HomeMy WebLinkAbout3583; Cannon Road Lift Station; Cannon Road Lift Station Odor Assessment; 2001-03-01SITE 2
City of Carlsbad
Cannon Road Lift Station
Odor Assessment Report
March 2001
Prepared for:
City of Carlsbad
Prepared by:
DHK Engineers, Inc.
Escondido, California
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 2.8 million gallons per day (mgd) average flow
capacity and 6.6 mgd Peak Wet Weather Flow (PWWF) at ultimate build-out. The
primary location is adjacent to the existing lift station, east of the proposed Cannon Road,
occupying part of the existing storm water-desilting basin. 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.
EXECUTIVE SUMMARY
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
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)
Maximum Odor
Concentration (OU/m3)
(Threshold 1.0)
Maximum Hydrogen
Sulfide Concentration
(ug/m3) (Threshold 6.67)
1 5- SPS EAST 25M Hill (-2.S.-52)0.000 0.000
1 6- SPS NORTH 25M (-27.50, -27) |
1 7- SPS NORTH 50 M (-27.5, 0) |
1 8- SPS NW of FAN WALL (-30, -50) i
1 9- SPS SOUTH 25M Hill (-27.5, -77) i
0.170
0.139
0.000
0.000
0.656
0.535
0.000
0.000
20- SPS SOUTH Hill (-27.5, -52)0.000 0.000
21- SPS WEST 25M (-52.50, -52)
22- SPS WEST 50M (-77.5, -52)
23- CANTERBURY LOT 19 (78.-10)
24- CANTERBURY LOT 16 (98,35)
0.584
0.356
0.282
0.026
1 2.257
i 1.374
| 1.092
I 0.104
CANNON ROAD LIFT STATION
Air and Noise Modeling Assessment
SCALE: 1 INCH = APPROX. 500 FEET
SPS = SINGLE POINT SOUND RECEIVER
• = ANALYSIS POINT
CARLSBAD MUNICIPAL WATER DISTRICT
1000 x 1000 METER SITE MAP
DHK ENGINEERS
MARCH, 2001 FIGURE ES-1
TABLE OF CONTENTS
1.0 INTRODUCTION 1
1.1 OBJECTIVE AND METHODOLOGY 1
1.2 CHARACTERIZATION OF ODOR SENSORY RESPONSE 2
2.0 ODOR CRITERION AND ASSUMPTIONS 3
2.1 ODOR/HYDROGEN SULFIDE CRITERION 3
2.2 PHYSICAL ASSUMPTIONS 3
2.2.7 Sulfide and Odor Concentrations 5
2.2.2 Hydrogen Sulfide Emission Rates 6
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
2.3.4 Atmospheric Chemistry 8
2.3.5 Critical Receptors 9
2.16 Sampling Or Averaging Time 9
3.0 MODELING RESULTS 11
3.1 ODOR/HYDROGEN SULFIDE MODELING RESULTS 11
4.0 CONCLUSIONS 18
5.0 REFERENCES 19
LIST OF TABLES
Table2-l 10
Table3-l 12
Table 3-2 13
Table4-l 18
LIST OF FIGURES
Figure 2 - 1 4
Figure 3-1 14
Figure3-2 15
Figure3-3 16
Figure3 -4 17
March 2001 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 2.8 mgd average flow capacity and 6.6 mgd
PWWF at ultimate build-out. The primary location is adjacent to the existing lift station
east of the proposed Cannon Road occupying part of the existing storm water-desilting
basin.
Based on City direction; it is assumed that the odor control treatment technologies for the
CRLS will be the Phoenix Carbon treatment, 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 outside 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.
March 2001 Cannon Road Lift Station Page 2
3. Assume removal efficiencies for generic pre-treatment and odor treatment process
units at CRLS.
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
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
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
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 Carlsbad Municipal Water District 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 HaS. The conversion relationship between ppb value to a
comparable air modeling ug/cubic meter is 1 ppm = 1,420 ug/cubic meter (Reference 3).
Therefore, the hydrogen sulfide criterion based on 4.70 ppb is 6.67 ug/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
Sodium Hypochlorite & Phoenix Carbon Scrubber
Odor and H2S Air Modeling Assessment
SCALE: 1 INCH = APPROX. 500 FEET
SPS = SINGLE POINT SOUND RECEIVER
• = ANALYSIS POINT CARLSBAD MUNICIPAL WATER DISTRICT
1000 x 1000 METER SITE MAP
DHK ENGINEERS
MARCH, 2001 FIGURE 2-1
^
March 2001 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)
m pre-treatment are presented. The design assumption is made that the ventilation rate will
^ be "twelve air changes per hour" per the National Fire Protection Association (NFPA)
820.
m
m Inlet (without NaOCL) Outlet (with NaOCl)
Average = 0.50 mg/L (5 ppmv) Average = 0.05 mg/L (0.5 ppmv)
w Peak = 1 .00 mg/L ( 1 0 ppmv) Peak =0.10 mg/L (1.0 ppmv)
m 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 tkS (based on
m 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
m
m Odor concentration in and out of Phoenix Carbon Scrubber:
Inlet Concentration Outlet Concentration
** Average = 2,000 OU/cu m Average = 200 OU/cu m
4 Peak =4,000 OU/cu m Peak =400 OU/cu m
m These concentrations are derived assuming that 1 ppmv H2S is equivalent to 400 OU/cu
^ meters based on City of San Diego Metropolitan Wastewater Department guidance and
literature review.
March 2001 Cannon Road Lift Station Page 6
m
m
Case 3: Sodium Hypochlorite + Phoenix Carbon Scrubber
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. To ensure the reliability of the odor control system, dual
Phoenix Carbon Scrubbers will be provided each 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
: ;i i
Pre-treatment Sodium 1 Phoenix Carbon | Combined Ventilation
Hypochlorite | | + Sodium Hypochlorite
i | + Phoenix Carbon
j | Scrubber
90
90
1
90 1 99.5
90 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 of 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 = (1 .0 x (1-0.90)) = 0.05
• CRLS foul air flow rate, standard cubic feet per minute, scfm = 8,000
• CRLS foul air flow rate, cubic meters per minute (cu m/min) = 225
H2S emission rate, (gram/sec)= 2.9 E-4
March 2001 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
m
m
m
m
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 225)/60)
= 8,000
= 225
= 75
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 22 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
= 26 feet
= 2.00 feet(stack) (0.60 meters)
= 2,800 feet per minute (fpm) 14.25 (mps)
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.
^ March 2001 Cannon Road Lift Station Page 8
2.3 Model Description and Assumptions
m 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
j 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
m to determine the effective height and cross-wind width of a building for every 10 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
«w degree increments beginning at east (considered as "0" degree), are modeled. The
m 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.
<*m
— 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
,,1 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:
m • 0.005 per second for nighttime chemistry, and
• 0.010 per second for daytime chemistry.
«n
m
March 2001 Cannon Road Lift Station Page 9
Emissions from CRLS are likely to undergo some decay; however, because of the
** sensitivity and proximity of the critical receptors, and use of a screening level
meteorological array a decay rate of "0" is used in the model.WH
-" 2.3.5 Critical Receptors
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
critical receptors are residential or commercial buildings, hospitals, schools, daycare
facilities, and roads lying beyond the facility boundary. The ISCST3 model estimates the
^ odor concentrations for predetermined critical receptor coordinates. At CRLS, critical
receptors exist in every direction; therefore, a grid of receptor locations is established as
_ follows:ii
dj • Along the CRLS fenceline (the site periphery) at 25-meter intervals
_ • Hillside residents (SW of project)
• Canterbury development north-northeast of project
• Residents across the lagoon to the north-northwest
^ "At 100-meter intervals in an area 100 meters to 500 meter away from the site
j boundary
In addition, 24 specific receptors are established, including the closest existing
residences.4
m 2.3.6 Sampling Or Averaging Time
Sampling time or averaging time of meteorological data is extremely important in
m describing the odor level at a particular critical receptor. The ISCST3 model is designed
m 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
minutes, at which time odors can exist at peak (complaint level) concentrations, using 1-
w 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
„ Where Xs = short-term concentration (OU or H2S/cu m)
X = hourly concentration (OU or H2S /cu m)
t =60 (minutes)
m ts = desired short-term time period (minutes)
p = the power law exponent
•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
value of p typically varies from 0.167 to 0.5 (depending on the stability class). In absence
"I
m
March 2001 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 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 = 1 (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 Class0"
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 11
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 is 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.
March 2001 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)
Maximum Odor
Concentration (OU/m3)
(Threshold 1.0)
Maximum Hydrogen
Sulfide Concentration
(ug/m3) (Threshold 6.67)
1-SPS#1 (-473.31,68.24)0.004
2 - SPS #2 (-332, 263)0.021
0.016
0.082
3-SPS #3 (-285,381)0.007 0.027
4- SPS #4 (-203.8,296.7)0.013 0.050
5- SPS#5(218.88,-207.25)0.004 0.014
6- SPS #6 (181.77,-229.78)0.004 0.014
7- SPS #7 (151.09, -267.15)0.005 0.019
8- SPS #8 (141.03,-294.87)0.005 0.018
9- SPS #9 (126.94, -340.87)0.005
10-SPS #10 (21.90,-404.79)0.007
0.018
0.029
11-SPS #11 (-60,-408)0.012 0.048
12- SPS #12 (-134.93, -392.85)0.021
24- CANTERBURY LOT 16 (98,35)0.016
0.081
13- SPS #13 (-39, -260)
14- SPS #14 (-64, -247)
15- SPS EAST 25M Hill (-2.5,-52)
16- SPS NORTH 25M (-27.50, -27)
17- SPS NORTH 50 M (-27.5, 0)
18- SPS NW of FAN WALL (-30, -50)
19- SPS SOUTH 25M Hill (-27.5, -77)
20- SPS SOUTH Hill (-27.5, -52)
21- SPS WEST 25M (-52.50, -52)
22- SPS WEST 50M (-77.5, -52)
23- CANTERBURY LOT 19 (78.-10)
0.036
0.012
0.000
0.103
0.084
0.000
0.000
0.000
0.354
0.216
0.171
0.138
0.046
0.000
0.397
0.324
0.000
0.000
0.000
1.368
0.833
0.662
0.063
March 2001 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)
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 (18 1.77, -229.78)
7- SPS #7 (15 1.09, -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 EAST 25M Hill (-2.5,-52)
16- SPS NORTH 25M (-27.50, -27)
17- SPS NORTH 50 M (-27.5, 0)
18- SPS NW of FAN WALL (-30, -50)
19- SPS SOUTH 25M Hill (-27.5, -77)
20- SPS SOUTH Hill (-27.5, -52)
21- SPS WEST 25M (-52.50, -52)
22- SPS WEST 50M (-77.5, -52)
23- CANTERBURY LOT 19 (78.-10)
24- CANTERBURY LOT 16 (98,35)
Maximum Odor
Concentration (OU/m3)
(Threshold 1.0) (1)
0.007
0.035
0.012
0.021
0.007 _j
0.007
0.008
0.008
0.008
0.012
0.020
0.035
0.059
0.020
0.000
0.170
0.139
0.000
0.000
0.000
0.584
0.356
0.282
0.026
Maximum Hydrogen
Sulfide Concentration
(ug/m3) (Threshold 6.67) (I)
0.026
0.135
0.045
0.083
0.023
0.023
0.031
0.031
0.031
0.048
0.079
0.134
0.228
0.076
0.000
0.656
0.535
0.000
0.000
0.000
2.257
1.374
1.092
0.104
Conversion from 1-hour to 3-minute average using 1.65 based on Table 2-1
100-
80-
60-
40-
ui
CANNON ROAD LIFT STATION
Sodium Hypochlorite & Phoenix Carbon Scrubber
Odor Units 1-Hour Highest Concentrations
75 OU/Second Emission
0.6 Meter Stack Diameter
Stack Velocity 14.25 Meters/Second
ODORUNITS
CANTERBURY
DEVELOPMENT
CANNON ROAD
LIFT STATION
o
METERS
20 40 60 80 100
^
ANALYSIS POINT
CARLSBAD MUNICIPAL WATER DISTRICT
BPIP AND ISCST3 MODEL RESULTS
DHK ENGINEERS
MARCH, 2001 FIGURE 3-1
CANNON ROAD LIFT STATION
Sodium Hypochlorite & Phoenix Carbon Scrubber
Odor Units 3-Minute Highest Concentrations
75 OU/Second Emission
0.6 Meter Stack Diameter
Stack Velocity 14.25 Meters/Second
ODORUNITS
LLJ
CANTERBURY
DEVELOPMENT
CANNON ROAD
.IFT STATION
-100
-100 80 100
ANALYSIS POINT
CARLSBAD MUNICIPAL WATER DISTRICT
BPIP AND ISCST3 MODEL RESULTS
DHK ENGINEERS
MARCH,2001 FIGURE 3-2
CANNON ROAD LIFT STATION
Sodium Hypochlorite & Phoenix Carbon Scrubber
H2S 1-Hour Highest Concentrations
2.9E-4 grams/second Emission
0.6 Meter Stack Diameter
Stack Velocity 14.25 Meters/Second
<necLU
CANTERBURY
DEVELOPMENT
CANNON ROAD
LI FT STATION
ug/mA3 ppm
4.00 0.00282
3.50 0.00245
3.00 0.00211
2.50 0.00175
2.00 0.00141
1.50 0.00106
1.00 0.00070
0.50 0.00035
-100 -80 -60 -40
ANALYSIS POINT
100
METERS
CARLSBAD MUNICIPAL WATER DISTRICT
BPIP AND ISCST3 MODEL RESULTS
DHK ENGINEERS
MARCH, 2001 FIGURE 3-3
CANNON ROAD LIFT STATION
Sodium Hypochlorite & Phoenix Carbon Scrubber
H2S 3-Minute Highest Concentrations
2.9E-4 grams/second Emission
0.6 Meter Stack Diameter
Stack Velocity 14.25 Meters/Second
100
I
CANTERBURY
DEVELOPMENT
CANNON ROAD
LI FT STATION
ug/mA3 ppm
4.00 0.00282
3.50 0.00245
3.00 0.00211
2.50 0.00175
2.00 0.00141
1.50 0.00106
1.00 0.00070
0.50 0.00035
-100 -80 -60 -40
ANALYSIS POINT
100
CARLSBAD MUNICIPAL WATER DISTRICT
BPIP AND ISCST3 MODEL RESULTS
DHK ENGINEERS
MARCH, 2001 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 EAST 25M Hill (-2.5,-52)
16- SPS NORTH 25M (-27.50, -27)
17- SPS NORTH 50 M (-27.5, 0)
18- SPS NW of FAN WALL (-30, -50)
19- SPS SOUTH 25M Hill (-27.5, -77)
20- SPS SOUTH Hill (-27.5, -52)
21- SPS WEST 25M (-52.50, -52)
22- SPS WEST 50M (-77.5, -52)
23- CANTERBURY LOT 19 (78.-10)
24- CANTERBURY LOT 16 (98,35)
Maximum Odor
Concentration (OU/m3)
(Threshold 1.0)
0.000
0.170
0.139
0.000
0.000
0.000
0.584
0.356
0.282
0.026
Maximum Hydrogen
Sulfide Concentration
(ug/m3) (Threshold 6.67)
0.000
0.656
0.535
0.000
0.000
0.000
2.257
1.374
1.092
0.104
March 2001 Cannon Road Lift Station Page 19
5.0 REFERENCES
1. City of Carlsbad- Cannon Road Lift Station Preliminary Siting Drawings, COM,
September 2000.
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,
COM, December 2000.
5. Dispersion Modeling of Odorous Emissions, Wang and Skipka, Air and Waste
Management Association Publication 93-RA-l 14A.05, 1993.
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
PUSHBUTTON
PORTS ACTUALLY
ARRANGED CIRCULARLY
6.3V
DCorA.C.
DILUTION
AIR
ATTENUATORS
BYPASS
EFFLUENT
SAMPLE -
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#
/' -< *:-iv"'V
1 (Normal)
2( NaOCl -off)
3 (Phoenix Of!)
