 -243.44 24.38 24.38 -220.84 24.38 24.38 -202.88 24.38 24.38 -176.53 24.38 24.38 -148.18 24.38 24.38 -121.86 24.38 24.38 -98.44 24.38 24.38 -18.64 24.38 24.38 -24.5 24.38 24.38 -32.12 24.38 24.38 -5.01 24.38 24.38 17.4 24.38 24.38 .96 24.38 24.38 63.34 24.38 24.38 41.33 24.38 24.38 91.74 24.38 24.38 102.88 24.38 24.38 496.87 30.48 30.48 486.17 30.48 30.48 450 30.48 30.48 432.89 30.48 30.48 432.81 30.48 30.48 443.37 30.48 30.48 462.51 30.48 30.48 481.74 30.48 30.48 498.8 30.48 30.48 -50.53 57.91 57.91 -41.08 57.91 57.91 -34.49 57.91 57.91 -34.53 57.91 57.91 -43.05 57.91 57.91 -51.5 57.91 57.91 -417.89 54.86 54.86 -389.19 54.86 54.86 -349.53 54.86 54.86 -311.91 54.86 54.86 -277.1 54.86 54.86 -279.83 54.86 54.86 -273.23 54.86 54.86 275.03 54.86 54.86 -244.94 54.86 54.86 194.1 54.86 54.86 -179.84 54.86 54.86 161 54.86 54.86 -155.37 54.86 54.86 -84.67 54.86 54.86 -75.27 54.86 54.86 -83.79 54.86 54.86 -114.99 54.86 54.86 *ifti iiti till tlliiiiititi^jilftlij i i CANNON ROAD LIFT STATION DHK ENGINEERS ISCST3 OUTPUT FILE, H2S July 2002 RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART 104.58 142.14 190.16 203.4 209.06 209.08 213.82 250.58 256.27 242.19 239.44 218.76 215.04 206.59 221.68 239.56 252.71 321.4 447.52 500 - 257.34 216.89 196.23 169.98 170.04 164.42 154.99 146.53 137.1 133.37 133.43 114.77 118.56 144.86 170.3 204.19 240.04 253.24 496.2 -30.67 255.49 205.64 184.08 172.83 183.26 188.98 205.96 254.97 497.9 254.14 145.94 122.52 148.25 160.53 224.36 254.48 -114.09 54.86 54.86 -141.54 54.86 54.86 -143.61 54.86 54.86 -129.54 54.86 54.86 -127.67 54.86 54.86 -122.02 54.86 54.86 -112.62 54.86 54.86 -105.23 54.86 54.86 -93.01 54.86 54.86 -82.6 54.86 54.86 -61.87 54.86 54.86 -53.32 54.86 54.86 -41.06 54.86 54.86 -34.44 54.86 54.86 -27.9 54.86 54.86 -32.68 54.86 54.86 -41.2 54.86 54.86 -53.71 54.86 54.86 -73.03 54.86 54.86 57.3 54.86 54.86 -304.9 67.06 67.06 -294.39 67.06 67.06 -279.24 67.06 67.06 -249 67.06 67.06 -232.05 67.06 67.06 -226.38 67.06 67.06 -229.17 67.06 67.06 -225.37 67.06 67.06 -229.1 67.06 67.06 -218.73 67.06 67.06 -203.66 67.06 67.06 -158.39 67.06 67.06 -152.75 67.06 67.06 -169.8 67.06 67.06 -164.25 67.06 67.06 -167.21 67.06 67.06 -152.28 67.06 67.06 -146.68 67.06 67.06 -147.61 67.06 67.06 -266.12 15.24 15.24 -297.36 69.49 69.49 -282.1 69.49 69.49 -256.59 69.49 69.49 -242.42 69.49 69.49 -223.63 69.49 69.49 -206.7 69.49 69.49 -197.35 69.49 69.49 -188.12 69.49 69.49 -194.7 69.49 69.49 -402.83 60.96 60.96 -377.92 60.96 60.96 -346.76 60.96 60.96 -266.81 60.96 60.96 -258.38 60.96 60.96 -311.37 60.96 60.96 -313.36 60.96 60.96 ill!if 1 I i i CANNON ROAD LIFT STATION DHK ENGINEERS ISCST3 OUTPUT FILE, H2S July 2002 RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART -49.53 9.96 -62.78 -40.98 -99.57 -86.38 -86.14 -58.88 -79.82 -80.56 254.08 200.38 162.64 153.22 146.68 164.62 189.11 211.71 242.83 266.38 256.91 -95.68 -38.27 -180.88 -113.38 -130.03 -101.41 -166.83 -85.1 -113.15 -102.72 -121.7 -139.52 -164.16 -150.89 -145.39 -180.1 -62.3 15.24 13.72 13.72 15.24 13.72 13.72 15.24 13.72 1 1 1 70 70 70 -271.7 15.24 15.24 -410.64 35.66 35.66 -288.6 15.24 -253.84 13.72 -307.29 13.72 -304.52 15.24 -243.31 13.72 -254.71 13.72 -313.02 15.24 -260.28 13.72 -173.99 70.1 -179.43 70.1 -198.12 70.1 -198.09 70.1 -185.82 70.1 -172.7 70.1 -172.8 70.1 -172.89 70.1 -159.82 70.1 -159.91 70.1 -173.06 70.1 -274.35 13.72 -283.05 15.24 -390.79 21.82 -468.27 21.82 -390.99 21.82 -294.1 13.72 -408.74 21.82 -460.85 28.65 70.1 70.1 70.1 70.1 70.1 70.1 70.1 70.1 13.72 15.24 21.82 21.82 21.82 13.72 21.82 28.65 -409.89 21.82 -390.15 21.82 -428.69 21.82 -409.79 21.82 -450.18 21.82 -427.63 21.82 -466.27 21.82 -431.29 21.82 -409.14 28.65 21.82 21.82 21.82 21.82 21.82 21.82 21.82 21.82 28.65 -129.32 -451.26 21.82 21.82 -80.63 -278.17 13.72 13.72 49.03 -354.95 35.66 35.66 -29.38 -419.63 28.65 28.65 -51.13 -443.09 28.65 28.65 -154.52 -391.84 21.82 21.82 77.67 -498.2 42.67 42.67 -414.46 42.67 -375.75 42.67 -368.24 42.67 -338.08 42.67 -324.85 42.67 -348.27 42.67 94.95 69.67 77.23 68.87 58.57 26.46 27.45 8.59 8.62 39.01 57.97 -335.09 42.67 -342.55 42.67 -334.08 42.67 -267.33 42.67 -235.39 42.67 42.67 42.67 42.67 42.67 42.67 42.67 42.67 42.67 42.67 42.67 42.67 i i 1 i I I 1 i I i i i I I t I I 1 I l I i i i i I § 1 I i i i i i CANNON ROAD LIFT STATION DHK ENGINEERS ISCST3 OUTPUT FILE, H2S July 2002 RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE DISCCART RE FINISHED 28.87 11.18 30.99 9.48 14.27 40.76 54.89 79.3 90.56 115.02 161.05 172.37 195.97 230.83 211.15 179.27 194.4 219.87 235.9 253.88 398.76 493.05 -57.83 -36.2 11.23 19.8 66.74 42.36 41.28 -78.4 15.78 44.94 -209.85 42.67 42.67 -157.99 42.67 42.67 -148.65 42.67 42.67 -109.96 42.67 42.67 -90.2 42.67 42.67 -57.34 42.67 42.67 -55.51 42.67 42.67 -75.38 42.67 42.67 -86.72 42.67 42.67 -91.53 42.67 42.67 -120.9 42.67 42.67 -116.23 42.67 42.67 -102.2 42.67 42.67 -98.56 42.67 42.67 -73.06 42.67 42.67 -37.16 42.67 42.67 -20.26 42.67 42.67 -10 42.67 42.67 -3.47 42.67 42.67 20 42.67 42.67 -18.22 42.67 42.67 13.43 42.67 42.67 -472.25 28.65 28.65 -479.87 28.65 28.65 -390.59 35.66 35.66 -366.14 35.66 35.66 -403.99 35.66 35.66 -376.58 35.66 35.66 -411.42 35.66 35.66 -433.56 28.65 28.65 -430.16 35.66 35.66 -440.63 35.66 35.66 ME STARTING ME INPUTFIL PTPLU.INP (4I2,2F9.4,F6.1,I2,2F7.1) ME ANEMHOHT ME SURFDATA ME UAIRDATA ME WINDCATS ME FINISHED 10.000 METERS 99999 1990 99999 1990 1.54 3.09 SURFNAME UAIRNAME 5.14 8.23 10.80 OU STARTING RECTABLE ALLAVE FIRST-SECOND MAXTABLE ALLAVE 50 MAXIFILE 3 ALL 30.0 MAXIALL.FIL 25 MAXIFILE 24 ALL 10.0 MAXIALL.FIL 25 ** The following card was changed to use the PLOT format instead of UNFORM. POSTFILE 24 ALL PLOT PSTALL.FIL 21 POSTFILE PERIOD ALL PLOT PSTANALL.FIL 22 ** Note that the following two input cards generate PLOTFILEs with the file ** unit dynamically allocated by the ISCST program. When porting the model ** to another computer system, the user may need to specify the file units ** as is done on the previous four input cards. PLOTFILE 3 ALL 2ND PLT03ALL.FIL PLOTFILE 24 ALL 2ND PLT24ALL.FIL li ft i ti ft i t i ft f 11 11 11 t i i i i i ii 11 t i ii ft it i CANNON ROAD LIFT STATION DHK ENGINEERS ISCST3 OUTPUT FILE, H2S July 2002 OU FINISHED *** SETUP Finishes Successfully *** * J t i i i i i i i I i t i l i i i 1 i i i i i i i i i i i CANNON ROAD LIFT STATION DHK ENGINEERS ISCST3 OUTPUT FILE, H2S July 2002 *** ISCST3 - VERSION 00101 ****** ISCST3 RUN, CANNON ROAD LIFT STATION, JULY 2002 *** *** *** **MODELOPTs: CONG 07/10/02 01:41:57 PAGE 1 RURAL ELEV FLGPOL DFAULT *** MODEL SETUP OPTIONS SUMMARY *** "Intermediate Terrain Processing is Selected "•Model Is Setup For Calculation of Average concentration Values. -- SCAVENGING/DEPOSITION LOGIC -- *'Model Uses NO DRY DEPLETION. DDPLETE . F "Model Uses NO MET DEPLETION. WDPLETB - F ••NO WET SCAVENGING Data Provided. • •NO GAS DRY DEPOSITION Data Provided. ••Model Does NOT Use GRIDDED TERRAIN Data for Depletion Calculations ••Model Uses RURAL Dispersion. ••Model Uses Regulatory DEFAULT Options: 1. Final Plume Rise. 2. Stack-tip Downwash. 3. Buoyancy-induced Dispersion. 4. Use Calms Processing Routine. 5. Not Use Missing Data Processing Routine. 6. Default Wind Profile Exponents. 7. Default Vertical Potential Temperature Gradients. 8. "Upper Bound" Values for Supersquat Buildings. 9. No Exponential Decay for RURAL Mode ••Model Accepts Receptors on ELEV Terrain. ••Model Accepts FLAGPOLE Receptor Heights. ••Model Calculates 3 Short Term Average(B) of: 1-HR 3-HR 24-HR and Calculates PERIOD Averages ••This Run Includes: 1 Source(s); 1 Source Group(s); and 665 Receptor(s) ••The Model Assumes A Pollutant Type of: OTHER • •Model Set To Continue RUNning After the Setup Testing. ••Output Options Selected: Model Outputs Tables of PERIOD Averages by Receptor Model Outputs Tables of Highest short Term Values by Receptor (RECTABLE Keyword) Model Outputs Tables of Overall Maximum Short Term Values (HAXTABLE Keyword) Model Outputs External File(s) of Threshold Violations (MAXIFILE Keyword) Model Outputs External File(s) of Concurrent values for postprocessing {POSTFILE Keyword) Model Outputs External File(s) of High Values for Plotting (PLOTFILE Keyword) • •NOTE: The Following Flags May Appear Following CONC Values: c for Calm Hours m for Missing Hours b for Both Calm and Missing Hours ••Misc. Inputs: Anem. Hgt. (m) = 10.00 ; Decay Cost. • 0.000 Emission Units = GRAMS/SEC Output Units = MICROGRAMS/M"3 ••Approximate Storage Requirements of Model = 1.3 MB of RAM. ••Input Runstream File: CRLSH2S.INP ••Output Print Pile: CRLSH2S.ODT ••Detailed Error/Message File: ERRORS.OUT ••File Created for Event Model: EVENTEXP.INP ; Rot. Angle > 0.0 ; Emission Rate Unit Factor 0.10000E+07 * t 1 t 1 II 1 t. CANNON ROAD LIFT STATION DHK ENGINEERS *** ISCST3 - VERSION 00101 *** **MODELOPTs: CONG RURAL ISCST3 OUTPUT FILE, H2S *** ISCST3 RUN, CANNON ROAD LIFT STATION, JULY 2002 *** ELEV FLGPOL DFAULT July 2002 *** 07/10/02 *** 01:41:57 PAGE 2 *** POINT SOURCE DATA *** NUMBER EMISSION RATE BASE STACK STACK STACK STACK BUILDING EMISSION RATE SOURCE PART. (GRAMS/SEC) X Y ELEV. HEIGHT TEMP. EXIT VEL. DIAMETER EXISTS SCALAR VARY ID CATS. (METERS) (METERS) (METERS) (METERS) (DEG.K) (M/SEC) (METERS) BY STACK1 0 0.14500E-03 -8.0 -29.3 9.0 9.14 298.00 14.25 0.40 YES t i i i ft j ft i i i t i §i § i k i ft | ft CANNON ROAD LIFT STATION DHK ENGINEERS ISCST3 OUTPUT FILE, H2S July 2002 *** ISCST3 - VERSION 00101 *** *** ISCST3 RUN, CANNON ROAD LIFT STATION, JULY 2002 *** **MODELOPTS: CONG RURAL ELEV FLGPOL DFAULT *** 07/10/02 *** 01:41:57 PAGE 3 GROUP ID *** SOURCE IDs DEFINING SOURCE GROUPS *** SOURCE IDS ALL STACK1 • i t i i i t i i i ft i fei l I if ft i ft i i i i i CANNON ROAD LIFT STATION DHK ENGINEERS ISCST3 OUTPUT FILE, H2S July 2002 *** ISCST3 - VERSION 00101 *** * *MODELOPTS: CONG *** ISCST3 RUN, CANNON ROAD LIFT STATION, JULY 2002 *** RURAL ELEV FLGPOL DFAULT *** DIRECTION SPECIFIC BUILDING DIMENSIONS *** *** *** 07/10/02 01:41:57 PAGE 4 SOURCE ID: STACK1 IFV BH BW WAR IFV BH BW WAR IFV BH BW WAR IFV BK BW WAR IFV BH BW WAR IFV BH BW WAR 1 7 13 19 25 31 9.0, 9.0, 9.0, 9.0, 9.0, 9.0, 17.4, 0 43.3, 0 52.5, 0 17.4, 0 43.3, 0 52.5, 0 2 8 14 20 26 32 9.0, 9.0, 9.0, 9.0, 9.0, 9.0, 9.2, 0 48.8, 0 48.3, 0 9.2, 0 48.8, 0 48.3, 0 3 9 15 21 27 33 9.0, 9.0, 9.0, 9.0, 9.0, 9.0, 11.9, 0 52.9, 0 44.4, 0 11.9, 0 52.9, 0 44.4, 0 4 10 16 22 28 34 9.0, 9.0/ 9.0, 9.0, 9.0, 9.0, 19.7, 0 55.3, 0 39.2, 0 19.7, 0 55.3, 0 39.2, 0 5 11 17 23 29 35 9.0, 9.0, 9.0, 9.0, 9.0, 9.0, 28.5, 0 56.1, 0 32.9, 0 28.5, 0 56.1, 0 32.9, 0 6 12 18 24 30 36 9-0, 9.0, 9.0, 9.0, 9.0, 9.0, 36.5, 0 55.2, 0 25.5, 0 36.5, 0 55.2, 0 25.5, 0 ii t i i i i j ii ii • i I i 11 li k i i i i i ii i i l i i i i i CANNON ROAD LIFT STATION DHK ENGINEERS ISCST3 OUTPUT FILE, H2S July 2002 *** ISCST3 - VERSION 00101 *** *** ISCST3 RUN, CANNON ROAD LIFT STATION, JULY 2002 **MODELOPTS: CONC RURAL ELEV FLGPOL DFAULT *** * ** 07/10/02 01:41:57 PAGE 5 *** DISCRETE CARTESIAN RECEPTORS *** (X-COORD, Y-COORD, ZELEV, ZFLAG) (METERS) ( -58 ( -8 ( -8 ( 17 ( -27 ( -77 ( -27 ( -30 ( -28 ( 78 ( 153 ( 98 ( 68 ( 30 141 -77 -30 -27 127 ( 218 ( -332 -203 151 21 -39 ( -500 ( -500 -500 -500 -500 -400 -400 -400 -400 -400 -400 -300 -300 -300 -300 -300 -200 -200 -200 -200 .0, -0, .0, .0, .5, .5, .5, .0, .0, .0, .0, .0, .1, .4, .0, .5, .0, .5, .0, .9, .3, • 8, .1, .9, .0, .0, .0, .0, • 0, .0, .0, .0, .0, .0, .0, .0, • 0, .0, -0, .0, .0, .0, .0, 0, 0, -29 -54 -4 -29 -77 -52 -52 -49 0 -10 -5 35 53 20 -294 -52 -49 -77 -340 -207 263 296 -267 -404 -260 -400 -200 0 200 400 -500 -300 -100 100 300 500 -400 -200 0 200 400 -500 -300 -100 100 .3, .3, .3, • 3, .0, .0, .0, .5, .0, .0, .0, .0, .0, .6, .9, .0, .5, .0, .9, .2, .7, .7, .1, .8, .0, .0, .0, .0, .0, .0, .0, .0, • 0, .0, .0, .0, .0, .0, .0, .0, .0, • 0, .0, • 0, .0, 7 10 7 8 25 9 10 10 9 9 10 9 9 9 61 7 9 24 61 69 25 15 61 35 15 70 70 30 12 12 70 70 50 12 12 12 70 50 12 9 12 70 70 40 15 .6, .1, .3, .7, .9, .1, .1, .6, .1, .4, .2, .8, -1, .1, .0, .6, • 1, • 4, .0, .5, .0, .0, .4, • 8, .2, .0, • 0, .0, .0, .0, .0, .0, .0, .0, .0, .0, .0, .0, • 0, .0, .0, .0, .0, .0, .0, 9. 