ML20245L360
| ML20245L360 | |
| Person / Time | |
|---|---|
| Site: | Vermont Yankee File:NorthStar Vermont Yankee icon.png |
| Issue date: | 06/28/1989 |
| From: | Capstick R VERMONT YANKEE NUCLEAR POWER CORP. |
| To: | NRC OFFICE OF INFORMATION RESOURCES MANAGEMENT (IRM) |
| References | |
| BVY-89-59, NUDOCS 8907050464 | |
| Download: ML20245L360 (125) | |
Text
_ _ -
VERMONT YANKEE
. NUCLEAR POWER CORPORATION Ferry Road, Brattleboro, VT 05301-7002 y
ENGINEERING OFFICE
{
580 MAIN STREET June 28, 1989 DOLTON. M A 01740 1
BVY 89-59 (so83 m4m I
United States Nuclear Regulatory Commission Washington, DC 20555 j
i Attention: Document Control Desk i
heference: License No. DPR-28 (Docket No. 50-271).
.j
Subject:
Request to Routinely Dispose of Slightly Contaminated Septic i
Waste in Accordance 'with 10 CFR 20.302(a) f
Dear Sir:
In accordance with the criteria of the Code of Federal Regulations, Title 10, Section 20.302(a) ( 10 CFR 20. 302 ( a ) ), enclosed please find the subject application for the disposal of very low leve1' radioactive f
waste materials. Vermont Yankee Nuclear Power Corporation (Vermont j
Yankee) hereby requests'NRC approval of the proposed procedures for j
the disposal of slightly contaminated septic waste generated at the Vermont Yankee Nuclear Power Plant in Vernon, Vermont.
This application specifically requests approval to dispose of septic tank waste, contaminated at minimal levels, which have been or might be generated through the end of station operations at the Vermont Yankee Nuclear Power Plant. The proposed raethod of disposal is for the on-site j
land spreading in designated areas in compliance with State of Vermont j
l health code requirements for septic waste.
Disposal of this weste
{
in the manner proposed, rather than at a 10CMR Part 61 licensed facility would save Vermont Yankee not only substantial cost, but also valuable I
disposal site space which would then be available for wastes of higher l
radioactivity levels.
Disposal as radioactive waste would require j
treatment of the biological aspects of the septage and solidification l
to a stable waste form, thereby increasing the volume substantially.
1 i
A radiological assessment and proposed operational controls, based upon the continued on-site dispossi of septic waste as presently contained in the plant's septic tanks, are detailed in Attachments 1 and 2.
Based upon this analysis, Vermont Yankee requests approval to dispose of septic tank waste on-site by land spreading in such a manner that the radioactivity concentration limit in any batch of septage to be spread does not exceed one-tenth of the MPC values listed in 10CFR20, Appendix B, Table II; and the combinod radiological impact for all disposal operations shall be limited to a total body or organ dose
]
of a maximally exposed member of the public of less than one mrem / year (less than 5 mrem / year to an inadvertent intruder).
' l l
8907050464 890628 I
l PDR ADDCK 05000271 l
p_
PNU j
i
i
)
i United States Nuclear Regulatory Commission
)
I June 28, 1989 Page 2 i
1 i
i Due to our expected need to utilize the proposed methodology of land I
application of septic waste on-site during the spring of 1990, we request your review and approval of this proposed disposal method by the end of the first quarter of 1990.
1 We trust that the information contained in the submittal is sufficient; however, should you have any questions or require further information l
concerning this matter, please contact this office 1
l Very truly yours, 1
VERMONT YANKEE NUCLEAR POWER C RPORATION j
1
,7 i
y ar z)" "'
(-
)
Robert W.
Caps ick, Jr.
j Licensing Engineer
)
J 1
I MSS /emd l
Enclosures cc: USNRC - Region I USNRC - Resident Inspector, VTNPS l
i
y I
l I
J
]
)
l l
j l
l 1
ATTACHMENT 1 i
t i
VERMONT YANKEE NUCLEAR POWER PLANT i
i APPLICATION FOR APPROVAL TO ROUTINELY DISPOSE OF j
1 SEPTIC WASTE WITH MINIMAL LEVELS OF RADIOACTIVITY-j i
6677R
AIIACEMI_1 VERMONT YANKEE NUCLEAR POWER PLANT 3
Application for_ Approval to Routinelv Dispose of B
Septic Waste With Minimal Levels of Radioactivity
1.0 INTRODUCTION
Vermont Yankee Nuclear Power Corporation (Vermont Yankee) requests i
approval, pursuant to 100FR20.302(a), of a method proposed herein for the routine disposal of slightly contaminated septic tank waste. Vermont Yankee E
proposes to dispose of this waste by spreading it on designated areas within the plant's site boundary fence. This application addresses specific information requested in 10CFR20.302(a).
2.0 WASIE_ STREAM DESCRIPTION The waste involved in this application consists of residual solids and I
water associated with the sewage collection system at Vermont Yankee. The plant's sewage systems are of the septic tank and disposal field type. The two systems servicing the majority of the plant's sanitary waste are identified as (1) main septic system and (2) the south sewage disposal system.
The main septic system (design flow capacity 4,950 gallons / day) consists of a wastewater lift station, septic tank, and dual alternating disposal fields located on the north side of the plant. This system services 2
the main complex of buildings central to the plant and processes approximately I
3,500 gallons of wastewater per day. The septic tank, shown in Figure (1),
will typically contain 9.250 gallons of septage.
1-Tne south sewage disposal system is a newly-installed (January 1989)
Eg pressurized mound system, which is used in lieu of the construction office building (COB) holding tank that had previously serviced the lavatory
~
facilities on the south end of the plant. The new system is composed of a septic tank (5,700 gallon capacity, see Figure 2), pumping station, and pressurized mound disposal field. When dosing the field, a force main r
pressurizes the disposal field's piping system with the septic tank effis.ent, which distributes throughout the ficid. The south sewage disposal system has 1-1 6677R m_,
I the design flow capacity to process 4,607 gallons of wastewater per day. The
.I system is typically loaded at approximately 2,500 gallons per day during normal plant operations. Figure (3) indicates diagrammatically the flow of both potable and wastewater throughout Vermont Yankee.
Both the main septic system and the south sewage disposal system's septic tanks collect waste from the plant's lavatories, showers, kitchens, and janitorial facilities outside the Radiological Control Area (RCA). No radioactivity is intentionally discharged to either of the septic systems.
However, plant investigations into the source of low levels of contamination found in septic waste have identified that very small quantities of radioactive materials, which are below detection limits for radioactivity releases from the RCA, are carried out of the control area on individuals and accumulate in the septic waste collection tanks by way of floor wash water, showers, and hand washing. As a means of minimizing the transport of radioactive materials into the septic collection tanks, the primary source of the radioactivity (i.e., floor wash water) is now poured through a filter bag I
to remove suspended solids and dirt before the water is released into a janitorial sink.
The majority of the radioactivity found in waste sludge has been associated with the main septic tank.
Grab samplos of sludge from the bottom of the COB and main septic tank were analyzed by gamma spectroscopy with the E
following results of plant-related radionuclides:
5 Activity Concentration IEotope
+1 Sigma (pCi/kg Wet) g COB Sludge Cs-137 10.3 i 1.8 (June 8, 1988)
Co-60 45.4 i 3.1 E
Main Tank Sludge Mn-54 39.3 3 4.3 g
(June 8, 1988)
Co-60 853.0 i 12.0 Zn-65 52.7 i 8.2 Cs-134 13.0 1 2.2 g
Cs-137 120.7 5.2 Ma 1-2 6677R
The principle radionuclides is Cobalt-60, which accounts for 793 of the plant related activity in the septage samples.
In comparison to in-plant smear samples taken for 10CFR61 waste characterizations, the septage sample from the main tank correlates very close with the distribution of radionuclides identified in-plant as shown below:
Relative Isotopic Distributions Igniopg In-Plant SERAra Main Tank Sludge Mn-54 3.6%
3.6%
Co-60 81.5 79.1 Zn-65 3.8 4.9 Cs-134 0.4 1.2 Cs-137 10.3 11.2 Additional analyses of the main tank septage showed that the liquid 5
portion of the collected sample did not contain any plant-related activation or fission products, and that essentially all of the activity in the waste was associated with the solid sludge fraction. The average density of the collected sludge was found to be approximately equal to that of water, with a wet to dry ratio of 25.4 to 1.
Both the liquid and solid fractions of the main tank septic waste were also analyzed for strontium with no detectable activity found. The liquid portion of the waste sample was also analyzed for tritium with no activity above the minimum detectable levels found. Appendix A to Attachment 2 contains the laboratory analysis reports of the samples taken from the COB and main septic tanks.
Prior to identification of the plant-related radioactivity in septage waste, the COB holding tank was being pumped on the cverage of twice per week, with the sludge and waste liquid transported off-site primarily to the Brattleboro, Vermont, sewage treatment facility. Waste from the main septic tank was being pumped and transported off-site for disposal on the average of twice per year.
1-3 6677R
i With the replacement of the COB holding tank by the new south sewage
)
disposal system, and the requested implementation of on-site land disposal of j
accumulated septic waste, the frequency of collection tank pump-outs with land application of.the waste is expected to be once per year. With the past pump-out frequency of the main tank being every six months, the accumulation of sludge at the bottom of the tank was well below its design capacity.
During the 1988 sample collections, it was estimated that the sludge thickness was less than 1 foot of its 6-foot depth. However, for conservatism in the radiological evaluations, it is assumed that the sludFe layer in the main 1
septic. tank and south disposal tank occupies 30% of their combined design
)
volume, and that the frequency of pump-outs is semiannual as opposed to the expected annual cycle. Also, as noted above from laboratory-analyses of the j
sludge layer taken from the bottom of the main tank, the average density of the tank contents is approximately equal to that of water, with a wet-to-dry ratio of 25.4 to 1.
Hence, the weight of solids (W,gy) being disposed of is estimated, for purposes of this bounding dose assessment, to be approximately:
i
)
y = 14,950 [ gal] x 3,785.4 [cc/ gal] x 10-3 [p fcc) g W
x 0.30 [ solids fraction] x (1/25.4) [ dry / wet ratio]
- 700 [kg) per pump-out of both tanks 1
or, 1,400 kg of dry solids per year.
i 3.0 DISPOSAI, METHOD Approval of this application will allow Vermont Yankee to dispose of septage by utilization of a technique of land spreading or surface injection in a manner consistent with all applicable state of Vermont health regulations regarding disposal of septic waste. Details of the chemical and biological controls necessary to satisfy state health code requirements are provided in Reference 5.