NaOCl
^ i ^V^Jfl
ON
OFF
ON
Phoenix #
< „ < ::
2- Parallel
2- Series
1- ON/1 OFF
Booster Fan
, '- rx „; ^ ^
OFF
ON
ON
Total Stack
** ^P- >T }* *•* l * *i l
8,000 cfm
8,000 cfm
8,000 cfm
Phoenix Carbon Scrubber (2) @ 4,000 cfm
Booster Fan (1) @ 4,000 cfm- 1.5 inches WC
Hydrogen Sulfide Load Projection
(Assuming 8,000 cfm at all times)
Full Redundancy configuration
H2S
Concentrations
„»
1 (Normal)
2( NaOCI-Off)
3 (Phoenix Off)
Pre- NaOCl
/;• ^ 41'
10 ppmv(l)
10 ppmv
10 ppmv
Post- NaOCl
..'Jr., '/-::
1 ppmv
10 ppmv
1 ppmv
Post Phoenix
- , , - * «
0.05 ppmv (2)
0.1 ppmv (3)
0.1 ppmv (5)
Post Booster
Fan — out
Stack
"*i " ' ^ r
0.05 ppmv
0.05 ppmv (4)
0.05 ppmv (6)
(1) Based NFPA 820 12 AC/HR
(2) Assume 4,000 cfm @ 1 and 4,000 cfm @ 0 ppmv + 90% removal
(3) Series Phoenix with 4,000 cfm @ 90% first stage + 90% removal second stage
(4) Phoenix 4,000 cfm @ 0.1 ppmv + 4,000 cfm Booster Fan @ 0.0 ppmv
(5) Phoenix 4,000 cfm inlet 1 ppmv 90% exit 0.1 ppmv
(6) Booster fan 4000 cfm plus 4,000 cfm from Phoenix @ 0.1 total 0.05 ppmv
Odor Unit (OU/ cubic meter) Load Projection
(Assuming 8,000 cfm at all times)
Full Redundancy configuration
OU
Concentrations
1 (Normal)
Pre- NaOCl
4,000 OU(i)
Post- NaOCl
400 OU
Post Phoenix
20 OU (2)
Post Booster
Fan - out
Stack
ill
20 OU
2( NriOCK-Off)4,000 OU 4,000 OU 40 OU (3)20 QU (4)
3 (Phoenix Off)4,000 OU 400 OU 40 OU (S)20 OU (6)
(1) Based NFPA 820 12 AC/HR
(2) Assume 4,000 cfm @ 400 OU and 4,000 cfm @ 0 OU + 90% removal
(3) Series Phoenix with 4,000 cfm @ 90% first stage + 90% removal second stage
(4) Phoenix 4,000 cfm @ 40 OU + 4,000 cfm Booster Fan @ 0 OU
(5) Phoenix 4,000 cfm inlet 400 OU 90% exit 40 OU
(6) Booster fan 4000 cfm @ OOU plus 4,000 cfm from Phoenix @ 40 OU total 20 OU
APPENDIX C
Design Configuration - Odor Control
ISCST3 Input /Output Files
j t j
CANNON ROAD LIFT STATION
DHK ENGINEERS
ISCST3 INPUT FILE, H2S March 2001
Pagel
* *
**
•**
**
ISCST3 CBH2Srl.INP CBH2Srl.OUT
DHK ENGINEERS
03/06/01
H2S AT 2.9E-4/SEC
CO STARTING
TITLEONE ISCST3 RUN, CANNON ROAD LIFT STATION
MODELOPT DFAULT RURAL CONC
AVERTIME 1 3 24 PERIOD
POLLUTID OTHER
FLAGPOLE 3
TERRHGTS ELEV
RUNORNOT RUN
EVENTFIL EVENTEXP.INP
ERRORFI L ERRORS . OUT
CO FINISHED
SO STARTING
SO LOCATION STACK1 POINT -22.0 -55.0 9.1
** Point Source QS HS TS VS DS
** PsrsTnst&r** *
SO SRCPARAM
SO BUILDHGT
SO BUILDHGT
SO BUILDHGT
SO BUILDHGT
SO BUILDHGT
SO BUILDHGT
SO BUILDWID
SO BUILDWID
SO BUILDWID
SO BUILDWID
SO BUILDWID
SO BUILDWID
SO SRCGROUP
SO FINISHED
RE STARTING
RE DISCCART
RE DISCCART
RE DISCCART
RE DISCCART
RE DISCCART
RE DISCCART
RE DISCCART
RE DISCCART
RE DISCCART
RE DISCCART
RE DISCCART
RE DISCCART
RE DISCCART
STACK1
STACK1
STACK1
STACK1
STACK1
STACK1
STACK1
STACK1
STACK1
STACK1
STACK1
STACK1
STACK1
ALL
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48.
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123.
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9.
9.
9.
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27.
22.
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9.10
9.10
9.10
9.10
9.10
17.94
35.24
31.30
17.94
35.24
31.30
CANNON ROAD LIFT STATION
DHK ENGINEERS
ISCST3 INPUT FILE, H2S March 2001
Page 2
RE
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^ J J k J fc. J
CANNON ROAD LIFT STATION
DHK ENGINEERS
ISCST3 INPUT FILE, H2S March 2001
PageS
RE DISCCART
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-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.
-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.
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
CANNON ROAD LIFT STATION
DHK ENGINEERS
ISCST3 INPUT FILE, H2S March 2001
Page 4
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100.
200.
200.
200.
200.
200.
200.
200.
200.
200.
200.
200.
300.
300.
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CANNON ROAD LIFT STATION
DHK ENGINEERS
ISCST3 INPUT FILE, H2S March 2001
PageS
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48
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48
CANNON ROAD LIFT STATION
DHK ENGINEERS
ISCST3 INPUT FILE, H2S March 2001
Page 6
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CANNON ROAD LIFT STATION
DHK ENGINEERS
ISCST3 INPUT FILE, H2S March 2001
Page?
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CANNON ROAD LIFT STATION
DHK ENGINEERS
ISCST3 INPUT FILE, H2S March 2001
PageS
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70.14 -9.43 12.91 12.91
100.25 -15.19 12.91 12.91
167.25 20.34 12.91 12.91
227.64 52.12 12.91 12.91
245.61 71.83 12.91 12.91
263.52 76.47 12.91 12.91
335.03 62.07 12.91 12.91
437.9 120.06 12.91 12.91
497.36 154.67 12.91 12.91
150.19 -496.6 48.77 48.77
113.56 -472.91 48.77 48.77
123.26 -397.61 48.77 48.77
91.42 -353.23 48.77 48.77
103.8 -316.55 48.77 48.77
73.73 -299.49 48.77 48.77
50.18 -301.28 48.77 48.77
56.88 -272.11 48.77 48.77
74.89 -242.05 48.77 48.77
79.7 -215.7 48.77 48.77
43.04 -199.55 48.77 48.77
34.7 -164.67 48.77 48.77
52.64 -150.61 48.77 48.77
28.33 -105.32 48.77 48.77
30.31 -81.78 48.77 48.77
40.73 -65.82 48.77 48.77
51.1 -62.09 48.77 48.77
93.33 -100.86 48.77 48.77
111.22 -100.93 48.77 48.77
137.5 -122.69 48.77 48.77
161.01 -133.14 48.77 48.77
194. -123.85 48.77 48.77
199.71 -108.8 48.77 48.77
248.71 -100.52 48.77 48.77
223.37 -78.76 48.77 48.77
221.54 -64.63 48.77 48.77
192.45 -38.15 48.77 48.77
215.11 -21.28 48.77 48.77
234.9 -17.59 48.77 48.77
251.83 -23.31 48.77 48.77
271.62 -19.62 48.77 48.77
441.96 -49.47 48.77 48.77
497.6 -28.96 48.77 48.77
230.1 -43 60.35 60.35
-27.79 -496.85 36.58 36.58
-15.44 -468.65 36.58 36.58
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-32.04 -378.18 36.58 36.58
-2.83 -371.7 36.58 36.58
-45.16 -360.24 36.58 36.58
-47.91 -342.34 36.58 36.58
-28.1 -331.11 36.58 36.58
I 1 I 1 f 1 I 1 f 1
J i J t i lit!I J I l i i i J i
CANNON ROAD LIFT STATION
DHK ENGINEERS
ISCST3 INPUT FILE, H2S March 2001
Page 9
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RE DISCCART
RE DISCCART
RE DISCCART
RE DISCCART
RE DISCCART
RE DISCCART
-20.56 -331.14 36.58 36.58
-14.87 -319.86 36.58 36.58
8.91 -259.68 36.58 36.58
22.15 -243.73 36.58 36.58
-2.31 -237.04 36.58 36.58
-12.61 -222. 87 36.58 36.58
-11.61 -207.81 36.58 36.58
-23.81 -196.46 36.58 36.58
-23.71 -171.04 36.58 36.58
-26.47 -153.14 36.58 36.58
-14.19 -142.82 36.58 36.58
-32.97 -129.57 36.58 36.58
-13.1 -106.1 36.58 36.58
15.37 -48.77 36.58 36.58
23.88 -39.38 36.58 36.58
68.13 -41.44 36.58 36.58
97.23 -66.97 36.58 36.58
116.98 -71.76 36.58 36.58
136.7 -86.9 36.58 36.58
193.22 -83.35 36.58 36.58
165.09 -51.23 36.58 36.58
155.76 -27.65 36.58 36.58
198.24 -1.44 36.58 36.58
229.35 6.91 36.58 36.58
250.16 32.26 36.58 36.58
380.93 -1.2 36.58 36.58
497.87 41.66 36.58 36.58
-88.06 -497.56 30.48 30.48
-88.03 -490.03 30.48 30.48
-102.1 -473.97 30.48 30.48
-89.64 -418.45 30.48 30.48
-91.39 -383.6 30.48 30.48
-86.67 -379.85 30.48 30.48
-69.71 -378.98 30.48 30.48
-57.39 -356.42 30.48 30.48
-64.83 -332.85 30.48 30.48
-28.02 -312.28 30.48 30.48
-2.38 -256.82 30.48 30.48
-27.75 -241.65 30.48 30.48
-32.37 -217.15 30.48 30.48
-47.36 -198.26 30.48 30.48
-41.63 -176.62 30.48 30.48
-47.23 -164.36 30.48 30.48
-45.29 -149.3 30.48 30.48
-64.07 -135.1 30.48 30.48
-62.15 -126.63 30.48 30.48
-31.95 -107.91 30.48 30.48
10.7 -39.33 30.48 30.48
22.97 -29.96 30.48 30.48
69.11 -32.02 30.48 30.48
102.93 -52.87 30.48 30.48
130.2 -63.33 30.48 30.48
CANNON ROAD LIFT STATION
DHK ENGINEERS
.ISCST3 INPUT FILE, H2S March 2001
Page 10
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RE DISCCART
RE DISCCART
139.63 -59.6 30.48 30.48
159.39 -64.39 30.48 30.48
144.44 -32.31 30.48 30.48
144.5 -17.25 30.48 30.48
165.25 -9.79 30.48 30.48
199.23 10.8 30.48 30.48
225.63 19.17 30.48 30.48
251.17 49.21 30.48 30.48
366.87 15.8 30.48 30.48
445.18 53.17 30.48 30.48
499.88 75.56 30.48 30.48
-187.89 -498.12 24.38 24.38
-187.8 -476.46 24.38 24.38
-193.37 -454.78 24.38 24.38
-193.28 -430.3 24.38 24.38
-189.47 -420.89 24.38 24.38
-193.18 -404.87 24.38 24.38
-187.45 -385.12 24.38 24.38
-175.18 -377.63 24.38 24.38
-154.45 -373.94 24.38 24.38
-146.9 -371.15 24.38 24.38
-146.88 -364.56 24.38 24.38
-151.53 -349.47 24.38 24.38
-151.5 -342.88 24.38 24.38
-143.95 -337.26 24.38 24.38
-140.15 -329.74 24.38 24.38
-131.7 -334.48 24.38 24.38
-111.03 -348.68 24.38 24.38
-96.88 -342.15 24.38 24.38
-83.67 -335.61 24.38 24.38
-77.98 -323.39 24.38 24.38
-59.1 -313.1 24.38 24.38
-39.29 -303.76 24.38 24.38
-20.33 -270.87 24.38 24.38
-24.05 -257.67 24.38 24.38
-51.3 -243.44 24.38 24.38
-53.1 -220.84 24.38 24.38
-69.04 -202.88 24.38 24.38
-64.23 -176.53 24.38 24.38
-91.43 -148.18 24.38 24.38
-79.08 -121.86 24.38 24.38
-45.09 -98.44 24.38 24.38
17.37 -18.64 24.38 24.38
71.96 -24.5 24.38 24.38
94.53 -32.12 24.38 24.38
145.49 -5.01 24.38 24.38
195.49 17.4 24.38 24.38
221 38.96 24.38 24.38
249.34 63.34 24.38 24.38
339.66 41.33 24.38 24.38
454.74 91.74 24.38 24.38
497.16 102.88 24.38 24.38
i m riririiirifiri
IL.1 E ]1 ft I I I 1 II
CANNON ROAD LIFT STATION
DHK ENGINEERS
ISCST3 INPUT FILE, H2S March 2001
Page 11
RE DISCCART
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RE DISCCART
RE DISCCART
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RE DISCCART
RE DISCCART
RE DISCCART
RE DISCCART
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RE DISCCART
RE DISCCART
RE DISCCART
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RE DISCCART
RE DISCCART
RE DISCCART
RE DISCCART
RE DISCCART
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RE DISCCART
RE DISCCART
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
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 -,
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
-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
'7.3 54.86 54.86
CANNON ROAD LIFT STATION
DHK ENGINEERS
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
257
216
196
169
170
164
154
146
137
133
133
114
118
144
170
204
240
253
496
-30
255
205
184
172
183
188
205
254
497
254
145
122
148
160
224
254
-49
9
-62
-40
-99
-86
-86
-58
-79
-80
254
200
162
153
146
164
.34
.89
.23
.98
.04
.42
.99
.53
.1
.37
.43
.77
.56
.86
.3
.19
.04
.24
.2
.67
.49
.64
.08
.83
.26
.98
.96
.97
.9
.14
.94
.52
.25
.53
.36
.48
.53
.96
.78
.98
.57
.38
.14
.88
.82
.56
.08
.38
.64
.22
.68
.62
-304
-294
-279
-249
-232
-226
-229
-225
-229.
-218
-203
-158
-152
-169
-164.
-167
-152
-146
-147.
-266
-297
-282
-256
-242
-223
-206
-197
-188
-194.
-402
-377
-346
.9
.39
.24
67
.05
.38
.17
.37
67.
67
67
.06
67
67
67
67
06
.06
.06
67.
67
67
06
.06
.06
67.06
.06
.06
.06
.06
1 67.06
.73
.66
.39
.75
.8
25
.21
.28
.68
61
.12
.36
.1
.59
.42
.63
.7
.35
.12
67
67
67
67
67.
67.
67
67
67
67.
15
69
69.
69
69
69
69.
69
69
.06
.06
.06
.06
06
06
.06
.06
.06
06
.24
.49
49
.49
.49
.49
49
.49
.49
7 69.49
.83
.92
.76
-266.81
-258
-311
-313
-271
-410
-288
-253
-307
-304
-243
-254
-313
-260
-173
-179
-198
-198
-185
-172
.38
.37
.36
.7
.64
.6
.84
.29
.52
.31
.71
.02
.28
.99
.43
.12
.09
.82
.7
60
60
60
60
60
60
60
15.
35
15.
13
13
15
13
13
15
13
70
70
70
70
70
70.
.96
.96
.96
.96
.96
.96
.96
24
.66
24
.72
.72
.24
.72
.72
.24
.72
.1
.1
.1
.1
.1
1
67
67
67
67
.06
.06
.06
.06
67.06
67
67
67
67
67.
67.
67
67
67
67.
15
69
69.
69
69
69
69.
69
69
.06
.06
.06
.06
06
06
.06
.06
.06
06
.24
.49
49
.49
.49
.49
49
.49
.49
69.49
60
60
60
60
60
60
60
15.
35
15.
13
13
15
13
13
15
13
70.
70.
70.
70.
70.
70.1
.96
.96
.96
.96
.96
.96
.96
24
.66
24
.72
.72
.24
.72
.72
.24
.72
1
1
1
1
1
1SCST3 INPUT FILE, H2S March 2001
Page 12
11 ii I i f m ii n ii 11 i i ii ii ii
ft J It I I 1 t J ft ..... J ft j t j fc j fc j fckil ft J ft J
CANNON ROAD LIFT STATION
DHK ENGINEERS
ISCST3 INPUT FILE, H2S March 2001
Page 13
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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 •
-129.32
-80.63
49.03 •
-29.38
-51.13
-154.52
77.67 •
94.95 •
69.67 •
77.23 •
68.87 •
58.57 •
26.46 •
27.45 •
8.59 -:
8.62 -:
39.01 •
57.97 •
28.87
11.18 •
30.99
9.48 -
14.27
40.76
54.89
79.3 -'
90.56
115.02
161.05
172.37
-172.8 70.1 70.1
-172.89 70.1 70.1
-159.82 70.1 70.1
-159.91 70.1 70.1
-173.06 70.1 70.1
-274.35 13.72 13.72
-283.05 15.24 15.24
-390.79 21.82 21.82
-468.27 21.82 21.82
-390.99 21.82 21.82
-294.1 13.72 13.72
-408.74 21.82 21.82
-460.85 28.65 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
-451.26 21.82 21.82
278.17 13.72 13.72
54.95 35.66 35.66
419.63 28.65 28.65
443.09 28.65 28.65
-391.84 21.82 21.82
-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
-335.09 42.67
-342.55 42.67
-334.08 42.67
-267.33 42.67
-235.39 42.67
-209.85 42.67
-157.99 42.67
-148.65 42.67
-109.96 42.67
-90.2 42.67
-57.34 42.67
-55.51 42.67
-75.38 42.67
-86.72 42.67
42.67
42.67
42.67
42.67
42.67
42.67
42.67
42.67
42.67
42.67
42.67
42.67
42.67
42.67
42.67
42.67
42.67
42.67
42.67
42.67
42.67
42.67
7 42.67
CANNON ROAD LIFT STATION ISCST3 INPUT FILE, H2S March 2001
DHK ENGINEERS Page 14
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
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195
230
211
179
194
219
235
253
398
493
-57
-36
11.
19.
66.
42.
41.
-78
15.
44.
.97
.83
.15
.27
.4
.87
.9
.88
.76
.05
.83
.2
23
8
74
36
28
.4
78
94
-102.2
-98
-73
-37
-20.
-10
.56
.06
.16
26
42
42
42
42
42
42.
.67
,
67
67
67
67
67
-3.47 42.67
20
-18
13.
42.
.22
43
67
42
42.
,
42
42
42
42
42
42.
.67
.
.
.
67
67
67
67
67
42.67
42.
67
67
-472.25 28
-479
-390
-366.
-403
-376
-411
-433
-430
-440
.87
.59
14
.99
.58
.42
.56
.16
.63
28
35
35.
35
35
35
28
35
35
.
.65
65
66
66
.
.
.
.
.
.
66
66
66
65
66
66
67
42
42.
67
67
28
28
35
35.
35
35
35
28
35
35
.
.65
65
66
66
.
.
.
.
.