11. 8. 10. 27. 10. 11. 12. 10. 12. 13. 12. 10. 10. 62. 9. 10. 25. 62. 71. 26. 16. 62. 37. 16. 71. 71. 31. 13. 13. 71. 71. 51. 13. 13. 13. 71. 51. 13. 10. 13. 71. 71. 41. 16. i); 5); 8); 2); 4),' 6); 6); 1); 6); 4); 2); 8); 5); 5); 5); 1); 6); 9); 5); 2),- 5); 5); 9); 3); 8); 5); 5); 5); 5); 5); 5); 5); 5); 5); 5); 5); 5); 5); 5); 5); 5); 5); 5); 5); 5); (((((((((((((((((((((((((((((( [ ~ - - - - - ((((((((( -33 -8 -8 42 -28 -52 -2 -28 48 123 128 48 112 -52 -27 -27 -27 -2 476 -60 284 135 181 -64 500 500 500 500 500 500 400 400 400 400 400 300 300 300 300 300 300 200 200 200 200 .0, .0, .0, .0, .0, .5, -5, .0, .0, .0, .0, .9, -0, .5, • 5, .5, .5, .5, .3, .0, .7, .0, .8, .0, .0, .0, .0, .0, .0, .0, .0, .0, .0, .0, .0, .0, • 0, .0, .0, .0, .0, .0, .0, .0, .0, -29. -79. 20. -29. -55. -52. -52. -27. 5. -15. 20. 37. 91. -52. -52. 0. -27. -52. 68. -408. 381. -392. -229. -247. -500. -300. -100. 100. 300. 500. -400. -200. 0. 200. 400. -500. -300. -100. 100. 300. 500. -400. -200. 0. 200. 3, 3, 7, 3, 0, 0, 0, 0, 0, 0, 0, 3, 0, 0, 0, 0, 0, 0, 2, 0, 0, 8, 8, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 7 14 7 10 16 10 28 10 9 9 10 9 9 7 9 7 7 27 15 28 30 21 69 13 70 70 50 12 12 12 70 70 30 12 9 70 70 30 9 12 17 70 40 30 9 .6, .3, • 3, .4, .2, .5, .9, • 5, .2, .5, .1, • 1, .1, .6, .1, .6, .6, .4, .0, • 7, • 0, .8, • 5, .7, .0, .0, .0, .0, .0, .0, .0, .0, • 0, .0, .0, .0, .0, .0, • 0, .0, .0, • 0, .0, .0, .0, 9 15 8 11 17 12 30 12 12 12 13 10 10 9 10 9 9 28 16 30 31 23 71 15 71 71 51 13 13 13 71 71 31 13 10 71 71 31 10 13 18 71 41 31 10 .1); .8); .8); .9); .7); .0) ; .4); .0); .2) ; .5); .1); .5); .5); .1) ; .1) ; .1); .1); .9); .5); .2); .5) ; .3); .2); .2); .5); .5); .5); .5); .5); .5); .5); .5); .5); .5); .5); .5); .5); .5); .5); .5); .5) ,• .5); .5); .5); .5) ; i i li i i 1 i ft i ij 11 A i i i ft i ft i ft i CANNON ROAD LIFT STATION DHK ENGINEERS ISCST3 OUTPUT FILE, H2S July 2002 *** ISCST3 - VERSION 00101 *** **MODELOPTS: CONG *** ISCST3 RUN, CANNON ROAD LIFT STATION, JULY 2002 *** RURAL ELEV FLGPOL DFAULT *** *** 07/10/02 01:41:57 PAGE 6 *** DISCRETE CARTESIAN RECEPTORS *** (X-COORD, Y-COORD, ZELEV, ZFLAG) (METERS) ( -200. ( -200. ( -100. ( -100. ( -100. ( -100. ( -100. ( 0. ( 0. ( 0. ( 0. ( 0. ( 0. ( 100. ( 100. ( 100. ( 100. ( 100. ( 200. ( 200. ( 200. ( 200. ( 200. ( 200. ( 300. ( 300. ( 300. ( 300. ( 300. ( 400. ( 400. ( 400. ( 400. ( 400. ( 400. ( 500. ( 500. ( 500. ( 500. ( 500. ( -50. ( -50. ( -50. ( 0. 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.5); .5) i .0); .5); .5); .5); .5); •5); .5); .5); .5); .5); .5); .5); .5); .5); .5); -5); .5); .5); .5); .5); .5); .5); .5); .5); .5); • S); .5); ( -200 ( -100 ( -100 ( -100 ( -100 -100 -100 0 0 0 0 0 100 ( 100 ( 100 ( 100 ( 100 ( 100 ( 200 ( 200 ( 200 ( 200 200 300 300 300 300 300 300 400 400 400 400 400 500 500 500 500 500 500 ( -50 ( -50 0 ( 50 50 .0, .0, .0, .0, .0, .0, .0, .0, .0, .0, .0, .0, .0, .0, .0, .0, .0, .0, .0, • 0, .0, .0, .0, .0, .0, .0, .0, .0, .0, .0, .0, .0, .0, .0, .0, .0, .0, .0, .0, .0, • 0, .0, .0, .0, .0, 400 -500 -300 -100 100 300 500 -400 -200 0 200 400 -500 -300 -100 100 300 500 -400 -200 0 200 400 -500 -300 -100 100 300 500 -400 -200 0 200 400 -500 -300 -100 100 300 500 -50 50 -50 -100 0 •0, .0, .0, .0, .0, .0, .0, .0, .0, .0, .0, .0, .0, .0, .0, .0, .0, .0, .0, .0, .0, .0, .0, .0, .0, .0, .0, .0, .0, .0, • 0, .0, .0, .0, .0, .0, .0, .0, .0, .0, .0, .0, .0, .0, .0, 12 60 60 40 9 9 30 35 35 9 6 21 15 15 15 3 15 30 9 9 3 6 21 9 3 3 3 18 35 3 3 3 22 30 3 3 3 12 30 35 25 20 10 9 8 .0, .0, .0, .0, • 0, .0, .0, .0, .0, .0, .0, .0, .0, .0, .0, .0, .0, .0, .0, .0, .0, .0, .0, .0, .0, • 0, .0, .0, .0, .0, • 0, • 0, .0, .0, .0, .0, .0, .0, .0, .0, .0, .0, .0, • 0, .0, 13 61 61 41 10 10 31 36 36 10 7 22 16 16 16 4 16 31 10 10 4 7 22 10 4 4 4 19 36 4 4 4 23 31 4 4 4 13 31 36 26 21 11 10 9 .5) .5) .5) .5) .5) .5) .5) .5) -5) .5) .5) .5) .5) .5) .5) .5) .5) .5) .5) .5) .5) .5) .5), .5) .5), .5), .-5), .5), .5) ; .5) .5) .5) .5) .5) .5) .5) .5) .5) .5) .5) .5) .5) 5) 5) 5) i! fi ij ii ii t i i i II Ii il II Ii II II II II fc i fc j CANNON ROAD LIFT STATION DHK ENGINEERS ISCST3 OUTPUT FILE, H2S July 2002 *** ISCST3 - VERSION 00101 *** **MODELOPTS: CONC *** ISCST3 RUN, CANNON ROAD LIFT STATION, JULY 2002 *** RURAL ELEV FLGPOL DFAULT 07/10/02 01:41:57 PAGE 7 *** DISCRETE CARTESIAN RECEPTORS *** (X-COORD, Y-COORD, ZELEV, ZFLAG) (METERS) (( (((((( (((((((( 50. -100. 100. -495. -461. -377. -418. -380. -354. -326. -284. -273. -200. -131. -137. -125. -119. -141. -105. -47. -494. -445. -400. -346. -265. -239. -233. -208. -124. -20. 35. 83. 38. 53. -23. -132. -226. -276. -254. -253. -296. -342. 138. 142. 117. 0, 0, 0, 3, 0, 8, 6, 4, 7, 8, 1, 4, 6, 8, 4, 2, 7, 2, 0, 3, 5, 4, 2, 8, 6, 7, 4, 1, 8, 2, 0, 8, 9, 7, 2, 4, 8, 2, 1, 5, 1, 3, 4, 6, 2, 50. 50. 50. 334. 388. 411. 317. 283. 325. 368. 376. 402. 489. -357. -346. -358. 476. 425. 397. 456. -25. 21. 127. 165. 216. 287. 257. 212. 241. 284. 234. 189. 141. 104. 58. -69. -224. -328. -335. -423. -465. -497. -381. -265. -262. 0, 0, 0, 8, 0, 2, 5, 3, 8, 3, 7, 2, 3, 1, 7, 0, 2, 2, 3, 8, 3, 4, 8, 9, 8, 0, 1, 3, 8, 0, 8, 9, 0, 7, 1, 3, 5, 8, 9, 5, 7, 5, 7, 9, 9, 6 20 4 30 30. 30. 30. 30 30. 30. 30 30 30. 24. 24. 24. 30. 30. 30. 30. 6. 6. 6. 6. 6. 6. 6. 6. 6. 6. 6. 6. 6. 6. 6. 6. 6. 6. 6. 6. 6. 6. 57. 57. 57. 0, 0, 0, 5, 5, 5, 5, 5, 5, 5, 5, 5, 5, 4, 4, 4, 5, 5, 5, 5, 1, 1, 1, 1, 1, 1, 1, 1, 1, 1, 1, 1, 1, 1, 1, 1, 1, 1, 1, 1, 1, 1, 9, 9, 9, 7 21 5 30 30 30 30 30 30 30 30 30 30 24 24 24 30 30 30 30 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 57 57 57 .5); .5); .5); .5); .5); -5); .5); .5); .5); .5); .5); .5); .5); .4); .4); .4); .5); .5); .5); .5); .1); .1); .1); .1); .1); .1); -1); .1); .1);.1); .1); .1); .1); .1); .1) / .1); .1); .1); .1); .1); .1); .1); .9); 9); 9); ((((((((((((((((((((({(((((((( ((({((((( 50.0, -100.0, 100.0, -478.2, -403.3, -375.8, -425.1, -376.0, -343.9, -316.0, -264.9, -222.0, -125.2, -140.2, -128.0, -98.3, -143.2, -119.9, -66.5, -34.3, -464.6, -402.5, -370.3, -280.6, -252.6, -235.5, -227.1, -182.5, -39.4, 5.3, 64.7, 94.4, 36.7, 36.6, -66.0, -188.1, -250.5, -274.8, -251.4, -258.3, -329.1, 252.2, 115.0, 120.9, 104.9, 100.0, -50.0, -50.0, 358.3, 421.9, 385.6, 292.0, 315.3, 357.8, 393.9, 385.1, 455.3, -363.7, -349.5, -351.4, 497.5, 440.1, 405.9, 435.5, 497.2, 8.7, 93.7, 140.5, 195.5, 278.5, 280.6, 233.7, 205.8, 286.3, 266.9, 198.5, 177.0, 126.1, 89.9, 11.4, -141.6, -301.2, -335.8, -360.4, -447.9, -489.1, -411.3, -344.9, -268.6, -262.9, 5.0, 45.0, 8.0, 30.5, 30.5, 30.5, 30.5, 30.5, 30.5, 30.5, 30.5, 30.5, 24.4, 24.4, 24.4, 30.5, 30.5, 30.5, 30.5, 30.5, 6.1, 6.1, 6.1, 6.1, 6.1, 6.1, 6.1, 6.1, 6.1, 6.1, 6.1, 6.1, 6.1, 6.1, 6.1, 6.1, 6.1, 6.1, 6.1, 6.1, 6.1, 57.9, 57.9, 57.9, 57.9, 6.5) ; 46.5) ; 8.5) j t 30.5); 30.5) ; 30.5) ; 30.5) ; 30.5) ; 30.5) ; 30.5) ; 30.5); 30.5) ; 24.4) ; 24.4) ; 24.4) ; 30.5) 30.5) 30.5) 30.5) 30.5) 6.1) 6.1) 6.1) 6.1) 6.1) 6.1) 6.1) 6.1) 6.1) ; 6.1) i ; 6.1) j i 6.1) i 6.1) i I 6.1); 6.1); 6.1) ; 6.1) ; 6.1) ; 6.1); 6.1); 6.1) ; 57.9) ; 57.9) ; 57.9); 57.9) ; CANNON ROAD LIFT STATION DHK ENGINEERS ISCST3 OUTPUT FILE, H2S July 2002 *** ISCST3 • **MODELOPTs: CONC VERSION 00101 ***** * ** ISCST3 RUN, CANNON ROAD LIFT STATION, JULY 2002 RURAL ELEV FLGPOL DFAULT *** DISCRETE CARTESIAN RECEPTORS *** (X-COORD, Y-COORD, ZELEV, ZFLAG) (METERS) *** *** ( 106.0, ( 76.1, ( 54.7, ( 90.4, ( 135.5, ( 208.1, ( 214.7, ( 265.7, ( 250.8, ( 433.3, ( 498.4, ( -281.1, ( -254.7, ( -241.6, ( -288.5, ( -245.2, ( -240.2, ( -229.6, ( -204.4, ( -200.5, ( -188.1, ( -152.3, ( -133.5, ( -118.4, ( -104.2, ( -108.7, ( -79.5, ( -120.6, ( -63.0, ( -27.2, ( 7.4, ( 43.3, ( 100.3, ( 227.6, ( 263.5, ( 437.9, ( 150.2, ( 123.3, ! 103.8, ( 50.2, ( 74.9, ( 43.0, ( 52.6, ( 30.3, ( 51.1, -236.5, -173.3, -95.1, -124.4, -145.3, -134.3, -119.2, -96.8, -51.6, -89.0, -76.1, -497.8, -485.6, -497.9, -472.3, -460.2, -382.1, -329.4, -374.7, -340.8, -313.5, -315.6, -309.0, -295.0, -277.1, -227.2, -233.0, -153.7, -91.8, -61.0, -18.0, -9.7, -15.2, 52.1, 76.5, 120.1, -496.6, -397.6, -316.5, -301.3, -242.1, -199.6, -150.6, -81.8, -62.1, 57.9, 57.9, 57.9, 57.9, 57.9, 57.9, 57.9, 57.9, 57.9, 57.9, 57.9, 24.4, 24.4, 24.4, 12.9, 12.9, 12.9, 12.9, 12.9, 12.9, 12.9, 12.9, 12.9, 12.9, 12.9, 12.9, 12.9, 12.9, 12.9, 12.9, 12.9, 12.9, 12.9, 12.9, 12.9, 12.9, 48.8, 48.8, 48.8, 48.8, 48.8, 48.8, 48.8, 48.8, 48.8, 57.9); 57.9); 57.9); 57.9); 57.9); 57.9); 57.9); 57.9) 57.9) 57.9) 57.9) 24.4) 24.4) 24.4) 12.9) 12.9) 12.9); 12.9); 12.9); 12.9); 12.9) ; 12.9) ; 12.9); 12.9) ; 12.9); 12.9) ; 12.9); 12.9); 12.9); 12.9) ; 12.9) ; 12.9); 12.9) ; 12.9); 12.9); 12.9); 48.8) ; 48.8) ; 48.8); 48.8) ; 48.8); 48.8) ; 48.8); 48.8) ; 48.8) ; ( 107.1, ( 74.3, ( 59.5, ( 106.4, ( 196.7, ( 219.4, < 249.6, ( 248.8, ( 265.9, ( 489.9, ( -53.4, ( -268.8, ( -244.3, ( -314.1, ( -266.9, ( -239.4, ( -241.9, ( -228.8, ( -177.0, ( -201.4, ( -176.8, ( -138.2, ( -125.0, ( -116.4, ( -111.5, ( -100.2, ( -92.6, ( -97.0, ( -33.6, ( 1.9, ( 17.6, ( 70.1, ( 167.3, ( 245.6, ( 335.0, t 497.4, ( 113.6, ( 91.4, ( 73.7, ( 56.9, ( 79.7, ( 34.7, ( 28.3, ( 40.7, ( 93.3, -193.2, -153.5, -90.4, -127.3, -149.3, -132.4, -110.9, -69.4, -51.6, -80.7, -300.9, -487.5, -485.7, -498.6, -463.9, -434.8, -329.4, -352.9, -364.4, -324.8, -310.8, -315.6, -305.3, -287.5, -236.6, -227.3, -200.0, -119.9, -56.2, -29.6, -12.6, -9.4, 20.3, 71.8, 62.1, 154.7, -472.9, -353.2, -299.5, -272.1, -215.7, -164.7, -105.3, -65.8, -100.9, 57,9, 57.9, 57.9, 57.9, 57.9, 57.9, 57.9, 57.9, 57.9, 57.9, 15.2, 24.4, 24.4, 12.9, 12.9, 12.9, 12.9, 12.9, 12.9, 12.9, 12.9, 12.9, 12.9, 12.9, 12.9, 12.9, 12.9, 12.9, 12.9, 12.9, 12.9, 12.9, 12.9, 12.9, 12.9, 12.9, 48.8, 48.8, 48.8, 48.8, 48.8, 48.8, 48.8, 48.8, 48.8, 57.9) ; 57.9) ; 57.9) ; 57.9) ; 57.9); 57.9) ; 57.9) ; 57.9); 57.9) ; 57.9) ; 15.2); 24.4) ; 24.4) ; 12.9) ; 12.9) ; 12.9) ; 12.9) ; 12.9) ; 12.9) ; 12.9) ; 12.9) ; 12.9); 12.9) ; 12.9) ; 12.9); 12.9) ; 12.9) ; 12.9) ; 12.9) ; 12.9) ; 12.9) ; 12.9) ; 12.9) ; 12.9) ; 12.9) ; 12.9); 48.8) ; 48.8) ; 48.8) ; 48.8) ; 48.8) ; 48.8) ; 48.8) ; 48.8) ; 48.8) ; 07/10/02 01:41:57 PAGE 8 I i II i 1 II CANNON ROAD LIFT STATION DHK ENGINEERS ISCST3 OUTPUT FILE, H2S July 2002 *** ISCST3 - VERSION 00101 *** **MODELOPTs: CONG *** ISCST3 RUN, CANNON ROAD LIFT STATION, JULY 2002 *** RURAL ELEV FLGPOL DFAULT *** *** 07/10/02 01:41:57 PAGE 9 *** DISCRETE CARTESIAN RECEPTORS *** (X-COORD, Y-COORD, ZELEV, ZFLAG) (METERS) ( 111.2, ( 161.0, ( 199.7, ( 223.4, ( 192.4, ( 234.9, ( 271.6, ( 497.6, ( -27. 