I 1
The septage will be spread or surface injected on land areas owned by Verront Yankee and situated within the plant's site boundary. Transportation l
of the septage waste to the disposal areas will involve pumping from one of the septic waste collection tanks (i.e., main septic tank, COB holding tank, 1-4 6677R I
I new replacement COB septic tank, or from any other on-site septic waste collection point) into an enclosed truck-mounted tank. The enclosed tank truck is used to prevent spillage while in transit to the disposal areas. The septage will be transported to one of the twc disposal sites designated for land application for septage from Vermont Yankee, and applied at a fixed rate based on either limitations imposed by the state of Vermont for heavy metals or organic content of the waste, or en the radioactivity content such that projected maximum individual doses will not exceed established dose objectives.
3.1 Septic Waste Disporal frocedure Gamma isotopic analysis of septic waste shall be made prior to each disposal by obtaining a representative sample from each tank prior to pump-out. At least two septic waste samples will be, collected from each tank to be pumped by taking a volumetric column of sludge and waste water which allows for analysis of the solid's distribution and content from top to bottom of each tank. The weight percent of solid content cf the collected waste will be determined and applied to the gamma isotopic analysis in order to estimate the total radioactivity content of each tank to be pumped and spread on designated disposal fields.
These gamma isotopic analyses of the representative samples will be performed at the environmental Technical Specification lower limit of detection (LLD) requirements for liquids (see Technical Specification Table 4.9.3) in order to document the estimation of radiological impact from septage disposal.
The radionuclides concentrations and total radioactivity identified in the septage will be compared to the concentration and total curie limits established harein prior to disposal. The methodology and limits associated with determining compliance with the disposal dose and activity criteria are described in Attachment 2.
If the concentration and total activity limits are met, compliance with the dose assessment criteria will have been demonstrated since the radiological analysis (Section 4.5 and Attachment 2) was based on evaluating tne exposure to a maximally exposed individual and inadvertent intruder af ter the accumulation of twenty years of periodic semiannual i
1-5 6677R
3 spreading of the septic waste on a single (2 acre) plot within one of the designated disposal areas.
If the activity limit per disposal area is projected to be exceeded, the appropriate exposure pathways as described in Section 4.5 will be evaluated prior to each additional application, or a separate plot within the designated disposal area will be utilized.
I Annually, for years in which disposal occurs, the potential dose impact from disposal operations conducted during the year, including the impact from l
previous years, will be performed and results reported in the plant's Semiannual Radioactive Effluent Release Report which is filed after January 1.
All exposures will be assessed utilizing the methodology described in Attachment 2.
The established dose criteria requires that all applications of septage within the approved designated disposal areas shall be limited to ensure the dose to a maximally-exposed individual be maintained less than 1 mrem / year to the whole body and any organ, and the dose to the inadvertent intruder be maintained lers than 5 mrem / year. The total activity based on the measured radionuclides distribution for any single disposal plot is not expected to exceed the following:
Maximum Accumulated Radioactivity Allowed Per Acre Isotope Qg W
Mn-54 1.4 Co-60 120.0 Zn-65 1.4 Cs-134 0.7 Cs-137 46.5 If any of the above radionuclides are projected to exceed the indicated activity values, then dose calculations will be performed prior to spreading, in accordance with the methods detailed in Section 4.2.2 of Attachment 2, to make the determination that the dose limit criteria will not be exceeded.
1-6 6677R
The concentration of radionuclides in any tank of septic waste to be disposed of will also be limited to a combined Maximum Permissible Concentration of Water (MPC) (as listed in 10CFR, Part 20, Appendix B.
Tcble II, Column 2) ratio of less than or equal to 0.1.
For radiological control, each appli: ation of septage will be applied on the designated land area by approved plant procedure which adheres to the following assumptions which were used in developing the dose impact:
J o
During surface spreading or injection, the septage, and any
)
precipitation falling onto or flowing onto the disposal field, shall not overflow the perimeter of the designated area.
Septage shall not be surface spread or injected into the top 6-inch o
j soil layer within 300 feet from any drinking water well supply.
i o
Septage shall not be surface spread closer than 300 feet from the nearest dwelling or public building (or within 100 feet Jf injected into the top 6-inch surface layer).
Septage shall not be surface spread closer than 50 feet (or within o
25 feet if injected into the top 6-inch surface layer) from any roads or site boundary adjacent to land areas.
Septage shall not be surface spread within 100 feet (or within o
50 feet if injected into the top 6-inch surface layer) of any surface water (rivers, streams, drainage ditches).
o Low areas of the approved fields, subject to seasonally high groundwater levels, are excluded from the septage application.
In addition to the radiological controls to limit the total accumulation of radioactive materials released by septic waste spreading, state of Vermont health code requirements will be followed to ensure the protection of the public and environment from chemical and biological hazards. The application rate and acreage will be determined prior to each 1-7 6677R 1
disposal operation. This will vary with the chemical composition of the septage, the percent solids, and the radioactive concentrations.
3.2 Administrative Procedures
(
Complete records of each disposal will be maintained. These records will include the concentration of radionuclides in the septage, the total l
volume of septic waste disposed, the total activity in each batch as well as l
total accumulated on the disposal plot at time of spreading, the plot on which the septage was applied, and the results of any dose calculations required.
I The annual disposal of septage on each of the approved plot areas will be limited to within the established dose, activity, and concentration criteria noted above, in addition to limitations dictated by chemical and biological conditions. Dose guidelines, and concentration and activity limits, will be maintained within the appropriate values as detailed in.
Any farmer using land which has been used for the disposal of septic waste will be notified of any applicable restrictions placed on the site due to the land spreading or injection of waste.
4.0 EE LUATION OF ENVIRONMENTAL IMPACT 4.1 Site t' characteristics 4.1.1 Cite Topography The proposed disposal sites consist of two fields located on the Vermont Yankee Nuclear Power Plant site, which is located on the west bank of the Connecticut River in southwestern Vermont at latitude 42 degrees, 47 minutes north and longitude 72 degrees 31 minutes west. Both fields are on plant property within the site boundary and surrounded by a chain link fence.
1-8 6677R
Site A contains an approximate eight-acre parcel of usable land 1
centered approximately 2,200 feet northwest of the Reactor Building.
Site B contains about two acres and is centered approximately 1,700 feet south of the Reactor Building. The usable acreage of both the north and south disposal s
fields is restricted to those areas which have no slopes greater than five percent to limit surface runoff. A radiological assessment based on the 1988 measured radioactivity concentrations in sludge has determined that a single two-acre plot would be sufficient for the routine disposal of septage 3
f for twenty years without exceeding the dose criteria to maximum exposed j
l individual or inadvertent intruder. As a result, the~eight-acre' field to the northwest could be divided into four disposal plots, with the two-acre site at j
the south end of the plant site, providing a fifth plot. A portion of the United States Geological Survey topographic map (Brattleboro quadrangle),
showing the plant site, is presented in the Final Safety Analysis Report (FSAR) as Figure 2.5-1.
A plan map showing the plant site and the disposal sites is given on Figure 4.
The sites are located along a glacial terrace on the west side of the Connecticut River.
This terrace extends about 3,000 feet west rising' gently and then more abruptly to a higher terrace and then to dissected uplands.
Distance to the east from the disposal sites to the river is at least 100 feet if septage is disposed of by surface spreading within the designated areas, or 50 feet if septage is injected directly into the soil.
Relief of the proposed disposal sites is low, with elevation ranging between 250 feet and 265 feet (ms1). Mean water surface elevation of the adjacent river is about 220 feet.
l The topographic character of the site and surrounding area is compatible with this use.
The spreading of septage at these locations will have no effect on the topography of the area.
l i
i 1-9 6677R j
s j
E
4.1.2 Site Geology Profiles of site exploratory borings are shown in the FSAR in Figures 2.5-8 through 2.5-11.
Current site characteristics as determined from a recent detailed site investigation can be found in Reference 5.
1 Composition of surfacial materials is compatible with the proposed use of the site for septic waste disposal.
l I
4.2 Area Characteristic,E 4.2.1 Meteorology The site area experiences a continental-type climate with some modification due to the marine climate which prevails at the Atlantic seacoast 1
to the east. Annual precipitation averages 43 inches and is fairly evenly distributed in each month of the year.
Potential impacts on septic vaste disposal include occasional harsh weather:
ice storms, severe thunderstorms, heavy rains due to hurricanes, the possibility of a tornado, and annual snowfall of from 30 to 118 inches per year.
In addition, frozen ground can occur for up to 4 months of the year.
Septage spreading will be managed by written procedure such that material which is spread or a mix of that material with precipitation will not overflow the perimeter of the disposal site.
Additional information on meteorology of the site can be found in Section 2.3 of the Final Safety Analysis Report.
4.2.2 Hydrology Hydrology of the site and local area is tied closely to flow in the adjacent Connecticut River. River flow is controlled by a series of hydroelectric and flood-control dams including the Vernon Dam which is about 3,500 feet downstream of the site.
1-10 6677R
All local streams drain to the Connecticut River and the site is in the direct path of natural groundwater flow from the local watershed easterly toward the river.
Site groundwater level is influenced by both precipitation and changes in the level of ponding of the Connecticut River behind the Vernon Dam due to natural flow or dam operation.
1 Flood flows on the Connecticut are controlled by numerous dams including five upstream of the site. Elevation of the 100-year flood is about 228 ft (ms1); and, thus, well below the elevation of the proposed site which ranges from about 250 to 265 feet (ms1). The 100-year flood level is based on information presented in Refersaces (1) and (2).
Septage disposal by means of land spreading on the proposed site will have no adverse impact on area hydrology.
Further information about site hydrology is in Section 2.4 of the FSAR.
4.3 Water Usage 4.3.1 S.urface Water The adjacent Connecticut River is used for hydroelectric power, for cooling water for the Vermont Yankee plant, as well as for a variety of recreational purposes such as fishing and boating. The Connecticut River is not used as a potable water supply within 50 miles downstream of the plant.
Locally, water from natural springs are used for domestic and farm purposes. FSAR Table 2.4.5 and Figure 2.4-2 chow springs used within a 1-eile radius of the site. FSAR Table 2.4.4 and Figure 2.4-1 show water supplies with surface water sources which are within a ten-mile radius of the site.
There will be no impact on surface water usage or quality as a result of septage disposal due to the required separation distances between surface waters and the disposal plots.
1-11 6677R
E 4.3.2 Groundwater I
Based on a review of groundwater measurements in various site borings presented in the FSAR and References 3 and 5, an upper estimate of groundwater levels at the plant is about 240 feet.
Considering the proximity of the Connecticut River and Vernon Pond, with a mean water surface elevation of I
220 feet, this estimate for the groundwater level appears to be reasonable.