66
66
66
65
66
66
RE FINISHED
ME STARTING
ME INPUTFIL PTPLU.INP (412,2F9.4,F6.1,12,2F7.1)
ME ANEMHGHT 10.000 METERS
ME SURFDATA 99999 1990 SURFNAME
ME UAIRDATA 99999 1990 UAIRNAME
ME WINDCATS 1.54 3.09 5.14 8.23 10.80
ME FINISHED
00 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
00 FINISHED
*** SETUP Finishes Successfully ***
11 ri i i fiririiiiiiiri
i i i i i i i i ^ j r j • i
CANNON ROAD LIFT STATION
DHK ENGINEERS
*** ISCST3 - VERSION 99155 ***
**MODELOPTs:
CONC
ISCST3 OUTPUT FILE, H2S
*** ISCST3 RUN, CANNON ROAD LIFT STATION
***
March 2001
03/06/01
08:56:28
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 WET DEPLETION. WDPLETE - 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 (s) of:
and Calculates PERIOD Averages
1-HR 3-HR 24-HR
"This Run Includes: 1 Source(s); 1 Source Group(s); and 657 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 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 Coef. = 0.000
Emission Units = GRAMS/SEC
Output Units - MICROGRAMS/M"3
"Approximate Storage Requirements of Model - 1.3 MB of RAM.
"Input Runstream File: CBH2Srl.INP
"Output Print File: CBH2Sr!.OUT
"Detailed Error/Message File: ERRORS. OUT
"File Created for Event Model: EVENTEXP.INP
Rot. Angle - 0.0
Emission Rate Unit Factor 0.10000E+07
CANNON ROAD LIFT STATION ISCST3 OUTPUT FILE, H2S March 2001
DHK ENGINEERS
*** ISCST3 - VERSION 99155 *** *** ISCST3 RUN, CANNON ROAD LIFT STATION *** 03/06/01
*** *** 08:56:28
**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 0.29000E-03 -22.0 -55.0 9.1 7.63 298.00 14.25 0.60 YES
fill r ^ v*m rm r i r i r i r i i i ri 11 ri 11 ri
ft J ftv J k J ft J i I ft J t J I J I I ( . i lul fcui k* fc*J fc»J ftul
CANNON ROAD LIFT STATION ISCST3 OUTPUT FILE, H2S March 200 1
DHK ENGINEERS
*** ISCST3 - VERSION 99155 *** *** ISCST3 RUN, CANNON ROAD LIFT STATION *** 03/06/01
*** *** 08:56:28
**MODELOPTs: PAGE 3
CONC RURAL ELEV FLGPOL DFAULT
*** SOURCE IDs DEFINING SOURCE GROUPS ***
GROUP ID SOURCE IDs
ALL STACK1 ,
CANNON ROAD LIFT STATION
DHK ENGINEERS
*** ISCST3 - VERSION 99155 ***
**MODELOPTs:
CONC
ISCST3 OUTPUT FILE, H2S
*** ISCST3 RON, CANNON ROAD LIFT STATION
* * •*
** *
* * *
RURAL ELEV FLGPOL DFAULT
*** DIRECTION SPECIFIC BUILDING DIMENSIONS ***
March 2001
03/06/01
08:56:28
PAGE 4
SOURCE ID: STACK1
IFV BH BW WAK IFV BH BW WAK IFV BH BW WAK IFV BH BW WAK IFV BH BW WAK IFV BH1
7
13
19
25
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t J t, J k J I I I i i. J I I E 1 fc. J t J k J I J
CANNON ROAD LIFT STATION
DHK ENGINEERS
*** ISCST3 - VERSION 99155 ***
**MODELOPTs:
CONG
ISCST3 OUTPUT FILE, H2S
*** ISCST3 RUN, CANNON ROAD LIFT STATION
***
RURAL ELEV FLGPOL DFAULT
***
***
March 2001
03/06/01
08:56:28
PAGE 5
*** DISCRETE CARTESIAN RECEPTORS ***
(X-COORD, Y-COORD, ZELEV, ZFLAG)
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nonnnnnnnnnnnDnnannQQD
CANNON ROAD LIFT STATION
DHK ENGINEERS
ISCST3 OUTPUT FILE, H2S March 2001
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fi f i r^i r^i r i it fi 11 11 11 11
I J t J L J fc i I J I I t J II fc J k J fc J t J
CANNON ROAD LIFT STATION
DHK ENGINEERS
*** ISCST3 - VERSION 99155 ***
**MODELOPTs:
CONG
ISCST3 OUTPUT FILE, H2S
*** ISCST3 RUN, CANNON ROAD LIFT STATION
***
RURAL ELEV FLGPOL DFAULT
* * *
** *
March 2001
03/06/01
08:56:28
PAGE 6
*** DISCRETE CARTESIAN RECEPTORS ***
(X-COORD, Y-COORD, ZELEV, ZFLAG)
(METERS)
( -100.0,
( -100.0,
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CANNON ROAD LIFT STATION
DHK ENGINEERS
( -100.0,
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334.8,
ISCST3 OUTPUT FILE, H2S March 2001
o.o,
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i i fi 11 ii ii fi it ri
t J J ft. J k J k J II ft I I J 11 I J L J fc j ft J ft J ft i
CANNON ROAD LIFT STATION
DHK ENGINEERS
ISCST3 OUTPUT FILE, H2S
*** ISCST3 - VERSION 99155 *** *** ISCST3 RUN, CANNON ROAD LIFT STATION
* * *
**MODELOPTs:
CONG RURAL ELEV FLGPOL DFAULT
***
***
March 2001
03/06/01
08:56:28
PAGE 7
*** DISCRETE CARTESIAN RECEPTORS ***
(X-COORD, Y-COORD, ZELEV, ZFLAG)
(METERS)
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( -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,
( 107.1,
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,
-193.2,
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,
57.9,
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);
57.9);
CANNON ROAD LIFT STATION
DHK ENGINEERS
ISCST3 OUTPUT FILE, H2S March 2001
76.1,
54.7,
90.4,
-173.3,
-95.1,
-124.4,
57.9,
57.9,
57.9,
57.9);
57.9) ;
57.9);
74.3,
59.5,
106.4,
-153.5,
-90.4,
-127.3,
57.9,
57.9,
57.9,
57.9)
57.9)
57.9)
ri it ii r i ri 11 11 r i » i r i i i i i i i r i ii r i
t J k J k J k J k J I ..1 1 J k J k J k J k J k J k J k J k J k J
CANNON ROAD LIFT STATION
DHK ENGINEERS
*** ISCST3 - VERSION 99155 ***
**MODELOPTs:
CONC
ISCST3 OUTPUT FILE, H2S
*** ISCST3 RON, CANNON ROAD LIFT STATION***
RURAL ELEV FLGPOL DFAULT
**• *
* * *
March 2001
03/06/01
08:56:28
PAGE 8
*** DISCRETE CARTESIAN RECEPTORS ***
(X-COORD, Y-COORD, ZELEV, ZFLAG)
(METERS)
( 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,
( 111.2,
-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,
-100.9,
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,
48.8,
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);
48.8);
( 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,
( 137.5,
-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,
-122.7,
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,
48.8,
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) ;
48.8);
CANNON ROAD LIFT STATION
DHK ENGINEERS
ISCST3 OUTPUT FILE, H2S March 2001
161.0,
199.7,
223.4,
-133.1,
-108.8,
-78.8,
48.8,
48.8,
48.8,
48.8);
48.8);
48.8);
194.0,
248.7,
221.5,
-123.8,
-100.5,
-64.6,
48.8,
48.8,
48.8,
48.8);
48.8) ;
48.8);
r i 11 r i II 11 11 f i i i 11 11 11 11 11 i i 11 11
ft. J ft.,4 ft. J ft J ft J t J I I I I LJ I I ft J k J ft, J ft J ft J ft 4
CANNON ROAD LIFT STATION
DHK ENGINEERS
*** ISCST3 - VERSION 99155 ***
ISCST3 OUTPUT FILE, H2S
**MODELOPTs:
CONG
*** ISCST3 RUN, CANNON ROAD LIFT STATION
* * *
RURAL ELEV FLGPOL DFAULT
**** *•*•
March 2001
03/06/01
08:56:28
PAGE 9
*** DISCRETE CARTESIAN RECEPTORS ***
(X-COORD, Y-COORD, ZELEV, ZFLAG)
(METERS)
( 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,
( -193.4,
-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,
-454.8,
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,
24.4,
48.8);
46.8);
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);
24.4) ;
( 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,
( -193.3,
-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,
-430.3,
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,
24.4,
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) ;
24.4) ;
CANNON ROAD LIFT STATION
DHK ENGINEERS
ISCST3 OUTPUT FILE, H2S March 2001
( -189.5,
( -187.4,
( -154.4,
-420.9,
-385.1,
-373.9,
24.4,
24.4,
24.4,
24.4)
24.4)
24.4)
-193.2,
-175.2,
-146.9,
-404.9,
-377.6,
-371.1,
24.4,
24.4,
24.4,
24.4),
24.4),
24.4);
i i r i i i t i i i i i i i r i r i
I ] I 1 Kill mm L J fe J fc J
CANNON ROAD LIFT STATION
DHK ENGINEERS
*** ISCST3 - VERSION 99155 ***
**MODELOPTs:
CONG
ISCST3 OUTPUT FILE, H2S
*** ISCST3 RUN, CANNON ROAD LIFT STATION
***
RURAL ELEV FLGPOL DFAULT
***
* **
March 2001
03/06/01
08:56:28
PAGE 10
*** DISCRETE CARTESIAN RECEPTORS ***
(X-COORD, Y-COORD, ZELEV, ZFLAG)
(METERS)
( -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,
( 500.0,
-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,
-57.3,
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,
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) ;
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);
54.9) ;
( -151
( -143
( -131
( -96
( -78
( -39
( -24
( -53
( -64
-79
17
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
.5,
.9,
.7,
.9,
.0,
.3,
.0,
.1,
.2,
.1,
.4,
.5,
.5,
.3,
.7,
.3,
.1,
.0,
.3,
.5,
.6,
.0,
• 7,
.4,
.8,
.9,
.3,
.8,
.2,
.3,
.4,
.6,
.2,
.1,
.8,
.3,
.4,
.0,
.7,
.7,
.5,
-3,
-349
-337
-334
-342
-323
-303
-257
-220
-176
-121
-18
-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
.5,
.3,
.5,
.1,
.4,
.8,
.7,
.8,
.5,
.9,
.6,
.1,
.4,
.3,
.7,
.9,
.0,
.8,
.5,
.8,
.1,
.5,
.5,
.2,
.9,
.8,
.0,
.1,
.0,
• 7,
.8,
.1,
.6,
• 7,
.6,
.0,
.9,
• If
.9,
.2,
.0,
.9,
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
30
30
30
30
30
57
57
57
54
54
54
54
54
54
54
54
54
54
54
54
54
54
54
54
54
54
67
.4,
-4,
.4,
.4,
.4,
.4,
.4,
.4,
.4,
.4,
.4,
.4,
.4,
.4,
-4,
.5,
.5,
.5,
.5,
.5,
.9,
.9,
.9,
.9,
.9,
.9,
.9,
• 9,
.9,
.9,
.9,
.9,
.9,
.9,
.9,
.9,
.9,
.9,
.9,
.9,
.9,
.1,
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
30
30
30
30
30
57
57
57
54
54
54
54
54
54
54
54
54
54
54
54
54
54
54
54
54
54
67
.4);
.4);
.4);
.4);
.4);
.4);
.4);
.4);
.4);
.4);
.4);
.4);
.4);
.4);
.4);
.5);
.5);
.5);
.5);
.5);
.9);
.9);
.9);
.9);
.9);
.9);
.9);
.9);
.9);
.9);
.9);
.9);
.9);
.9);
.9);
.9);
.9);
.9);
.9);
.9);
.9);
.1);
CANNON ROAD LIFT STATION
DHK ENGINEERS
ISCST3 OUTPUT FILE, H2S March 2001
216.9,
170.0,
164.4,
-294.4,
-249.0,
-226.4,
67.1,
67.1,
67.1,
67.1)i
67.1);
67.1);
196.2,
170.0,
155.0,
-279.2,
-232.1,
-229.2,
67.1,
67.1,
67.1,
67.1);
67.1);
67.1);
ii ii ii ii ii ii ii r i r i ii 11 ii iiii it 11 ii 11
ft J mm ft J fc. J ft. J ft J ft J ft J ft J till ft J ft J fc,J ft, J ft^ J ft J ft. J ft J
CANNON ROAD LIFT STATION
DHK ENGINEERS
ISCST3 OUTPUT FILE, H2S
*** ISCST3 - VERSION 99155 *** *** ISCST3 RUN, CANNON ROAD LIFT STATION
**MODELOPTs:
CONG RURAL ELEV . FLGPOL DFAULT
***
***
March 2001
03/06/01
08:56:28
PAGE 11
*** DISCRETE CARTESIAN RECEPTORS ***
(X-COORD, Y-COORD, ZELEV, ZFLAG)
(METERS)
( 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,
( 8.6,
-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,
-334.1,
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,
42.7,
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);
42.7);
( 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,
( 39.0,
-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,
-267.3,
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,
42.7,
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);
42.7) ;
CANNON ROAD LIFT STATION
DHK ENGINEERS
ISCST3 OUTPUT FILE, H2S March 2001
58.0,
11.2,
9.5,
-235.4,
-158.0,
-110.0,
42.7,
42.7,
42.7,
42.7);
42.7)j
42.7)i
28.9,
31.0,
14.3,
-209.9,
-148.6,
-90.2,
42.7,
42.7,
42.7,
42.7)i
42.7),
42.7);
II II I 1 I 1i i ii ii ii i i ii r i r~i 1111 11 ii 11 11 ri
II t I L J
CANNON ROAD LIFT STATION
DHK ENGINEERS
*** ISCST3 - VERSION 99155 ***
**MODELOPTs:
CONG
ISCST3 OUTPUT FILE, H2S
*** ISCST3 RUN, CANNON ROAD LIFT STATION
***
RURAL ELEV FLGPOL DFAULT
***
** *
March 2001
03/06/01
08:56:28
PAGE 12
*** DISCRETE CARTESIAN RECEPTORS ***
(X-COORD, Y-COORD, ZELEV, EFLAG)
(METERS)
( 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,
-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,
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);
28.6);
35.7);
35.7);
28.6);
35.7);
( 54.9,
( 90.6,
( 161.1,
( 196.0,
( 211.1,
( 194.4,
( 235.9,
( 398.8,
( -57.8,
( 11.2,
( 66.7,
( 41.3,
( 15.8,
-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,
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) ;
28.6);
35.7);
35.7);
35.7);
35.7);
CANNON ROAD LIFT STATION
DHK ENGINEERS
*** ISCST3 - VERSION 99155 ***
ISCST3 OUTPUT FILE, H2S
***
* **ISCST3 RUN, CANNON ROAD LIFT STATION ***
* **
**MODELOPTs:
CONC
March 2001
03/06/01
08:56:28
PAGE 13
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
ID
STACK1
STACK1
STACK1
STACK1
STACK1
STACK1
STACK1
STACK1
STACK1
STACK1
STACK1
STACK1
- - RECEPTOR LOCATION - -
XR (METERS) YR (METERS)
-27.5
-28.0
-27.5
-2.5
-30.0
-27.5
-30.0
-27.5
-2.5
0.0
-33.6
-27.2
-77.0
-55.0
-52.0
-52.0
-49.5
-52.0
-49.5
-77.0
-52.0
-50.0
-56.2
-61.0
DISTANCE
(METERS)
22.68
6.00
6.26
19.73
9.71
6.26
9.71
22.68
19.73
22.56
11.68
7.94
ii r i i i r i i i i i
ft J t J L J t. J J ft ...... J I. I I I lui fc J IL J k J k J I J
CANNON ROAD LIFT STATION
DHK ENGINEERS
ISCST3 OUTPUT FILE, H2S
*** ISCST3 - VERSION 99155 *** *** ISCST3 RUN, CANNON ROAD LIFT STATION
**MODELOPTs:
CONC RURAL ELEV FLGPOL DFAULT
***
***
March 2001
03/06/01
08:56:28
PAGE 14
*** METEOROLOGICAL DAYS SELECTED FOR PROCESSING ***
(1=YES; 0=NO)
111
111
111
111
111
111
111
1
1
1
11
1
1 1
1 1
11 1 111 1
1111111111 1111111111
111111
111111 1111 1 1 1 111 1111
1 1 1 1
1111
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
2
70000E-01
70000E-01
10000E+00
15000E+00
35000E+00
55000E-I-00
SPEED CATEGORY
3
.70000E-01
.70000E-01
.10000E+00
.15000E+00
.35000E+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
CATEGORY
A
B
C
D
E
WIND SPEED CATEGORY
1
.OOOOOE+00
.OOOOOE+00
.OOOOOE+00
.OOOOOE+00
.20000E-01
2
.OOOOOE+00
.OOOOOE+00
.OOOOOE+00
.OOOOOE+00
.20000E-01
3
.OOOOOE+00
.OOOOOE+00
.OOOOOE+00
.OOOOOE+00
.20000E-01
4
.OOOOOE+00
.OOOOOE+00
.OOOOOE+00
.OOOOOE+00
.20000E-01
5
.OOOOOE+00
.OOOOOE+00
.OOOOOE+00
.OOOOOE+00
.20000E-01
6
.OOOOOE+00
.OOOOOE+00
.OOOOOE+00
.OOOOOE+00
.20000E-01
CANNON ROAD LIFT STATION ISCST3 OUTPUT FILE, H2S March 2001
DHK ENGINEERS
F .35000E-01 .35000E-01 .35000E-01 .35000E-01 .35000E-01 .35000E-01
ii ii ii ri ri 11 11 11 ii 11 r i r i r i i i i i r i i i § i i i
L J I. J I J , t ,fcjj
CANNON ROAD LIFT STATION
DHK ENGINEERS
ISCST3 OUTPUT FILE, H2S
*** ISCST3 - VERSION 99155 *** *** ISCST3 RUN, CANNON ROAD LIFT STATION
* * *
**MODELOPTs:
CONG RURAL ELEV FLGPOL DFAULT
***
***
March 2001
03/06/01
08:56:28
PAGE 15
THE FIRST 24 HOURS OF METEOROLOGICAL DATA ***
FILE: PTPLU.INP
FORMAT: (4I2,2F9.4,F6.1,I2,2F7.1)
SURFACE STATION NO.: 99999
NAME: SURFNAME
YEAR: 1990
UPPER AIR STATION NO.: 99999
NAME: UAIRNAME
YEAR: 1990
FLOW
YR MN DY HR VECTOR
90 01 01 01
90 01 01 02
90 01 01 03
90 01 01 04
90 01 01 05
90 01 01 06
90 01 01 07
90 01 01 08
90 01 01 09
90 01 01 10
90 01 01 11
90 01 01 12
90 01 01 13
90 01 01 14
90 01 01 15
90 01 01 16
90 01 01 17
90 01 01 18
90 01 01 19
90 01 01 20
90 01 01 21
90 01 01 22
90 01 01 23
90 01 01 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)
0.50
0.80
1.00
1.50
2.00
2.50
3.00
0.50
0.80
1.00
1.50
2.00
2.50
3.00
4.00
5.00
2.00
2.50
3.00
4.00
5.00
7.00
10.00
12.00
TEMP STAB
(K) CLASS
305.0
305.0
305.0
305.0
305.0
305.0
305.0
305.0
305.0
305.0
305.0
305.0
305.0
305.0
305.0
305.0
305.0
305.0
305.0
305.0
305.0
305.0
305.0
305.0
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
1500.0
1500.0
1500.0
1500.0
1500.0
1500.0
1500.0
1500.0
1500.0
1500.0
1500.0
1500.0
1500.0
1500.0
1500.0
1500.0
1500.0
1500.0
1500.0
1500.0
1500.0
1500.0
1500.0
1500.0
1500.0
1500.0
1500.0
1500.0
1500.0
1500.0
1500.0
1500.0
1500.0
1500.0
1500.0
1500.0
1500.0
1500.0
1500.0
1500.0
1500.0
1500.0
1500.0
1500.0
1500.0
1500.0
1500.0
1500.0
USTAR M-0 LENGTH
(M/S) (M)
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
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
Z-0 IPCODE PRATE
(M) (mm/HR)
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
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.