8, ( -6.7, ( -32.0, ( -45.2, ( -28.1, ( -14.9, ( 22.1, ( -12.6, ( -23.8, ( -26.5, ( -33.0, ( 15.4, ( 68.1, ( 117.0, ( 193.2, ( 155.8, ( 229.4, ( 380.9, ( -88.1, ( -102.1, ( -91.4, ( -69.7, ( -64.8, ( -2.4, ( -32.4, ( -41.6, ( -45.3, ( -62.2, ( 10.7, ( 69.1, ( 130.2, ( 159.4, ( 144.5, ( 199.2, ( 251.2, ( 445.2, ( -187.9, -100.9, -133.1, -108.8, -78.8, -38.2, -17.6, -19.6, -29.0, -496.9, -410.3, -378.2, -360.2, -331.1, -319.9, -243.7, -222.9, -196.5, -153.1, -129.6, -48.8, -41.4, -71.8, -83.3, -27.6, 6.9, -1.2, -497.6, -474.0, -383.6, -379.0, -332.9, -256.8, -217.1, -176.6, -149.3, -126.6, -39.3, -32.0, -63.3, -64.4, -17.3, 10.8, 49.2, 53.2, -498.1, 48.8, 48.8, 48.8, 48.8, 48.8, 48.8, 48.8, 48.8, 36.6, 36.6, 36.6, 36.6, 36.6, 36.6, 36.6, 36.6, 36.6, 36.6, 36.6, 36.6, 36.6, 36.6, 36.6, 36.6, 36.6, 36.6, 30.5, 30.5, 30.5, 30.5, 30.5, 30.5, 30.5, 30.5, 30.5, 30.5, 30.5, 30.5, 30.5, 30.5, 30.5, 30.5, 30.5, 30.5, 24.4, 48.8) ; 48.8); 48.8); 48.8); 48.8); 48.8); 48.8) ; 48.8) ; 36.6); 36.6) ; 36.6) ; 36.6); 36.6) ; 36.6); 36.6); 36.6) ; 36.6); 36.6) ; 36.6); 36.6) ; 36.6) ; 36.6); 36.6) ; 36.6) ; 36.6) ; 36.6) ; 30.5); 30.5); 30.5); 30.5); 30.5); 30.5); 30.5); 30.5) ; 30.5) ; 30.5) ; 30.5); 30.5); 30.5) ; 30.5); 30.5) ; 30.5) ; 30.5) ; 30.5); 24.4) ; ( 137.5, ( 194.0, ( 248.7, ( 221.5, ( 215.1, ( 251.8, ( 442.0, ( 230.1, ( -15.4, ( -343.0, ( -2.8, ( -47.9, ( -20.6, ( 8.9, ( -2.3, ( -11.6, ( -23.7, ( -14.2, ( -13.1, ( 23.9, ( 97.2, ( 136.7, ( 165.1, ( 198.2, ( 250.2, ( 497.9, ( -88.0, ( -89.6, ( -86.7, ( -57.4, ( -28.0, ( -27.8, ( -47.4, ( -47.2, ( -64.1, ( -32.0, ( 23.0, ( 102.9, ( 139.6, ( 144.4, ( 165.3, ( 225.6, ( 366.9, ( 499.9, ( -187.8, -122.7, -123.8, -100.5, -64.6, -21.3, -23.3, -49.5, -43.0, -468.6, -396.1, -371.7, -342.3, -331.1, -259.7, -237.0, -207.8, -171.0, -142.8, -106.1, -39.4, -67.0, -86.9, -51.2, -1.4, 32.3, 41.7, -490.0, -418.5, -379.9, -356.4, -312.3, -241.6, -198.3, -164.4, -135.1, -107.9, -30.0, -52.9, -59.6, -32.3, -9.8, 19.2, 15.8, 75.6, -476.5, 48.8, 48.8, 48.8, 48.8, 48.8, 48.8, 48.8, 60.3, 36.6, 36.6, 36.6, 36.6, 36.6, 36.6, 36.6, 36.6, 36.6, 36.6, 36.6, 36.6, 36.6, 36.6, 36.6, 36.6, 36.6, 36.6, 30.5, 30.5, 30.5, 30.5, 30.5, 30.5, 30.5, 30.5, 30.5, 30.5, 30.5, 30.5, 30.5, 30.5, 30.5, 30.5, 30.5, 30.5, 24.4, 48.8) ; 48.8); 48.8) ; 48.8) ; 48.8) ; 48.8) ; 48.8) ; 60.3) ; 36.6); 36.6) ; 36.6); 36.6) ; 36.6) ; 36.6) ; 36.6) ; 36.6); 36.6) ; 36.6) ; 36.6); 36.6) ; 36.6) ; 36.6) ; 36.6); 36.6); 36.6) ; 36.6) ; 30.5) ; 30.5); 30.5); 30.5) ; 30.5) ; 30.5) ; 30.5) ; 30.5) ; 30.5) ; 30.5); 30.5) ; 30.5); 30.5) ; 30.5) ; 30.5) ; 30.5) ; 30.5); 30.5); 24.4) ; tifcllitiiitilii!1 '' i I < * ' ft l t i ft i k i t CANNON ROAD LIFT STATION DHK ENGINEERS ISCST3 OUTPUT FILE, H2S July 2002 *** ISCST3 - VERSION 00101 *** *** ISCST3 RUN, CANNON ROAD LIFT STATION, JULY 2002 **MODELOPTs: CONG RURAL ELEV FLGPOL DFAULT *** *** 07/10/02 01:41:57 PAGE 10 *** DISCRETE CARTESIAN RECEPTORS *** (X-COORD, Y-COORD, ZELEV, ZFLAG) (METERS) ( -193.4, ( -189.5, ( -187.4, ( -154.4, ( -146.9, ( -151.5, ( -140.1, ( -111.0, ( -83.7, ( -59.1, ( -20.3, ( -51.3, ( -69.0, ( -91.4, ( -45.1, ( 72.0, ( 145.5, ( 221.0, ( 339.7, ( 497.2, ( 67.9, ( 67.7, ( 112.5, ( 110.5, ( 228.2, ( 221.7, ( 242.3, ( 254.1, ( 108.4, ( 130.3, ( 102.1, ( 93,7, ( 62.0, ( 65.8, ( 50.1, ( 94.2, ( 142.1, ( 203.4, ( 209.1, ( 250.6, ( 242.2, ( 218.8, ( 206.6, ( 239.6, ( 321.4, -454.8, -420.9, -385.1, -373.9, -364.6, -342.9, -329.7, -348.7, -335.6, -313.1, -270.9, -243.4, -202.9, -148.2, -98.4, -24.5, -5.0, 39.0, 41.3, 102.9, 486.2, 432.9, 443.4, 481.7, -50.5, -34.5, -43.0, -417.9, -349.5, -277.1, -273.2, -244.9, -179.8, -155.4, -75.3, -115.0, -141.5, -129.5, -122.0, -105.2, -82.6, -53.3, -34.4, -32.7, -53.7, 24.4, 24.4, 24.4, 24.4, 24.4, 24.4, 24.4, 24.4, 24.4, 24.4, 24.4, 24.4, 24.4, 24.4, 24.4, 24.4, 24.4, 24.4, 24.4, 24.4, 30.5, 30.5, 30.5, 30.5, 57.9, 57.9, 57.9, 54.9, 54.9, 54.9, 54.9, 54.9, 54.9, 54.9, 54.9, 54.9, 54.9, 54.9, 54.9, 54.9, 54.9, 54.9, 54.9, 54.9, 54.9, 24.4); 24.4); 24.4); 24.4); 24.4); 24.4); 24.4); 24.4) ; 24.4) ; 24.4) ; 24.4); 24.4); 24.4) ; 24.4) ; 24.4); 24.4); 24.4); 24.4); 24.4); 24.4); 30.5) ; 30.5); 30.5); 30.5) ; 57.9); 57.9); 57.9); 54.9) ; 54.9); 54.9); 54.9) ; 54.9); 54.9); 54.9); 54.9); 54.9) ; 54.9); 54.9) ; 54.9) ; 54.9) ; 54.9); 54.9); 54.9) ; 54.9); 54.9); ( -193.3, ( -193.2, ( -175.2, ( -146.9, ( -151.5, ( -143.9, ( -131.7, ( -96.9, ( -78.0, ( -39.3, ( -24.0, ( -53.1, ( -64.2, ( -79.1, ( 17.4, ( 94.5, ( 195.5, ( 249.3, ( 454.7, ( 57.3, ( 50.7, ( 89.0, ( 123.3, ( 108.5, ( 221.6, ( 232.0, ( 235.7, ( 137.4, ( 120.8, ( 103.9, ( 82.3, ( 95.8, ( 59.2, ( 46.3, ( 61.4, ( 104.6, ( 190.2, ( 209.1, ( 213.8, ( 256.3, ( 239.4, ( 215.0, ( 221.7, ( 252.7, ( 447.5, -430.3, -404.9, -377.6, -371.1, -349.5, -337.3, -334.5, -342.1, -323.4, -303.8, -257.7, -220.8, -176.5, -121.9, -18.6, -32.1, 17.4, 63.3, 91.7, 496.9, 450.0, 432.8, 462.5, 498.8, -41.1, -34.5, -51.5, -389.2, -311.9, -279.8, -275.0, -194.1, -161.0, -84.7, ' -83.8, -114.1, -143.6, -127.7, -112.6, -93.0, -61.9, -41.1, -27.9, -41.2, -73.0, 24.4, 24.4, 24.4, 24.4, 24.4, 24.4, 24.4, 24.4, 24.4, 24.4, 24.4, 24.4, 24.4, 24.4, 24.4, 24.4, 24.4, 24.4, 24.4, 30.5, 30.5, 30.5, 30.5, 30.5, 57.9, 57.9, 57.9, 54.9, 54.9, 54.9, 54.9, 54.9, 54.9, 54.9, 54.9, 54.9, 54.9, 54.9, 54.9, 54.9, 54.9, 54.9, 54.9, 54.9, 54.9, 24 . 4 ) ; 24.4) ; 24.4) ; 24.4); 24.4); 24.4) ; 24.4) ; 24.4) ; 24.4) ; 24.4); 24.4) ; 24.4) ; 24.4) ; 24.4) ; 24 . 4 ) ; 24.4) ; 24.4); 24.4) ; 24.4); 30.5) ; 30.5); 30.5) ; 30.5) ; 30.5) ; 57.9) ; 57.9) ; 57.9) ; 54.9) ; 54.9) ; 54.9) ; 54.9) ; 54.9) ; 54.9) ; 54.9) ; 54.9) ; 54.9) ; 54.9) ; 54 . 9 ) ; 54.9) ; 54.9) ; 54.9) ; 54.9); 54.9) ; 54.9) ; 54.9) ; if ii t i ii 11 ti 11 11 it K|itf tl CANNON ROAD LIFT STATION DHK ENGINEERS ISCST3 OUTPUT FILE, H2S July 2002 *** ISCST3 - VERSION 00101 *** RURAL ELEV FLGPOL DFAULT *** ISCST3 RUN, CANNON ROAD LIFT STATION, JULY 2002 *** * *MODELOPTs: CONG *** DISCRETE CARTESIAN RECEPTORS *** (X-COORD, Y-COORD, ZELEV, ZFLAG) (METERS) ( 500.0, ( 216.9, ( 170.0, ; 164.4, ( 146.5, ( 133.4, ( 114.8, ( 144.9, ( 204.2, ( 253.2, ( -30.7, ( 205.6, ( 172.8, ( 189.0, ( 255.0, ( 254.1, ( 122.5, ( 160.5, ( 254.5, ( 10.0, ( -41.0, ( -86.4, ( -58.9, ( -80.6, ( 200.4, ( 153.2, ( 164.6, 211.7, 266.4, -95.7, -180.9, -130.0, -166.8, -113.2, -121.7, -164.2, -145.4, ( -62.3, ( -80.6, ( -29.4, ( -154.5, ( 94.9, ( 77.2, ( 58.6, ( 27.5, -57.3, -294.4, -249.0, -226.4, -225.4, -218.7, -158.4, -169.8, -167.2, -146.7, -266.1, -282.1, -242.4, -206.7, -188.1, -402.8, -346.8, -258.4, -313.4, -410.6, -253.8, -304.5, -254.7, -260.3, -179.4, -198.1, -172.7, -172.9, -159.9, -274.4, -390.8, -391.0, -408.7, -409.9, -428.7, -450.2, -466.3, -409.1, -278.2, -419.6, -391.8, -414.5, -368.2, -324.9, -335.1, 54.9, 67.1, 67.1, 67.1, 67.1, 67.1, 67.1, 67.1, 67.1, 67.1, 15.2, 69.5, 69.5, 69.5, 69.5, 61.0, 61.0, 61.0, 61.0, 35.7, 13.7, 15.2, 13.7, 13.7, 70.1, 70.1, 70.1, 70.1, 70.1, 13.7, 21.8, 21.8, 21.8, 21.8, 21.8, 21.8, 21.8, 28.6, 13.7, 28.6, 21.8, 42.7, 42.7, 42.7, 42.7, 54.9) ; 67.1); 67.1) ; 67.1); 67.1) ; 67.1) ; 67.1) ; 67.1) ; 67.1) ; 67.1) ; 15.2) ; 69.5) ; 69.5) ; 69.5) ; 69.5) ; 61.0) ; 61.0) ; 61.0) j 61.0); 35.7) ; 13.7) ; 15.2) ; 13.7) ; 13.7) ; 70.1); 70.1) ; 70.1) ; 70.1) ; 70.1) ; 13.7) j 21.8) ; 21.8); 21.8) ; 21.8) ; 21.8) ; 21.8) ; 21.8) ; 28.6) ; 13.7) ; 28.6) ; 21.8); 42.7) ; 42.7) ; 42.7) ; 42.7) ; ( 257.3, ( 196.2, ( 170.0, ( 155.0, ( 137.1, ( 133.4, ( 118.6, ( 170.3, ( 240.0, ( 496.2, ( 255.5, ( 184.1, ( 183.3, ( 206.0, ( 497.9, ( 145.9, ( 148.3, ( 224.4, ( -49.5, ( -62.8, ( -99.6, ( -86.1, ( -79.8, ( 254.1, ( 162.6, ( 146.7, ( 189.1, ( 242.8, ( 256.9, ( -38.3, ( -113.4, ( -101.4, ( -85.1, ( -102.7, ( -139.5, ( -150.9, ( -180.1, ( -129.3, ( 49.0, ( -51.1, ( 77.7, ( 69.7, ( 68.9, ( 26.5, ( 8.6, -304.9, -279.2, -232.1, -229.2, -229.1, -203.7, -152.8, -164.3, -152.3, -147.6, -297.4, -256.6, -223.6, -197.4, -194.7, -377.9, -266.8, -311.4, -271.7, -288.6, -307.3, -243.3, -313.0, -174.0, -198.1, -185.8, -172.8, -159.8, -173.1, -283.0, -468.3, -294.1, -460.9, -390.1, -409.8, -427.6, -431.3, -451.3, -355.0, -443.1, -498.2, -375.8, -338.1, -348.3, -342.5, 67.1, 67.1, 67.1, 67.1, 67.1, 67.1, 67.1, 67.1, 67.1, 67.1, 69.5, 69.5, 69.5, 69.5, 69.5, 61.0, 61.0, 61.0, 15.2, 15.2, 13.7, 13.7, 15.2, 70.1, 70.1, 70.1, 70.1, 70.1, 70.1, 15.2, 21.8, 13.7, 28.6, 21.8, 21.8, 21.8, 21.8, 21.8, 35.7, 28.6, 42.7, 42.7, 42.7, 42.7, 42.7, 67.1) ; 67.1) ; 67.1); 67.1) ; 67.1) ; 67.1) ; 67.1); 67.1) ; 67.1) ; 67.1) ; 69.5) ; 69.5) ; 69.5) ; 69.5)-; 69.5) ; 61.0) ; 61.0) ; 61.0) ; 15.2) ; 15.2) ; 13.7) ; 13.7); 15.2) ; 70.1) ; 70.1) ; 70.1) ; 70.1) ; 70.1) ; 70.1) ; 15.2) ; 21.8) ; 13.7) ; 28.6) ; 21.8) ; 21.8) ; 21.8) ; 21.8) ; 21.8) ; 35.7) ; 28.6) ; 42.7) ; 42.7); 42.7) ; 42.7); 42.7) ; 07/10/02 01:41:57 PAGE 11 11 i 1 t i fc i i i i i I i i i t i I i t. i fe i t i hi i j i i i t CANNON ROAD LIFT STATION DHK ENGINEERS ISCST3 OUTPUT FILE, H2S July 2002 *** ISCST3 - VERSION 00101 *** *** ISCST3 RUN, CANNON ROAD LIFT STATION, JULY 2002 *** **MODELOPTS: CONG RURAL ELEV FLGPOL DFAULT *** *** 07/10/02 01:41:57 PAGE 12 *** DISCRETE CARTESIAN RECEPTORS *** (X-COORD, Y-COORD, ZELEV, ZFLAG) (METERS) ( 8 ( 58 ( 11 ( 9 ( 40 ( 79 ( 115 ( 172 ( 230 179 219 253 493 -36 19 42 -78 44 6, 0, 2, 5, 8, 3, 0, 4, 8, 3, 9, 9, 0, 2, 8, 4, 4, 9, -334 -235 -158 -110 -57 -75 -91 -116 -98 -37 -10 20 13 -479 -366 -376 -433 -440 .1, .4, .0, .0, .3, .4, .5, .2, .6, .2, .0, .0, • 4, .9, .1. .6, • 6, -6, 42 42 42 42 42 42 42 42 42 42 42 42 42 28 35 35 28 35 .7, .7, .7, .7, .7, • 1 , • 7, .7, -7, .7, .7, .7, .7, .6, .7, • 7, .6, • 7, 42 42 42 42 42 42 42 42 42 42 42 42 42 28 35 35 28 35 .7); .7); .7); .7); .7); .7); .7); .7); .7); .7); .7); .7); .7); .6); .7) i .7); .6); .7); ( 39. ( 28. ( 31. ( 14. ( 54. ( 90. ( 161. ( 196. ( 211. ( 194. ( 235. ( 398. ( -57. ( 11. ( 66. ( 41. ( 15. 0, 9, 0, 3, 9, 6, 1, 0, 1, 4, 9, 8, 8, 2, 7, 3, 8, -267 -209 -148 -90 -55 -86 -120 -102 -73 -20 -3 -18 -472 -390 -404 -411 -430 .3, .9, .6, .2, • 5, .7, .9, .2, .1, .3, .5, .2, • 3, .6, .0, .4, .2, 42 42 42 42 42 42 42 42 42 42 42 42 28 35 35 35 35 .7, .7, .7, .7, .7, .7, .7, .7, .7, .7, .7, .7, .6, .7, .7, .7, .7, 42 42 42 42 42 42 42 42 42 42 42 42 28 35 35 35 35 .7) ; .7); .7); .7) ; .7); .7); .7); .7); .7); .7); .7); .7); .6); .7); .7); .7); .7) ; CANNON ROAD LIFT STATION ISCST3 OUTPUT FILE, H2S July 2002 DHK ENGINEERS *** ISCST3 - VERSION 00101 *** *"**ISCST3 RUN, CANNON ROAD LIFT STATION, JULY 2002 *** 07/10/02 *** *** 01:41:57 **MODELOPT3: PAGE 13 CONC RURAL ELKV FLGPOL DFAULT * SOURCE-RECEPTOR COMBINATIONS FOR WHICH CALCULATIONS MAY NOT BE PERFORMED * LESS THAN 1.0 METER OR 3*ZLB IN DISTANCE, OR WITHIN OPEN PIT SOURCE SOURCE - - RECEPTOR LOCATION - - DISTANCE ID XR (METERS) YR (METERS) (METERS) STACK1 -33.0 -29.3 25.00 STACK1 -8.0 -54.3 25.00 STACK1 -8.0 -4.3 25.00 STACK1 17.0 -29.3 25.00 STACK1 -2.5 -52.0 23.36 STACK1 -28.0 -27.0 20.13 STACK1 -27.5 -27.0 19.64 STACK1 -2.5 -52.0 23.36 STACK1 0.0 -50.0 22.19 STACK1 1.9 -29.6 9.91 STACK1 7.4 -18.0 19.09 STACK1 10.7 -39.3 21.22 ' ' ' • ' • • • • • « if t II ii i i ii ii i CANNON ROAD LIFT STATION ISCST3 OUTPUT FILE, H2S DHK ENGINEERS *** ISCST3 - VERSION 00101 *** *** ISCST3 RUN, CANNON ROAD LIFT STATION, JULY 2002 *** *** *** * *MODELOPTs : CONC RURAL ELEV FLGPOL DFAULT *** METEOROLOGICAL DAYS SELECTED FOR PROCESSING *** (1=YES; 0-NO) July 2002 07/10/02 01:41:57 PAGE 14 1111111111 111111 NOTE: METEOROLOGICAL DATA ACTUALLY PROCESSED WILL ALSO DEPEND ON WHAT IS INCLUDED IN THE DATA FILE. *** UPPER BOUND OF FIRST THROUGH FIFTH WIND SPEED CATEGORIES *** (METERS/SEC) 1.54, 3.09, 5.14, 8.23, 10.80, *** WIND PROFILE EXPONENTS *** STABILITY CATEGORY A B C D E F .70000E-01 .70000E-01 .10000E+00 .15000E+00 .35000E+00 .55000E+00 WIND SPEED CATEGORY 2 3 70000E-01 .70000E-01 70000E-01 .70000E-01 10000E+00 .10000E+00 15000E+00 . 15000E+00 35000EtOO .35000E+00 55000E+00 .55000E+00 4 .70000E-01 .70000E-01 .10000E+00 .15000E+00 .35000E+00 .55000E+00 .70000E-01 .70000E-01 .10000E+00 .15000E+00 .35000E+00 .55000E+00 .70000E-01 .70000E-01 .10000E+00 .15000E+00 .35000E+00 .55000E+00 VERTICAL POTENTIAL TEMPERATURE GRADIENTS *** (DEGREES KELVIN PER METER) STABILITY WIND SPEED CATEGORY CATEGORY 123456 A .OOOOOE+00 .OOOOOE+00 .OOOOOE+00 .OOOOOE+00 .OOOOOE+00 .OOOOOE+00 B .OOOOOE+00 .OOOOOE+00 .OOOOOE+00 .OOOOOE+00 .OOOOOE+00 .OOOOOE+00 C .OOOOOE+00 .OOOOOE+00 .OOOOOE+00 .OOOOOE+00 .OOOOOE+00 .OOOOOE+00 D .OOOOOE+00 .OOOOOE+00 .OOOOOE+00 .OOOOOE+00 .OOOOOE+00 .OOOOOE+00 E .20000E-01 .20000E-01 .20000E-01 .20000E-01 .20000E-01 .20000E-01 F .35000E-01 .35000E-01 .35000E-01 .35000E-01 .35000E-01 .35000E-01 i i i fc 1 i ft i l i I i i § t j i j i § CANNON ROAD LIFT STATION DHK ENGINEERS ISCST3 OUTPUT FILE, H2S July 2002 *** ISCST3 - VERSION 00101 ****** ISCST3 RUN, CANNON ROAD LIFT STATION, JULY 2002 *** **MODELOPTs: CONG RURAL ELEV FLGPOL DFAULT 07/10/02 01:41:57 PAGE 15 *** THE FIRST 24 HOURS OF METEOROLOGICAL DATA *** FILE: PTPLU.INP FORMAT: (412,2F9.4,F6.1,12,2F7, SURFACE STATION NO. : 99999 NAME: SURFNAME YEAR: 1990 1) UPPER AIR STATION NO.: 99999 NAME: UAIRNAME YEAR:1990 YR MN 90 01 90 01 90 01 90 01 90 01 90 01 90 01 90 01 90 01 90 01 90 01 90 01 90 01 90 01 90 01 90 01 90 01 90 01 90 01 90 01 90 01 90 01 90 01 90 01 DY 01 01 01 01 01 01 01 01 01 01 01 01 01 01 01 01 01 01 01 01 01 01 01 01 FLOW HR VECTOR 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 SPEED (M/S) 0 0 1 1 2 2 3 0 0 1 1 2 2 3 4 5 2 2 3 4 5 7 10 12 .50 .80 .00 .50 .00 .50 .00 .50 .80 .00 .50 .00 .50 .00 .00 .00 .00 .50 .00 .00 .00 .00 .00 .00 TEMP STAB (K) CLASS 305 305 305 305 305 305 305 305 305 305 305 305 305 305 305 305 305 305 305 305 305 305 305 305 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 1 1 1 1 1 1 1 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 MIXING HEIGHT (M) RURAL URBAN 1500. 