Given the topography of the proposed disposal sites, it is highly unlikely that the groundwater level will be within 3 feet of the disposal area surface elevation. Prior to each application of septic waste to a disposal plot, the groundwater level in nearby test wells will be determined and no application will be allowed if the groundwater level in the vicinity of the disposal plot is found to be less than 3 feet.
Groundwater provides potable water for public wells as shown in FSAR I
Table 2.4.5 and Figure 2.4-1.
Groundwater flow in the vicinity of the proposed disposal sites is towards the Connecticut River. There are no drinking-water wells located between the site and the river. Therefore, it is highly unlikely that any drinking water wells could be affected by septage disposal. FSAR Figure 2.4-2 and Table 2.4-5 present information on private wells near the plant.
The Vermont Yankee on-site wells provide water for plant use. This supply is routinely monitored for radioactive contamination.
To quantify the impact of septage disposal on the Connecticut River, a conservative groundwater / radionuclides travel time analysis was performed. For an assumed average trave) distance of 200 feet from the disposal site to the river, a groundwater travel time of 408 days was estimated from Darcy's Law.
2 This estimate is based on a permeability for the glacial till of 10 gpd/ft.
a hydraulic gradient of 0.11 ft/ft, and a soil porosity of 0.3.
This analysis conservatively assumed that the septage placed on the ground was immediately available to the groundwater.
In practice, a minimum of 3 feet separation between groundwater and the surface will be required at time of application of the septic waste.
1-12 6677R
Due to ionic adsorption of the radionuclides on solid particles in the groundwater flow regime, most radionuclides travel at only a small fraction of the groundwater velocity.
For the radionuclides present in the sludge, retardation coefficients were developed from NUREG/CR-3130 (Reference 4).
Retardation coefficients for Co-60, Cs-137, and Cs-134 were directly obtained l
from NUREG/CR-3130. The coefficients for Zn-65 and Mn-54 were conservatively I
estimated using NUREG/CR-3130 as a guide. The radionuclides, their half-lives, retardation coefficients, and their travel time to the river are summarized in Table 1.
l TABLE 1 Radionuclides Travel Times i
l Retardation Travel Time Badionuclide Half Life Coefficient to River Co-60 5.3 years 860 961 years Cs-137 30.2 years 173 193 years Os-134 2.1 years 173 193 years Zn-65 244 days 3
1,224 days Mn-54 312 days 3
1,224 days The radiologira1 impact on the river for the radionuclides reaching the river under thic conservative analysis is discussed in Attachment 2.
Water usage of the Connecticut River downstream from the disposal area is limited to drinking water for dairy cows, irrigation of vegetable crops, and irrigation of cow and cattle fodder.
Based on the assessments noted above, it is concluded that groundwater sources will not be adversely impacted as a result of septage disposal on the proposed site, 4.4 Land Ugr Both the eight-acre and two-acre sites proposed for the disposal areas are currently part of the Vermont Yankee Nuclear Power Plant Site inside the plant's site boundary which is enclosed by a chain link fence.
It is 1-13 6677R
I undeveloped except for transmission line structures which traverse a portion of the northern disposal area. Development potential is under the control of Vermont Yankee. At present, the eight-acre site on the north end of the plant property is used by a local farmer for the growing of feed hay for use with his dairy herd. No curtailment of this activity as a result of the low levels of radioactivity in septage will be necessary.
Utilization of the proposed sites for septic waste disposal will result I
in no impact on adjacent land or properties because of the separation of the disposal plots from off-site properties, the general movement of groundwater toward the river and away from adjacent land areas, and the very low levels of radioactive traterials contained in the waste. Administrative controls on spreading and the monitoring of disposal area conditions will provide added assurance that this proposed practice will not impact adjacent properties.
l i
4.5 Radiological Impact In addition to state of Vermont limits imposed on septage spreading, based on nutrient and heavy metal content, the amount of septage applied on
{
each of the proposed disposal plots will also be procedurally controlled to insure doses are maintained within the stated limits. There limits are based on NRC Nuclear Reactor Regulation (NRR) staff proposed guidance (described in AIF/NESP-037, August 1986). The proposed dose criteria require that the maximally exposed member of the general public receive a dose less than 1 I
mrem / year to the whole body or any organ due to the disposal material, and j
less than 5 mrem / year to an inadvertent intruder.
To assess the doses received by the maximally-exposed individual and the inadvertent intruder, six potential pathways have been identified. These include:
I (a) Standing on contaminated ground.
I (b) Inhalation of resuspended radioactivity, I
1-14 6677R LI l
L_ _ --_
(c) ' Ingestion of leafy vegetables, (d). Ingestion of-stored vegetables, (f) Ingestion of meat, and 1
(g) Ingestion of milk.
'The liquid pathway was also evaluated and determined-to be insignificant. Both the maximum individual and inadvertent intruder are assumed to be exposed to these pathways with difference between the-two related to the occupancy time. The basic assumptions used in the radiological analyses include:
I (a) Exposure to the ground contamination and to resuspended l
radioactivity is for a period of 104 hours0.0012 days <br />0.0289 hours <br />1.719577e-4 weeks <br />3.9572e-5 months <br /> per year during Vermont Yankee active control of the disposal sites, and continuous hereafter. The 104-hour interval being representative of a t
farmer's time on a plot of land (4 hours4.62963e-5 days <br />0.00111 hours <br />6.613757e-6 weeks <br />1.522e-6 months <br /> per week'for 6 months).
(b) The septic tanks are emptied every 6 months.
(Expected practice-is to pump septic tanks once per year.).
(c) The tank radioactivity remains cona,Lant at the currently determined level. To account for the uncertainty associated with the counting statistics, the measured activity concentrations listed in Section 2 were increased by 3 sigmas. That is, the activity concentrations employed in dose assessment and the total' radioactivity content per pump-out (at 700 kg of solids per batch)
I are as follows:
1 1-15 6677R
3 Upper-Bound Activity-Upper-Bound Activity Isotops Concentration Ipci/kg drvl Content ICi/ tankful)
Mn-54 1,348 9.036E-07 Co-60 23,060 1.614E-05 Zn-65 1,620 1.134E-06 Cs-134 322 2.254E-07 Cs-137 4,100 2.870E-06 l
l (d) The radiation source corresponds to the accumulation of radioactive material on a single plot (two-acre) within the l
proposed disposal sites ovc a period of 20 years (40 applications at 6-month intervals).
(In actuality, the proposed sites will l
accommodate more than one disposal plot, and, in practice, more I
than one plot will most probably be used with an application frequency of once per year.)
(e) For the analysis of the radiological impact during Vermont Yankee active control of the disposal sites, all dispersed radioactive material remains on the surface and forms a source of unshielded radiation.
(In practice, the septic waste will be either surface spread or directly injected within the top 6 inches of the disposal plot, in which case, the radioactive material will be mixed with the soil. This, in effect, would reduce the ground plane source of exposure by a factor of about four due to self-shielding.)
(f) No radioactive material is dispersed directly on crops for human or animal consumption, crop contamination being only through root uptake.
(g) The deposition on crops of resuspended radioactivity is insignificantly small.
I l-16 6677R
(h) Pathway data and usage factors used in the analysis are the same as those used in the plant's ODCM assessment of the off-site radiological impact from routine releases with the exception that the fraction of stored vegetables grown on the disposal' plots was conservatively increased from 0.76 to 1.0 (at present no vegetable crops for direct human consumption are Brown on any of the proposed disposal plots).
l l
(i) It is conservatively assumed that Vermont Yankee relinquishes control of the disposal sites after the fortieth pump-out (i.e.,
the above source term applies also for the inadvertent intruder).
I (j) For the analysis of the impact after Vermont Yankee control of the I
sites is relinquished, the radioactive material is plowed under and forms a uniform mix with the top six inches of soil; but, nonetheless, undergoes resuspension at the same rate as surface contamination.
From radiological impact assessments associated with the disposal of septage on different plot sizes (Attachment 2), it was determined that a single two-acre plot within the disposal sites would accommodate the 1 mrem / year prescribed dose to the critical organ of the maximally exposed individual for a period of up to 20 years, as well as the 5 mrem / year prescribed dose to the inadvertent intruder af ter control is assumed to be relinquished. The calculated potential radiation exposures following the spreading of 40 combined (main septic system and south disposal system) tankfuls (at six-month intervals) on a single two-acre plot are as follows:
Control of Disposi Sites Radiation ExpoEnte Individual / Organ Controlled by VYNPS 0.1 mrem /yr Child /Whole Body (Maximum Exposed Individual) 0.2 mrem /yr Maximum Child / Liver Uncontrolled 1.3 meem/yr Adult /Whole Body (Inadvertent Intruder) 3.9 mrem /yr Maximum Teenager / Lung 1-17 6677R
The individual pathway contributions to the total dose at the end of the 20-year accumulation of waste deposited on a single two-acre plot are as listed below:
Pathway-Dependent Critical Organ Doses Maximally Exposed Inadvertent Intruder Individual / Organ Critical Individual / Organ
'(Child / Liver)
(Teenager / Lung)
Pathway (mrem /vear)
(mrem /vear)
Ground Irradiation 0.0576 1.16 Inhalation 0.00122 2.74 Stored Vegetables 0.0913 0.00601 Leafy Vegetable 0.00467
_0.00040 l
Milk Ingestion 0.0421 0.00229 l
Meat Ingestion 0.00249 0.00012 TOTAL 0.1994
-3.909 1
In addition, an isotopic breakdown of the critical organ dose results listed above is shown in the following table:
Isotopic Breakdown of Maximum Radiation ExposuteE Radioactivity Exposure Description Isot $s fuci/2 Acresl Imrem/vtl During Vermont Yankee Mn-54 2.831 0.000436 control of the Co-60 235.3 0.0559 disposal sites.
2n-65 2.801 0.0230 Maximally Exposed Cs-134 1.457 0.00231 Individual / Organ:
Cs-137 92.59 0.118 Child / Liver TOIAL 0.199 After Vermont Yankee Mn-54 2.831 0.0144 control of sites is Co-60 235.3 3.76 relinquished.