CANNON ROAD LIFT STATION
DHK ENGINEERS
ISCST3 OUTPUT FILE, H2S
*** ISCST3 - VERSION 99155 *** *** ISCST3 RUN, CANNON ROAD LIFT STATION
* **
**MODELOPTs:
CONC RURAL ELEV FLGPOL DFAULT
***
***
March 2001
03/06/01
08:56:28
PAGE 25
*** THE 1ST HIGHEST 1-HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: ALL
INCLUDING SOURCE(S): STACK1 ,
*** 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)
-27.50
-77.50
-27.50
-30.00
-28.00
78.00
153.00
98.00
68.10
30.40
141.00
-77.50
-30.00
-27.50
127.00
218.90
-332.30
-203.80
151.10
21.90
-39.00
-500.00
-500.00
-500.00
-500.00
-500.00
-400.00
-400.00
-400.00
-400.00
-400.00
-400.00
-300.00
-300.00
-300.00
-300.00
-300.00
-200.00
-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
400.00
-500.00
0.00000
0.83337
0.00000
0.00000
0.41092
0.66160
0.07579
0.06315
0.13444
0.09527
0.01847
0.59439
0.00000
0.00000
0.01751
0.01445
0.08234
0.04985
0.01852
0.02889
0.13821
0.00833
0.01457
0.01448
0.01288
0.03121
0.01543
0.01114
0.01930
0.04924
0.03184
0.00551
0.01675
0.02550
0.01697
0.03283
0.01011
0.04408
(00000000)
(90012616)
(00000000)
(00000000)
(90020217)
(90010821)
(90010805)
(90010517)
(90010606)
(90010517)
(90011302)
(90012617)
(00000000)
(00000000)
(90011502)
(90011102)
(90013002)
(90020102)
(90011302)
(90011802)
(90011802)
(90012108)
(90012308)
(90012508)
(90012708)
(90013022)
(90012206)
(90012308)
(90012508)
(90012823)
(90013017)
(90012908)
(90012108)
(90012308)
(90012502)
(90013007)
(90013108)
(90012023)
-28.00
-52.50
-2.50
-28.00
48.00
123.00
128.00
48.90
112.00
-52.50
-27.50
-27.50
-27.50
-2.50
-476.30
-60.00
-284.70
-135.00
181.80
-64.00
-500.00
-500.00
-500.00
-500.00
-500.00
-500.00
-400.00
-400.00
-400.00
-400.00
-400.00
-300.00
-300.00
-300.00
-300.00
-300.00
-300.00
-200.00
-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
500.00
-400.00
0.00000
1.36827
0.00000
0.79579
0.34070
0.07411
0.16097
0.10354
0.20916
0.69188
0.00000
0.32453
0.39671
0.00000
0.01616
0.04843
0.02710
0.08095
0.01412
0.04632
0.02584
0.01669
0.01567
0.01807
0.00885
0.01413
0.02666
0.03822
0.01710
0.01027
0.01263
0.00979
0.02739
0.02009
0.02296
0.01547
0.01680
0.02129
(00000000) DQ
(90012606)
(00000000)
(90013112)
(90010606)
(90010717)
(90010805)
(90010517)
(90010621)
(90012607)
(00000000)
(90020307)
(90020213)
(00000000)
(90012708)
(90011802)
(90020102)
(90012002)
(90011302)
(90011908)
(90012216)
(90012406)
(90012508)
(90012806)
(90012908)
(90013005)
(90012206)
(90012423)
(90012508)
(90012908)
(90013006)
(90011908)
(90012207)
(90012508)
(90012708)
(90012908)
(90020106)
(90011908)
1 «11 11 ii f i r i ii r i i i i i i f i fi r i
I 1 ftv J i I ft J ft J ft J ft J ft 1
CANNON ROAD LIFT STATION
DHK ENGINEERS
-200.00
-200.00
-300.00
-100.00
ISCST3 OUTPUT FILE, H2S
0.01969 (90012108)
0.02926 (90012302)
-200.00
-200.00
-200.00
0.00
March 2001
0.02822
0.03210
(90012111)
(90012702)
CANNON ROAD LIFT STATION
DHK ENGINEERS
ISCST3 OUTPUT FILE, H2S
*** ISCST3 - VERSION 99155 *** *** ISCST3 RUN, CANNON ROAD LIFT STATION
* **
* * *
***
**MODELOPTs:
CONG
March 2001
03/06/01
08:56:28
PAGE 26
RURAL ELEV FLGPOL DFAULT
*** THE 1ST HIGHEST 1-HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: ALL
INCLUDING SOURCE(S): STACK1 ,
*** 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)
-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
500.00
500.00
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
-400.00
-200.00
0.03304
0.02334
0.01518
0.01612
0.03267
0.02955
0.02683
0.01164
0.02790
0.02878
0.02008
0.03146
0.02844
0.02759
0.03074
0.03221
0.05701
0.03395
0.01393
0.02074
0.03350
0.02249
0.01922
0.01362
0.03970
0.03227
0.03818
0.01744
0.01788
0.00865
0.03135
0.01306
0.01779
0.03046
0.01503
0.00710
0.00610
0.01170
(90012918)
(90020107)
(90020106)
(90011908)
(90011904)
(90012906)
(90013108)
(90020208)
(90011806)
(90011717)
(90011620)
(90010104)
(90010207)
(90010217)
(90011607)
(90011302)
(90010901)
(90010408)
(90010308)
(90011606)
(90011407)
(90011102)
(90010502)
(90010308)
(90010423)
(90011417)
(90011218)
(90010908)
(90010508)
(90010508)
(90011423)
(90011108)
(90010908)
(90010817)
(90010606)
(90010508)
(90011108)
(90011108)
-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
500.00
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
-300.00
-100.00
0.01740
0.03981
0.01174
0.02937
0.03166
0.03447
0.01512
0.01016
0.02831
0.03187
0.05812
0.02912
0.02788
0.01471
0.03122
0.04812
0.02999
0.02758
0.00802
0.01293
0.01920
0.02508
0.02685
0.02289
0.00945
0.01675
0.02050
0.03022
0.02703
0.00834
0.01263
0.02451
0.01611
0.01176
0.02620
0.01366
0.02439
0.01569
(90012908)
(90020123)
(90011708)
(90011917)
(90012306)
(90013119)
(90013108)
(90020208)
(90011807)
(90011704)
(90010501)
(90010117)
(90010206)
(90011508)
(90011517)
(90011301)
(90010502)
(90010407)
(90010308)
(90011508)
(90011102)
(90010702)
(90010607)
(90010406)
(90011308)
(90011308)
(90010908)
(90010807)
(90010606)
(90010308)
(90011308)
(90011206)
(90010908)
(90010708)
(90010617)
(90011405)
(90011217)
(90011006)
ii ii II ri t i i i i • i • r i i i ri i i t i i i i i i i i i i i
fc J L J i. J ft J E ] t J ^ J t J fc J fc. J L J |t j fc, j fc j ^ j ^ j
CANNON ROAD LIFT STATION ISCST3 OUTPUT FILE, H2S March 2001
DHK ENGINEERS
500.00 0.00 0.01317 (90010908) 500.00 100.00 0.01247 (90010708)
500.00 200.00 0.02039 (90010806) 500.00 300.00 0.00614 (90010508)
CANNON ROAD LIFT STATION
DHK ENGINEERS
ISCST3 OUTPUT FILE, H2S
*** ISCST3 - VERSION 99155 *** *** ISCST3 RUN, CANNON ROAD LIFT STATION
***
***
***
**MODELOPTs:
CONG
March 2001
03/06/01
08:56:28
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 IN MICROGRAMS/M**3
X-COORD (M) Y-COORD (M)CONC (YYMMDDHH)X-COORD (M) Y-COORD (M)CONC (YYMMDDHH)
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
35.00
83.84
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
234.81
189.87
0.01601
0.01184
0.02185
0.02862
0.02990
0.02885
0.02992
0.03297
0.03435
0.02125
0.04685
0.02262
0.05159
0.06039
0.04084
0.02671
0.02798
0.02670
0.03018
0.12439
0.15049
0.10298
0.02541
0.02883
0.03206
0.04897
0.03358
0.01350
0.04164
0.01460
0.05004
0.01521
0.01528
0.02006
0.05374
0.12923
0.02020
0.14795
(90010605)
(90011907)
(90013107)
(90020204)
(90010305)
(90010907)
(90010504)
(90012904)
(90010504)
(90013002)
(90013002)
(90013002)
(90013002)
(90013002)
(90013002)
(90013002)
(90020102)
(90020102)
(90020102)
(90012002)
(90012002)
(90012002)
(90010202)
(90020102)
(90010202)
(90020302)
(90012616)
(90012508)
(90012816)
(90012908)
(90013017)
(90013108)
(90012908)
(90012908)
(90020117)
(90010222)
(90010108)
(90010422)
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
64.69
94.45
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
198.46
177.04
0.02543
0.00321
0.03404
0.00000
0.02835
0.03160
0.04131
0.03170
0.04811
0.03762
0.02138
0.02383
0.03423
0.05892
0.02658
0.02564
0.02817
0.05418
0.09365
0.14934
0.12351
0.02428
0.02761
0.03095
0.02998
0.05291
0.01551
0.09514
0.02057
0.11297
0.01462
0.01567
0.01910
0.02389
0.05708
0.03676
0.05847
0.05293
(90010622)
(90012523)
(90013105)
(00000000)
(90011106)
(90010506)
(90010419)
(90012620)
(90011101)
(90013002)
(90013002)
(90013002)
(90013002)
(90013002)
(90013002)
(90020102)
(90020102)
(90020102)
(90012002)
(90012002)
(90012002)
(90010202)
(90020102)
(90020102)
(90020302)
(90020302)
(90012508)
(90012822)
(90012708)
(90013022)
(90012908)
(90013108)
(90012908)
(90013108)
(90020317)
(90010206)
(90010417)
(90010407)
I 1 II II f I I 1 II II r i ii 11 11 11 ii ii 11
t J 1 J i^J k J I I t J k J t J L J t J t J t J L J fc j t j ^ j
CANNON ROAD LIFT STATION ISCST3 OUTPUT FILE, H2S March 2001
DHK ENGINEERS
38.90 141.02 0.05176 (90010407) 36.71 126.11 0.06620 (90010407)
53.68 104.73 0.10826 (90010417) 36.57 89.88 0.24765 (90010423)
CANNON ROAD LIFT STATION
DHK ENGINEERS
ISCST3 OUTPUT FILE, H2S
*** ISCST3 - VERSION 99155 *** *** ISCST3 RUN, CANNON ROAD LIFT STATION
* * *
***
***
**MODELOPTs:
CONG
March 2001
03/06/01
08:56:28
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 ***
CONC OF OTHER IN MICROGRAMS/M**3
X-COORD (M) Y-COORD (M)CONC (YYMMDDHH)X-COORD (M) Y-COORD (M)CONC (YYMMDDHH)
-23.23
-132.41
-226.78
-276.20
-254.12
-253.52
-296.06
-342.32
138.39
142.60
117.19
105.99
76.10
54.74
90.41
135.53
208.09
214.74
265.68
250.78
433.33
498.36
-281.11
-254.70
-241.56
-288.55
-245.18
-240.18
-229.61
-204.36
-200.47
-188.12
-152.34
-133.48
-118.36
-104.17
-108.68
-79.51
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
-227.21
-232.98
0.32943
0.06682
0.03883
0.07220
0.02764
0.01411
0.00954
0.01013
0.01676
0.02152
0.02188
0.02206
0.01739
0.00352
0.01359
0.02046
0.02199
0.02196
0.02068
0.02136
0.01322
0.01186
0.02984
0.03205
0.04752
0.01141
0.02069
0.01509
0.02587
0.02461
0.02321
0.02474
0.07808
0.21991
0.26793
0.18735
0.15077
0.14638
(90020323)
(90012518)
(90012117)
(90012222)
(90012206)
(90011908)
(90011908)
(90012108)
(90011502)
(90011302)
(90011302)
(90011302)
(90011302)
(90011102)
(90011102)
(90011102)
(90011102)
(90011102)
(90010902)
(90010902)
(90010908)
(90010908)
(90012002)
(90012002)
(90012002)
(90011908)
(90012002)
(90011908)
(90012108)
(90011908)
(90011908)
(90011908)
(90012005)
(90012021)
(90012021)
(90012021)
(90012005)
(90012005)
-66.03
-188.10
-250.52
-274.84
-251.39
-258.32
-329.11
252.22
114.99
120.93
104.95
107.10
74.29
59.47
106.41
196.73
219.40
249.61
248.83
265.85
489.86
-53.41
-268.83
-244.34
-314.08
-266.86
-239.44
-241.86
-228.76
-177.01
-201.35
-176.81
-138.22
-124.99
-116.45
-111.54
-100.21
-92.57
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
-227.25
-199.97
0.06421
0.05986
0.07975
0.05022
0.01982
0.01446
0.00996
0.01336
0.01924
0.02177
0.02199
0.02097
0.01471
0.00391
0.01640
0.02205
0.02183
0.02121
0.02141
0.02080
0.01204
0.04443
0.03122
0.03876
0.00912
0.01444
0.01843
0.03146
0.01917
0.06018
0.02075
0.02977
0.19205
0.26346
0.28517
0.15226
0.28131
0.23645
(90013105)
(90012407)
(90012222)
(90012217)
(90012108)
(90011908)
(90012108)
(90011308)
(90011502)
(90011302)
(90011502)
(90011302)
(90011302)
(90011102)
(90011102)
(90011102)
(90011102)
(90011102)
(90010902)
(90010902)
(90010908)
(90011708)
(90012002)
(90012002)
(90011908)
(90011908)
(90011908)
(90012205)
(90012108)
(90012005)
(90011908)
(90011908)
(90012021)
(90012021)
(90012021)
(90012005)
(90012021)
(90012005)
ii i i ii ii 11 it I 1 I 1
|LJ 11 1..J
CANNON ROAD LIFT STATION ISCST3 OUTPUT FILE, H2S March 2001
DHK ENGINEERS
-120.64 -153.71 0.58453 (90012221) -96.97 -119.90 0.46238 (90012205)
-62.96 -91.78 1.14080 (90012205) -33.62 -56.16 0.00000 (00000000)
CANNON ROAD LIFT STATION
DHK ENGINEERS
*** ISCST3 - VERSION 99155 ***
ISCST3 OUTPUT FILE, H2S
*** ISCST3 RON, CANNON ROAD LIFT STATION
***
***
***
**MODELOPTs:
CONC
March 2001
03/06/01
08:56:28
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 ***
** CONC OF OTHER IN MICROGRAMS/M**3
X-COORD (M) Y-COORD (M)CONC (YYMMDDHH)X-COORD (M) Y-COORD (M)CONC (YYMMDDHH)
-27.16
7.42
43.25
100.25
227.64
263.52
437.90
150.19
123.26
103.80
50.18
74.89
43.04
52.64
30.31
51.10
111.22
161.01
199.71
223.37
192.45
234.90
271.62
497.60
-27.79
-6.74
-32.04
-45.16
-28.10
-14.87
22.15
-12.61
-23.81
-26.47
-32.97
15.37
68.13
116.98
-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
-41.44
-71.76
0.00000
0.68121
0.15562
0.28581
0.24850
0.12793
0.09274
0.01544
0.01930
0.02532
0.02827
0.03177
0.03331
0.02966
0.00721
0.01309
0.03241
0.03243
0.03056
0.02911
0.03148
0.02802
0.02482
0.01383
0.05824
0.06197
0.07232
0.04922
0.08226
0.08164
0.05412
0.06290
0.07437
0.10608
0.12703
0.07578
0.11254
0.07507
(00000000)
(90010605)
(90010511)
(90010805)
(90010821)
(90010821)
(90010821)
(90011508)
(90011508)
(90011502)
(90011502)
(90011502)
(90011502)
(90011302)
(90011102)
(90010902)
(90011102)
(90011102)
(90011102)
(90010902)
(90010902)
(90010902)
(90010902)
(90010908)
(90011802)
(90011802)
(90011802)
(90011802)
(90011802)
(90011802)
(90011508)
(90011708)
(90011708)
(90011702)
(90011702)
(90010902)
(90010902)
(90010908)
1.91
17.57
70.14
167.25
245.61
335.03
497.36
113.56
91.42
73.73
56.88
79.70
34.70
28.33
40.73
93.33
137.50
194.00
248.71
221.54
215.11
251.83
441.96
230.10
-15.44
-343.00
-2.83
-47.91
-20.56
8.91
-2.31
-11.61
-23.71
-14.19
-13.10
23.88
97.23
136.70
-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
-66.97
-86.90
2.58423
1.21829
0.46202
0.35029
0.09753
0.05074
0.10725
0.01673
0.02270
0.02777
0.03035
0.03285
0.03009
0.01212
0.00904
0.03021
0.03335
0.03067
0.02673
0.02934
0.02968
0.02663
0.01581
0.02016
0.06199
0.05089
0.05772
0.04149
0.08562
0.05038
0.05753
0.06905
0.09119
0.11530
0.14468
0.13825
0.08830
0.06538
(90010605)
(90010605)
(90010805)
(90010821)