1500. 1500. 1500. 1500. 1500. 1500. 1500. 1500. 1500. 1500. 1500. 1500. 1500. 1500. 1500. 1500. 1500. 1500. 1500. 1500. 1500. 1500. 1500. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 USTAR M-0 LENGTH (M/S) (M) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .0000 .0000 .0000 .0000 .0000 .0000 .0000 .0000 .0000 .0000 .0000 .0000 .0000 .0000 .0000 .0000 .0000 .0000 .0000 .0000 .0000 .0000 .0000 .0000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. Z-0 IPCODE PRATE (M) (mm/HR) 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 *** NOTES:STABILITY CLASS 1=A, 2=B, 3«C, 4=D, 5=E AND 6=F. FLOW VECTOR IS DIRECTION TOWARD WHICH WIND IS BLOWING. 1 i CANNON ROAD LIFT STATION DHK ENGINEERS ISCST3 OUTPUT FILE, H2S July 2002 *** ISCST3 - VERSION 00101 *** *** ISCST3 RUN, CANNON ROAD LIFT STATION, JULY 2002 *** *** *** **MODELOPTs: CONG RURAL ELEV FLOPOL DFAULT *** THE 1ST HIGHEST 1-HR AVERAGE CONCENTRATION INCLUDING SOURCE(S): STACK1 , *** DISCRETE CARTESIAN RECEPTOR POINTS *** 07/10/02 01:41:57 PAGE 25 VALUES FOR SOURCE GROUP: ALL X- COORD -58 -8 -8 17 -27 -77 -27 -30 -28 78 153 98 68 30 141 -77 -30 -27 127 218 -332 -203 151 21 -39 -500 -500 -500 -500 -500 -400 -400 -400 -400 -400 -400 -300 -300 -300 -300 (M) Y-COORD (M) .00 .00 .00 .00 .50 .50 .50 .00 .00 .00 .00 .00 .10 .40 .00 .50 .00 .50 .00 .90 .30 .80 .10 .90 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 -29. -54. -4. -29. -77. -52. -52. -49. 0. -10. -5. 35. 53. 20. -294. -52. -49. -77. -340. -207. 263. 296. -267. -404. -260. -400. -200. 0. 200. 400. -500. -300. -100. 100. 300. 500. :400. -200. 0. 200. 30 30 30 30 00 00 00 50 00 00 00 00 00 60 90 00 50 00 90 20 70 70 10 80 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 ** CONG OF OTHER IN MICROGRAMS/M**3 CONG (YYMMDDHH) X- COORD 0.85520 0.00000 0.00000 0.00000 0.17935 0.24728 1.09852 1.70624 0.25976 0.07750 0.03778 0.05338 0.25050 0.17524 0.00892 0.18248 1.48535 0.23546 0.00838 0.00697 0.02723 0.01126 0.00894 0.01267 0.02947 0.00403 0.00444 0.01681 0.02991 0.01812 0.00405 0.00485 0.00835 0.03007 0.01871 0.00400 0.00493 0.01013 0.03252 0.01313 (90012621) (00000000) (00000000) (00000000) (90011902) (90012405) (90012205) (90012205) (90012912) (90010708) (90010908) (90010708) (90010621) (90010517) (90011502) (90012406) (90012221) (90011908) (90011502) (90011302) (90013002) (90013108) (90011302) (90011708) (90011802) (90012108) (90012308) (90012602) (90012802) (90013002) (90012108) (90012102) (90012508) (90012802) (90013002) (90012908) (90012102) (90012302) (90012602) (90012908) -33 -8 -8 42 -28 -52 -2 -28 48 123 128 48 112 -52 -27 -27 -27 -2 -476 -60 -284 -135 181 -64 -500 -500 -500 -500 -500 -500 -400 -400 -400 -400 -400 -300 -300 -300 -300 -300 (M) Y-COORD (M) .00 .00 .00 .00 .00 .50 .50 .00 .00 .00 .00 .90 .00 .50 .50 .50 .50 .50 .30 .00 .70 .00 .80 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 -29. -79. 20. -29. -55. -52. -52. -27. 5. -15. 20. 37. 91. -52. -52. 0. -27. -52. 68. -408. 381. -392. -229. -247. -500. -300. -100. 100. 300. 500. -400. -200. 0. 200. 400. -500. -300. -100. 100. 300. 30 30 70 30 00 00 00 00 00 00 00 30 00 00 00 00 00 00 20 00 00 80 80 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 ** CONG 0.00000 1.70520 0.75287 1.13678 0.71543 0.64689 0.00000 0.00000 0.12755 0.08867 0.16632 0.19907 0.24363 0.27782 0.79093 0.16395 0.00000 0.00000 0.00588 0.01699 0.01182 0.03490 0.00680 0.02663 0.00367 0.00429 0.00698 0.00705 0.00364 0.02348 0.00438 0.00576 0.01603 0.00868 0.02446 0.00432 0.00628 0.01890 0.09042 0.03300 (YYMMDDHH) (00000000) _ (90011802) (90010221) (90011021) (90012202) (90012405) (00000000) (00000000) (90010717) (90011005) (90010805) (90010605) (90010621) (90012406) (90012216) (90013112) (00000000) (00000000) (90012708) (90011802) (90013002) (90012002) (90011302) (90011908) (90012108) (90012308) (90012508) (90012708) (90012908) (90013021) (90012108) (90012302) (90012602) (90012708) (90013002) (90011908) (90012102) (90012308) (90012821) (90013002) I 1 I I I I t l 1 i I i I i i i i i i i i i i i i ft j CANNON ROAD LIFT STATION DHK ENGINEERS ISCST3 OUTPUT FILE, H2S July 2002 *** ISCST3 - VERSION 00101 ****** ISCST3 RUN, CANNON ROAD LIFT STATION, JULY 2002 *** *** *** **MODELOPTs: CONG 07/10/02 01:41:57 PAGE 26 RURAL ELEV FLGPOL DFAULT *** THE 1ST HIGHEST 1-HR AVERAGE CONCENTRATION INCLUDING SOURCE(S): STACK1 , VALUES FOR SOURCE GROUP: ALL *** DISCRETE CARTESIAN RECEPTOR POINTS *** ** CONC OF OTHER X-COORD (M) Y-COORD (M)CONC (YYMMDDHH) IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M)CONC (YYMMDDHH) -300.00 -200.00 -200.00 -200.00 -200.00 -200.00 -200.00 -100.00 -100.00 -100.00 -100.00 -100.00 0.00 0.00 0.00 0.00 0.00 0.00 100.00 100.00 100.00 100.00 100.00 200.00 200.00 200.00 200.00 200.00 200.00 300.00 300.00 300.00 300.00 300.00 400.00 400.00 400.00 400.00 400.00 400.00 400.00 -500.00 -300.00 -100.00 100.00 300.00 500.00 -400.00 -200.00 0.00 200.00 400.00 -500.00 -300.00 -100.00 100.00 300.00 500.00 -400.00 -200.00 0.00 200.00 400.00 -500.00 -300.00 -100.00 100.00 300.00 500.00 -400.00 -200.00 0.00 200.00 400.00 -500.00 -300.00 -100.00 100.00 300.00 500.00 0.00499 0.00447 0.00706 0.02005 0.01939 0.01177 0.02828 0.00753 0.01295 0.38143 0.14676 0.02025 0.01653 0.01772 0.06889 0.07691 0.07590 0.02196 0.01977 0.02661 0.04323 0.03045 0.01316 0.05348 0.01439 0.03684 0.01674 0.00943 0.02066 0.01135 0.01351 0.01713 0.01078 0.01108 0.01231 0.00516 0.00796 0.01701 0.01116 0.00677 (90012908) (90011908) (90012102) (90012302) (90012908) (90013108) (90020102) (90011902) (90011902) (90012802) (90020121) (90020102) (90011802) (90011708) (90011702) (90010216) (90010221) (90010202) (90011602) (90011508) (90010717) (90010406) (90010402) (90011621) (90011308) (90011206) (90010708) (90010308) (90010402) (90011405) (90011108) (90010908) (90010508) (90010602) (90011402) (90011108) (90010908) (90010805) (90010602) (90010602) -300.00 -200.00 -200.00 -200.00 -200.00 -200.00 -100.00 -100.00 -100.00 -100.00 -100.00 -100.00 0.00 0.00 0.00 0.00 0.00 100.00 100.00 100.00 100.00 100.00 100.00 200.00 200.00 200.00 200.00 200.00 300.00 300.00 300.00 300.00 300.00 300.00 400.00 400.00 400.00 400.00 400.00 500.00 500.00 -400.00 -200.00 0.00 200.00 400.00 -500.00 -300.00 -100.00 100.00 300.00 500.00 -400.00 -200.00 0.00 200.00 400.00 -500.00 -300.00 -100.00 100.00 300.00 500.00 -400.00 -200.00 0.00 200.00 400.00 -500.00 -300.00 -100.00 100.00 300.00 500.00 -400.00 -200.00 0.00 200.00 400.00 -500.00 0.00944 0.00595 0.01680 0.03013 0.02966 0.04757 0.00582 0.00931 0.01904 0.03404 0.01496 0.01089 0.01591 0.02720 0.48651 0.07674 0.04145 0.00656 0.08918 0.04631 0.02714 0.04125 0.01083 0.01069 0.02927 0.02112 0.03955 0.02747 0.00428 0.01920 0.01222 0.04604 0.04079 0.00712 0.01824 0.04009 0.01753 0.01807 0.01944 0.01734 (90020102) (90011902) (90012102) (90012508) (90013005) (90020121) (90011708) (90011902) (90012102) (90012908) (90013108) (90010202) (90011802) (90011702) (90010317) (90010221) (90010202) (90011508) (90011602) (90011108) (90010508) (90010402) (90010402) (90011602) (90011405) (90010908) (90010616) (90010402) (90011508) (90011405) (90011108) (90010822) (90010602) (90010402) (90011405) (90011221) (90011005) (90010802) (90010602) (90011421) i i i I i i i i i i i I I § I i I i 1 I i i i t i CANNON ROAD LIFT STATION DHK ENGINEERS ISCST3 OUTPUT FILE, H2S July 2002 *** ISCST3 - VERSION 00101 ****** ISCST3 RUN, CANNON ROAD LIFT STATION, JULY 2002 *** ** * *** **MODELOPTS: CONG 07/10/02 01:41:57 PAGE 27 RURAL ELEV FLGPOL DFAULT *** THE 1ST HIGHEST 1-HR AVERAGE CONCENTRATION INCLUDING SOURCE(S) : STACK1 , VALUES FOR SOURCE GROUP: ALL X-COORD (M) Y-COORD (M) *»* DISCRETE CARTESIAN RECEPTOR POINTS *** ** CONG OF OTHER IN MICROGRAMS/M**3 CONC (YYMMDDHH) X-COORD (M) Y-COORD (M)CONG (YYMMDDHH) 500 500 500 500 500 -50 -50 -50 0 50 50 -100 100 -495 -460 -377 -418 -380 -354 -326 -284 -273 -200 -131 -137 -125 -119 -141 -105 -47 -494 -445 -400 -346 -265 -239 -233 -208 -124 -20 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .30 .99 .79 .64 .41 .67 .80 .14 .39 .59 .78 .39 .19 .66 .16 .04 .27 .55 .35 .19 .76 .58 .73 .45 .05 .82 .23 -400 -200 0 200 400 -100 0 100 50 -50 50 50 50 334 388 411 317 283 325 368 376 402 489 -357 -346 -358 476 425 397 456 -25 21 127 165 216 287 257 212 241 284 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .80 .03 .16 .54 .29 .82 .34 .70 .23 .33 .08 .70 .05 .23 .17 .32 .77 .30 .40 .79 .95 .78 .02 .15 .30 .82 .04 0.00411 0.01484 0.02055 0.02897 0.00743 0.12696 0.21018 0.10886 0.16004 0.55346 0.04090 0.16385 0.02947 0.00997 0.01784 0.01060 0.01183 0.01254 0.02454 0.01196 0.01242 0.01203 0.02006 0.04467 0.04988 0.03911 0.01177 0.01288 0.01395 0.01357 0.05439 0.00983 0.05979 0.01131 0.05985 0.01007 0.01326 0.01979 0.07837 0.04645 (90011308) (90011205) (90011005) (90010802) (90010602) (90011908) (90012902) (90020105) (90010205) (90011205) (90010502) (90013002) (90010502) (90013002) (90013002) (90013002) (90013002) (90013002) (90013002) (90013002) (90013002) (90020102) (90020102) (90012002) (90012002) (90012002) (90020102) (90020102) (90020102) (90020302) (90012621) (90012508) (90012821) (90012708) (90013021) (90012908) (90012908) (90013005) (90020121) (90020321) 500 500 500 500 500 -50 -50 0 50 50 50 -100 100 -478 -403 -375 -425 -376 -343 -316 -264 -222 -125 -140 -127 -98 -143 -119 -66 -34 -464 -402 -370 -280 -252 -235 -227 -182 -39 5 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .16 .32 .75 .13 .02 .89 .05 .93 .04 .22 .23 .99 .26 .24 .93 .53 .33 .58 .45 .30 .58 .55 .50 .15 .50 .40 .28 -300 -100 100 300 500 -50 50 -50 -100 0 100 -50 -50 358 421 385 291 315 357 393 385 455 -363 -349 -351 497 440 405 435 497 8 93 140 195 278 280 233 205 286 266 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .26 .91 .58 .99 .25 .75 .87 .15 .32 .70 .51 .44 .46 .09 .90 .54 .22 .69 .70 .46 .53 .54 .61 .69 .81 .25 .89 0.00871 0.00657 0.00640 0.00966 0.01364 0.23096 0.25219 0.00000 0.14176 0.24043 0.10274 0.00667 0.04089 0.00995 0.01402 0,01611 0.01157 0.02218 0.01505 0.01164 0.01251 0.02251 0.03657 0.04945 0.04437 0.01139 0.01249 0.01358 0.01302 0.01871 0.01658 0.01639 0.03172 0.01737 0.01198 0.01046 0.01943 0.01621 0.01788 0.04248 (90011205) (90010908) (90010708) (90010802) (90010602) (90012302) (90020102) (00000000) (90011405) (90010806) (90010422) (90012302) (90010902) (90013002) (90013002) (90013002) (90013002) (90013002) (90013002) (90013002) (90020102) (90020102) (90012002) (90012002) (90012002) (90010202) (90020102) (90020102) (90010202) (90020302) (90012605) (90012805) (90012816) (90013005) (90012908) (90012908) (90013005) (90012908) (90020305) (90010216) I 1 i I I I t 1 1 i I i i 1 i i I 1 1 i i iII li ii t i i i CANNON ROAD LIFT STATION DHK ENGINEERS ISCST3 OUTPUT FILE, H2S July 2002 *** ****** ISCST3 - VERSION 00101 *** *** ISCST3 RUN, CANNON ROAD LIFT STATION, JULY 2003 *** **MODELOPTS: CONG RURAL ELEV FLGPOL DFAULT *** THE 1ST