Zn-65 2.801 0.00983 Inadvertent Intruder Cs-134 1.457 0.000505 Critical Individual /
Cs-137 92.59 0.1247 Organ: Teenager / Lung TOTAL 3.91 1-18 6677R
Of interest are also' derived dose conversion factors which provide a stans of ensuring septage disposal operations within the prescribed r:diological guidelines. 'The critical-organ (worst-case) all-pathway values per acre are as follows:
All-Pathway Critical-Draan Dosg Conversioq_lgetors During Vermont' Yankee Control of Disposal Sites Exposure Isotope Individual /Orman Imrem/vr-uci/acrel l
Mn-54 Adult /GE-LLI 3.74E-4 Co-60 Teenager / Lung 7.14E-4 Zn-65 Child / Liver 1.64E-2 Cs-134 Child / Liver 3.18E-3 Cs-137-Child / Bone 2.66E-3 The calculational methodology and details of the radiological assessment and proposed operational controls on~ total activity and concentration of s<aste to be disposed are presented in Attachment 2.
5.0 RADIATION PROTECTION The disposal operation will follow the applicable Vermont Yankee procedures to maintain doses as low as reasonably achievable ar.d within the specified-dose and release concentration criteria.
i l,
l 1-19 6677R i
1
.)
._ J
REFERENCES 1.
Flood Insurance Study, Vernon, Vermont, Windham County, FEMA, Community No. SP0137 July 25, 1980.
2.
Flood Insurance Study, Town of Hinsdale, New Hampshire, Cheshire County, FEMA, Community No. 330022, October 15, 1980.
3.
Vermont Yankee Well Development Evaluation by Wagner, Heindel, and Noyes, Inc. July 10, 1986.
4.
NUREG/CR-3130, Influence of Leach Rate and Other Parameters on l
Groundwater Migration, by Dames & Moore, February 1983.
1 5.
Vermont Yankee Fuclear Power Corporation On-Site Septage Disposal Plan, i
1 by Wagner, Heindel, and Noyes, Incorporated, June 1989.
1-20 6677R
- _ - - - _ ~ _ - _ _ _ _ _
FIGURE 1 MAIN SEPTIC TAN 1; ENLA%E D OY3T&M PL AN
.ScA4C f / **. FO '
s. s~
<... V.
. s.. ),,.
,o.a-s L a. e.,
s.
,..,,. -- --- -_.. -y,
s I
[--
),,
s u
f.;v'.
<- l r,
Cv,- l rrn
,7 j
t m-e o
g-l roa i
,.c
?
I
~ ~ ~ ". Lh,j.t. - -
_ - _ _ _L 1 q.$bJ I
.~... - Q b.,. 3.,.e. c.r
, om> - to l
c.aa,,a..,~ ~ <1< ~.,-
.,,..,,u.=.,....... ~,..,..
.s se a..a s c..
o a ses.rw,.,
r r
=n m s.. u,,,,..,
NL A. N s.n., m.+G,3 Or WO.a.hD aa s s...
~ >..a i.esa
- .A r O !
.,,,.h a
g g g,,,
.m..w n, %me. r.<
y,
.~s(arep.r.r.rna er e, m.),
1c
- s.,,.,, g
(
-r
, rp
.... ; **"
- a'
.Q h * -- -.
.{'_{"".,
l
- U.,\\
< *.j **$. ;
'*[1C..!hr.r:. / 6 r, s
,s g
Oi e<f.w.e klI s-a..m. uo s,-a,m ses) l';~.
. '. X j'
~
.',,7
- c
/
l u..
m-
=.
sa.a o w e < w
. 'l
., a,.m
.sa
. ;..- l.
? e.,.a,, -
m.
r*
a
.1
,-9 m,m,d s.=.44
._.L,. r,
.n.
8l' Md
=
a mu
.r--
~
]'
/
se. e
.a c,s e.s t Ps.6.a...
.a... a.... e.
u.., a.
-.y.. '.,
u.
~
e
_. t.
~
- J_. h.
.O..'.:".*w,'.g.,o. ~t, W rS.. W..
.s m
~
(',,5,,*J a - * )
d
_l
... a
.\\-
,+X
<r
,, m. ~, cm 3 4 4 pw meap. -n 0
t.'*!IMI 1.a.'.*:",%'M:M'.
n.,~w..n, w, 5 e,,
au.
us aa a.s r.,s. s.s u e..a.<,
~ e P o or-st E BEC.TIQh' X X MOOtFICATIONS TO EXf3nNG b". PDC TANK AND CHAM 6&Rb
~rrou~e
.oc va ma._..
a E C. LWO. GISiLO1 f OR DET AILS 08 ORtGe*d AL SEPTIC TAHE '
J
'w
e 2
(
t GE
'L N
2 a
A E
A A
E A
SP s nF 4
4 4
T T
R S
C
. r_
RO vS U
O A
G P
F_
f I
I S
B. O 3
e T
F I
L v_-
1 s, -
P E
- li 4.
Z H
DI
~
D E
'C 4ll S
D 2
t T
AS e
)
U Z
S
=
O
(
S e.
\\
7
- - b -
e t
6 T
3-A' 2
m.
-2 ll
.a L
.. = j
_t n
' o 3
~
o i -
?
o i
3' -
tt E-Tyv E
c L
n, E O
otCv M
o V
RE B A
A t_
l t
A O
_eEy
~
G sR.
i uCrs E
(
nFE 4
s L
-o 0
. ~
L
{!
a,I 8
l:7 o
W A
~
- i8*4 8
- r 6
i iI, I
ol
'3 3"
+
7I m
l lr l l I
u I
3#'D j
s e
x t
c z
i.
o l
4_m
.o
- w g
)ri Ni4."
-T~ u el
- wh _l
[
.=li
~
l
. 4 e.
l L
4V r
J
/ 1 L f
I.
_~
r s/
~
C
'-;Eo a
s 2
2 T Po e.
I 2
4 oI L e P. r S
s 5
e e
stL t L
c t
E t
E 3
aD v
s C
t' O
y sBo H.
c E
t t
t t
21 t
sRA A
t g
A4 uC1 n
t RF O
G
'4 i
2 3
2(
l QE W
T O
E L
M F
R M
E R
T E
A A
T W
W A
E I'
W L
C 3
B E 2
IAP E
T NI E
D A
T T
T S T O A O
N ME R
S P W P S
U A
G W
E I
G E
F D
T E
,S N
A A
E SMGW UOIN OOD2 E
L J' -
HRL E
I L
O-R UE B
ANN BT A
A W
G T
I O
W MD P
E DN 1
N AA D
l 4
W T
S E
W f,
D L
B O
A C
L
/
ENE Mr T
tO
/
N aTM i
N E
t 2
/
~
T H e
3 O C Ea_
- I '
I i
T R
o H
l U
u t
T w
E r
?._
M S
O A
O OW T
R D
2 A
N I'
'I i
R AW R
rW E*
u J1N P
T a
A W
p a
t t
7 x
8A u
e T
w O
p P
1 s
s' C
s I
N P
m O
T D G E
V CENL S
UCIDL TmI R
L E
S W
R -
SoU E
N B
=
O m
O T
C S
s' f
f
=
T
=
SE W
H N
o T
R U
D O
O C G NTE N
EUU R=I RNS S
U I
~
D JHO 1
L
& H l
l S U N B C
I; j s l
1 1 I i1 4 i '
li
'l
's t i
',,tl 1
o C
E S
U 4
O 1
w H
H w
El l t '
iy,i-C E
p R
T E
A A
T G
W c
=
Q A
y 3
E l
c TAG
'e C
c k
7, ft"a I
e/
T n
P
//
I ES z8 f1fl
,/
\\o l
\\
x\\
a
\\
so
\\
V p
\\
s i
-.\\
'y s
D q
,x'*~
e s
o g
k h'
n
~
a
~
0 t
~
9 p
~
Ik\\
e
\\ S
$(
~.
\\
R k
f o,
y s
n I
a
'l n
c
,l
~
i, h-
.7m v
W i
. e ~~
g S
Q m
v.
g p
~
O m *O fb,[% f re c'
c
, a[_
., E A
.7 E
R v
?.
A
/
eeO
~.
.a..
~.
A c
L m
=
P.#
S
)7-
-f, O
I4 P
['
S hN' I
=
\\gj E
D R
s U
E t
7 f
c G
T u
I S
/
(
a F
A
{
W
/
)..
i
'4%
C It
,~
I c
/
T PE cg G
,/,
c i,
1
. o ':-
r
's, f I.
L
_/
s 0
3/
~
f/
/
a4 c
P
...~,?\\, ', Y'3 '. f,'c i
y-3 pi A
e
/
l t
Y, S
,l
\\
j 9
C a
g s
/
/
o "i".
c p
s r,
i d
D e
/
g a
/
t 7
/
/
p
/S f
e J
,m/
/
/,f
/"
v,.-
~-
{k<.
/
~
/
r.
L D
.'l
'f s
d' j
- /
J 7
b,
/
,,/
',J h.
l.J" 'd
'j
^'
/
e b(l
)).,
~
l
I I
lI
!I lI I
'I Amc..T z VERMONT YANKEE NUCLEAR POWER PLANT jg RADIOLOGICAL ASSESSMENT OF ON-SITE DISPOSAL OF SEPTIC WASTE and PROPOSED PROCEDURAL CONTROLS TO ENSURE COMPLIANCE WITH RADIOLOGICAL LIMITS
!I I
'I I
'I 6680R I
IAELE OF CONTENTS Page
1.0 INTRODUCTION
2-1 2.0 SOURCE TLRM AND OTHER BASIC DATA.................................
2-3 2.1 Septic Tank Specifics......................................
2-3 2.2 Measured and Adjusted Septic Waste Radioactivities.........
2-3 2.3 Limiting Concentration Guidelines..........................
2-4 2.4 Disposal Sites.............................................
2-6 i
2.5 Radioactivity at Disposal Plot After 20 Years..............
2-6 2.6 Land-Sprcading, Resuspension and Occupancy Factors.........
2-7 2.7 Site-Specific Pathway Data and Usage Factors...............
2-9 2.8 Liquid Pathways............................................
2-12 3.0 RADIOLOGICAL ASSESSMENT..........................................
2-15 3.1 Dose Reduction as a Result of Plowing the Radioactive Material into the So11.....................................
2-15 3.2 Data Manipulation for Use with ATM0 DOS.....................
2-17 3.2.1 Radioactivity Release Rate.........................
2-17 3.2.2 Atmospheric Dispersion.............................
2-18 3.2.3 Occupancy Factors..................................
2-19 3.3 Land-Spreading Exposure Pathways...........................
2-20 3.3.1 Impact During Vermont Yankee Control of the Disposal Sites.....................................
2-24 3.3.2 Radiological Impact After Termination of Vermont Yankee Control of the Disposal Sites...............
2-26 3.3.3 Isotopic Dose Conversion Factors...................
2-27 4.0 RECOMMENDED PROCEDURAL CONTROLS TO ENSURE COMPLIANCE WITH RADIOLOGICAL LIMITS..............................................
2-29 4.1 Total Radioactivity Dispersed per Disposal Plot............