(90010821)
(90010805)
(90010821)
(90011508)
(90011502)
(90011502)
(90011502)
(90011502)
(90011502)
(90011302)
(90010902)
(90011102)
(90011102)
(90011102)
(90010902)
(90010902)
(90010902)
(90010902)
(90010908)
(90010902)
(90011802)
(90012202)
(90011802)
(90011802)
(90011802)
(90011708)
(90011708)
(90011708)
(90011702)
(90011702)
(90011702)
(90010702)
(90010902)
(90011108)
ii ii ii r i i i t i i i t i i i i i it i i i i
t j t i • i t j t J t J t j ft i kJ 11 t i LJ ILJ LJ tj t j
CANNON ROAD LIFT STATION ISCST3 OUTPUT FILE, H2S March 2001
DHK ENGINEERS
193.22 -83.35 0.04782 (90010908) 165.09 -51.23 0.07502 (90011002)
155.76 -27.65 0.05863 (90010908) 198.24 -1.44 0.04560 (90010708)
CANNON ROAD LIFT STATION
DHK ENGINEERS
ISCST3 OUTPUT FILE, H2S
*** ISCST3 - VERSION 99155 *** *** ISCST3 RUN, CANNON ROAD LIFT STATION
***
**MODELOPTS:
CONG RURAL ELEV FLGPOL DFAULT
*•* *
***
March 2001
03/06/01
08:56:28
PAGE 30
*** THE 1ST HIGHEST 1-HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: ALL
INCLUDING SOURCE(S): STACK1 ,
*** 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)
229.35
380.93
-88.06
-102.10
-91.39
-69.71
-64.83
-2.38
-32.37
-41.63
-45.29
-62.15
10.70
69.11
130.20
159.39
144.50
199.23
251.17
445.18
-187.89
-193.37
-189.47
-187.45
-154.45
-146.88
-151.50
-140.15
-111.03
-83.67
-59.10
-20.33
-51.30
-69.04
-91.43
-45.09
71.96
145.49
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
-24.50
-5.01
0.03939
0.02599
0.03337
0.03580
0.05070
0.05256
0.06523
0.10076
0.18283
0.17991
0.23145
0.27509
0.44429
0.23955
0.20664
0.18863
0.12434
0.08530
0.12851
0.03016
0.07008
0.08826
0.08983
0.07330
0.13085
0.13753
0.14068
0.16430
0.06820
0.07431
0.08673
0.29363
0.13998
0.29555
0.27762
1.45390
0.69421
0.18192
(90010708)
(90011002)
(90011802)
(90011802)
(90012002)
(90011802)
(90011802)
(90011802)
(90011802)
(90011802)
(90012002)
(90012002)
(90010702)
(90010802)
(90011002)
(90011002)
(90010802)
(90010802)
(90010802)
(90010802)
(90012002)
(90012002)
(90012002)
(90012002)
(90012002)
(90012002)
(90012002)
(90012002)
(90012002)
(90012002)
(90011802)
(90011802)
(90011802)
(90012002)
(90012202)
(90012002)
(90010802)
(90010802)
250.16
497.87
-88.03
-89.64
-86.67
-57.39
-28.02
-27.75
-47.36
-47.23
-64.07
-31.95
22.97
102.93
139.63
144.44
165.25
225.63
366.87
499.88
-187.80
-193.28
-193.18
-175.18
-146.90
-151.53
-143.95
-131.70
-96.88
-77.98
-39.29
-24.05
-53.10
-64.23
-79.08
17.37
94.53
195.49
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
-32.12
17.40
0.04672
0.01988
0.03421
0.04413
0.05172
0.05854
0.15527
0.21203
0.14965
0.19885
0.24909
0.42063
0.43992
0.26556
0.23810
0.12675
0.10742
0.07327
0.04003
0.02555
0.08146
0.08684
0.07514
0.09830
0.13119
0.14149
0.15606
0.16082
0.07054
0.08009
0.15252
0.32647
0.16720
0.55041
0.84046
2.35992
0.26990
0.17357
(90010802)
(90011002)
(90011802)
(90011802)
(90012002)
(90011802)
(90011802)
(90011802)
(90011802)
(90012002)
(90012002)
(90011802)
(90010802)
(90011002)
(90011002)
(90011002)
(90010802)
(90010802)
(90011002)
(90010802)
(90012002)
(90012002)
(90012002)
(90012002)
(90012002)
(90012002)
(90012002)
(90012002)
(90012002)
(90012002)
(90011802)
(90011802)
(90011802)
(90012002)
(90012202)
(90010602)
(90011002)
(90010802)
r * r i r i r i t i i i t r i
ft J tj fc J tJ ft J l*J ft i ft J ft J II i J kJ ft.J ft i 11 I.I
CANNON ROAD LIFT STATION ISCST3 OUTPUT FILE, H2S March 2001
DHK ENGINEERS
221.00 38.96 0.20257 (90010802) 249.34 63.34 0.16491 (90010802)
339.66 41.33 0.04881 (90010802) 454.74 91.74 0.03114 (90010802)
CANNON ROAD LIFT STATION
DHK ENGINEERS
ISCST3 OUTPUT FILE, H2S
*** ISCST3 - VERSION 99155 *** *** ISCST3 RUN, CANNON ROAD LIFT STATION
** *
** *
***
**MODELOPTs:
CONG
March 2001
03/06/01
08:56:28
PAGE 31
RURAL ELEV FLGPOL DFADLT
*** THE 1ST HIGHEST 1-HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: ALL
INCLUDING SOURCE(S): STACK1 ,
*** 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)
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
-30.67
205.64
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
-266.12
-282.10
0.02743
0.02485
0.02872
0.02711
0.02458
0.02188
0.02198
0.02160
0.01419
0.02025
0.02334
0.02408
0.02488
0.02147
0.01864
0.00378
0.01811
0.02448
0.02455
0.02445
0.02295
0.02351
0.02445
0.02475
0.02365
0.01883
0.01248
0.01551
0.01630
0.01591
0.01550
0.01491
0.01024
0.01337
0.01589
0.01634
0.18076
0.01511
(90010802)
(90010202)
(90010202)
(90010402)
(90010402)
(90010902)
(90010902)
(90010902)
(90011308)
(90011502)
(90011302)
(90011502)
(90011502)
(90011302)
(90011302)
(90011102)
(90011102)
(90011102)
(90011102)
(90011102)
(90010902)
(90010902)
(90010902)
(90010902)
(90010902)
(90010902)
(90010908)
(90011302)
(90011302)
(90011302)
(90011302)
(90011302)
(90011302)
(90011302)
(90011102)
(90011102)
(90011805)
(90011302)
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
255.49
184.08
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
-297.36
-256.59
0.02428
0.02757
0.02837
0.02558
0.02360
0.02198
0.02181
0.02176
0.01704
0.02201
0.02384
0.02436
0.02434
0.01868
0.00370
0.00683
0.01983
0.02474
0.02440
0.02438
0.02275
0.02369
0.02455
0.02430
0.02306
0.01383
0.01423
0.01611
0.01612
0.01576
0.01536
0.01429
0.01021
0.01466
0.01635
0.00985
0.01393
0.01524
(90010202)
(90010202)
(90010402)
(90010402)
(90010402)
(90010902)
(90010902)
(90010902)
(90011502)
(90011502)
(90011502)
(90011502)
(90011302)
(90011302)
(90011102)
(90011102)
(90011102)
(90011102)
(90011102)
(90011102)
(90010902)
(90010902)
(90010902)
(90010902)
(90010902)
(90010908)
(90011302)
(90011302)
(90011302)
(90011302)
(90011302)
(90011302)
(90011302)
(90011102)
(90011102)
(90010908)
(90011302)
(90011302)
ii r i § i r i 11 PI 11 11 r i i i11 i i
k* kj i « kj I. J k J 11 § i t i i i i i r i t i tj k J k iJ II i i
CANNON ROAD LIFT STATION ISCST3 OUTPUT FILE, H2S March 2001
DHK ENGINEERS
172.83 -242.42 0.01502 (90011302) 183.26 -223.63 0.01491 (90011302)
188.98 -206.70 0.01474 (90011302) 205.96 -197.35 0.01498 (90011102)
CANNON ROAD LIFT STATION
DHK ENGINEERS
ISCST3 OUTPUT FILE, H2S
*** ISCST3 - VERSION 99155 *** *** ISCST3 RUN, CANNON ROAD LIFT STATION
***
***
***
**MODELOPTs:
CONC
March 2001
03/06/01
08:56:28
PAGE 32
RURAL ELEV FLGPOL DFAULT
*** THE 1ST HIGHEST 1-HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: ALL
INCLUDING SOURCE(S): STACK1 ,
*** 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)
254.97
254.14
122.52
160.53
254.48
9.96
-40.98
-86.38
-58.88
-80.56
200.38
153.22
164.62
211.71
266.38
-95.68
-180.88
-130.03
-166.83
-113.15 •
-121.70
-164.16
-145.39
-62.30
-80.63
-29.38
-154.52
94.95
77.23
58.57
27.45
8.62
57.97
11.18
9.48
40.76
79.30
115.02
-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
-75.38
-91.53
0.01524
0.01247
0.01792
0.01960
0.01532
0.03767
0.11003
0.03985
0.04321
0.06891
0.01423
0.01293
0.01258
0.01448
0.01501
0.12115
0.09453
0.07046
0.11210
0.04825
0.04446
0.07834
0.03797
0.05006
0.04605
0.10456
0.11940
0.02229
0.02541
0.02949
0.02914
0.02961
0.04112
0.04929
0.03293
0.03258
0.04860
0.04851
(90011102)
(90011308)
(90011502)
(90011302)
(90011302)
(90011802)
(90011805)
(90011908)
(90011708)
(90012005)
(90011102)
(90011302)
(90011102)
(90011102)
(90011102)
(90012005)
(90012002)
(90012002)
(90012002)
(90012002)
(90012002)
(90012002)
(90012002)
(90011802)
(90011908)
(90011802)
(90012002)
(90011508)
(90011508)
(90011502)
(90011702)
(90011702)
(90011502)
(90011502)
(90011502)
(90010902)
(90011102)
(90011102)
497.90
145.94
148.25
224.36
-49.53
-62.78
-99.57
-86.14
-79.82
254.08
162.64
146.68
189.11
242.83
256.91
-38.27
-113.38
-101.41
-85.10
-102.72
-139.52
-150.89
-180.10
-129.32
49.03
-51.13
77.67
69.67
68.87
26.46
8.59
39.01
28.87
30.99
14.27
54.89
90.56
161.05
-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
-86.72
-120.90
0.00925
0.01606
0.01963
0.01649
0.05289
0.03814
0.06735
0.16601
0.03277
0.01500
0.01334
0.01208
0.01371
0.01494
0.01501
0.12205
0.03880
0.10043
0.04023
0.05293
0.07203
0.07705
0.10065
0.04063
0.03677
0.05878
0.01810
0.02507
0.02754
0.02755
0.02853
0.03776
0.04594
0.04922
0.02394
0.04081
0.04985
0.04152
(90011108)
(90011502)
(90011302)
(90011302)
(90011708)
(90011708)
(90012005)
(90012005)
(90011908)
(90011102)
(90011302)
(90011302)
(90011102)
(90011102)
(90011102)
(90011802)
(90012002)
(90012005)
(90011802)
(90012002)
(90012002)
(90012002)
(90012002)
(90012002)
(90011602)
(90011802)
(90011508)
(90011508)
(90011508)
(90011708)
(90011702)
(90011502)
(90011502)
(90011502)
(90011302)
(90010902)
(90011102)
(90011102)
ii ii ii ft f i ri it 11 fi r i § i it f i
t J I i t I ft. J ft J ft J ( 1 t J t I lit J t J t J ft J fc J ft J ft J ft J ft J
CANNON ROAD LIFT STATION ISCST3 OUTPUT FILE, H2S March 2001
DHK ENGINEERS
172 37 -116.23 0.04020 (90011102) 195.97 -102.20 0.03746 (90011102)
230^83 -98.56 0.03281 (90010902) 211.15 -73.06 0.03593 (90010902)
CANNON ROAD LIFT STATION
DHK ENGINEERS
ISCST3 OUTPUT FILE, H2S
*** ISCST3 - VERSION 99155 *** *** ISCST3 RON, CANNON ROAD LIFT STATION
* * *
***
* **
**MODELOPTs:
CONC
March 2001
03/06/01
08:56:28
PAGE 33
RURAL ELEV FLGPOL DFAULT
*** THE 1ST HIGHEST 1-HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: ALL
INCLUDING SOURCE(S): STACK1 ,
*** 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)
179.27
219.87
253.88
493.05
-36.20
19.80
42.36
-78.40
44.94
-37.16
-10.00
20.00
13.43
-479.87
-366.14
-376.58
-433.56
-440.63
0.04044
0.03424
0.02895
0.01512
0.07727
0.03618
0.03477
0.04486
0.02921
(90010902)
(90010902)
(90010702)
(90010908)
(90011802)
(90011802)
(90011602)
(90011802)
(90011802)
194.40
235.90
398.76
-57.83
11.23
66.74
41.28
15.78
-20.26
-3.47
-18.22
-472.25
-390.59
-403.99
-411.42
-430.16
0.03800
0.03194
0.01977
0.04445
0.03427
0.03179
0.03163
0.03036
(90010902)
(90010702)
(90010908)
(90011802)
(90011802)
(90011602)
(90011802)
(90011802)
flflllflflflfl
mm t M i i a t i i i i j §-§
CANNON ROAD LIFT STATION
DHK ENGINEERS
*** ISCST3 - VERSION 99155 ***
ISCST3 OUTPUT FILE, H2S
***
***ISCST3 RUN, CANNON ROAD LIFT STATION ***
***
**MODELOPTs:
CONG
March 2001
03/06/01
08:56:28
PAGE 34
RURAL ELEV FLGPOL DFAULT
*** THE 2ND HIGHEST 1-HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: ALL
INCLUDING SOURCE(S): STACK1 ,
*** DISCRETE CARTESIAN RECEPTOR POINTS ***
X-COORD (M) Y-COORD (M)
CONC OF OTHER
CONC (YYMMDDHH)
IN MICROGRAMS/M**3
X-COORD (M) Y-COORD (M)CONC (YYMMDDHH)
-27.50
-77.50
-27.50
-30.00
-28.00
78.00
153.00
98.00
68.10
30.40
141.00
-77.50
-30.00
-27.50
127.00
218.90
-332.30
-203.80
151.10
21.90
-39.00
-500.00
-500.00
-500.00
-500.00
-500.00
-400.00
-400.00
-400.00
-400.00
-400.00
-400.00
-300.00
-300.00
-300.00
-300.00
-300.00
-200.00
-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
400.00
-500.00
0.00000
0.79804
0.00000
0.00000
0.41092
0.49726
0.06277
0.06180
0.11605
0.09047
0.01847
0.56858
0.00000
0.00000
0.01751
0.01445
0.08234
0.04985
0.01852
0.02889
0.13821
0.00833
0.01457
0.01448
0.01288
0.03117
0.01431
0.01114
0.01930
0.04612
0.03076
0.00551
0.01675
0.02550
0.01697
0.03180
0.01011
0.04049
(00000000)
(90012621)
(00000000)
(00000000)
(90010117)
(90010816)
(90010806)
(90010508)
(90010616)
(90010511)
(90011303)
(90012622)
(00000000)
(00000000)
(90011503)
(90011103)
(90013003)
(90020103)
(90011303)
(90011803)
(90011803)
(90012109)
(90012309)
(90012509)
(90012709)
(90013023)
(90012205)
(90012309)
(90012509)
(90012824)
(90013023)
(90012909)
(90012109)
(90012309)
(90012503)
(90013018)
(90013109)
(90012022)
-28.00
-52.50
-2.50
-28.00
48.00
123.00
128.00
48.90
112.00
-52.50
-27.50
-27.50
-27.50
-2.50
-476.30
-60.00
-284.70
-135.00
181.80
-64.00
-500.00
-500.00
-500.00
-500.00
-500.00
-500.00
-400.00
-400.00
-400.00
-400.00
-400.00
-300.00
-300.00
-300.00
-300.00
-300.00
-300.00
-200.00
-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
500.00
-400.00
0.00000
1.26928
0.00000
0.78296
0.32309
0.07357
0.15030
0.09147
0.17487
0.64182
0.00000
0.32453
0.39671
0.00000
0.01616
0.04843
0.02710
0.08095
0.01412
0.04632
0.02578
0.01547
0.01567
0.01709
0.00885
0.01347
0.02656
0.03709
0.01710
0.01027
0.01181
0.00979
0.02552
0.02009
0.02296
0.01547
0.01620
0.02129
(00000000)
(90012517)
(00000000)
(90013111)
(90010616)
(90010806)
(90010816)
(90010606)
(90010616)
(90012518)
(00000000)
(90010207)
(90010113)
(00000000)
(90012709)
(90011803)
(90020103)
(90012003)
(90011303)
(90011909)
(90012217)
(90012407)
(90012509)
(90012807)
(90012909)
(90013006)
(90012217)
(90012418)
(90012509)
(90012909)
(90013005)
(90011909)
(90012208)
(90012509)
(90012709)
(90012909)
(90020105)
(90011909)
CANNON ROAD LIFT STATION ISCST3 OUTPUT FILE, H2S March 2001
DHK ENGINEERS