HIGHEST 1-HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: ALL INCLUDING SOURCE(S): STACK1 , *** DISCRETE CARTESIAN RECEPTOR POINTS *** 07/10/02 01:41:57 PAGE 28 X- COORD 35 83 38 53 -23 -132 -226 -276 -254 -253 -296 -342 138 142 117 105 76 54 90 135 208 214 265 250 433 498 -281 -254 -241 -288 -245 -240 -229 -204 -200 -188 -152 -133 -118 -104 (M) Y-COORD .00 .84 .90 .68 .23 .41 .78 .20 .12 .52 .06 .32 .39 .60 .19 .99 .10 .74 .41 .53 .09 .74 .68 .78 .33 .36 .11 .70 .56 .55 .18 .18 .61 .36 .47 .12 .34 .48 .36 .17 234 189 141 104 58 -69 -224 -328 -335 -423 -465 -497 -381 -265 -262 -236 -173 -95 -124 -145 -134 -119 -96 -51 -88 -76 -497 -485 -497 -472 -460 -382 -329 -374 -340 -313 -315 -309 -294 -277 (M) .81 .87 .02 .73 .14 .31 .53 .77 .89 .47 .69 .53 .66 .85 .93 .52 .31 .06 .39 .28 .26 .22 .82 .56 .98 .05 .76 .62 .91 .31 .23 .09 .39 .69 .81 .55 .57 .05 .98 .14 ** CONG OF OTHER IN MICROGRAMS/M**3 CONC (YYMMDDHH) X- COORD 0.01703 0.09902 0.03037 0.08980 0.04017 0.04983 0.03541 0.02711 0.01222 0.00703 0.00475 0.00466 0.00790 0.01033 0.01046 0.01036 0.00733 0.00054 0.00451 0.00859 0.01040 0.01040 0.01032 0.01047 0.00661 0.00604 0.01432 0.01523 0.01994 0.00548 0.01298 0.00744 0.01173 0.01295 0.01141 0.01236 0.04344 0.07581 0.10919 0.09921 (90010108) (90010421) (90010308) (90010422) (90020204) (90012406) (90012216) (90012205) (90012205) (90011908) (90011908) (90012108) (90011502) (90011502) (90011502) (90011502) (90011502) (90011302) (90011302) (90011302) (90011102) (90011102) (90011102) (90010902) (90010908) (90010908) (90012002) (90012002) (90012002) (90011908) (90012002) (90011908) (90012108) (90012002) (90011908) (90011908) (90012002) (90012021) (90012021) (90012021) 64 94 36 36 -66 -188 -250 -274 -251 -258 -329 252 114 120 104 107 74 59 106 196 219 249 248 265 489 -53 -268 -244 -314 -266 -239 -241 -228 -177 -201 -176 -138 -124 -116 -111 (M) Y-COORD .69 .45 .71 .57 .03 .10 .52 .84 .39 .32 .11 .22 .99 .93 .95 .10 .29 .47 .41 .73 .40 .61 .83 .85 .86 .41 .83 .34 .08 .86 .44 .86 .76 .01 .35 .81 .22 .99 .45 .54 198 177 126 89 11 -141 -301 -335 -360 -447 -489 -411 -344 -268 -262 -193 -153 -90 -127 -149 -132 -110 -69 -51 -80 -300 -487 -485 -498 -463 -434 -329 -352 -364 -324 -310 -315 -305 -287 -236 (M) .46 .04 .11 .88 .42 .56 .16 .81 .39 .94 .10 .29 .85 .59 .88 .20 .52 .37 .28 .29 .42 .88 .44 .61 .73 .88 .45 .66 .58 .92 .83 .35 .94 .44 .79 .76 .62 .31 .45 .62 ** CONC 0.02944 0.03727 0.03325 0.11270 0.04635 0.02186 0.02896 0.02285 0.00939 0.00710 0.00459 0.00648 0.00912 0.01042 0.01047 0.00939 0.00572 0.00055 0.00588 0.01037 0.01044 0.01043 0.01047 0.01040 0.00612 0.01780 0.01489 0.01617 0.00441 0.00687 0.00984 0.01410 0.00869 0.03497 0.01043 0.01468 0.06558 0.10221 0.11134 0.07337 (YYMMDDHH) (90010406) (90010406) (90010308) (90010422) (90012904) (90012308) (90012205) (90012205) (90012108) (90011908) (90012108) (90011308) (90011502) (90011502) (90011502) (90011302) (90011502) (90011302) (90011302) (90011102) (90011102) (90011102) (90010902) (90010902) (90010908) (90011708) (90012002) (90012002) (90011908) (90011908) (90012002) (90012202) (90012108) (90012002) (90011908) (90011908) (90012002) (90012021) (90012021) (90012002) II If II * J fcj 1 i I j CANNON ROAD LIFT STATION DHK ENGINEERS ISCST3 OUTPUT FILE, H2S July 2002 *** ISCST3 - VERSION 00101 ****** ISCST3 RUN, CANNON ROAD LIFT STATION, JULY 2002 *** *** ** * * *MODELOPTs: CONG 07/10/02 01:41:57 PAGE 29 RURAL ELEV FLGPOL DFAULT *** THE 1ST HIGHEST 1-HR AVERAGE CONCENTRATION INCLUDING SOURCE(S): STACK1 , VALUES FOR SOURCE GROUP: ALL *** DISCRETE CARTESIAN RECEPTOR POINTS *** X- COORD -108 -79 -120 -62 -27 7 43 100 227 263 437 150 123 103 50 74 43 52 30 51 111 161 199 223 192 234 271 497 -27 -6 -32 -45 -28 -14 22 -12 -23 -26 -32 15 (M) Y-COORD .68 .51 .64 .96 .16 .42 .25 .25 .64 .52 .90 .19 .26 .80 .18 .89 .04 .64 .31 .10 .22 .01 .71 .37 .45 .90 .62 .60 .79 .74 .04 .16 .10 .87 .15 .61 .81 .47 .97 .37 -227 -232 -153 -91 -61 -18 -9 -15 52 76 120 -496 -397 -316 -301 -242 -199 -150 -81 -62 -100 -133 -108 -78 -38 -17 -19 -28 -496 -410 -378 -360 -331 -319 -243 -222 -196 -153 -129 -48 (M) .21 .98 .71 .78 .04 .05 .71 .19 .12 .47 .06 .60 .61 .55 .28 .05 .55 .61 .78 .09 .93 .14 .80 .76 .15 .59 .62 .96 .85 .30 .18 .24 .11 .86 .73 .87 .46 .14 .57 .77 ** CONC OF OTHER IN MICROGRAMS/M**3 CONC (YYMMDDHH) X- COORD 0.07125 0.09566 0.14064 0.33879 0.46413 0.00000 0.73859 0.08328 0.07396 0.09187 0.02785 0.00740 0.00914 0.01187 0.01312 0.01467 0.01449 0.01133 0.00067 0.00087 0.01173 0.01489 0.01478 0.01448 0.01490 0.01431 0.01306 0.00719 0.00968 0.01271 0.01399 0.01473 0.01613 0.01669 0.02263 0.02490 0.02731 0.02995 0.02909 0.00106 (90012002) (90012002) (90012202) (90012205) (90011908) (00000000) (90010805) (90011005) (90010802) (90010821) (90010802) (90011508) (90011508) (90011502) (90011502) (90011502) (90011502) (90011502) (90011302) (90011102) (90011102) (90011102) (90011102) (90011102) (90010902) (90010902) (90010902) (90010908) (90011708) (90011708) (90011708) (90011708) (90011708) (90011708) (90011702) (90011702) (90011702) (90011702) (90011902) (90011302) -100 -92 -96 -33 1 17 70 167 245 335 497 113 91 73 56 79 34 28 40 93 137 194 248 221 215 251 441 230 -15 -343 -2 -47 -20 8 -2 -11 -23 -14 -13 23 (M) Y-COORD .21 .57 .97 .62 .91 .57 .14 .25 .61 .03 .36 .56 .42 .73 .88 .70 .70 .33 .73 .33 .50 .00 .71 .54 .11 .83 .96 .10 .44 .00 .83 .91 .56 .91 .31 .61 .71 .19 .10 .88 -227 -199 -119 -56 -29 -12 -9 20 71 62 154 -472 -353 -299 -272 -215 -164 -105 -65 -100 -122 -123 -100 -64 -21 -23 -49 -43 -468 -396 -371 -342 -331 -259 -237 -207 -171 -142 -106 -39 (M) .25 .97 .90 .16 .57 .62 .43 .34 .83 .07 .67 .91 .23 .49 .11 .70 .67 .32 .82 .86 .69 .85 .52 .63 .28 .31 .47 .00 .65 .07 .70 .34 .14 .68 .04 .81 .04 .82 .10 .38 ** CONC 0.10365 0.10074 0.24485 1.18529 0.00000 0.60780 0.12580 0.05103 0.10839 0.01382 0.03115 0.00797 0.01053 0.01296 0.01406 0.01492 0.01204 0.00287 0.00042 0.00975 0.01430 0.01477 0.01357 0.01459 0.01476 0.01379 0.00814 0.00941 0.01058 0.00885 0.01431 0.01552 0.01615 0.02121 0.02349 0.02635 0.02921 0.02986 0.02327 0.00215 (YYMMDDHH) (90012002) (90012002) (90012221) (90012205) (00000000) (90010708) (90010708) (90010802) (90010821) (90010708) (90010802) (90011508) (90011502) (90011502) (90011502) (90011502) (90011502) (90011502) (90011302) (90011302) (90011102) (90011102) (90011102) (90010902) (90010902) (90010902) (90010908) (90010902) (90011708) (90012108) (90011708) (90011708) (90011708) (90011702) (90011702) (90011702) (90011702) (90011702) (90011702) (90011102) l i I i j I i t i i i i i II ll t l ft i • j ii CANNON ROAD LIFT STATION DHK ENGINEERS ISCST3 OUTPUT FILE, H2S July 2002 *** ISCST3 - VERSION 00101 ****** ISCST3 RUN, CANNON ROAD LIFT STATION, JULY 2002 *** *** *** **MODELOPTS: CONG 07/10/02 01:41:57 PAGE 30 RURAL ELEV FLGPOL DFAULT *** THE 1ST HIGHEST 1-HR AVERAGE CONCENTRATION INCLUDING SOURCE(S): STACK1 , VALUES FOR SOURCE GROUP: ALL *** DISCRETE CARTESIAN RECEPTOR POINTS *** ** CONC OF OTHER X-COORD (M) Y-COORD (M)CONC (YYMMDDHH) IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M)CONC (YYMMDDHH) 68 116 193 155 229 380 -88 -102 -91 -69 -64 _ 2 -32 -41 -45 -62 10 69 130 159 144 199 251 445 -187 -193 -189 -187 -154 -146 -151 -140 -111 -83 -59 -20 -51 -69 -91 -45 .13 .98 .22 .76 .35 .93 .06 .10 .39 .71 .83 .38 .37 .63 .29 .15 .70 .11 .20 .39 .50 .23 .17 .18 .89 .37 .47 .45 .45 .88 .50 .15 .03 .67 .10 .33 .30 .04 .43 .09 -41. -71. -83. -27. 6. -1. -497. -473. -383. -378. -332. -256. -217. -176. -149. -126. -39. -32. -63. -64. -17. 10. 49. 53. -498. -454. -420. -385. -373. -364. -342. -329. -348. -335. -313. -270. -243. -202. -148. -98. 44 76 35 65 91 20 56 97 60 98 85 82 15 62 30 63 33 02 33 39 25 80 21 17 12 78 89 12 94 56 88 74 68 61 10 87 44 88 18 44 0.02332 0.02975 0.02344 0.02766 0.02033 0.01236 0.01284 0.01343 0.01663 0.01700 0.01911 0.02740 0.03215 0.04033 0.04854 0.05472 0.00000 0.07295 0.04271 0.03567 0.03985 0.02874 0.02192 0.01325 0.03113 0.03504 0.03334 0.02558 0.04515 0.04706 0.04412 0.05023 0.02886 0.03170 0.03641 0.05616 0.05543 0.07076 0.09676 0.19472 (90010902) (90011102) (90011102) (90010902) (90010902) (90010908) (90011802) (90012002) (90012002) (90011802) (90011802) (90011802) (90011708) (90011908) (90011902) (90011902) (00000000) (90010902) (90011102) (90011108) (90010908) (90010908) (90010708) (90011002) (90012002) (90012002) (90012002) (90012002) (90012002) (90012002) (90012002) (90012002) (90012002) (90012002) (90011802) (90011802) (90012002) (90012002) (90012202) (90012002) 97 136 165 198 250 497 -88 -89 -86 -57 -28 -27 -47 -47 -64 -31 22 102 139 144 165 225 366 499 -187 -193 -193 -175 -146 -151 -143 -131 -96 -77 -39 -24 -53 -64 -79 17 .23 .70 .09 .24 .16 .87 .03 .64 .67 .39 .02 .75 .36 .23 .07 .95 .97 .93 .63 .44 .25 .63 .87 .88 .80 .28 .18 .18 .90 .53 .95 .70 .88 .98 .29 .05 .10 .23 .08 .37 -66 -86 -51 -1 32 41 -490 -418 -379 -356 -312 -241 -198 -164 -135 -107 -29 -52 -59 -32 -9 19 15 75 -476 -430 -404 -377 -371 -349 -337 -334 -342 -323 -303 -257 -220 -176 -121 -18 .97 .90 .23 .44 .26 .66 .03 .45 .85 .42 .28 .65 .26 .36 .10 .91 .96 .87 .60 .31 .79 .17 .80 .56 .46 .30 .87 .63 .15 .47 .26 .48 .15 .39 .76 .67 .84 .53 .86 .64 0.02978 0.02830 0.02672 0.02347 0.01800 0.00848 0.01305 0.01531 0.01682 0.01808 0.02077 0.02843 0.03516 0.04324 0.05096 0.07029 0.04820 0.05377 0.04043 0.03998 0.03499 0.02523 0.01608 0.01175 0.03437 0.03279 0.02715 0.03345 0.04603 0.04530 0.04864 0.05193 0.03027 0.03384 0.03892 0.05174 0.06442 0.08712 0.12617 0.46400 (90011102) (90011102) (90010902) (90010902) (90010702) (90010908) (90011802) (90012002) (90012002) (90011802) (90011708) (90011708) (90011908) (90011902) (90011902) (90011902) (90010902) (90011102) (90011108) (90010908) (90010908) (90010708) (90011002) (90010802) (90012002) (90012002) (90012002) (90012002) (90012002) (90012002) (90012002) (90012002) (90012002) (90012002) (90011802) (90011802) (90012002) (90012002) (90012202) (90010702) iiiliiiilililllili 11 i i i I fc * i k CANNON ROAD LIFT STATION DHK ENGINEERS ISCST3 OUTPUT FILE, H2S July 2002 *** ISCST3 - VERSION 00101 ****** ISCST3 RUN, CANNON ROAD LIFT STATION, JULY 2002 *** *** *** **MODELOPTS: CONC 07/10/02 01:41:57 PAGE 31 RURAL ELEV FLGPOL DFAULT *** THE 1ST HIGHEST 1-HR AVERAGE CONCENTRATION INCLUDING SOURCE(S): STACK1 , VALUES FOR SOURCE GROUP: ALL *** DISCRETE CARTESIAN RECEPTOR POINTS *** X- COORD 71 145 221 339 497 67 67 112 110 228 221 242 254 108 130 102 93 61 65 50 94 142 203 209 250 242 218 206 239 321 500 216 169 164 146 133 114 144 204 253 (M) .96 .49 .00 .66 .16 .93 .73 .52 .54 .19 .66 .34 .08 .38 .32 .08 .72 .95 .81 .11 .22 .14 .40 .08 .58 .19 .76 .59 .56 .40 .00 .89 .98 .42 .53 .37 .77 .86 .19 .24 Y- COORD -24 -5 38 41 102 486 432 443 481 -50 -34 -43 -417 -349 -277 -273 -244 -179 -155 -75 -114 -141 -129 -122 -105 -82 -53 -34 -32 -53 -57 -294 -249 -226 -225 -218 -158 -169 -167 -146 (M) .50 .01 .96 .33 .88 .17 .89 .37 .74 .53 .49 .05 .89 .53 .10 .23 .94 .84 .37 .27 .99 .54 .54 .02 .23 .60 .32 .44 .68 .71 .30 .39 .00 .38 .37 .73 .39 .80 .21 .68 ** CONC CONC 0.19058 0.08873 0.04854 0.02652 0.01509 0.01169 0.01303 0.01250 0.01161 0.01037 0.01027 0.01045 0.00688 0.00953 0.01114 0.01144 0.01166 0.00917 0.00731 0.00026 0.00589 0.01053 0.01166 0.01166 0.01142 0.01158 0.01163 0.01145 0.01163 0.00986 0.00640 0.00757 0.00789 0.00761 0.00733 0.00698 0.00413 0.00582 0.00741 0.00791 OF OTHER (YYMMDDHH) (90011002) (90011002) (90010802) (90010802) (90010802) (90010202) (90010202) (90010402) (90010402) (90010902) (90010902) (90010902) (90011308) (90011502) (90011502) (90011502) (90011502) (90011502) (90011502) (90011302) (90011302) (90011302) (90011102) (90011102) (90011102) (90011102) (90010902) (90010902) (90010902) (90010902) (90010908) (90011302) (90011302) (90011302) (90011302) (90011302) (90011302) (90011302) (90011102) (90011102) IN