2-29 4.2 Operational Limits.........................................
2-30 4.2.1 Maximum Activity Concentrations....................
2-30 4.2.2 Potential Radiation Exposures......................
2-31
5.0 REFERENCES
2-35
-ii-6680R
TABLE OF CONTENTS (Continued)
PaFe APPENDIX A - LABORATORY ANALYSES OF SEPTIC WASTE.......................
A-1 APPENDIX B - COMPUTER CODE 0UTPUTS.....................................
B-1 B.1 ALLEGRA - Gamma Ray Spectra................................
B.1-1 B.2 DIDOS-V - Dose Reduction as a Result of Plowing............
B.2-1
)
B.3 ATMODOS - Radiological Impact During Vermont Yankee Control of the Disposal Sites......................................
B.3-1 B.3.1 Impact due to Mn-54 in the Septage.................
B.3.1-1 B.3.2 Impact due to Co-60 in the Septage.................
B.3.2-1 B.3.3 Impact due to Zn-65 in the Septage..................
B.3.3-1 l
B.3.4 Impact due to Cs-134 in the Septage................
B.3.4-1 B.3.5 Impact due to Cs-137 in the Septage................
B.3.5-1 B.3.6 Impact due to All Nuclides in the Septage..........
B.3.6-1 B.4 ATMODOS - Radiological Impact After Termination of Vermont Yankee Control of the Disposal Sites (All Nuclides).............................................
B.4-1 l
B.5 ATMODOS - Unplowed-Land Dose Conversion Factors for Radiological Impact Assessment.........................
B.5-1 B.5.1 Impact due to 1 uCi of Mn-54.......................
B.5.1-1 B.5.2 Impact due to 1 uCi of Co-60.......................
B.5.2-1 B.5.3 Impact due to 1 uCi of Zn-65.......................
B.5.3-1 B.5.4 Impact due to 1 uCi of Cs-134......................
B.5.4-1 B.5.5 Impact due to 1 uCi of Cs-137......................
B.5.5-1
-lii-6680R
ATTACHMENT 2' VERMONT YANKEE NUCLEAR POWER PIANT Radiological Jssessment of On-Site-Disposal of Septic Wagic and
' Proposed Procedural Controls to Ensure 1
Compliance With Radiological Limits
1.0 INTRODUCTION
l-This calculation is in support of Vermont Yankee's application to the
' Nuclear Regulatory Comraission for the on-site disposal of slightly radio' active septic waste in accordance with the provisions of 10CFR20.302 for very-low-level waste disposal. -Specifically, the main purposes of the calculation were as follows:
(a) Determination of an optimal plot size for septage disposal (based on measured 1988 radioactivity concentrations in septic waste) which would accommodate both the radiological guidelines and'the needed flexibilities for a smooth operation of the disposal program.
(b) Preparation of procedural controls to ensure compliance with the radiological guidelines.
Guidance for obtaining regulatory approval to dispose of very-low-level waste is presented in AIF/NESP-037 (Reference 6). According to this reference, the NRR staff personnel have proposed a number of draft dose guidelines regarding the impact of low-level waste disposal on the public health and safety for use in the preparation of 10CFR20.302(a) requests. Of these, the following two are pertinent to the present calculation:
(a) Doses to the total body and any body organ of a maximally exposed individual (a member of the general public or a worker who is not
-l 1
2-1 6680R
I a radiation worker) from the probable pathways of classifie.u ra exposure to the disposed material should be less than 1 mrem /vr.
(b) Doses to the total body and any body organ of an inadvertent intruder, froa the probable pathways of exposure, should be less than 5 mrem /vr.
In either case, consideration should be given to all possible exposure l
pathways, while allowing for land-usage restrictions which may be in effect.
It is v.s these guidelines that the optimum disposal plot size was selected and the procedural controls prepared.
In addition to the dose guidelines listed above, the procedural I
controls recommended in thic calculation also include MPC checks on the septage to be disposed. As stated in the above AIF report, the total activity concentration in the waste is expected to be below 50 pCi/ gram (Referencs (6),
Page 4-1).
This guideline is approximately equivaleat to the MPC limits specified in 10CFR20, Appendix B, Table II, Column 2, for the release of radioactive matarial to unrestricted areas, and to also oe approximately 50 times higher than the activities measured in the Vermont Yankee septic waste in 1988. A lower MPC ratio appears to be more appropriate for better control. As a result, and in addition to the prescribed dose limits, a I.
combined MPC ratio of less than or equal to 0.1 was also included 4.n the procedures to regulate the disposal of septic w.3:te With respect to the measured septage radioactivity, spectroscopic analyses of samples taken in 1988 from the Vermont Yankee main septic tank showed that the liquid portion of the collected samples did not contain any activation or fission products, and that the following plant-related radionuclides were found in the solids:
I Activity Concentration Isotope 1 Sima IoCi/ir drvl Mn 54 1,126 i 74 Co-60 22,400 1 220 Zn-65 1,200 t 140 I
Cs-134 166 i 52 Cs-137 3,824 1 92 2-2 6680R I
2.0 S.QURCE TERM AND OTHER BASIC DATA
/
2.1 Septic Tank Specifica The effective capacity of the main septic tank, when filled to its maximum depth of 6 feet, is approximately 9,250 gallons.
The south sewage I
disposal system is newly installed (January 1989) and replaces the construction office building (COB) holding tank that had previously serviced the lavatory facilities on the south end of the plant. This new system contains a 5,700 gallon septic tank. The total design capacity of both main system and new south system septic tanks is approximately 14,950 gallons.
Prior to 1988, the main tank was usually emptied every 6 months. Due to this high pump-out frequency, the accumulation of bludge at the bottom is well below the design capacity of the tank.
During the 1988 sample collections, it was estimated that the sludge thickness was less than 1 foot.
For conservatism in this radiological evaluation, it was assumed that the sludge occupies 30% of the design liquid volume of both the main septic tank and new south systems tank. Also, from laboratory analyses of the septic waste, the average density of the tank contents is approximately equal to that of water, and the wet to dry ratio of the sludge is 25.4 to 1.
Hence, the weight of solids (W 1) being disposed of is estimated for purposes of bounding dose analyses to be approximately:
s1
-3 W
= 14,950 gal x 3,785.4 cc/ gal x 10 kg/cc x 0.30 solids fra tion x (1/25.4) dry / wet ratio
~ 700 kg 2.2 Measured and Adjusted Septie Waste Radioactivities Gamma spectroscopic analyses of septage samples from Vermont Yankee were carried out at the Yankee Environmental Laboratory in Westborough, Massachusetts (see Appendix A).
For the main septic tank, no activation or fission products were found in the liquid portion of the collected samples.
In the dry solids, on the other hand, the following man-made radionuclides were found to be statistically positive at the 99.9 percent confidence level:
2-3 6680R
Activity. Concentration Isotope
.el Sigma ~(oC1/kg Drv)
Mn-547.
.1126 i 74 Co-60 22400 1 220 Zn-65 1200 i 140 Cs-134 166 1 52 Cs-137 3824 i 92-1
[
To account for the uncertainty associated with the counting' statistics, the measured' activity concentrations listed above were. increased by 3 sigmas.
That is, the activity concentrations employed in this calculation, and the total radioactivity content per combined tankful.of both south and main septic tanks) (at approximately 700 kg of solids per batch, from Section 2.1 of this calculation) are as folinws:
i Upper-Bound' Activity' Upper-Bound Activity Isotooe Concentration (oCi/kg drv)
Content (Ci/ Batch)
Mn-54 1,348 9.436E-07 Co-60 23,060 1.614E-05 Zn-65 1,620 1.134E-06 Cs-134 322 2.254E-07.
Cs-137 4,100 2.870E-06 2.3 Limitine Concentration Guidelines The AIF Report (AIF/NESP-037) provided' draft guidance on total activity concentration in waste stating that it is expected to be below 50 pCi/ gram.
As shown below, this guideline appears to be approximately equivalent to-the MPC limits specified-in 100FR20, Appendix B, Table II, Column 2, for the release of radioactive material to unrestricted areas.
For the major radionuclides identified in the Vermont Yankee septic waste, the individual MPC limits are as follows:
2-4 6680R
- _ _ _ _ = _ -
Maximum Permissible Concentr?tions in' Water Soluble.
Insoluble; Isotope (uci/ml)'
uC1/ml)
Mn-54 1.0E-4.
1.0E-4 l.
Co-60 5.0E-5 3.0E-5 Zn-65 1.0E-4 2.0E-4 Os-134 9.0E-6
'4.0E-5 Cs-137 2.0E-5 4.0E-5 l
For a mix of radionuclides, 10CFR2O 6pecifies that, in addition to the above individual limits. the following condition must also be met:
s I (O /MPC ) 31.0 g
g l
where: O is the measured concentration for. Isotope i, and the summation is g
over all radionuclides in the mix.
As indicated in Section 2.2,'the 1988 spectroscopic analyses of Vermont Yankee septage samples showed that there was no radioactivity in.the septic water samples. That is, the limits which are currently applicable are those listed above for insoluble compounds. Using the activity data from Section 2.2, along with the main ceptic tank volume of 9,250 gallons,'the current upper-bound activities and MPC ratios are approximately:
Upper-Bound Activity Upper-Bound Activity Isotope Content (Ci/ tankful)
Concentration (uC1/ml)
MPC Ratio Mn-54 9.44E-07 2.67E-08 2.67E-04 Co-60 1.61E-05 4.57E-07 1.52E l 2n-65 1.13E-06 3.21E-08 1.60E-04 Os-134 2.25E-07 6.38E-09 1.59E-04
.Cs-137 2.87E-06 8.13E-08 2.03E-03 l
TOTAL 2.13E-05 6.03E-07 1.78E-02 j
1 2-5 6680R
I It is seen that the overall MPC ratio is approximately 1.8 % of the regulatory limit, and that the total concentration is 1.2 % of the 50 pCi/g guideline. Thus, the sludge activity concentration can be at least 50 times higher without exceeding either limit. Obviously, if the MPC ratio of 1 or the 50 pCi/g guideline are not revised, the on-site disposal of septic waste will be regulated solely by the prescribed radiation exposure limits. For better control, therefore, it is hereby proposed that, in addition to the prescribed dose limits, a combined MPC ratio of less than or equal to 0.1 be also included in the procedures to regulate the disposal of septage. Refer to Section 4 for more details.
2.4 DispasgLSiirs There are two sites on Vermont Yankee site property which are currently designated for on-site septic w.c te disposal, as follows:
(a) Site A, a 8-acre site approximately 2,200 feet northwest of the Reactor Building.