-200.00 -300.00 0.01969 (90012109) -200.00 -200.00 0.02750 (90012102)
-200.00 -100.00 0.02926 (90012303) -200.00 0.00 0.03210 (90012703)
II ii f i f i ii ii I i fi f i f i § ^ i i r* iiiiiiririri
fc J I J t J t J t J fc J t I t I L J I 1 t ...... 1 & J t J fc J I JJ I, J
CANNON ROAD LIFT STATION
DHK ENGINEERS
ISCST3 OUTPUT FILE, H2S
*** ISCST3 - VERSION 99155 *** *** ISCST3 RUN, CANNON ROAD LIFT STATION
***
***
** *
**MODELOPTs:
CONG
March 2001
03/06/01
08:56:28
PAGE 35
RORAL ELEV FLGPOL DFAULT
*** THE 2ND HIGHEST 1-HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: ALL
INCLUDING SOURCE(S): STACK1 ,
*** DISCRETE CARTESIAN RECEPTOR POINTS ***
** CONG OF OTHER IN MICROGRAMS/M**3 **
X-COORD (M) Y-COORD (M)CONG (YYMMDDHH)X-COORD (M) Y-COORD (M)CONC (YYMMDDHH)
-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
500.00
500.00
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
-400.00
-200.00
0.03270
0.02249
0.01406
0.01612
0.03213
0.02954
0.02683
0.01164
0.02751
0.02861
0.01840
0.03146
0.02844
0.02759
0.02872
0.03221
0.05689
0.03386
0.01393
0.01967
0.03207
0.02249
0.01922
0.01362
0.03881
0.03108
0.03712
0.01744
0.01788
0.00865
0.03084
0.01306
0.01779
0.02991
0.01383
0.00710
0.00610
0.01170
(90012917)
(90020106)
(90020105)
(90011909)
(90011902)
(90012905)
(90013109)
(90020209)
(90011807)
(90011718)
(90011610)
(90020204)
(90020307)
(90020317)
(90011608)
(90011303)
(90010824)
(90010407)
(90010309)
(90011607)
(90011408)
(90011103)
(90010503)
(90010309)
(90010422)
(90011418)
(90011207)
(90010909)
(90010509)
(90010509)
(90011422)
(90011109)
(90010909)
(90010806)
(90010607)
(90010509)
(90011109)
(90011109)
-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
500.00
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
-300.00
-100.00
0.01740
0.03678
0.01174
0.02870
0.03093
0.03343
0.01512
0.01016
0.02693
0.02917
0.04379
0.02912
0.02788
0.01471
0.02984
0.04781
0.02999
0.02584
0.00802
0.01293
0.01920
0.02508
0.02676
0.02158
0.00945
0.01675
0.02050
0.02839
0.02619
0.00834
0.01263
0.02416
0.01611
0.01176
0.02575
0.01342
0.02420
0.01465
(90012909)
(90020122)
(90011709)
(90011918)
(90012305)
(90013102)
(90013109)
(90020209)
(90011717)
(90011705)
(90010424)
(90020217)
(90020306)
(90011509)
(90011518)
(90011224)
(90010503)
(90010406)
(90010309)
(90011509)
(90011103)
(90010703)
(90010517)
(90010407)
(90011309)
(90011309)
(90010909)
(90010808)
(90010617)
(90010309)
(90011309)
(90011207)
(90010909)
(90010709)
(90010616)
(90011406)
(90011206)
(90011007)
CANNON ROAD LIFT STATION ISCST3 OUTPUT FILE, H2S March 2001
DHK ENGINEERS
38.90 141.02 0.05171 (90010317) 36.71 126.11 0.06180 (90010408)
53.68 104.73 0.10476 (90010418) 36.57 89.88 0.24653 (90010422)
ii fi ii fi ri ri f i r i r i f i »i PI 11 r i § i i i r i r i r i
IJ fe J & J t J 1. J 111! t J ft J L J * J IL J % J i^ J
CANNON ROAD LIFT STATION
DHK ENGINEERS
ISCST3 OUTPUT FILE, H2S
*** ISCST3 - VERSION 99155 *** *** ISCST3 RUN, CANNON ROAD LIFT STATION***
***
***
**MODELOPTs:
CONG
March 2001
03/06/01
08:56:28
PAGE 36
RURAL ELEV FLGPOL DFAULT
*** THE 2ND HIGHEST 1-HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: ALL
INCLUDING SOURCE(S): STACK1 ,
*** DISCRETE CARTESIAN RECEPTOR POINTS ***
X-COORD (M) Y-COORD (M)
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
35.00
83.84
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
234.81
189.87
** CONC OF OTHER IN MICROGRAMS/M**3
CONC (YYMMDDHH) X-COORD (M) Y-COORD (M)
0.01565
0.00958
0.02055
0.02862
0.02858
0.02770
0.02944
0.03184
0.03408
0.02125
0.04685
0.02262
0.05159
0.06039
0.04084
0.02671
0.02798
0.02670
0.03018
0.12439
0.15049
0.10298
0.02541
0.02883
0.03206
0.04897
0.03303
0.01350
0.04079
0.01460
0.04930
0.01521
0.01528
0.02006
0.05212
0.12923
0.02020
0.14203
(90010606)
(90012107)
(90020110)
(90010104)
(90010306)
(90010906)
(90010505)
(90012905)
(90010519)
(90013003)
(90013003)
(90013003)
(90013003)
(90013003)
(90013003)
(90013003)
(90020103)
(90020103)
(90020103)
(90012003)
(90012003)
(90012003)
(90010203)
(90020103)
(90010203)
(90020303)
(90012606)
(90012509)
(90012817)
(90012909)
(90013016)
(90013109)
(90012909)
(90012909)
(90020106)
(90020322)
(90010109)
(90010423)
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
64.69
94.45
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
198.46
177.04
**
CONC
0.02522
0.00321
0.03228
0.00000
0.02793
0.03095
0.04096
0.03138
0.04737
0.03762
0.02138
0.02383
0.03423
0.05892
0.02658
0.02564
0.02817
0.05418
0.09365
0.14934
0.12351
0.02428
0.02761
0.03095
0.02998
0.05291
0.01551
0.08808
0.02057
0.10566
0.01462
0.01567
0.01910
0.02389
0.05708
0.03676
0.05708.
0.05212
(YYMMDDHH)
(90010616)
(90012612)
(90013106)
(00000000)
(90011107)
(90010505)
(90010409)
(90012507)
(90011024)
(90013003)
(90013003)
(90013003)
(90013003)
(90013003)
(90013003)
(90020103)
(90020103)
(90020103)
(90012003)
(90012003)
(90012003)
(90010203)
(90020103)
(90020103)
(90020303)
(90020303)
(90012509)
(90012823)
(90012709)
(90013023)
(90012909)
(90013109)
(90012909)
(90013109)
(90010217)
(90020306)
(90010407)
(90010406)
CANNON ROAD LIFT STATION ISCST3 OUTPUT FILE, H2S March 2001
DHK ENGINEERS
500.00 0.00 0.01317 (90010909) 500.00 100.00 0.01247 (90010709)
500.00 200.00 0.01886 (90010805) 500.00 300.00 0.00614 (90010509)
i i ii ii f i ii ii if ft fm r i f i r i i i t i i i i i r i t i i i
t, j * J ij i j t J k J t,J t J L J
CANNON ROAD LIFT STATION
DHK ENGINEERS
ISCST3 OUTPUT FILE, H2S
*** ISCST3 - VERSION 99155 *** *** ISCST3 RUN, CANNON ROAD LIFT STATION***
***
***
**MODELOPTs:
CONG
March 2001
03/06/01
08:56:28
PAGE 37
RURAL ELEV FLGPOL DFAULT
*** THE 2ND HIGHEST 1-HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: ALL
INCLUDING SOURCE(S): STACK1 ,
*** 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)
-23.23
-132.41
-226.78
-276.20
-254.12
-253.52
-296.06
-342.32
138.39
142.60
117.19
105.99
76.10
54.74
90.41
135.53
208.09
214.74
265.68
250.78
433.33
498.36
-281.11
-254.70
-241.56
-288.55
-245.18
-240.18
-229.61
-204.36
-200.47
-188.12
-152.34
-133.48
-118.36
-104.17
-108.68
-79.51
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
-227.21
-232.98
0.32943
0.06592
0.03789
0.06732
0.02560
0.01411
0.00954
0.01013
0.01676
0.02152
0.02188
0.02206
0.01739
0.00352
0.01359
0.02046
0.02199
0.02196
0.02068
0.02136
0.01322
0.01186
0.02984
0.03205
0.04752
0.01141
0.02069
0.01509
0.02587
0.02461
0.02321
0.02474
0.06428
0.14942
0.17874
0.14773
0.10797
0.10079
(90010223)
(90012519)
(90012207)
(90012223)
(90012207)
(90011909)
(90011909)
(90012109)
(90011503)
(90011303)
(90011303)
(90011303)
(90011303)
(90011103)
(90011103)
(90011103)
(90011103)
(90011103)
(90010903)
(90010903)
(90010909)
(90010909)
(90012003)
(90012003)
(90012003)
(90011909)
(90012003)
(90011909)
(90012109)
(90011909)
(90011909)
(90011909)
(90012016)
(90012022)
(90012022)
(90012005)
(90012016)
(90012006)
-66.03
-188.10
-250.52
-274.84
-251.39
-258.32
-329.11
252.22
114.99
120.93
104.95
107.10
74.29
59.47
106.41
196.73
219.40
249.61
248.83
265.85
489.86
-53.41
-268.83
-244.34
-314.08
-266.86
-239.44
-241.86
-228.76
-177.01
-201.35
-176.81
-138.22
-124.99
-116.45
-111.54
-100.21
-92.57
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
-227.25
-199.97
0.06332
0.05721
0.07505
0.04993
0.01982
0.01446
0.00996
0.01336
0.01924
0.02177
0.02199
0.02097
0.01471
0.00391
0.01640
0.02205
0.02183
0.02121
0.02141
0.02080
0.01204
0.04443
0.03122
0.03876
0.00912
0.01444
0.01843
0.02827
0.01917
0.05374
0.02075
0.02977
0.13144
0.17787
0.18874
0.11935
0.22097
0.18026'
(90013113)
(90012317)
(90012223)
(90012216)
(90012109)
(90011909)
(90012109)
(90011309)
(90011503)
(90011303)
(90011503)
(90011303)
(90011303)
(90011103)
(90011103)
(90011103)
(90011103)
(90011103)
(90010903)
(90010903)
(90010909)
(90011709)
(90012003)
(90012003)
(90011909)
(90011909)
(90011909)
(90012202)
(90012109)
(90012002)
(90011909)
(90011909)
(90012022)
(90012022)
(90012022)
(90012016)
(90012005)
(90012016)
CANNON ROAD LIFT STATION ISCST3 OUTPUT FILE, H2S March 2001
DHK ENGINEERS
-120.64 -153.71 0.39921 (90012205) -96.97 -119.90 0.28636 (90012206)
-62.96 -91.78 0.83361 (90012216) -33.62 -56.16 0.00000 (00000000)
f i ri 11 fi ri i i ri r* ri r i r i r i r i r i f i r i r i r i f i
t j r J L j IL j L j 11 i j ^ j t j j
CANNON ROAD LIFT STATION
DHK ENGINEERS
ISCST3 OUTPUT FILE, H2S
*** ISCST3 - VERSION 99155 *** *** ISCST3 RUN, CANNON ROAD LIFT STATION* **
***
* * *
**MODELOPTs:
CONC
March 2001
03/06/01
08:56:28
PAGE 38
RURAL ELEV FLGPOL DFAULT
*** THE 2ND HIGHEST 1-HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: ALL
INCLUDING SOURCE(S): STACK1 ,
*** 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)
-27.16
7.42
43.25
100.25
227.64
263.52
437.90
150.19
123.26
103.80
50.18
74.89
43.04
52.64
30.31
51.10
111.22
161.01
199.71
223.37
192.45
234.90
271.62
497.60
-27.79
-6.74
-32.04
-45.16
-28.10
-14.87
22.15
-12.61
-23.81
-26.47
-32.97
15.37
68.13
116.98
-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
-41.44
-71.76
0.00000
0.51257
0.13054
0.18177
0.16792
0.10208
0.07180
0.01544
0.01930
0.02532
0.02827
0.03177
0.03331
0.02966
0.00721
0.01309
0.03241
0.03243
0.03056
0.02911
0.03148
0.02802
0.02482
0.01383
0.05824
0.06197
0.07232
0.04922
0.08226
0.08164
0.05412
0.06290
0.07437
0.10608
0.12703
0.07578
0.11254
0.07507
(00000000)
(90010511)
(90010711)
(90010806)
(90010822)
(90010816)
(90010822)
(90011509)
(90011509)
(90011503)
(90011503)
(90011503)
(90011503)
(90011303)
(90011103)
(90010903)
(90011103)
(90011103)
(90011103)
(90010903)
(90010903)
(90010903)
(90010903)
(90010909)
(90011803)
(90011803)
(90011803)
(90011803)
(90011803)
(90011803)
(90011509)
(90011709)
(90011709)
(90011703)
(90011703)
(90010903)
(90010903)
(90010909)
1.91
17.57
70.14
167.25
245.61
335.03
497.36
113.56
91.42
73.73
56.88
79.70
34.70
28.33
40.73
93.33
137.50
194.00
248.71
221.54
215.11
251.83
441.96
230.10
-15.44
-343.00
-2.83
-47.91
-20.56
8.91
-2.31
-11.61
-23.71
-14.19
-13.10
23.88
97.23
136.70
-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
-66.97
-86.90
2.16132
1.20760
0.29957
0.21979
0.09533
0.04709
0.08446
0.01673
0.02270
0.02777
0.03035
0.03285
0.03009
0.01212
0.00904
0.03021
0.03335
0.03067
0.02673
0.02934
0.02968
0.02663
0.01581
0.02016
0.06199
0.05089
0.05772
0.04149
0.08562
0.05038
0.05753
0.06905
0.09119
0.11530
0.14468
0.13825
0.08830
0.06538
(90010621)
(90010621)
(90010816)
(90010822)
(90010805)
(90010802)
(90010822)
(90011509)
(90011503)
(90011503)
(90011503)
(90011503)
(90011503)
(90011303)
(90010903)
(90011103)
(90011103)
(90011103)
(90010903)
(90010903)
(90010903)
(90010903)
(90010909)
(90010903)
(90011803)
(90012203)
(90011803)
(90011803)
(90011803)
(90011709)
(90011709)
(90011709)
(90011703)
(90011703)
(90011703)
(90010703)
(90010903)
(90011109)
CANNON ROAD LIFT STATION ISCST3 OUTPUT FILE, H2S March 2001
DHK ENGINEERS
193.22 -83.35 0.04782 (90010909) 165.09 -51.23 0.07502 (90011003)
155.76 -27.65 0.05863 (90010909) 198.24 -1.44 0.04560 (90010709)
fi ri 11 ii ii 11 ri r * r i ri ri ri 11 11 11 11 ri 11 ri
CANNON ROAD LIFT STATION
DHK ENGINEERS
ISCST3 OUTPUT FILE, H2S
*** ISCST3 - VERSION 99155 *** *** ISCST3 RON, CANNON ROAD LIFT STATION
***
**MODELOPTs:
CONG RURAL ELEV FLGPOL DFAULT
***
* •**
March 2001
03/06/01
08:56:28
PAGE 39
*** THE 2ND HIGHEST 1-HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: ALL
INCLUDING SOURCE(S): STACK1 ,
*** 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)
229.35
380.93
-88.06
-102.10
-91.39
-69.71
-64.83
-2.38
-32.37
-41.63
-45.29
-62.15
10.70
69.11
130.20
159.39
144.50
199.23
251.17
445.18
-187.89
-193.37
-189.47
-187.45
-154.45
-146.88
-151.50
-140.15
-111.03
-83.67
-59.10
-20.33
-51.30
-69.04
-91.43
-45.09
71.96
145.49
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
-24.50
-5.01
0.03939
0.02599
0.03337
0.03580
0.05070
0.05256
0.06523
0.10076
0.18283
0.17991
0.23145
0.27509
0.44429
0.23955
0.20664
0.18863
0.12434
0.08530
0.12851
0.03016
0.07008
0.08826
0.08983
0.07330
0.13085
0.13753
0.14068
0.16430
0.06820
0.07431
0.08673
0.29363
0.13998
0.29555
0.27762
1.45390
0.69421
0.18192
(90010709)
(90011003)
(90011803)
(90011803)
(90012003)
(90011803)
(90011803)
(90011803)
(90011803)
(90011803)
(90012003)
(90012003)
(90010703)
(90010803)
(90011003)
(90011003)
(90010803)
(90010803)
(90010803)
(90010803)
(90012003)
(90012003)
(90012003)
(90012003)
(90012003)
(90012003)
(90012003)
(90012003)
(90012003)
(90012003)
(90011803)
(90011803)
(90011803)
(90012003)
(90012203)
(90012003)
(90010803)
(90010803)
250.16
497.87
-88.03
-89.64
-86.67
-57.39
-28.02
-27.75
-47.36
-47.23
-64.07
-31.95
22.97
102.93
139.63
144.44
165.25
225.63
366.87
499.88