MICROGRAMS/M**3 X- COORD 94 195 249 454 57 50 89 123 108 221 232 235 137 120 103 82 95 59 46 61 104 190 209 213 256 239 215 221 252 447 257 196 170 154 137 133 118 170 240 496 (M) .53 .49 .34 .74 .32 .74 .04 .25 .47 .63 .01 .72 .42 .77 .94 .30 .80 .20 ,31 .38 .58 .16 .06 .82 .27 .44 .04 .68 .71 .52 .34 .23 .04 .99 .10 .43 .56 .30 .04 .20 Y- COORD -32 17 63 91 496 450 432 462 498 -41 -34 -51 -389 -311 -279 -275 -194 -161 -84 -83 -114 -143 -127 -112 -93 -61 -41 -27 -41 -73 -304 -279 -232 -229 -229 -203 -152 -164 -152 -147 (M) .12 .40 .34 .74 .87 .00 .81 .51 .80 .08 .53 .50 .19 .91 .83 .03 .10 .00 .67 .79 .09 .61 .67 .62 .01 .87 .06 .90 .20 .03 .90 .24 .05 .17 .10 .66 .75 .25 .28 .61 ** CONC 0.14614 0.05920 0.05196 0.01706 0.01149 0.01263 0.01292 0.01197 0.01126 0.01027 0.01040 0.01043 0.00799 0.01046 0.01133 0.01152 0.01086 0.00749 0.00038 0.00092 0.00676 0.01164 0.01166 0.01166 0.01138 0.01161 0.01159 0.01164 0.01153 0.00701 0.00696 0.00786 0.00775 0.00753 0.00726 0.00657 0.00404 0.00654 0.00784 0.00492 (YYMMDDHH) (90011002) (90010802) (90010802) (90010802) (90010202) (90010202) (90010402) (90010402) (90010402) (90010902) (90010902) (90010902) (90011502) (90011502) (90011502) (90011502) (90011502) (90011502) (90011302) (90011302) (90011302) (90011102) (90011102) (90011102) (90011102) (90010902) (90010902) (90010902) (90010902) (90010908) (90011302) (90011302) (90011302) (90011302) (90011302) (90011302) (90011302) (90011302) (90011102) (90011108) I i 1 l i i i ft i i i 11 t i t i i i i §i i CANNON ROAD LIFT STATION DHK ENGINEERS ISCST3 OUTPUT FILE, H2S July 2002 *** ISCST3 - VERSION 00101 ****** ISCST3 RUN, CANNON ROAD LIFT STATION, JULY 2002 *** *** *** **MODELOPTs: CONG 07/10/02 01:41:57 PAGE 32 RURAL ELEV FLGPOL DFAULT *** THE 1ST HIGHEST 1-HR AVERAGE CONCENTRATION INCLUDING SOURCE(S): STACK1 , VALUES FOR SOURCE GROUP: ALL *** DISCRETE CARTESIAN RECEPTOR POINTS *** X- COORD -30 205 172 188 254 254 122 160 254 9 -40 -86 -58 -80 200 153 164 211 266 -95 -180 -130 -166 -113 -121 -164 -145 -62 -80 -29 -154 94 77 58 27 8 57 11 9 40 (M) Y-COORD .67 .64 .83 .98 .97 .14 .52 .53 .48 .96 .98 .38 .88 .56 .38 .22 .62 .71 .38 .68 .88 .03 .83 .15 .70 .16 .39 .30 .63 .38 .52 .95 .23 .57 .45 .62 .97 .18 .48 .76 -266 -282 -242 -206 -188 -402 -346 -258 -313 -410 -253 -304 -254 -260 -179 -198 -172 -172 -159 -274 -390 -390 -408 -409 -428 -450 -466 -409 -278 -419 -391 -414 -368 -324 -335 -334 -235 -157 -109 -57 (M) .12 .10 .42 .70 .12 .83 .76 .38 .36 .64 .84 .52 .71 .28 .43 .09 .70 .89 .91 .35 .79 .99 .74 .89 .69 .18 .27 .14 .17 .63 .84 .46 .24 .85 .09 .08 .39 .99 .96 .34 ** CONC OF OTHER IN MICROGRAMS/M**3 CONC (YYMMDDHH) X-COORD (M) Y-COORD 0.05908 0.00739 0.00726 0.00701 0.00745 0.00604 0.00854 0.00946 0.00747 0.01293 0.02637 0.02933 0.02274 0.05871 0.00665 0.00594 0.00559 0.00679 0.00731 0.08266 0.03680 0.03354 0.04628 0.02406 0.02225 0.03668 0.01968 0.01849 0.03703 0.02533 0.04890 0.01052 0.01184 0.01351 0.01322 0.01337 0.01863 0.01867 0.00912 0.00210 (90011802) (90011302) (90011302) (90011302) (90011102) (90011308) (90011502) (90011302) (90011302) (90011708) (90011708) (90012002) (90011908) (90012002) (90011302) (90011302) (90011302) (90011102) (90011102) (90012002) (90012002) (90012002) (90012002) (90012002) (90012002) (90012002) (90012002) (90011802) (90012002) (90011802) (90012002) (90011508) (90011508) (90011502) (90011702) (90011702) (90011502) (90011702) (90011502) (90011102) 255. 184. 183. 205. 497. 145. 148. 224. -49. -62. -99. -86. -79. 254. 162. 146. 189. 242. 256. -38. -113. -101. -85. -102. -139. -150. -180. -129. 49. -51. 77. 69. 68. 26. 8. 39. 28. 30. 14. 51. 49 08 26 96 90 94 25 36 53 78 57 14 82 08 64 68 11 83 91 27 38 41 10 72 52 89 10 32 03 13 67 67 87 46 59 01 87 99 27 89 -297 -256 -223 -197 -194 -377 -266 -311 -271 -288 -307 -243 -313 -173 -198 -185 -172 -159 -173 -283 -468 -294 -460 -390 -409 -427 -431 -451 -354 -443 -498 -375 -338 -348 -342 -267 -209 -148 -90 -55 (M) .36 .59 .63 .35 .70 .92 .81 .37 .70 .60 .29 .31 .02 .99 .12 .82 .80 .82 .06 .05 .27 .10 .85 .15 .79 .63 .29 .26 .95 .09 .20 .75 .08 .27 .55 .33 .85 .65 .20 .51 ** CONC 0.00683 0.00741 0.00716 0.00715 0.00460 0.00761 0.00946 0.00800 0.02076 0.01701 0.05232 0.10743 0.01793 0.00729 0.00616 0.00541 0.00627 0.00715 0.00730 0.03371 0.01960 0.07050 0.01581 0.02631 0.03419 0.03611 0.04256 0.02043 0.01521 0.01682 0.00857 0.01169 0.01266 0.01259 0.01287 0.01718 0.01989 0.01820 0.00405 0.00493 (YYMMDDHH) (90011302) (90011302) (90011302) (90011302) (90011108) (90011502) (90011502) (90011302) (90011708) (90011908) (90012002) (90012002) (90011908) (90011102) (90011302) (90011302) (90011302) (90011102) (90011102) (90011802) (90012002) (90012002) (90011802) (90012002) (90012002) (90012002) (90012002) (90012002) (90011708) (90011802) (90011708) (90011508) (90011508) (90011708) (90011702) (90011702) (90011502) (90011502) (90011502) (90011102) tiiiiltiiiliiitiiiiitiiitiii 1 i li i i ft i i i CANNON ROAD LIFT STATION DHK ENGINEERS ISCST3 OUTPUT FILE, H2S July 2002 *** ISCST3 - **MODELOPTs: CONC X- COORD 79 115 172 230 179 219 253 493 -36 19 42 -78 44 VERSION 00101 *** (M) .30 .02 .37 .83 .27 .87 .88 .05 .20 .80 .36 .40 .94 Y- COORD -75 -91 -116 -98 -37 -10 20 13 -479 -366 -376 -433 -440 RURAL *** (M) .38 .53 .23 .56 .16 .00 .00 .43 .87 .14 .58 .56 .63 *** ISCST3 RUN, CANNON ROAD LIFT STATION, *** ELEV FLGPOL DFAULT THE 1ST HIGHEST 1-HR INCLUDING SOURCE (S) : *** DISCRETE ** CONC OF OTHER CONC (YYMMDDHH) 0.01330 (90011102) 0.01927 (90011102) 0.01936 (90011102) 0.01682 (90011102) 0.01981 (90010902) 0.01798 (90010902) 0.01574 (90010902) 0.00798 (90010908) 0.02063 (90011802) 0.01486 (90011708) 0.01427 (90011708) 0.01709 (90011802) 0.01164 (90011708) JULY 2002 AVERAGE CONCENTRATION VALUES FOR STACK1 , CARTESIAN RECEPTOR POINTS IN MICROGRAMS/M**3 X- COORD 90 161 195 211 194 235 398 -57 11 66 41 15 (M) .56 .05 .97 .15 .40 .90 .76 .83 .23 .74 .28 .78 * * * Y- COORD -86 -120 -102 -73 -20 -3 -18 -472 -390 -403 -411 -430 SOURCE (M) .72 .90 .20 .06 .26 .47 .22 .25 .59 .99 .42 .16 *** *** GROUP : ALL * * CONC 0.01658 0.01966 0.01862 0.01826 0.01926 0.01702 0.01031 0.01550 0.01378 0.01292 0.01279 0.01215 07/10/02 01:41 PAGE *** (YYMMDDHH) (90011102) (90011102) (90011102) (90011102) (90010902) (90010902) (90010908) (90011802) (90011708) (90011508) (90011708) (90011708) :57 33 I i i I I I & i k i i § t i I § § j t t t i i Iii i i ii CANNON ROAD LIFT STATION DHK ENGINEERS ISCST3 OUTPUT FILE, H2S July 2002 *** ISCST3 - VERSION 00101 ****** ISCST3 RUN, CANNON ROAD LIFT STATION, JULY 2002 *** *** *** **MODELOPTS: CONG 07/10/02 01:41:57 PAGE 34 RURAL ELEV FLGPOL DFAULT *** THE 2ND HIGHEST 1-HR AVERAGE CONCENTRATION INCLUDING SOURCE(S): STACK1 , VALUES FOR SOURCE GROUP: ALL *** DISCRETE CARTESIAN RECEPTOR POINTS *** X- COORD -58 -8 -8 17 -27 -77 -27 -30 -28 78 153 96 68 30 141 -77 -30 -27 127 218 -332 -203 151 21 -39 -500 -500 -500 -500 -500 -400 -400 -400 -400 -400 -400 -300 -300 -300 -300 (M) .00 .00 .00 .00 .50 .50 .50 .00 .00 .00 .00 .00 .10 .40 .00 .50 .00 .50 .00 .90 .30 .80 .10 .90 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 Y- COORD -29 -54 -4 -29 -77 -52 -52 -49 0 -10 -5 35 53 20 -294 -52 -49 -77 -340 -207 263 296 -267 -404 -260 -400 -200 0 200 400 -500 -300 -100 100 300 500 -400 -200 0 200 (M) .30 .30 .30 .30 .00 .00 .00 .50 .00 .00 .00 .00 .00 .60 .90 .00 .50 .00 .90 .20 .70 .70 .10 .80 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 ** CONC CONC 0.76620 0.00000 0.00000 0.00000 0.17935 0.23507 0.79473 1.25588 0.24419 0.07750 0.03778 0.05338 0.20907 0.13731 0.00892 0.17473 1.28027 0.23546 0.00838 0.00697 0.02723 0.01126 0.00894 0.01267 0.02947 0.00403 0.00444 0.01681 0.02991 0.01812 0.00405 0.00485 0.00835 0.03007 0.01871 0.00400 0.00493 0.01013 0.03252 0.01313 OF OTHER (YYMMDDHH) 190012622) (00000000) (00000000) (00000000) (90011903) (90012406) (90012216) (90012221) (90012911) (90010709) (90010909) (90010709) (90010616) (90010606) (90011503) (90012416) (90012216) (90011909) (90011503) (90011303) (90013003) (90013109) (90011303) (90011709) (90011803) (90012109) (90012309) (90012603) (90012803) (90013003) (90012109) (90012103) (90012509) (90012803) (90013003) (90012909) (90012103) (90012303) (90012603) (90012909) IN MICROGRAMS/M**3 X- COORD -33 -8 -8 42 -28 -52 -2 -28 48 123 128 48 112 -52 -27 -27 -27 -2 -476 -60 -284 -135 181 -64 -500 -500 -500 -500 -500 -500 -400 -400 -400 -400 -400 -300 -300 -300 -300 -300 (M) .00 .00 .00 .00 .00 .50 .50 .00 .00 .00 .00 .90 .00 .50 .50 .50 .50 .50 .30 .00 .70 .00 .80 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 Y- COORD -29 -79 20 -29 -55 -52 -52 -27 5 -15 20 37 91 -52 -52 0 -27 -52 68 -408 381 -392 -229 -247 -500 -300 -100 100 300 500 -400 -200 0 200 400 -500 -300 -100 100 300 (M) .30 .30 .70 .30 .00 .00 .00 .00 .00 .00 .00 .30 .00 .00 .00 .00 .00 .00 .20 .00 .00 .80 .80 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 ** CONC 0.00000 1.70520 0.75287 0.95350 0.71543 0.36449 0.00000 0.00000 0.11904 0.05696 0.14420 0.17563 0.18071 0.26650 0.78711 0.16131 0.00000 0.00000 0.00588 0.01699 0.01182 0.03490 0.00680 0.02663 0.00367 0.00429 0.00698 0.00705 0.00364 0.02213 0.00438 0.00576 0.01603 0.00868 0.02446 0.00432 0.00628 0.01890 0.07073 0.03300 (YYMMDDHH) (00000000) (90011803) (90020321) (90011005) (90012203) (90012406) (00000000) (00000000) (90010711) (90011006) (90010821) (90010606) (90010622) (90012416) (90012206) (90012912) (00000000) (00000000) (90012709) (90011803) (90013003) (90012003) (90011303) (90011909) (90012109) (90012309) (90012509) (90012709) (90012909) (90013002) (90012109) (90012303) (90012603) (90012709) (90013003) (90011909) (90012103) (90012309) (90012822) (90013003) t>*<k*t'k'fcJtilititjiitJtJt,kitlklftlfc CANNON ROAD LIFT STATION DHK ENGINEERS ISCST3 OUTPUT FILE, H2S July 2002 *** ISCST3 - VERSION 00101 ****** ISCST3 RUN, CANNON ROAD LIFT STATION, JULY 2002 *** *** *** **MODELOPTs: CONC 07/10/02 01:41:57 PAGE 35 RURAL ELEV FLGPOL DFAULT *** THE 2ND HIGHEST 1-HR AVERAGE CONCENTRATION INCLUDING SOURCE(S): STACK1 , VALUES FOR SOURCE GROUP: ALL *** DISCRETE CARTESIAN RECEPTOR POINTS *** X- COORD -300 -200 -200 -200 -200 -200 -200 -100 -100 -100 -100 -100 0 0 0 0 0 0 100 100 100 100 100 200 200 200 200 200 200 300 300 300 300 300 400 400 400 400 400 400 (M) Y-COORD (M) .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 400. -500. -300. -100. 100. 300. 500. -400. -200. 0. 200. 400. -500. -300. -100. 100. 300. 500. -400. -200. 0. 200. 400. -500. -300. -100. 100. 300. 500. -400. -200. 0. 200. 400. -500. -300. -100. 100. 300. 500. 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 ** CONC OF OTHER IN MICROGRAMS/M**3 CONC (YYMMDDHH) X- COORD 0.00499 0.00447 0.00706 0.02005 0.01939 0.01177 0.02828 0.00753 0.01295 0.38143 0.11237 0.02025 0.01653 0.01772 0.06889 0.07691 0.07590 0.02196 0.01977 0.02661 0.04072 0.02932 0.01316 0.04684 0.01439 0.03551 0.01674 0.00943 0.02066 0.01011 0.01351 0.01713 0.01078 0.01108 0.01231 0.00516 0.00796 0.01480 0.01116 0.00677 (90012909) (90011909) (90012103) (90012303) (90012909) (90013109) (90020103) (90011903) (90011903) (90012803) (90020122) (90020103) (90011803) (90011709) (90011703) (90020316) (90020321) (90010203) (90011603) (90011509) (90010711) (90010417) (90010403) (90011622) (90011309) (90011216) (90010709) (90010309) (90010403) (90011406) (90011109) (90010909) (90010509) (90010603) (90011403) (90011109) (90010909) (90010802) (90010603) (90010603) -300 -200 -200 -200 -200 -200 -100 -100 -100 -100 -100 -100 0 0 0 0 0 100 100 100 100 100 100 200 200 200 200 200 300 300 300 300 300 300 400 400 400 400 400 500 (M) Y .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 -COORD 500 -400 -200 0 200 400 -500 -300 -100 100 300 500 -400 -200 0 200 400 -500 -300 -100 100 300 500 -400 -200 0 200 400 -500 -300 -100 100 300 500 -400 -200 0 200 400 -500 (M) .