(b) Site B, a 2-acre site approximately 1,700 feet south of the Reactor Building.
Both sites are within the plant's site boundary and surrounded by a chain link fence, and under direct control of Vermont Yankee for all access.
2.5 Radioactivity at Disposal Plot After 20 Yeats It is clear that, due to the longevity of the two primary isotopes identified in the sludge (Co-60 and Cs-137), the amount of radioactivity at the disposal plot will be increasing with each disposal application. However, since the content of radioactivity in septic waste is very low, and since it is neither practical nor necessary to carry out a new dose analysis prior to each disposal, the approach employed in this calculation was to assess the potential radiological impact at approximately the end of plant life. That is, the radiation source was assumed to correspond to the accumulation of 2-6 6680R
l radioactive. material on c givrn plot within tha propo2sd dispo3ni' sites over a pnriod of 20 years (40' applications at an assumed 6-month interval).
Analytically, if Q is the amount of radioactivity per batch for a 9
given isotope, then the total accumulated radioactivity Q, at the disposal plot after 40 applications is given by:
.)
Q, = Q, (1. E. E2.E3.Ea......E39)
(2.1) i-
= Q, (1 - E ')/(1.- E)
(2.2) where: - E ' = exp(-Mt ).
(2.3)
X = is the decay constant for the selected isotope (1/ year) i cnd At = time interval between applications = 0.5 year.
j For the isotopes of interest, the results are as follows.
Q
- Q, o
Isotope Half Life (1/vr)
(C1/ batch)
Q IQ (Ci)
Ma-54 312.2 d 0.8109 9.436E-7 3.000 2.831E-06 Co-60 5.272 y 0.1315 1.614E-5 14.58 2.353E-04 3
Zn-M 243.8 d 1.038 1.134E-6 2.470
.2.801E )
Cs-134 2.065 y 0.3357 2.254E-7 6.464 1.457E-06
]
Cs-137 30.17 y 0.02297 2.870E-6 32.26 9.259E-05 j
i 2.6 Tm d-Sp1gading. Resuspension and Occupancy Factors
]
As pointed out above, even though the proposed sites can accommodate more than one disposal plot, only a single disposal plot will be assumed in l
assessing the potential radiological impc*..
If this plot has a surface area
'2-7 6680R
I of N acres, then the surface area deposition S, (Ci/m ) following 40 i
disposal applications will be equal to:
2 S, = Q, (Ci)/(N (acres) x 4046.9 (m / acre))
(2.4)
The denominator of this equation is equivalent to the (D/Q) deposition I
factor normally employed in the impact assessment of deposited radionuclides.
j That is:
I 2
(D/Q) = 1/(N (acres) x 4046.9 (m / acre))
I
= 2.471E-04/N (m~)
(2.5)
I i
Following the application of septage on the disposal plot, some of the
]
radioactivity may become airborne as a result'of resuspension effe. cts.
The
]
I model used to estimate the radionuclides concentration in air above the
.l disposal plot was taken from WASH-1400, Appendix VI (Reference 7).
According to that model, the relationship between the airborne concentration Ae 3
(Ci/m ) and the surface deposition is*
i I
l A
=S (Ci/m ) x K (1/m)
(2.6) where: K is the resuspension factor and is equal to 1.0E-05 (1/m) for semi-arid /graceland terrains (from Reference 1).
In actual practice, septage waste will be either surface spread at a controlled rate per acre, or directly injected into the top 6 inch surface soil layer, at a precalculated rate, in order to control the limiting factor.
The assumptions made for analytical purposes are as follows:
l (a) For the analysis,of the radiological impact during Vermont Yankee su active control of the disposal sites, no injection will be ascumed l
to take place; all dispersed radioactive material will be assumed l
to remain on the surface and to form a source of unshielded l
radiation.
2-8 6680R I
(h) For the analysis of the impact af ter Vermont Yankee control of the sites is assumed to be relinquished, the radioactive material will-be assumed to be plowed under and to form a uniform mix with the top 6 inches of soil (to account for the shielding provided by the soil), but, nonetheless, to undergo resuspension at the same rate
)
as surface contamination.
I Analysis of preliminary results, based on the measured radioactivity I
concentration found in sludge during 1988, showed that a 2-acre disposal plot would meet the radiation criteria given in Section 2.3.
This is the plot oize, therefore, used in the final analyses.
As for the occupancy factors for direct exposure to the ground
]
deposition and for immersion in the resuspended radioactivity, 104 hours0.0012 days <br />0.0289 hours <br />1.719577e-4 weeks <br />3.9572e-5 months <br /> were used for the radiological impact analysis during active Vermont Yankee control of the disposal sites, and continuous exposure was assumed thereafter. The 104-hour interval is expected to be an upper bound of a farmer's time spent on a plot of land, which is assumed to be 4 hours4.62963e-5 days <br />0.00111 hours <br />6.613757e-6 weeks <br />1.522e-6 months <br /> per week for 6 months while he plows, plants, and harvests his crop.
2.7 Site-Specific Psthway Data and Usage Factors The following exposure pathways were addressed in this calculation for both the maximally exposed individual (i.e., during Vermont Yankee control of the disposal sites) and for the inadvertent intruder (i.e., after control is assumed to be relinquished):
(a) Standing on contaminated ground.
(b) Inhalation of resuspended radioactivity.
(c) Ingestion of leafy vegetables.
(d)
Ingestion of stored vegetables.
(f) Ingestion of meat.
(g) Ingestion of milk.
(h) Liquid pathways.
2-9 6680R
I Radiation exposures were computed for all pathways, with one exception. As shown in Section 2.8 below, the radiological impact from the liquid pathway was determined to be insignificant without the need of a detailed analysis.
It should be noted that current agricultural activities permitted on the designated dispa
.1 sites are limited to the growing of feed crops (hay) for dairy animals. As such, the ingestion of leafy and stored I
vegetables are not existing exposure pathways, but have been included to demonstrate that these could also be accommodated within the proposed dose criteria for septic waste disposal.
Pathway data and usage factors as applicable to the area in the vicinity of the Vermont Yankee Nuclear Power Station are shown in the tables which follow. These are the same factors as used in the plant's ODCM assessment of the off-site radiological impact due to routine releases from the plant, with the following exceptions:
(a) The soil exposure time for spreading of the radioactivity content of the septage to cover each period of measured deposition was changed from a standard 15 years (given in Regulatory Guide 1.109) to 1 year.
(b) The fraction of stored vegetables grown on the contaminated land was conservatively increased from 0.76 to 1.0.
(c) The crop exposure time was changed from 2160 hours0.025 days <br />0.6 hours <br />0.00357 weeks <br />8.2188e-4 months <br /> to 0 hours0 days <br />0 hours <br />0 weeks <br />0 months <br /> to reflect the condition that no radioactive material will be g
dispersed directly on crops for human or animal consumption, the deposition on crops of resuspended radioactivity being insignificant 1y small; that is, crop contamination is only through root uptake.
I R
2-10 6680R m_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _.
USAGE FACTORS Vegetables
-Leafy Veg.
Milk Meat Inhajation Individual (kg/vr)
(ke/vr)
(1/vr)
(kg/vr)
(m /vr)
Adult 520 64 310 110 8,000 Teen 630 42 400 65 8,000 l
Child 520 26 330 4~
3,700
(
Infant 330 1.400 VEGETABLE PATHWAY Stored Vegetables Leafv Vegetables 2
Agricultural productivity (kg/m )
2.0 2.00 2
Soil surface density (kg/m )
240.0 240.0 Transport time to user (hours),
0.0 0.0 Soil exposure time (hours) 8,766.0 8,766.0 3
Crop exposure time to p1trne (hours)
.0
.0 Holdup after harvest (hours) 1,440.0 24.0 Fraction of stored vegetables grown in garden 1.0 Fraction of leafy vegetables grown in garden 1.0 COW-MILK PATHWAY Pasture Feed Stored Feed 2
Agricultural productivity (kg/m )
.7 2.0 2
Soil surface density (kg/m )
240.0 240.0 Transport time to user (hours) 48.0 48.0 Soil exposure time (hours) 8,766.0 8,766.0 Crop exposure time to plume (hours)
.0
.0 Heldup after harvest (hours)
.0 2,160.0 Ani:nals daily feed (kg/ day) 50.0 50.0 Fraction of year on pasture
.5 Fraction pasture when on pasture 1.0 MEAT PATHWAY Pasture Feed Stored Feed 2
Agricultural productivity (kg/m )
.7 2.0 2
Soil surface density (kg/m )
240.0 240.0 Transport time to user (hours) 480.0 480.0 Soil exposure time (hours) 8,766.0 8,766.0 Crop exposure time to plume (hours)
.0
.0 Holdup after harvest (hours)
.0 2,160.0 Animals daily feed (kg/ day) 50.0 50.0 Fraction of year on pasture
.5 Fraction pasture when on pasture 1.0 2-11 6680R
I l
2.8 Li2uid Pathways j
There are three potential routes through which septic waste radioactivity may enter into the liquid pathway, as follows:
(a) Surface water runoff.
(b) Ground water pathway.
)
(c) Accidental releases into the Connecticut River.
Since there are no potable water wells between the disposal site and the river, it is evident that the only way for septic waste radioactivity to enter the liquid pathway is via the Connecticut River.
Even though surface water runoff may be a credible pathway into the river, the fraction of disposed radioactivity which may thus be transported to the river is very small for the following reasons:
(1) The selected disposal sites are set back from the river.
(2) Procedural controls will ensure that during surface spreading of all the septage and any precipitation falling onto or flowing onto the disposal plot will not overflow the perimeter of the disposal site.
(3) The disposal plots have slopes of 5% or less in order to limit surface runoff.
With respect to septage radionuclides reaching the Connecticut River-vic the ground-water pathway, the critical parameter is the total transport time from the field to the river.
Should this transport time (which is citment dependent) be large in comparison to the half-life of the radionuclides of interest, then decay in transit will remove the said radionuclides from the p2thway. For the case on hand, the conservative travel times to go an average 200 feet to the river, and the fractions of land-spread radioactivity which are expected to reach the river are as follows:
2-12 6680R
Decay Travel Time Fraction of constant to River (years)
Initial Activity I
Isotope Half Life (1/vr)
(Ground Water Path)
Entering River Mn-54 312.2 d 0.8109 3.35 6.61E-02 I
Co-60 5.272 y 0.1315 961.