-187.80
-193.28
-193.18
-175.18
-146.90
-151.53
-143.95
-131.70
-96.88
-77.98
-39.29
-24.05
-53.10
-64.23
-79.08
17.37
94.53
195.49
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
-32.12
17.40
0.04672
0.01988
0.03421
0.04413
0.05172
0.05854
0.15527
0.21203
0.14965
0.19885
0.24909
0.42063
0.43992
0.26556
0.23810
0.12675
0.10742
0.07327
0.04003
0.02555
0.08146
0.08684
0.07514
0.09830
0.13119
0.14149
0.15606
0.16082
0.07054
0.08009
0.15252
0.32647
0.16720
0.55041
0.84046
2.35992
0.26990
0.17357
(90010803)
(90011003)
(90011803)
(90011803)
(90012003)
(90011803)
(90011803)
(90011803)
(90011803)
(90012003)
(90012003)
(90011803)
(90010803)
(90011003)
(90011003)
(90011003)
(90010803)
(90010803)
(90011003)
(90010803)
(90012003)
(90012003)
(90012003)
(90012003)
(90012003)
(90012003)
(90012003)
(90012003)
(90012003)
(90012003)
(90011803)
(90011803)
(90011803)
(90012003)
(90012203)
(90010603)
(90011003)
(90010803)
CANNON ROAD LIFT STATION ISCST3 OUTPUT FILE, H2S March 2001
DHK ENGINEERS
221.00 38.96 0.20257 (90010803) 249.34 63.34 0.16491 (90010803)
339.66 41.33 0.04881 (90010803) 454.74 91.74 0.03114 (90010803)
i i ii r i ri n PI ri 11 11 11 i i 11 11
L J IL.J k J t J I J t J k J
CANNON ROAD LIFT STATION
DHK ENGINEERS
*** ISCST3 - VERSION 99155 ***
ISCST3 OUTPUT FILE, H2S
*** ISCST3 RUN, CANNON ROAD LIFT STATION
** *
***
***
**MODELOPTs:
CONG
March 2001
03/06/01
08:56:28
PAGE 40
RURAL ELEV FLGPOL DFAULT
*** THE 2ND HIGHEST 1-HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: ALL
INCLUDING SOURCE(S): STACK1 ,
*** DISCRETE CARTESIAN RECEPTOR POINTS ***
** CONG OF OTHER IN MICROGRAMS/M**3
X-COORD (M) Y-COORD (M)CONG (YYMMDDHH)X-COORD (M) Y-COORD (M)CONC (YYMMDDHH)
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
1.64.42
146.53
133.37
114.77
144.86
204.19
253.24
-30.67
205.64
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
-266.12
-282.10
0.02743
0.02485
0.02872
0.02711
0.02458
0.02188
0.02198
0.02160
0.01419
0.02025
0.02334
0.02408
0.02488
0.02147
0.01864
0.00378
0.01811
0.02448
0.02455
0.02445
0.02295
0.02351
0.02445
0.02475
0.02365
0.01883
0.01248
0.01551
0.01630
0.01591
0.01550
0.01491
0.01024
0.01337
0.01589
0.01634
0.17686
0.01511
(90010803)
(90010203)
(90010203)
(90010403)
(90010403)
(90010903)
(90010903)
(90010903)
(90011309)
(90011503)
(90011303)
(90011503)
(90011503)
(90011303)
(90011303)
(90011103)
(90011103)
(90011103)
(90011103)
(90011103)
(90010903)
(90010903)
(90010903)
(90010903)
(90010903)
(90010903)
(90010909)
(90011303)
(90011303)
(90011303)
(90011303)
(90011303)
(90011303)
(90011303)
(90011103)
(90011103)
(90011802)
(90011303)
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
255.49
184.08
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
-297.36
-256.59
0.02428
0.02757
0.02837
0.02558
0.02360
0.02198
0.02181
0.02176
0.01704
0.02201
0.02384
0.02436
0.02434
0.01868
0.00370
0.00683
0.01983
0.02474
0.02440
0.02438
0.02275
0.02369
0.02455
0.02430
0.02306
0.01383
0.01423
0.01611
0.01612
0.01576
0.01536
0.01429
0.01021
0.01466
0.01635
0.00985
0.01393
0.01524
(90010203)
(90010203)
(90010403)
(90010403)
(90010403)
(90010903)
(90010903)
(90010903)
(90011503)
(90011503)
(90011503)
(90011503)
(90011303)
(90011303)
(90011103)
(90011103)
(90011103)
(90011103)
(90011103)
(90011103)
(90010903)
(90010903)
(90010903)
(90010903)
(90010903)
(90010909)
(90011303)
(90011303)
(90011303)
(90011303)
(90011303)
(90011303)
(90011303)
(90011103)
(90011103)
(90010909)
(90011303)
(90011303)
CANNON ROAD LIFT STATION ISCST3 OUTPUT FILE, H2S March 2001
DHK ENGINEERS
172.83 -242.42 0.01502 (90011303) 183.26 -223.63 0.01491 (90011303)
188.98 -206.70 0.01474 (90011303) 205.96 -197.35 0.01498 (90011103)
i i ii ii r i i i ii ii r i r i ri 11 11 11 11 i i 11 11 11 ri
IfeJ I 1 I I ft J ft j ft j m*m ft. J L J I. J L J
CANNON ROAD LIFT STATION
DHK ENGINEERS
ISCST3 OUTPUT FILE, H2S
*** ISCST3 - VERSION 99155 *** *** ISCST3 RUN, CANNON ROAD LIFT STATION
***
** *
***
**MODELOPTs:
CONG
March 2001
03/06/01
08:56:28
PAGE 41
RURAL ELEV FLGPOL DFAULT
*** THE 2ND HIGHEST 1-HR AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: ALL
INCLUDING SOURCE(S): STACK1 ,
*** 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)
254.97
254.14
122.52
160.53
254.48
9.96
-40.98
-86.38
-58.88
-80.56
200.38
153.22
164.62
211.71
266.38
-95.68
-180.88
-130.03
-166.83
-113.15
-121.70
-164.16
-145.39
-62.30
-80.63
-29.38
-154.52
94.95
77.23
58.57
27.45
8.62
57.97
11.18
9.48
40.76
79.30
115.02
-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
-75.38
-91.53
0.01524
0.01247
0.01792
0.01960
0.01532
0.03767
0.06924
0.03985
0.04321
0.05510
0.01423
0.01293
0.01258
0.01448
0.01501
0.08968
0.09453
0.07046
0.11210
0.04825
0.04446
0.07834
0.03797
0.05006
0.04605
0.10456
0.11940
0.02229
0.02541
0.02949
0.02914
0.02961
0.04112
0.04929
0.03293
0.03258
0.04860
0.04851
(90011103)
(90011309)
(90011503)
(90011303)
(90011303)
(90011803)
(90011806)
(90011909)
(90011709)
(90011908)
(90011103)
(90011303)
(90011103)
(90011103)
(90011103)
(90012002)
(90012003)
(90012003)
(90012003)
(90012003)
(90012003)
(90012003)
(90012003)
(90011803)
(90011909)
(90011803)
(90012003)
(90011509)
(90011509)
(90011503)
(90011703)
(90011703)
(90011503)
(90011503)
(90011503)
(90010903)
(90011103)
(90011103)
497.90
145.94
148.25
224.36
-49.53
-62.78
-99.57
-86.14
-79.82
254.08
162.64
146.68
189.11
242.83
256.91
-38.27
-113.38
-101.41
-85.10
-102.72
-139.52
-150.89
-180.10
-129.32
49.03
-51.13
77.67
69.67
68.87
26.46
8.59
39.01
28.87
30.99
14.27
54.89
90.56
161.05
-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
-86.72
-120.90
0.00925
0.01606
0.01963
0.01649
0.05289
0.03814
0.05651
0.11386
0.03277
0.01500
0.01334
0.01208
0.01371
0.01494
0.01501
0.12205
0.03880
0.08106
0.04023
0.05293
0.07203
0.07705
0.10065
0.04063
0.03677
0.05878
0.01810
0.02507
0.02754
0.02755
0.02853
0.03776
0.04594
0.04922
0.02394
0.04081
0.04985
0.04152
(90011109)
(90011503)
(90011303)
(90011303)
(90011709)
(90011709)
(90012002)
(90012016)
(90011909)
(90011103)
(90011303)
(90011303)
(90011103)
(90011103)
(90011103)
(90011803)
(90012003)
(90012002)
(90011803)
(90012003)
(90012003)
(90012003)
(90012003)
(90012003)
(90011603)
(90011803)
(90011509)
(90011509)
(90011509)
(90011709)
(90011703)
(90011503)
(90011503)
(90011503)
(90011303)
(90010903)
(90011103)
(90011103)
CANNON ROAD LIFT STATION ISCST3 OUTPUT FILE, H2S March 2001
DHK ENGINEERS
172.37 -116.23 0.04020 (90011103) 195.97 -102.20 0.03746 (90011103)
230.83 -98.56 0.03281 (90010903) 211.15 -73.06 0.03593 (90010903)
ii r i ii r i r i § i i i w~m r * r i 11 ri 11 11 11 11 ri PI ri
I J L J t J fc J II II t I i J ^ J L J t J k J I, J L J J L J
CANNON ROAD LIFT STATION
DHK ENGINEERS
*** ISCST3 - VERSION 99155 ***
ISCST3 OUTPUT FILE, H2S
*** ISCST3 RUN, CANNON ROAD LIFT STATION
* **
***
***
**MODELOPTs:
CONG
March 2001
03/06/01
08:56:28
PAGE 42
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 IN MICROGRAMS/M**3
X-COORD (M) Y-COORD (M)CONC (YYMMDDHH)X-COORD (M) Y-COORD (M)CONC (YYMMDDHH)
179.27
219.87
253.88
493.05
-36.20
19.80
42.36
-78.40
44.94
-37.16
-10.00
20.00
13.43
-479.87
-366.14
-376.58
-433.56
-440.63
0.04044
0.03424
0.02895
0.01512
0.07727
0.03618
0.03477
0.04486
0.02921
(90010903)
(90010903)
(90010703)
(90010909)
(90011803)
(90011803)
(90011603)
(90011803)
(90011803)
194.40
235.90
398.76
-57.83
11.23
66.74
41.28
15.78
-20.26
-3.47
-18.22
-472.25
-390.59
-403.99
-411.42
-430.16
0.03800
0.03194
0.01977
0.04445
0.03427
0.03179
0.03163
0.03036
(90010903)
(90010703)
(90010909)
(90011803)
(90011803)
(90011603)
(90011803)
(90011803)
CANNON ROAD LIFT STATION
DHK ENGINEERS
*** ISCST3 - VERSION 99155 ***
IS.CST3 OUTPUT FILE, H2S
***
***ISCST3 RON, CANNON ROAD LIFT STATION ***
***
**MODELOPTs:
CONG
March 2001
03/06/01
08:56:28
PAGE 79
RANK
RURAL ELEV FLGPOL DFAOLT
*** THE MAXIMUM 50 1-HR AVERAGE CONCENTRATION
INCLUDING SOURCE(S): STACK1 ,
VALUES FOR SOURCE GROUP: ALL
** CONC OF OTHER IN MICROGRAMS/M**3
CONC (YYMMDDHH) AT RECEPTOR (XR,YR) OF TYPE RANK CONC (YYMMDDHH) AT RECEPTOR (XR,YR) OF TYPE
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
17.
18.
19.
20.
21.
22.
23.
24.
25.
***
2.58423
2.35992
2.35992
2.35992
2.16132
1.69429
1.45390
1.45390
1.45390
1.36827
1.36212
1.26928
1.21829
1.20760
1.14080
1.12373
1.03596
0.96708
0.92588
0.90739
0.84046
0.84046
0.84046
0.83879
0.83361
RECEPTOR TYPES:
(90010605) AT (
(90010602) AT (
(90010603) AT (
(90010604) AT (
(90010621) AT (
(90010616) AT (
(90012002) AT (
(90012003) AT (
(90012004) AT (
(90012606) AT (
(90010606) AT (
(90012517) AT (
(90010605) AT (
(90010621) AT (
(90012205) AT (
(90012616) AT (
(90010511) AT (
(90010616) AT (
(90010517) AT (
(90012512) AT (
(90012202) AT (
(90012203) AT (
(90012204) AT (
(90012511) AT (
(90012216) AT (
GC = GRIDCART
GP = GRIDPOLR
DC = DISCCART
DP - DISCPOLR
BD = BOUNDARY
1.91,
17.37,
17.37,
17.37,
1.91,
1.91,
-45.09,
-45.09,
-45.09,
-52.50,
1.91,
-52.50,
17.57,
17.57,
-62.96,
-52.50,
1.91,
17.57,
1.91,
-52.50,
-79.08,
-79.08,
-79.08,
-52.50,
-62.96,
-29.57)
-18.64)
-18.64)
-18.64)
-29.57)
-29.57)
-98.44)
-98.44)
-98.44)
-52.00)
-29.57)
-52.00)
-12.62)
-12.62)
-91.78)
-52.00)
-29.57)
-12.62)
-29.57)
-52.00)
-121.86)
-121.86)
-121.86)
-52.00)
-91.78)
DC
DC
DC
DC
DC
DC
DC
DC
DC
DC
DC
DC
DC
DC
DC
DC
DC
DC
DC
DC
DC
DC
DC
DC
DC
26.
27.
28.
29.
30.
31.
32.
33.
34.
35.
36.
37.
38.
39.
40.
41.
42.
43.
44.
45.
46.
47.
48.
49.
50.
0.83337
0.81312
0.79911
0.79804
0.79579
0.78296
0.77313
0.73104
0.73096
0.72794
0.72209
0.71782
0.70190
0.70190
0.69618
0.69618
0.69421
0.69421
0.69421
0.69188
0.68815
0.68602
0.68121
0.66986
0.66434
(90012616)
(90010622)
(90012221)
(90012621)
(90013112)
(90013111)
(90010606)
(90012206)
(90013117)
(90012606)
(90012607)
(90012617)
(90020212)
(90010112)
(90020211)
(90010111)
(90010802)
(90010803)
(90010804)
(90012607)
(90013104)
(90012622)
(90010605)
(90012518)
(90012504)
AT (
AT (
AT (
AT (
AT (
AT (
AT (
AT (
AT (
AT (
AT (
AT (
AT (
AT (
AT (
AT (
AT (
AT (
AT (
AT (
AT (
AT (
AT (
AT (
AT (
-77.50,
1.91,
-62.96,
-77.50,
-28.00,
-28.00,
17.57,
-62.96,
-28.00,
-77.50,
-52.50,
-77.50,
-28.00,
-28.00,
-28.00,
-28.00,
71.96,
71.96,
71.96,
-52.50,
-28.00,
-77.50,
7.42,
-52.50,
-52.50,
-52.00)
-29.57)
-91.78)
-52.00)
-27.00)
-27.00)
-12.62)
-91.78)
-27.00)
-52.00)
-52.00)
-52.00)
-27.00)
-27.00)
-27.00)
-27.00)
-24.50)
-24.50)
-24.50)
-52.00)
-27.00)
-52.00)
-18.05)
-52.00)
-52.00)
DC
DC
DC
DC
DC
DC
DC
DC
DC
DC
DC
DC
DC
DC
DC
DC
DC
DC
DC
DC
DC
DC
DC
DC
DC
f i ii f i r~i ii ii ii ri f i fifiiifiiiiififi
fcu J k J k J i J r J till L J fc J t J t J k J ft J ft J
CANNON ROAD LIFT STATION
DHK ENGINEERS
ISCST3 OUTPUT FILE, H2S
*** ISCST3 - VERSION 99155 *** *** ISCST3 RUN, CANNON ROAD LIFT STATION***
**MODELOPTs:
CONG RURAL ELEV FLGPOL DFAULT
*** THE SUMMARY OF HIGHEST 1-HR RESULTS ***
March 2001
*** 03/06/01
*** 08:56:28
PAGE 83
** CONG OF OTHER IN MICROGRAMS/M**3
GROUP ID AVERAGE CONG
DATE
(YYMMDDHH)RECEPTOR (XR, YR, ZELEV, ZFLAG)
NETWORK
OF TYPE GRID-ID
ALL HIGH 1ST HIGH VALUE IS
HIGH 2ND HIGH VALUE IS
2.58423 ON 90010605: AT
2.35992 ON 90010603: AT
1.91, -29.57, 12.91, 12.91) DC NA
17.37, -18.64, 24.38, 24.38) DC NA
*** RECEPTOR TYPES: GC = GRIDCART
GP = GRIDPOLR
DC - DISCCART
DP = DISCPOLR
BD = BOUNDARY
CANNON ROAD LIFT STATION
DHK ENGINEERS
*** ISCST3 - VERSION 99155 ***
ISCST3 OUTPUT FILE, H2S March 2001
*** ISCST3 RUN, CANNON ROAD LIFT STATION
* ***** 03/06/01
*** 08:56:28
**MODELOPTs:
CONC
PAGE 86
RURAL ELEV FLGPOL DFAULT
*** Message Summary : ISCST3 Model Execution ***
Summary of Total Messages
A Total of
A Total of
A Total of
0 Fatal Error Message(s)
0 Warning Message(s)
0 Informational Message(s)
FATAL ERROR MESSAGES
*** NONE ***
WARNING MESSAGES
*** NONE ***
*** ISCST3 Finishes Successfully
i i f i f i i i r i i i r i f i i i r i riiiriiiriiifi
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*
CANNON ROAD LEFT STATION BPEP OUTPUT FILE March 2001
*l DHK ENGINEERS PAGE 1
BPIP (Dated: 95086)
DATE : 3/6/1
!• TIME : 4:22:41
4 BPIP CANNON ROAD LIFT STATION - INPUT FILE WITH ONE BUILDING AND ONE STACK.
i
i
3
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 : 1
Pi
h* RECTANGL has 1 tier(s) with a base elevation of .00 METERS
BUILDING TIER BLDG-TIER TIER NO. OF CORNER COORDINATES
mm NAME NUMBER NUMBER HEIGHT CORNERS X Y
m RECTANGL 1 1 9.10 4
-3.90 -25.40 meters
2.90 -32.60 meters
** -28.40 -48.90 meters
-21.20 -56.10 meters
w
Number of stacks to be processed : 1
m STACK STACK COORDINATES
M STACK NAME BASE HEIGHT X Y
STACK1 9.10 7.92 METERS
w -28.00 -55.00 meters
^^No stacks have been detected as being atop any structures.