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 ** CONC 0.00944 0.00595 0.01680 0.03013 0.02639 0.03959 0.00582 0.00931 0.01904 0.03404 0.01496 0.01089 0.01591 0.02720 0.41745 0.07674 0.04145 0.00656 0.08918 0.04631 0.02714 0.04125 0.01083 0.01069 0.02430 0.02112 0.03756 0.02747 0.00428 0.01814 0.01222 0.04371 0.04079 0.00712 0.01813 0.03909 0.01658 0.01807 0.01944 0.01686 (YYMMDDHH) (90020103) (90011903) (90012103) (90012509) (90013002) (90020102) (90011709) (90011903) (90012103) (90012909) (90013109) (90010203) (90011803) (90011703) (90010406) (90020321) (90010203) (90011509) (90011603) (90011109) (90010509) (90010403) (90010403) (90011603) (90011402) (90010909) (90010621) (90010403) (90011509) (90011406) (90011109) (90010821) (90010603) (90010403) (90011416) (90011222) (90011006) (90010803) (90010603) (90011416) JtitifcJiitilJliii CANNON ROAD LIFT STATION DHK ENGINEERS ISCST3 OUTPUT FILE, H2S July 2002 *** ISCST3 - VERSION 00101 ****** ISCST3 RUN, CANNON ROAD LIFT STATION, JULY 2002 *** *** *** **MODELOPTs: CONG 07/10/02 01:41:57 PAGE 36 RURAL BLEV FLGPOL DFAULT *** THE 2ND HIGHEST 1-HR AVERAGE CONCENTRATION INCLUDING SOURCE(S): STACK1 , VALUES FOR SOURCE GROUP: ALL *** DISCRETE CARTESIAN RECEPTOR POINTS *** X- COORD (M) 500.00 500.00 500.00 500.00 500.00 -50.00 -50.00 -50.00 0.00 50.00 50.00 -100.00 100.00 -495.30 -460.99 -377.79 -418.64 -380.41 -354.67 -326.80 -284.14 -273,39 -200.59 -131.78 -137.39 -125.19 -119.66 -141.16 -105.04 -47.27 -494.55 -445.35 -400.19 -346.76 -265.58 -239.73 -233.45 -208.05 -124.82 -20.23 Y-COORD (M) -400.00 -200.00 0.00 200.00 400.00 -100.00 0.00 100.00 50.00 -50.00 50.00 50.00 50.00 334.80 388.03 411.16 317.54 283.29 325.82 368.34 376.70 402.23 489.33 -357.08 -346.70 -358.05 476.23 425.17 397.32 456.77 -25.30 21.40 127.79 165.95 216.78 287.02 257.15 212.30 241.82 284.04 ** CONC CONG 0.00411 0.01341 0.02009 0.02897 0.00743 0.12696 0.21018 0.08558 0.16004 0.44951 0.04090 0.16385 0.02947 0.00997 0.01784 0.01060 0.01183 0.01254 0.02454 0.01196 0.01242 0.01203 0.02006 0.04467 0.04988 0.03911 0.01177 0.01288 0.01395 0.01357 0.04800 0.00983 0.05348 0.01131 0.05450 0.01007 0.01326 0.01898 0.07285 0.04645 OF OTHER (YYMMDDHH) (90011309) (90011202) (90011002) (90010803) (90010603) (90011909) (90012903) (90020106) (90020305) (90011221) (90010503) (90013003) (90010503) (90013003) (90013003) (90013003) (90013003) (90013003) (90013003) (90013003) (90013003) (90020103) (90020103) (90012003) (90012003) (90012003) (90020103) (90020103) (90020103) (90020303) (90012622) (90012509) (90012822) (90012709) (90013022) (90012909) (90012909) (90013006) (90020122) (90010221) IN MICROGRAMS/M**3 X-COORD (M) 500.00 500.00 500.00 500.00 500.00 -50.00 -50.00 0.00 50.00 50.00 50.00 -100.00 100.00 -478.16 -403.32 -375.75 -425.13 -376.02 -343.89 -316.05 -264.93 -222.04 -125.22 -140.23 -127.99 -98.26 -143.24 -119.93 -66.53 -34.33 -464.58 -402.45 -370.30 -280.58 -252.55 -235.50 -227.15 -182.50 -39.40 5.28 Y-COORD (M) -300.00 -100.00 100.00 300.00 500.00 -50.00 50.00 -50.00 -100.00 0.00 100.00 -50.00 -50.00 358.26 421.91 385.58 291.99 315.25 357.75 393.87 385.15 455.32 -363.70 -349.51 -351.44 497.46 440.09 405.90 435.54 497.22 8.69 93.70 140.46 195.53 278.54 280.61 233.69 205.81 286.25 266.89 ** CONC 0.00830 0.00657 0.00640 0.00966 0.01364 0.23096 0.25219 0.00000 0.12323 0.23522 0.09751 0.00667 0.04069 0.00995 0.01402 0.01611 0.01157 0.02218 0.01505 0.01164 0.01251 0.02251 0.03657 0.04945 0.04437 0.01139 0.01249 0.01358 0.01302 0.01871 0.01465 0.01439 0.03042 0.01599 0.01198 0.01046 0.01807 0.01621 0.01788 0.04248 (YYMMDDHH) (90011202) (90010909) (90010709) (90010803) (90010603) (90012303) (90020103) (00000000) (90011406) (90010816) (90010421) (90012303) (90010903) (90013003) (90013003) (90013003) (90013003) (90013003) (90013003) (90013003) (90020103) (90020103) (90012003) (90012003) (90012003) (90010203) (90020103) (90020103) (90010203) (90020303) (90012602) (90012806) (90012821) (90013006) (90012909) (90012909) (90013006) (90012909) (90010205) (90020316) i i ii i i ii i i i j t f i i CANNON ROAD LIFT STATION DHK ENGINEERS ISCST3 OUTPUT FILE, H2S July 2002 *** ISCST3 - VERSION 00101 ****** ISCST3 RUN, CANNON ROAD LIFT STATION, JULY 2002 *** *** *** **MODELOPTS: CONG 07/10/02 01:41:57 PAGE 37 RURAL ELEV FLGPOL DFAULT *** THE 2ND HIGHEST 1-HR AVERAGE CONCENTRATION INCLUDING SOURCE(S): STACK1 , VALUES FOR SOURCE GROUP: ALL *** DISCRETE CARTESIAN RECEPTOR POINTS *** X- COORD 35 83 38 53 -23 -132 -226 -276 -254 -253 -296 -342 138 142 117 105 76 54 90 135 208 214 265 250 433 498 -281 -254 -241 -288 -245 -240 -229 -204 -200 -188 -152 -133 -118 -104 (M) Y .00 .84 .90 .68 .23 .41 .78 .20 .12 .52 .06 .32 .39 .60 .19 .99 .10 .74 .41 .53 .09 .74 .68 .78 .33 .36 .11 .70 .56 .55 .18 .18 .61 .36 .47 .12 .34 .48 .36 .17 -COORD (M) 234. 189. 141. 104. 58. -69. -224. -328. -335. -423. -465. -497. -381. -265. -262. -236. -173. -95. -124. -145. -134. -119. -96. -51. -88. -76. -497. -485. -497. -472. -460. -382. -329. -374. -340. -313. -315. -309. -294. -277. 81 87 02 73 14 31 53 77 89 47 69 53 66 85 93 52 31 06 39 28 26 22 82 56 98 05 76 62 91 31 23 09 39 69 81 55 57 05 98 14 ** CONC OF OTHER IN MICROGRAMS/M**3 CONC (YYMMDDHH) X- COORD 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .01703 .09439 .03037 .08842 .04017 .04868 .03394 .02694 .01221 .00703 .00475 .00466 .00790 .01033 .01046 .01036 .00733 .00054 .00451 .00859 .01040 .01040 .01032 .01047 .00661 .00604 .01432 .01523 .01994 .00548 .01298 .00744 .01173 .01295 .01141 .01236 .04344 .06986 .08221 .08778 (90010109) (90010422) (90010309) (90010421) (90010104) (90012407) (90012205) (90012216) (90012108) (90011909) (90011909) (90012109) (90011503) (90011503) (90011503) (90011503) (90011503) (90011303) (90011303) (90011303) (90011103) (90011103) (90011103) (90010903) (90010909) (90010909) (90012003) (90012003) (90012003) (90011909) (90012003) (90011909) (90012109) (90012003) (90011909) (90011909) (90012003) (90012002) (90012022) (90012002) 64 94 36 36 -66 -188 -250 -274 -251 -258 -329 252 114 120 104 107 74 59 106 196 219 249 248 265 489 -53 -268 -244 -314 -266 -239 -241 -228 -177 -201 -176 -138 -124 -116 -111 (M) Y-COORD .69 .45 .71 .57 .03 .10 .52 .84 .39 .32 .11 .22 .99 .93 .95 .10 .29 .47 .41 .73 .40 .61 .83 .85 .86 .41 .83 .34 .08 .86 .44 .86 .76 .01 .35 .81 .22 .99 .45 .54 198 177 126 89 11 -141 -301 -335 -360 -447 -489 -411 -344 -268 -262 -193 -153 -90 -127 -149 -132 -110 -69 -51 -80 -300 -487 -485 -498 -463 -434 -329 -352 -364 -324 -310 -315 -305 -287 -236 (M) .46 .04 .11 .88 .42 .56 .16 .81 .39 .94 .10 .29 .85 .59 .88 .20 .52 .37 .28 .29 .42 .88 .44 .61 .73 .88 .45 .66 .58 .92 .83 .35 .94 .44 .79 .76 .62 .31 .45 .62 ** CONC 0.02710 0.03541 0.03325 0.10854 0.04287 0.02186 0.02870 0.02015 0.00939 0.00710 0.00459 0.00648 0.00912 0.01042 0.01047 0.00939 0.00572 0.00055 0.00588 0.01037 0.01044 0.01043 0.01047 0.01040 0.00612 0.01780 0.01489 0.01617 0.00441 0.00687 0.00984 0.01410 0.00869 0.03497 0.01043 0.01468 0.06558 0.07729 0.08504 0.07337 (YYMMDDHH) (90010405) (90010416) (90010309) (90010421) (90012912) (90012309) (90012216) (90012206) (90012109) (90011909) (90012109) (90011309) (90011503) (90011503) (90011503) (90011303) (90011503) (90011303) (90011303) (90011103) (90011103) (90011103) (90010903) (90010903) (90010909) (90011709) (90012003) (90012003) (90011909) (90011909) (90012003) (90012203) (90012109) (90012003) (90011909) (90011909) (90012003) (90012022) (90012002) (90012003) ii ii it ii CANNON ROAD LIFT STATION DHK ENGINEERS ISCST3 OUTPUT FILE, H2S July 2002 *** ISCST3 - VERSION 00101 ****** ISCST3 RUN, CANNON ROAD LIFT STATION, JULY 2002 * ** **MODELOPTs: CONC 07/10/02 01:41:57 PAGE 3 8 RURAL ELEV PLGPOL DFAULT *** THE 2ND HIGHEST 1-HR AVERAGE CONCENTRATION INCLUDING SOURCE(S): STACK1 , VALUES FOR SOURCE GROUP: ALL *** DISCRETE CARTESIAN RECEPTOR POINTS *** X- COORD -108 -79 -120 -62 -27 7 43 100 227 263 437 150 123 103 50 74 43 52 30 51 111 161 199 223 192 234 271 497 -27 -6 -32 -45 -28 -14 22 -12 -23 -26 -32 15 (M) Y-COORD .68 .51 .£4 .96 .16 .42 .25 .25 .64 .52 .90 .19 .26 .80 .18 .89 .04 .64 .31 .10 .22 .01 .71 .37 .45 .90 .62 .60 .79 .74 .04 .16 .10 .87 .15 .61 .81 .47 .97 .37 -227 -232 -153 -91 -61 -18 -9 -IS 52 76 120 -496 -397 -316 -301 -242 -199 -150 -81 -62 -100 -133 -108 -78 -38 -17 -19 -28 -496 -410 -378 -360 -331 -319 -243 -222 -196 -153 -129 -48 (M) .21 .98 .71 .78 .04 .05 .71 .19 .12 .47 .06 .60 .61 ,55 .28 .05 .55 .61 .78 .09 .93 .14 .80 .76 .15 .59 .62 .96 .85 .30 .18 .24 .11 .86 .73 .87 .46 .14 .57 .77 ** CONC OF OTHER IN MICROGRAMS/M**3 CONC (YYMMDDHH) X- COORD 0.07125 0.09566 0.14064 0.20207 0.46413 0.00000 0.44141 0.07915 0.07396 0.07751 0.02785 0.00740 0.00914 0.01187 0.01312 0.01467 0.01449 0.01133 0.00067 0.00087 0.01173 0.01489 0.01478 0.01448 0.01490 0.01431 0.01306 0.00719 0.00968 0.01271 0.01399 0.01473 0.01613 0.01669 0.02263 0.02490 0.02731 0.02995 0.02909 0.00106 (90012003) (90012003) (90012203) (90012202) (90011909) (00000000) (90010821) (90010908) (90010803) (90010802) (90010803) (90011509) (90011509) (90011503) (90011503) (90011503) (90011503) (90011503) (90011303) (90011103) (90011103) (90011103) (90011103) (90011103) (90010903) (90010903) (90010903) (90010909) (90011709) (90011709) (90011709) (90011709) (90011709) (90011709) (90011703) (90011703) (90011703) (90011703) (90011903) (90011303) -100 -92 -96 -33 1 17 70 167 245 335 497 113 91 73 56 79 34 28 40 93 137 194 248 221 215 251 441 230 -15 -343 -2 -47 -20 8 -2 -11 -23 -14 -13 23 (M) Y .21 .57 .97 .62 .91 .57 .14 .25 .61 .03 .36 .56 .42 .73 .88 .70 .70 .33 .73 .33 .50 .00 .71 .54 .11 .83 .96 .10 .44 .00 .83 .91 .56 .91 .31 .61 .71 .19 .10 .88 -COORD -227 -199 -119 -56 -29 -12 -9 20 71 62 154 -472 -353 -299 -272 -215 -164 -105 -65 -100 -122 -123 -100 -64 -21 -23 -49 -43 -468 -396 -371 -342 -331 -259 -237 -207 -171 -142 -106 -39 (M) .25 .97 .90 .16 .57 .62 .43 .34 .83 .07 .67 .91 .23 .49 .11 .70 .67 .32 .82 .86 .69 .85 .52 .63 .28 .31 .47 .00 .65 .07 .70 .34 .14 .68 .04 .81 .04 .82 .10 .38 ** CONC 0.10365 0.10074 0.22960 0.61371 0.00000 0.60780 0.12580 0.05103 0.08697 0.01382 0.03115 0.00797 0.01053 0.01296 0.01406 0.01492 0.01204 0.00287 0.00042 0.00975 0.01430 0.01477 0.01357 0.01459 0.01476 0.01379 0.00814 0.00941 0.01058 0.00885 0.01431 0.01552 0.01615 0.02121 0.02349 0.02635 0.02921 0.02986 0.02327 0.00215 (YYMMDDHH) (90012003) (90012003) (90012205) (90012221) (00000000) (90010709) (90010709) (90010803) (90010802) (90010709) (90010803) (90011509) (90011503) (90011503) (90011503) (90011503) (90011503) (90011503) (90011303) (90011303) (90011103) (90011103) (90011103) (90010903) (90010903) (90010903) (90010909) (90010903) (90011709) (90012109) (90011709) (90011709) (90011709) (90011703) (90011703) (90011703) (90011703) (90011703) (90011703) (90011103) 11 **ft*i i ii li t i I i ft i i i CANNON ROAD LIFT STATION DHK ENGINEERS ISCST3 OUTPUT FILE, H2S July 2002 *** ISCST3 - VERSION 00101 *** *** ISCST3 RUN, CANNON ROAD LIFT STATION, JULY 2002 *** *** *** * *MODELOPTs: CONG 07/10/02 01:41:57 PAGE 39 RURAL BLEV FLGPOL DFAULT *** THE 2ND HIGHEST 1-HR AVERAGE CONCENTRATION INCLUDING SOURCE(S): STACK1 , VALUES FOR SOURCE GROUP: ALL *** DISCRETE CARTESIAN RECEPTOR POINTS *** X- COORD 68 116 193 155 229 380 -88 -102 -91 -69 -64 -2 -32 -41 -45 -62 10 69 130 159 144 199 251 445 -187 -193 -189 -187 -154 -146 -151 -140 -111 -83 -59 -20 -51 -69 -91 -45 (M) Y-COORD .13 .98 .22 .76 .35 .93 .06 .10 .39 .71 .83 .38 .37 .63 .29 .15 .70 .11 .20 .39 .50 .23 .17 .18 .89 .37 .47 .45 .45 .88 .50 .15 .03 .67 .10 .33 .30 .04 .43 .09 -41 -71 -83 -27 6 -1 -497 -473 -383 -378 -332 -256 -217 -176 -149 -126 -39 -32 -63 -64 -17 10 49 53 -498 -454 -420 -385 -373 -364 -342 -329 -348 -335 -313 -270 -243 -202 -148 -98 (M) .44 .76 .35 .65 .91 .20 .56 .97 .60 .98 .85 .82 .15 .62 .30 .63 .33 .02 .33 .39 .25 .80 .21 .17 .12 .78 .89 .12 .94 .56 .88 .74 .68 .61 .10 .87 .44 .88 .18 .44 ** CONG OF OTHER IN MICROGRAMS/M**3 CONG (YYMMDDHH) X- COORD 0.02332 0.02975 0.02344 0.02766 0.02033 0.01236 0.01284 0.01343 0.01663 0.01700 0.01911 0.02740 0.03215 0.04033 0.04854 0.05472 0.00000 0.07295 0.04271 0.03567 0.03985 0.02874 0.02192 0.01325 0.03113 0.03504 0.03334 0.02558 0.04515 0.04706 0.04412 0.05023 0.02886 0.03170 0.03641 0.05616 0.05543 0.07076 0.09676 0.19472 (90010903) (90011103) (90011103) (90010903) (90010903) (90010909) (90011803) (90012003) (90012003) (90011803) (90011803) (90011803) (90011709) (90011909) (90011903) (90011903) (00000000) (90010903) (90011103) (90011109) (90010909) (90010909) (90010709) (90011003) (90012003) (90012003) (90012003) (90012003) (90012003) (90012003) (90012003) (90012003) (90012003) (90012003) (90011803) (90011803) (90012003) (90012003) (90012203) (90012003) 97 136 165 198 250 497 -88 -89 -86 -57 -28 -27 -47 -47 -64 -31 22 102 139 144 165 225 366 499 -187 -193 -193 -175 -146 -151 -143 -131 -96 -77 -39 -24 -53 -64 -79 17 (M) Y-COORD .23 .70 .09 .24 .16 .87 .03 .64 .67 .39 .02 .75 .36 .23 .07 .95 .97 .93 .63 .44 .25 .63 .87 .88 .80 .28 .18 .18 .90 .53 .95 .70 .88 .98 .29 .05 .10 .23 .08 .37 -66 -86 -51 -1 32 41 -490 -418 -379 -356 -312 -241 -198 -164 -135 -107 -29 -52 -59 -32 -9 19 15 75 -476 -430 -404 -377 -371 -349 -337 -334 -342 -323 -303 -257 -220 -176 -121 -18 (M) .97 .90 .23 .44 .26 .66 .03 .45 .85 .42 .28 .65 .26 .36 .10 .91 .96 .87 .60 .31 .79 .17 .80 .56 .46 .30 .87 .63 .15 .47 .26 .48 .15 .39 .76 .67 .84 .53 .86 .64 ** CONG 0.02978 0.02830 0.02672 0.02347 0.01800 0.00848 0.01305 0.01531 0.01682 0.01808 0.02077 0.02843 0.03516 0.04324 0.05096 0.07029 0.04820 0.05377 0.04043 0.03998 0.03499 0.02523 0.01608 0.01175 0.03437 0.03279 0.02715 0.03345 0.04603 0.04530 0.04864 0.05193 0.03027 0.03384 0.03892 0.05174 0.06442 0.08712 0.12617 0.46400 (YYMMDDHH) (90011103) (90011103) (90010903) (90010903) (90010703) (90010909) (90011803) (90012003) (90012003) (90011803) (90011709) (90011709) (90011909) (90011903) (90011903) (90011903) (90010903) (90011103) (90011109) (90010909) (90010909) (90010709) (90011003) (90010803) (90012003) (90012003) (90012003) (90012003) (90012003) (90012003) (90012003) (90012003) (90012003) (90012003) (90011803) (90011803) (90012003) (90012003) (90012203) (90010703) t i • i i i fti i i i i 11 CANNON ROAD LIFT STATION DHK ENGINEERS ISCST3 OUTPUT FILE, H2S July 2002 *** ISCST3 - VERSION 00101 *** **MODELOPTs: CONG *** ISCST3 RUN, CANNON ROAD LIFT STATION, JULY 2002 *** RURAL ELEV FLGPOL DFAULT 07/10/02 01:41:57 PAGE 40 *** THE 2ND HIGHEST 1-HR AVERAGE CONCENTRATION INCLUDING SOURCE(S): STACK1 , VALUES FOR SOURCE GROUP: ALL *** DISCRETE CARTESIAN RECEPTOR POINTS **« ** CONC OF OTHER IN MICROGRAMS/M**3 X-COORD (M) Y-COORD (M)CONC (YYMMDDHH)X-COORD (M) Y-COORD (M)CONC (YYMMDDHH) 71. 145. 221. 339. 497. 67. 67. 112. 110. 228. 221. 242. 254. 108. 130. 102. 93. 61. 65. 50. 94. 142. 203 . 209. 250. 242. 218. 206. 239. 321. 500. 216. 169. 164. 146. 133. 114. 144. 204. 253. 96 49 00 66 16 93 73 52 54 19 66 34 08 38 32 08 72 95 81 11 22 14 40 08 58 19 76 59 56 40 00 89 98 42 53 37 77 86 19 24 -24. -5. 38. 41. 102. 486. 432. 443. 481. -50. -34. -43. -417. -349. -277. -273. -244. -179. -155. -75. -114. -141. -129. -122. -105. -82. -53. -34. -32. -53. -57. -294. -249. -226. -225. -218. -158. -169. -167. -146. 50 01 96 33 88 17 89 37 74 53 49 05 89 53 10 23 94 84 37 27 99 54 54 02 23 60 32 44 68 71 30 39 00 38 37 73 39 80 21 68 0.19058 0.08873 0.04854 0.02652 0.01509 0.01169 0.01303 0.01250 0.01161 0.01037 0.01027 0.01045 0.00688 0.00953 0.01114 0.01144 0.01166 0.00917 0.00731 0.00026 0.00589 0.01053 0.01166 0.01166 0.01142 0.01158 0.01163 0.01145 0.01163 0.00986 0.00640 0.00757 0.00789 0.00761 0.00733 0.00698 0.00413 0.00582 0.00741 0.00791 (90011003) (90011003) (90010803) (90010803) (90010803) (90010203) (90010203) (90010403) (90010403) (90010903) (90010903) (90010903) (90011309) (90011503) (90011503) (90011503) (90011503) (90011503) (90011503) (90011303) (90011303) (90011303) (90011103) (90011103) (90011103) (90011103) (90010903) (90010903) (90010903) (90010903) (90010909) (90011303) (90011303) (90011303) (90011303) (90011303) (90011303) (90011303) (90011103) (90011103) 94 195 249 454 57 50 89 123 108 221 232 235 137 120 103 82 95 59 46 61 104 190 209 213 256 239 215 221 252 447 257 196 170 154 137 133 118 170 240 496 .53 .49 .34 .74 .32 .74 .04 .25 .47 .63 .01 .72 .42 .77 .94 .30 .80 .20 .31 .38 .58 .16 .06 .82 .27 .44 .04 .68 .71 .52 .34 .23 .04 .99 .10 .43 .56 .30 .04 .20 -32 17 63 91 496 450 432 462 498 -41 -34 -51 -389 -311 -279 -275 -194 -161 -84 -83 -114 -143 -127 -112 -93 -61 -41 -27 -41 -73 -304 -279 -232 -229 -229 -203 -152 -164 -152 -147 .12 .40 .34 .74 .87 .00 .81 .51 .80 .08 .53 .50 .19 .91 .83 .03 .10 .00 .67 .79 .09 .61 .67 .62 .01 .87 .06 .90 .20 .03 .90 .24 .05 .17 .10 .66 .75 .25 .28 .61 0.14614 0.05920 0.05196 0.01706 0.01149 0.01263 0.01292 0.01197 0.01126 0.01027 0.01040 0.01043 0.00799 0.01046 0.01133 0.01152 0.01086 0.00749 0.00038 0.00092 0.00676 0.01164 0.01166 0.01166 0.01138 0.01161 0.01159 0.01164 0.01153 0.00701 0.00696 0.00786 0.00775 0.00753 0.00726 0.00657 0.00404 0.00654 0.00784 0.00492 (90011003) (90010803) (90010803) (90010803) (90010203) (90010203) (90010403) (90010403) (90010403) (90010903) (90010903) (90010903) (90011503) (90011503) (90011503) (90011503) (90011503) (90011503) (90011303) (90011303) (90011303) (90011103) (90011103) (90011103) (90011103) (90010903) (90010903) (90010903) (90010903) (90010909) (90011303) (90011303) (90011303) (90011303) (90011303) (90011303) (90011303) (90011303) (90011103) (90011109) i i i fc i II hi i i ft i i i i j i i ii titi CANNON ROAD LIFT STATION DHK ENGINEERS ISCST3 OUTPUT FILE, H2S July 2002 *** ISCST3 - VERSION 00101 ****** ISCST3 RUN, CANNON ROAD LIFT STATION, JULY 2002 *** *** *** **MODELOPTs: CONG 07/10/02 01:41:57 PAGE 41 RURAL ELEV FLGPOL DFAULT *** THE 2ND HIGHEST 1-HR AVERAGE CONCENTRATION INCLUDING SOURCE(S) : STACK1 , VALUES FOR SOURCE GROUP: ALL *** DISCRETE CARTESIAN RECEPTOR POINTS *** X- COORD -30 205 172 188 254 254 122 160 254 9 -40 -86 -58 -80 200 153 164 211 266 -95 -180 -130 -166 -113 -121 -164 -145 -62 -80 -29 -154 94 77 58 27 8 57 11 9 40 (M) Y- COORD .67 .64 .83 .98 .97 .14 .52 .53 .48 .96 .98 .38 .88 .56 .38 .22 .62 .71 .38 .68 .88 .03 .83 .15 .70 .16 .39 .30 .63 .38 .52 .95 .23 .57 .45 .62 .97 .18 .48 .76 -266 -282 -242 -206 -188 -402 -346 -258 -313 -410 -253 -304 -254 -260 -179 -198 -172 -172 -159 -274 -390 -390 -408 -409 -428 -450 -466 -409 -278 -419 -391 -414 -368 -324 -335 -334 -235 -157 -109 -57 (M) .12 .10 .42 .70 .12 .83 .76 .38 .36 .64 .84 .52 .71 .28 .43 .09 .70 .89 .91 .35 .79 .99 .74 .89 .69 .18 .27 .14 .17 .63 .84 .46 .24 .85 .09 .08 .39 .99 .96 .34 ** CONC OF OTHER IN MICROGRAMS/M**3 CONG (YYMMDDHH) X- COORD 0.05908 0.00739 0.00726 0.00701 0.00745 0.00604 0.00854 0.00946 0.00747 0.01293 0.02637 0.02933 0.02274 0.05871 0.00665 0.00594 0.00559 0.00679 0.00731 0.08266 0.03680 0.03354 0.04628 0.02406 0.02225 0.03668 0.01968 0.01849 0.03703 0.02533 0.04890 0.01052 0.01184 0.01351 0.01322 0.01337 0.01863 0.01867 0.00912 0.00210 (90011803) (90011303) (90011303) (90011303) (90011103) (90011309) (90011503) (90011303) (90011303) (90011709) (90011709) (90012003) (90011909) (90012003) (90011303) (90011303) (90011303) (90011103) (90011103) (90012003) (90012003) (90012003) (90012003) (90012003) (90012003) (90012003) (90012003) (90011803) (90012003) (90011803) (90012003) (90011509) (90011509) (90011503) (90011703) (90011703) (90011503) (90011703) (90011503) (90011103) 255 184 183 205 497 145 148 224 -49 -62 -99 -86 -79 254 162 146 189 242 256 -38 -113 -101 -85 -102 -139 -150 -180 -129 49 -51 77 69 68 26 8 39 28 30 14 54 (M) Y-COORD (M) .49 .08 .26 .96 .90 .94 .25 ,36 .53 .78 .57 .14 .82 .08 .64 .68 .11 .83 .91 .27 .38 .41 .10 .72 .52 .89 .10 .32 .03 .13 .67 .67 .87 .46 .59 .01 .87 .99 .27 .89 -297. -256. -223. -197. -194. -377. -266. -311. -271. -288. -307. -243. -313. -173. -198. -185. -172. -159. -173. -283. -468. -294. -460. -390. -409. -427. -431. -451. -354. -443. -498. -375. '-338. -348. -342. -267. -209. -148. -90. -55. 36 59 63 35 70 92 81 37 70 60 29 31 02 99 12 82 80 82 06 05 27 10 85 15 79 63 29 26 95 09 20 75 08 27 55 33 85 65 20 51 ** CONC 0.00683 0.00741 0.00716 0.00715 0.00460 0.00761 0.00946 0.00800 0.02076 0.01701 0.05232 0.10743 0.01793 0.00729 0.00616 0.00541 0.00627 0.00715 0.00730 0.03371 0.01960 0.07050 0.01581 0.02631 0.03419 0.03611 0.04256 0.02043 0.01521 0.01682 0.00857 0.01169 0.01266 0.01259 0.01287 0.01718 0.01989 0.01820 0.00405 0.00493 (YYMMDDHH) (90011303) (90011303) (90011303) (90011303) (90011109) (90011503) (90011503) (90011303) (90011709) (90011909) (90012003) (90012003) (90011909) (90011103) (90011303) (90011303) (90011303) (90011103) (90011103) (90011803) (90012003) (90012003) (90011803) (90012003) (90012003) (90012003) (90012003) (90012003) (90011709) (90011803) (90011709) (90011509) (90011509) (90011709) (90011703) (90011703) (90011503) (90011503) (90011503) (90011103) lit!* i ti IJ 11 i i t i t i CANNON ROAD LIFT STATION DHK ENGINEERS ISCST3 OUTPUT FILE, H2S July 2002 *** ISCST3 - ~< **MODELOPTS: I CONC X- COORD 79 115 172 230 179 219 253 493 -36 19 42 -78 44 VERSION 00101 *** (M) .30 .02 .37 .83 .27 .87 .88 .05 .20 .80 .36 .40 .94 Y-COORD -75 -91 -116 -98 -37 -10 20 13 -479 -366 -376 -433 -440 RURAL *** (M) .38 .53 .23 .56 .16 .00 .00 .43 .87 .14 .58 .56 .63 *** ISCST3 RUN, CANNON ROAD LIFT STATION, *** ELEV FLGPOL DFAULT THE 2ND HIGHEST 1-HR INCLUDING SOURCE (S) : *** DISCRETE ** CONC OF OTHER CONC (YYMMDDHH) 0.01330 (90011103) 0.01927 (90011103) 0.01936 (90011103) 0.01682 (90011103) 0.01981 (90010903) 0.01798 (90010903) 0.01574 (90010903) 0.00798 (90010909) 0.02063 (90011803) 0.01486 (90011709) 0.01427 (90011709) 0.01709 (90011803) 0.01164 (90011709) AVERAGE CONCENTRATION STACK1 , JULY 2002 VALUES FOR CARTESIAN RECEPTOR POINTS IN MICROGRAMS/M**3 X- COORD 90 161 195 211 194 235 398 -57 11 66 41 15 (M) .56 .05 .97 .15 .40 .90 .76 .83 .23 .74 .28 .78 *** Y-COORD -86 -120 -102 -73 -20 -3 -18 -472 -390 -403 -411 -430 SOURCE (M) .72 .90 .20 .06 .26 .47 .22 .25 .59 .99 .42 .16 *** *** GROUP : ALL ** CONC 0.01658 0.01966 0.01862 0.01826 0.01926 0.01702 0.01031 0.01550 0.01378 0.01292 0.01279 0.01215 07/10/02 01:41 PAGE *** (YYMMDDHH) (90011103) (90011103) (90011103) (90011103) (90010903) (90010903) (90010909) (90011803) (90011709) (90011509) (90011709) (90011709) :57 42 li li i i t i ii 11 it 11 ii i i ii t j CANNON ROAD LIFT STATION ISCST3 OUTPUT FILE, H2S July 2002 DHK ENGINEERS *** ISCST3 - VERSION 00101 *** *** ISCST3 RUN, CANNON ROAD LIFT STATION, JULY 2002 *** 07/10/02 *** *** 01:41:57 **MODELOPTs: PAGE 83 CONC RURAL ELEV FLGPOL DFAULT j *** THE SUMMARY OF HIGHEST 1-HR RESULTS *** ** CONC OF OTHER IN MICROGRAMS/M**3 ** DATE NETWORK GROUP ID AVERAGE CONC (YYMMDDHH) RECEPTOR (XR, YR, ZELEV, ZFLAG) OF TYPE GRID-ID ALL HIGH 1ST HIGH VALUE IS 1.70624 ON 90012205: AT ( -30.00, -49.50, 10.60, 12.10) DC NA HIGH 2ND HIGH VALUE IS 1.70520 ON 90011803: AT ( -8.00, -79.30, 14.33, 15.80) DC NA *** RECEPTOR TYPES: GC = GRIDCART GP - GRIDPOLR DC = DISCCART DP = DISCPOLR BD = BOUNDARY i i ft i t i fc i L i ft i ft i • l • i I i t a i i t i t 1 t i I 1 I CANNON ROAD LIFT STATION ISCST3 OUTPUT FILE, H2S July 2002 DHK ENGINEERS • *** ISCST3 - VERSION 00101 *** *** ISCST3 RUN, CANNON ROAD LIFT STATION, JULY 2002 *** 07/10/02 *** *** 01:41:57 **MODELOPTs: PAGE 86 CONG RURAL ELEV FLGPOL DFAULT *** Message Summary : ISCST3 Model Execution *** Summary of Total Messages A Total of 0 Fatal Error Message(s) A Total of 0 Warning Message(s) A Total of 0 Informational Message(s) FATAL ERROR MESSAGES *** NONE *** WARNING MESSAGES *** NONE *** *** ISCST3 Finishes Successfully ***