0.0 Zn-65 243.8 d 1.038 3.35 3.09E-02 Cs-134 2.064 y 0.3357 193.
0.0 Cs-137 30.17 y 0.02297 193.
1.19E-02 Thus, only small fractions of Mn-54, Zn-65, and Os-137 may make it to the river via the ground-water pathway; and, since the initial activities of these isotopes are relatively insignificant, it is clear that the ground-water pathway is not a credible one.
l We proceed, then, with the analysis of an accidental release of the entire contents of a septic waste spreading truck directly into the Connecticut River. Following such an accident, the released radioactive material is expected to first mix with part of the water in Vernon Pond L.
to l
then gradually flow downstream of the Vernon Dam.
The storage volume in I
Vernon Pond, excluding the volume below the creet, is approximately 6.0E+9 gallons (2.3E+13 cc).
Since no use is made of the river between the plant and the Vernon dam, the only potential exposure pathway is downstream of.the dam; I
and from Reference (2), the river flow through the dam is typically 10,000 cfs, and no less than 1,200 cfs during the dry season.
lI l
As a conservative condition, assume that the septic waste mixes with just one thousandth of the Vernon pond storage volume, i.e., with 2.3E+10 cc.
This amount of water will pass through the dam in about 11 minutes if the river flow is 1,200 cfs, and in about 1.3 minutes if the flow is 10,000 cfs.
Using the upper-bound activities given in Section 2.3, the expected 1
lg concentrations in the pond, and the corresponding MPCs are as follows:
I5 Upper-Bound Activity Expected Concentration Isotope Content (01/ Batch) in Pond (nC1/ml)
MPC Ratio Mn-54 9.44E-07 4.10E-11 4.10E-07 Co-60 1.61E-05 7.02E-10 2.34E-05 I
Zn-65 1.13E-06 4.93E-11 2.47E-07 Cs-134 2.25E-07 9.80E-12 2.45E-07 Cs-137 2.87E-06 1 25E-10 3.13E-06 TOTAL 2.13E-05 9.27E-10 2.74E-05 2-13 6680R I
T It is sten that the concentrations are nsgligibly email to po;e cny radiological concern.
In summary, as demonstrated above, the liquid pathway is not credible.
)
l
\\-
r i
2-14 6680R
3.0 RADIOLOGICAL ASSESSMENT The radiological impact associated with the on-site disposal of radioactive septage at Vermont Yankee was carried out using t.se dose assessment models in Regulatory Guide 1.109, and is consistent with the methodology employed by the Vermont Yankee ODCM. However, since the computer code used (AIN0 DOS; Reference (3)) is primarily for use with atmospheric releases, it was necessary to manipulate the input to obtain the desired
)
results for direct deposition of radioactivity on soil due to land spreading of septic waste.
In particular, special consideration was given to the following:
(a) The computation of an effective shielding factor to account for i
the effect provided by the soil after the waste is plowed under, or if it is directly injected into the top 6 inch surface layer.
(b) The definition of sn hnnual activity release rate, which following a year's time of continuous release, would yield the ground deposition expected to prevail after 40 combined tank pump-outs, as calculated in Section 2.5.
(c) The definition of an effective atmospheric dispersion factor to represent the resuspended radioactivity.
(d) The proper representation of partial occupancy factors.
These are discussed in Sections 3.1 and 3.2 which follow.
The results of the radiological impact assessment are presented in Sections 3.3 and 3.4.
3.1 Dose Reduction as a Result of Plowine the Radioactive Material into the SDil As pointed out in Section 2.6 of tnis calculation, the impact analysis after control of the disposal sites is relinquished, was based on the 2-15 6680R
assumption that the radioactive material will'be plowed to form a uniform mix with the top'6 inches of soil. To account for the gamma attenuation provided by_the soil, it was necessary to carry out an appropriate shielding j
i calculation. This was accomplished through use of the ALLEGRA and DIDOS-V computer codes (References 4 and 5). The ALLEGLA code was used to define the l
gansna spectrum (in MeV/sec) cssociated with the selected radionuclides mix.
J
)
This -spectrum was then entered into DIDOS-V to compute the radiation levels 1
1 fgom the two following source / receptor geometries:
(a) A circular disk source with a radius of 150.m (represented by a I
cylindrical volume with a height equal to 0.001 m), the receptor location being along the disk axis, 1 m from the disk.
l l
(b) A cylh.drical volume source with a radius of 150 m and a height of j
0.15 m, with the receptor located along the.acis, 1 m above the source.
i In the latter case, the source density was set equal to 1.6 g/ce; this
'2 is equivalent to the Reg. Guide 1.109 value of 240 kg/m for the effective surface density of soil within a 15 cm' plow layer. The source radii were assumed to be large so as to approximate semi-infinite conditions, thus, permitting a direct comparison of the DIDOS-V and A'IN0 DOS results for the unplowed land. The source intensity (in MeV/sec-m, as required for input into DIDOS-V) was computed by distributing the radioactive material over a 2-acre surface, and within 0.001 m for the disk source and 0.15 m for the second case.
Copies of the ALLEGRA and DIDOS-V outputs appear in Appendix B, which should be referred to for more details. The DIDOS-V results are as follows:
1 Dose to air from the disk source = 1.085E-06 rad /hr j
Dose to air from cylinder source = 2.629E-07 rad /ar Overall soil shielding factor
= 2.629E-07/1.085E-06 = 0.243 1
2-16 6680R
I At this point, it is of interest to compare the DIDOS-V and A'IMODOS exposure results from standing on contaminated ground. From the A'IMODOS output in Appendix B (Section E.3.6), where the source term was the same as used in DIDOS-V, the skin dose due to exposure to contaminated ground for I
104 hours0.0012 days <br />0.0289 hours <br />1.719577e-4 weeks <br />3.9572e-5 months <br /> is given as 6.78E-02 mrem. This is equivalent to a dose rate of 6.52E-4 mrem /hr, or (6.52E-4/1.11) = 5.87E-4 mrad /hr to air, 1.11 being the g
3 average ratio of tissue-to-air energy absorption coefficients (from Regulatory Guide 1.109).
It is seen that A'IMODOS underestimates the dose by a factor of E
2, approximately; the reason for this is the slightly outdated set of dose conversion factors in the guide, as can be verified by inspecting the data in WASH-1400, for instance.
am 3.2 Data Manipulation for Use with ATMODOS 3.2.1 B. radioactivity Release Rate m
There are two parameters in the input to A'IMODOS which af f ect the buildup of radioactivity at an off-site location, namely, the activity release rate and the accumulation period. To simulate this process, and to also account for the effect of the 40 applications described earlier, the accumulation period was set equal to 1 year, and the release rate was selected to be such that, at the end of one year, the total accumulated radioactivity at the disposal plot would be equal to the Q values given in Section 2.5.
That is, if we define by Q the activity release rate (Ci/yr) which is r
required ac input to A'IMODOS, then the relationship between this parameter and Qe is as follows:
Qe"9r (1 - E)/A (3.1)
E = exp(-lot)
(3.2)
A = is the decay constant for the selected isotope (1/ year) and ot = time interval between applications 1 yr.
=
2-17 6680R
t Using the information given for Q,'in Section 2.5, the' desired values for-Q are as'follows:
r Q,
'Q Ratio of r
Isotope (Ci)
(Ci/vr)*
.(D x 1 year)/0*
Mn 54 2.831E-06 4.132E-06 1.460 Co 60 2.353E-04 2.511E-04 1.067 Zn 65 2.801E-06 4.502E-06 1.607
)
Cs 134 1.457E-06' 1.715E-06 1.177 I
l' Cs 137 9.259E-05 9.366E-05 1.012 l
l
- For input to AIN0 DOS only.
I 3.2.2 Atmospheric Dispersion What is of interest at this point is to provide a means of calce.lating l
l l-the air immersion dose due to resuspension using the ATMODOS code (under the assumption that the resuspended material is due to an atmospheric release).
To accomplish this, we proceed as follows. By definition, in the' analysis of releases of gaseous effluents to the atmosphere, the airborne concentration at
'f a receptor of interest is given by:
Or (Ci/yr) x (X/Q) (sec/m )/3.1536E+7 (sec/yr)
(3.3)
A e
Where:
(X/Q) is the atmospheric dispersion factor.
Combining Equations (2.4), (2.6) and (3.3), it is seen that, for long-lived radionuclides (where the total accumulated radioactivity at the.end of one year is numerically equal to the annual release rate, i.e. Q, = Q x 1 year), the airborne concentration at the disposal plot r
due to resuspension effects can be accommodated by the following atmospheric dispersion factor:
2 (X/Q) = K (1/m) 3.1536E+7 (sec/yr)/(N (acres) x 4046.9 (m / acre))
= 7,792.6 (K/N) (sec/m )
(3.4).
2-18 6680R
With K = 1.0E-5 (1/m), and N = 2 acras, the inst squation reduces tot (X/Q) = 3.896E-02 (sec/m ).
At this point it is important to note that this method of analysis is slightly conservative since the receptor is assumed to be immersed in a cloud of undecayed radioactivity.
From the (Q /0 ) rati s given in the last r e tchie in Section 3.2.1, it is seen that inhalation exposures will be overestimated by the following factors:
Inhalation Exposure Jfiotope Overestimation Factor i
Mn-54 1.460 l
Co-60 1.067 Zn-65 1.607 Cs-134 1.177 Cs-137 1.012 3.2.3 Occupancy Factors As indicated in Section 2.6, the occupancy factor for exposure to ground deposition and for immersion in the resuspended radioactivity was set equal to 104 hours0.0012 days <br />0.0289 hours <br />1.719577e-4 weeks <br />3.9572e-5 months <br /> during control of the disposal sites, and was assumed to be continuous thereafter. Since occupancy factors cannot be entered directly into the AIMODOS code, the partial occupancy situation was accommodated as follows:
(1) The exposure to resuspended radioactivity was handled by multiplying the effective (X/Q), as given by Equation (3.4), by (104/8760), 8,760 being the number of hours in one year; this leads to a X/Q value of 4.626E-4 sec/m.
(2) The exposure to radioactivity deposited on the ground was handled by setting the shielding correction factor equal to the occupancy factor (i.e., equal to 104/8760 = 0.012).
It should be noted that the (X/Q) adjustment described above is appropriate in this case since radioactive material will not be dispersed on crops for human or animal consumption. The only pathway through which crop j
l contamination can take place is through root uptake.
2--19 6680R
3.3 Land-Spreading Exposure Pathways I
Three sets of ATMODOS computer runs were carried out, for the following:
(a) Assessment of the radiological impact during Vermont Yankee control of the disposal sites.
(b) Assessment of the radiological impact after control of the sites i
is assumed to be relinquished.
l (c) Development of dose conversion factors providing a correlation between pathway exposures per soil activity for each isotope of interest.
The results for each case are presented in the subsections which I
follow.