II Overall GEP Summary Table
4f (Units: meters)
StkNo: 1 Stk Name-.STACKl Stk Ht: 7.92 Prelim. GEP Stk.Ht: 65.00
GEP: BH: 9.10 PBW: 10.18 *Eqnl Ht: 13.65
*adjusted for a Stack-Building elevation difference of 9.10
No. of Tiers affecting Stk: 1 Direction occurred: 226.00
Bldg-Tier nos. contributing to GEP: 1
CANNON ROAD LIFT STATION
DHK ENGINEERS
BPIP OUTPUT FILE March 2001
PAGE 2
Summary By Direction Table
(Units: meters)
Dominate stand alone tiers:
Drtcn: 10.00
StkNo: 1 Stk Name:STACKl Stack Ht:
GEP: BH: 9.10 PBW: 10.18 *Equation 1 Ht:
Single tier MAX: BH: 9.10 PBW: 27.99 *Wake Effect Ht:
*adjusted for a Stack-Building elevation difference of
BldNo: 1 Bid Name:RECTANGL TierNo: 1
Drtcn: 20.00
7.92
13.65
13.65
9.10
StkNo: 1 Stk Name:STACKl Stack Ht:
GEP: BH: 9.10 PBW: 10.18 *Equation 1 Ht:
Single tier MAX: BH: 9.10 PBW: 23.84 *Wake Effect Ht:
*adjusted for a Stack-Building elevation difference of
BldNo: 1 Bid Name:RECTANGL TierNo: 1
Drtcn: 30.00
7.92
13.65
13.65
9.10
StkNo: 1 Stk Name:STACKl Stack Ht:
GEP: BH: 9.10 PBW: 10.18 *Equation 1 Ht:
Single tier MAX: BH: 9.10 PBW: 18.96 *Wake Effect Ht:
*adjusted for a Stack-Building elevation difference of
BldNo: 1 Bid Name:RECTANGL TierNo: 1
Drtcn: 40.00
7.92
13.65
13.65
9.10
StkNo: 1 Stk Name:STACKl Stack Ht: 7.92
GEP: BH: 9.10 PBW: 10.18 *Equation 1 Ht: 13.65
Single tier MAX: BH: 9.10 PBW: 13.50 *Wake Effect Ht: 13.65
*adjusted for a Stack-Building elevation difference of 9.10
BldNo: 1 Bid Name:RECTANGL TierNo: 1
Drtcn: 50.00
StkNo: 1 Stk Name:STACKl Stack Ht:
GEP: BH: 9.10 PBW: 10.18 *Equation 1 Ht:
Single tier MAX: BH: 9.10 PBW: 12.40 *Wake Effect Ht:
*adjusted for a Stack-Building elevation difference of
BldNo: 1 Bid Name:RECTANGL TierNo: 1
Drtcn: 60.00
StkNo: 1 Stk Name:STACKl
GEP: BH:
Single tier MAX: BH:
Stack Ht:
9.10 PBW: 10.18 *Equation 1 Ht:
9.10 PBW: 17.94 *Wake Effect Ht:
*adjusted for a Stack-Building elevation difference of
BldNo: 1 Bid Name:RECTANGL TierNo: 1
7.92
13.65
13.65
9.10
7.92
13.65
13.65
9.10
Drtcn: 70.00
StkNo: 1 Stk Name.-STACKl
GEP: BH: 9.10 PBW: 10.18
Single tier MAX: BH: 9.10 PBW: 22.93
Stack Ht:
*Equation 1 Ht:
*Wake Effect Ht:
*adjusted for a Stack-Building elevation difference of
BldNo: 1 Bid Name:RECTANGL TierNo: 1
7.92
13.65
13.65
9.10
Drtcn: 80.00
StkNo: 1 Stk Name-.STACKl
GEP: BH: 9.10 PBW: 10.18
Single tier MAX: BH: 9.10 PBW: 27.23
Stack Ht:
*Equation 1 Ht:
*Wake Effect Ht:'
*adjusted for a Stack-Building elevation difference of
BldNo: 1 Bid Name:RECTANGL TierNo: 1
7.92
13.65
13.65
9.10
Drtcn: 90.00
StkNo: 1 Stk Name:STACKl
GEP: BH: 9.10 PBW: 10.18
Single tier MAX: BH: 9.10 PBW: 30.70
Stack Ht: 7.92
*Equation 1 Ht: 13.65
*Wake Effect Ht: 13.65
CANNON ROAD LIFT STATION
DHK ENGINEERS
BPIP OUTPUT FILE March 2001
PAGE 3
a
2
*adjusted for a Stack-Building elevation difference of
BldNo: 1 Bid Name: RECTANGL TierNo: 1
Drtcn: 100.00
StkNo: 1 Stk Name:STACKl Stack Ht:
GEP: BH: 9.10 PBW: 10.18 *Equation 1 Ht:
Single tier MAX: BH: 9.10 PBW: 33.24 *Wake Effect Ht:
*ad justed 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: 9.10 PBW: 10.18 *Equation 1 Ht:
Single tier MAX: BH: 9.10 PBW: 34.77 *Wake Effect Ht:
*adjusted for a Stack-Building elevation difference of
BldNo: 1 Bid Name: RECTANGL TierNo: 1
3
Drtcn: 120.00
StkNo: 1 Stk Name:STACKl Stack Ht:
GEP: BH: 9.10 PBW: 10.18 *Equation 1 Ht:
Single tier MAX: BH: 9.10 PBW: 35.24 *Wake Effect Ht:
*adjusted for a Stack-Building elevation difference of
BldNo: 1 Bid Name : RECTANGL TierNo: 1
Drtcn: 130.00
9.10
7.92
13.65
13.65
9.10
7.92
13.65
13.65
9.10
7.92
13.65
13.65
9.10
StkNo: 1 Stk Name:STACKl Stack Ht:
GEP: BH: 9.10 PBW: 10.18 *Equation 1 Ht:
Single tier MAX: BH: 9.10 PBW: 34.64 *Wake Effect Ht:
•adjusted for a Stack-Building elevation difference of
BldNo: 1 Bid Name : RECTANGL TierNo: 1
Drtcn: 140.00
7.92
13.65
13.65
9.10
••
StkNo: 1 Stk Name:STACKl Stack Ht:
GEP: BH: 9.10 PBW: 10.18 *Equation 1 Ht:
Single tier MAX: BH: 9.10 PBW: 34.45 *Wake Effect Ht:
*ad justed for a Stack-Building elevation difference of
BldNo: 1 Bid Name: RECTANGL TierNo: 1
Drtcn: 150.00
StkNo: 1 Stk Name:STACKl
GEP: BH:
Single tier MAX: BH:
Stack Ht:
9.10 PBW: 10.18 *Equation 1 Ht:
9.10 PBW: 35.26 *Wake Effect Ht:
*ad justed for a Stack-Building elevation difference of
BldNo: 1 Bid Name : RECTANGL TierNo: 1
]
]
]
]
Drtcn: 160.00
StkNo: 1 Stk Name:STACKl
GEP: BH:
Single tier MAX: BH:
Stack Ht:
9.10 PBW: 10.18 *Equation 1 Ht:
9.10 PBW: 34.99 *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
GEP: BH:
Single tier MAX: BH:
Stack Ht:
9.10 PBW: 10.18 *Equation 1 Ht:
9.10 PBW: 33.65 *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
GEP: BH:
Single tier MAX: BH:
Stack Ht:
9.10 PBW: 10.18 *Equation 1 Ht:
9.10 PBW: 31.30 *Wake Effect Ht:
]
•adjusted for a Stack-Building elevation difference of
BldNo: 1 Bid Name: RECTANGL TierNo: 1
7.92
13.65
13.65
9.10
7.92
13.65
13.65
9.10
7.92
13.65
13.65
9.10
7.92
13.65
13.65
9.10
7.92
13.65
13.65
9.10
CANNON ROAD LIFT STATION
DHK ENGINEERS
BPIP OUTPUT FILE March 2001
PAGE 4
Drtcn: 190.00
StkNo: 1 Stk Name:STACK1
GEP: BH: 9.10 PBW: 10.18
Single tier MAX: BH: 9.10 PBW: 27.99
Stack Ht:
*Equation 1 Ht:
*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:STACKl Stack Ht:
Drtcn: 220.00
StkNo: 1 Stk Name:STACKl Stack Ht:
GEP: BH: 9.10 PBW: 10.18 *Equation 1 Ht:
Single tier MAX: BH: 9.10 PBW: 13.50 *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: 9.10 PBW: 10.18 *Equation 1 Ht:
Single tier MAX: BH: 9.10 PBW: 12.40 *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: 9.10 PBW: 10.18 *Equation 1 Ht:
Single tier MAX: BH: 9.10 PBW: 17.94 *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
GEP: BH:
Single tier MAX: BH:
Stack Ht:
9.10 PBW: 10.18 *Equation 1 Ht:
9.10 PBW: 22.93 *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: 9.10 PBW: 10.18 *Equation 1 Ht:
Single tier MAX: BH: 9.10 PBW: 27.23 *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
GEP: BH: 9.10 PBW: 10.18
Single tier MAX: BH: 9.10 PBW: 30.70
Stack Ht:
*Equation 1 Ht:
*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
7.92
13.65
13.65
9.10
7.92
13.65
13.65
9.10
GEP: BH: 9.10 PBW: 10.18 *Equation 1 Ht:
Single tier MAX: BH: 9.10 PBW: 23.84 *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: 7.92
GEP: BH: 9.10 PBW: 10.18 *Equation 1 Ht: 13.65
Single tier MAX: BH: 9.10 PBW: 18.96 *Wake Effect Ht: 13.65
*adjusted for a Stack-Building elevation difference of 9.10
BldNo: 1 Bid Name:RECTANGL TierNo: 1
Stack Ht:
7.92
13.65
13.65
9.10
7.92
13.65
13.65
9.10
7.92
13.65
13.65
9.10
7.92
13.65
13.65
9.10
7.92
13.65
13.65
9.10
7.92
13.65
13.65
9.10
7.92
CANNON ROAD LIFT STATION BPIP OUTPUT FILE March 2001
^| DHK ENGINEERS PAGE 5
4
GEP: BH: 9.10 PBW: 10.18 *Equation 1 Ht: 13.65
Single tier MAX: BH: 9.10 PBW: 33.24 *Wake Effect Ht: 13.65
<H| *adjusted for a Stack-Building elevation difference of 9.10
BldNo: 1 Bid Name:RECTANGL TierNo: 1I
I
I
I
1
3
2
Drtcn: 290.00
StkNo: 1 Stk Name:STACKl Stack Ht: 7.92
GEP: BH: 9.10 PBW: 10.18 *Equation 1 Ht: 13.65
Single tier MAX: BH: 9.10 PBW: 34.77 *Wake Effect Ht: 13.65
*adjusted for a Stack-Building elevation difference of 9.10
BldNo: 1 Bid Name:RECTANGL TierNo: 1
Drtcn: 300.00
StkNo: 1 Stk Name:STACKl Stack Ht: 7.92
GEP: BH: 9.10 PBW: 10.18 *Equation 1 Ht: 13.65
Single tier MAX: BH: 9.10 PBW: 35.24 *Wake Effect Ht: 13.65
*adjusted for a Stack-Building elevation difference of 9.10
BldNo: 1 Bid Name:RECTANGL TierNo: 1
Drtcn: 310.00
StkNo: 1 Stk Name:STACKl Stack Ht: 7.92
GEP: BH: 9.10 PBW: 10.18 *Equation 1 Ht: 13.65
Single tier MAX: BH: 9.10 PBW: 34.64 *Wake Effect Ht: 13.65
*adjusted for a Stack-Building elevation difference of 9.10
BldNo: 1 Bid Name:RECTANGL TierNo: 1
Drtcn: 320.00
StkNo: 1 Stk Name:STACKl Stack Ht: 7.92
GEP: BH: 9.10 PBW: 10.18 *Equation 1 Ht: 13.65
Single tier MAX: BH: 9.10 PBW: 34.45 *Wake Effect Ht: 13.65
*adjusted for a Stack-Building elevation difference of 9.10
BldNo: 1 Bid Name:RECTANGL TierNo: 1
Drtcn: 330.00
StkNo: 1 Stk Name:STACKl Stack Ht: 7.92
GEP: BH: 9.10 PBW: 10.18 *Equation 1 Ht: 13.65
Single tier MAX: BH: 9.10 PBW: 35.26 *Wake Effect Ht: 13.65
*adjusted for a Stack-Building elevation difference of 9.10
BldNo: 1 Bid Name:RECTANGL TierNo: 1
Drtcn: 340.00
StkNo: 1 Stk Name:STACKl Stack Ht: 7.92
GEP: BH: 9.10 PBW: 10.18 *Equation 1 Ht: 13.65
Single tier MAX: BH: 9.10 PBW: 34.99 *Wake Effect Ht: 13.65
*adjusted for a Stack-Building elevation difference of 9.10
BldNo: 1 Bid Name:RECTANGL TierNo: 1
Drtcn: 350.00
StkNo: 1 Stk Name:STACKl Stack Ht: 7.92
GEP: BH: 9.10 PBW: 10.18 *Equation 1 Ht: 13.65
Single tier MAX: BH: 9.10 PBW: 33.65 *Wake Effect Ht: 13.65
*adjusted for a Stack-Building elevation difference of 9.10
BldNo: 1 Bid Name:RECTANGL TierNo: 1
Drtcn: 360.00
StkNo: 1 Stk Name:STACKl Stack Ht: 7.92
GEP: BH: 9.10 PBW: 10.18 *Equation 1 Ht: 13.65
Single tier MAX: BH: 9.10 PBW: 31.30 *Wake Effect Ht: 13.65
*adjusted for a Stack-Building elevation difference of 9.10
BldNo: 1 Bid Name:RECTANGL TierNo: 1
Dominate combined buildings: None
a
CANNON ROAD LIFT STATION BPIP INPUT FILE March 2001
DHK ENGINEERS PAGE 1
BPIP {Dated: 95086)
DATE : 3/6/1
TIME : 4:22:41
BPIP CANNON ROAD LIFT STATION - INPUT FILE WITH ONE BUILDING AND ONE STACK.
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.
BPIP CANNON ROAD LIFT STATION - INPUT FILE WITH ONE BUILDING AND ONE STACK.
PRELIMINARY* GEP STACK HEIGHT RESULTS TABLE
(Output Units: meters)
Stack-Building Preliminary*
Stack Stack Base Elevation GEP** GEP Stack
Name Height Differences EQN1 Height Value
STACK1 7.92 9.10 13.65 65.00
* Results are based on Determinants 1 & 2 on pages 1 & 2 of the GEP
Technical Support Document . Determinant 3 may be investigated for
additional stack height credit. Final values result after
Determinant 3 has been taken into consideration.
** Results were derived from Equation 1 on page 6 of GEP Technical
Support Document. Values have been adjusted for any stack-building
base elevation differences.
Note: Criteria for determining stack heights for modeling emission
limitations for a source can be found in Table 3 . 1 of the
GEP Technical Support Document.
CANNON ROAD LIFT STATION BPIP INPUT FILE March 2001
DHK ENGINEERS PAGE 2
BPIP (Dated: 95086)
DATE : 3/6/1
TIME : 4:22:41
BPIP CANNON ROAD LIFT STATION - INPUT FILE WITH ONE BUILDING AND ONE STACK.
BPIP output is in meters
SO BUILDHGT STACK1 9.10 9.10 9.10 9.10 9.10 9.10
SO BUILDHGT STACK1 9.10 9.10 9.10 9.10 9.10 9.10
SO BUILDHGT STACK1 9.10 9.10 9.10 9.10 9.10 9.10
SO BUILDHGT STACKl 9.10 9.10 9.10 9.10 9.10 9.10
SO BUILDHGT STACKl 9.10 9.10 9.10 9.10 9.10 9.10
SO BUILDHGT STACKl 9.10 9.10 9.10 9.10 9.10 9.10
SO BUILDWID STACKl 27.99 23.84 18.96 13.50 12.40 17.94
SO BUILDWID STACKl 22.93 27.23 30.70 33.24 34.77 35.24
SO BUILDWID STACKl 34.64 34.45 35.26 34.99 33.65 31.30
SO BUILDWID STACKl 27.99 23.84 18.96 13.50 12.40 17.94
SO BUILDWID STACKl 22.93 27.23 30.70 33.24 34.77 35.24
SO BUILDWID STACKl 34.64 34.45 35.26 34.99 33.65 31.30
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