Briefly, note that they correspond to a disposal plot size of 2 acres, which was determined to be the appropriate size to meet both the radiation exposure criteria listed in Section 2.3, and the desired flexibilities listed in Section 2.4.
The whole body and critical-organ radiation exposures (after 40 pump-outs on the same plot at a concentration level equivalent to the measured 1988 concentrations in septic waste) are as follows:
Control of Disposal Sites Radiation Exposure Individual / Organ Controlled by VYNPS 0.1 mrem /yr Child /Whole Body
=
(Maximum Exposed Individual) 0.2 mrem /yr Maximum Child / Liver Uncontrolled 1.3 mrem /yr Adult /Whole Body f
(Inadvertent Intruder) 3.9 mrem /yr Maximum Teenager / Lung l
The individual pathway contributions to the total dose are as follows:
i lI l
2-20 l
6680R l
\\
l t
Pathwav-Decendent critical Orean Dosas.
Maximally Exposed Inadvertent Intruder Individual / Organ Critical Individual / Organ (Child / Liver)
(Teenager / Lung)
Pathway (mrem /vear)
(mrem /vear)
Ground Irradiation 0.0576 1.16 Inhalation 0.00122 2.74 Stored Vegetables 0.0913 0.00601 l
Leafy Vegetable 0.00467 0.00040
)
Milk Ingestion 0.0421 0.00229 M:at Ingestion 0.00249 0.00012 TOTAL 0.1994 3.909 In addition, an isotopic breakdown of the critical organ dose results l
listed above is shown in the following table:
Isotoolc Breakdown of Maximum Radiation Exposures Radioactivity Description Isotope I.pci/2 Acres)
Imrem/yrd During Vermont Yankee Mn-54 2.831 0.000436 control of the Co-60 235.3 0.0559 disposal sites.
2n-65 2.801 0.0230 Maximally Exposed Cs-134 1.457 0.00231 Individual / Organ:
Cs-137 92.59 0.118 Child / Liver l
TOTAL 0.199 After Vermont Yankee Mn-54 2.831 0.0144 control of sites is Co-60 235.3 3.76 relinquished.
Zn-65 2.801 0.00983 Inadvertent Intruder Cs-134 1.457 0.000505 I
l Critical Individual /
Cs-137 92.59 0.1247 Organ: Teenager / Lung TOTAL 3.91 As for the dose conversion factors during active plant control of the disposal sites, the critical-organ all-pathway values for a 2-acre disposal plot are:
l 1
I i
2-21 l
6680R i
____-___________m
All-Pathway Worst-Case Dnse & nversion Factors During Vermont Yankee Control of Disposal Sites Exposure hainpa Individual / Organ (mrem /vr-uci)
Mn-54 Adult /GE-LLI 1.87E-4 Co-60 Teenager / Lung 3.57E-4 Zn-65 Child / Liver 8.21E-3 Cs-134 Child / Liver 1.59E-3 Cs-137 Child / Bone 1.33E-3 In all cases, the exposure pathways are direct shine from shielded / unshielded ground deposition, inhalation of resuspended radioactivity, and ingestion of contaminated food (stored vegetables, leafy vegetables, milk and meat); exposure to the ground deposition'and to resuspended radien tivity is for a period of 104 hours0.0012 days <br />0.0289 hours <br />1.719577e-4 weeks <br />3.9572e-5 months <br /> during control of the disposal sites, and continuous thereafter.
Refer to Appendix B for copies of the AIMODOS outputs, and to the following list of assumptions employed in the calculations.
Briefly, the following basic assumptions were used in the calculational analyses:
(a) The septic tanks are emptied every 6 months (expected future practice is to pump tanks once per year).
(b) The tank radioactivity remains constant (at the main septic tank 1088 datermined level plus 3 sigma).
(c) The radiation source corresponds to the accumulation of radioactive material on a single plot within the proposed disposal sites over a period of 20 years (40 applications at 6 month intervals). (In actuality, the proposed sites will accommodate more than one disposal plot, and, in practice, more than one plot will most probably be used.)
2-22 6680R
(d) ~ For ths enalysis of the r:diologieni imp ct during Vermont Yaikse control of the disposal sites, no plowing or direct injection of septage takes place and all dispersed radioactive material remains on the surface and forms a source of unshielded radiation..(In practice, the waste will be either surface spread or directly injected into the top 6 inch layer of the disposed plot, in which case the radioactive material will be mixed with the soil. This in effect would reduce the ground plane source of exposure by a l
factor of about four due to self-shielding.)
(e) No radioactive material is dispersed directly on crops for human or animal consumption, crop contamination being only through root uptake.
(f) The deposition on crops of resuspended radioactivity is insignificantly small.
(g) Pathway data and usage factors used in the analysis are the same as those used in the plant's ODCM assessment of the off-site radiological impact from routine releases, with the exception that the fraction of stored vegetables grown on the disposal plots was conservatively increased from 0.76 to 1.0.
(At present, no vegetable crops for direct human consumption are grown on any of the disposal sites.)
(h) It is assumed that Vermont Yankee relinquishes control of the disposal sites after the fortieth pump-out (i.e., the above source term applies also for the inadvertent intruder).
(i) For the analysis of the impact af ter Vertoont Yankee control of the sites is relinquished, the radioactive material is plowed under and forms a uniform mix with the top 6 inches of soil, but, nonetheless, undergoes resuspension at the same rate as surface 1
contamination.
l l
2-23 6680R
0 (k) Exposure to the ground deposition and to resuspended radioactivity m
is for a period of 104 hours0.0012 days <br />0.0289 hours <br />1.719577e-4 weeks <br />3.9572e-5 months <br /> during Vermont Yankee control of'the disposal sites, and continuous thereaf ter, the 104-hour interval being representative of a farmer's time on a plot of land (4 hours4.62963e-5 days <br />0.00111 hours <br />6.613757e-6 weeks <br />1.522e-6 months <br /> per week for 6 months).
3.3.1 Impact Durine Vermont Yankee Control of the Disposal Sites f
The tables which follow present summaries of the ATMODOS results for the radiological impact during Vermont Yankee control of the disposal sites.
The first table presents the results'for the entire cix of radionuclides, and the second table shows the contributions by each isotope.
I Total Accumulated Radioactivity on 2-Acre Plot After 40 Disposal Applications Isotopa Curies Mn 54 2.831E-06 Co 60 2.353E-04 Zn 65 2.801E-06 Cs 134 1.457E-06 Cs 137 9.259E-05 Dose Delivered to Each Organ From all Radionuclides in the Mix and From All Pathways Combined *
(Adult. Teenager. Child. and Infant)
(mrem /yr)
Enna LiYRI Kidney Lung GI-LLI Thyroid' Whole Body Skin A 9.20E-02 1.13E-01 -7.92E-02 8.46E-02 9.66E-02 5.76E-02 9.42E-02 6.78E-02 T 1.13E-01 1.44E-01 9.08E-02 9.90E-02 9.65E-02 5.76E-02 9.41E-02 6.78E-02 C 1.86E-01 1.99E-01 1.10E-01 9.73E-02 8.22E-02 5.76E-02 9.94E-02 6.78E-02 I 1.14E-01 1.38E-01 8.36E-02 8.08E-02 7.59E-02 5.76E-02 7.19E 6.78E-02
- Each pathway includes unshielded exposure to ground contamination for 104 hours0.0012 days <br />0.0289 hours <br />1.719577e-4 weeks <br />3.9572e-5 months <br />, with all radioactivity assumed to be on the surface of the ground; exposure to resuspended radioactivity is also for a period of 104 hours0.0012 days <br />0.0289 hours <br />1.719577e-4 weeks <br />3.9572e-5 months <br />.
2-24 6680R
Inolope-Specific Contributions to the Dose Delivered to Each Organ
)
From n'1 Pathways Combined
- j (Adult. Teenager. Child. and Infant)
(mrem /yr)
Hone LiYer Kidney Lung GI-LLI Ibytold Whole Body Skin Source:
Mn-54, 2.831E-06 Ci (2-acre plot)
A 2.13E-04 3.18E-04 2.44E-04 2.98E-04 5.30E-04 2.13E-04 2.33E-04 2.50E-04 T 2.13E-04 3.66E-04 2.59E-04 3.34E-04 5.25E-04 2.13E-04 2.44E-04 2.50E-04 C 2.13E-04 4.36E-04 2.76E-04 3.09E-04 4.00E-04 2.13E-04 2.73E-04 2.50E-04 I 2.13E-04 2.18E-04 2.14E-04 2.74E-04 2.15E-04 2.13E-04 2.14E-04 2.50E-04 Source:
Co-60, 2.353E-04 Ci (2-acre plot)
A 5.20E-02 5.37E-02 5.20E-02 7.40E-02 8.32E-02 5.20E-02 5.56E-02 6.12E-02 T 5.20E-02 5.44E-02 5.20E-02 8.41E-02 8.30E-02 5.20E-02 5.73E-02 6.12E-02 l
C 5.20E-02 5.55E-02 5.20E-02 7.80E-02 7.16E-02 5.20E-02 6.24E-02 6.12E-02
)
I 5.20E-02 5.22E-02 5.20E-02 6.86E-02 5.26E-02 5.20E-02 5.25E-02 6.12E-02 Source:
Zn-65, 2.801E-06 Ci (2-acre plot)
A 3.43E-03 1.06E-02 7.13E-03 2.0SE-04 6.72E-03 1.46E-04 4.87E-03 1.68E-04 T 4.61E-03 1.57E-02 1.01E-02 2.28E-04 6.72E-03 1.46E-04 7.38E-03 1.68E-04 C 8.72E-03 2.30E-02 1.45E-02 2.11E-04 4.16E-03 1.46E-04 1.44E-02 1.68E-04 I 6.18E-03 2.08E-02 1.02E-02 1.88E-04 1.76E-02 1.46E-04 9.69E-03 1.68E-04 Source:
Cs-134, 1.457E-06 Ci (2-acre plot) i A 5.89E-04 1.09E-03 5.06E-04 3.20E-04 2.42E-04 2.27E-04 9.31E-04 2.65E-04 T 7.92E-04 1.56E-03 6.50E-04 3.89E-04 2.44E-04 2.27E-04 8.44E-04 2.65E-04 C 1.50E-03 2.31E-03 8.74E-04 4.59E-04 2.38E-04 2.27E-04 6.67E-04 2.65E-04 I
7.74E-04 1.25E-03 4.89E-04 3.35E-04 2.30E-04 2.27E-04 3.30E-04 2.65E-04 Source: Cs-137, 9.259E-05 Ci (2-acre plot)
A 3.57E-02 4.70E-02 1.93E-02 9.79E-03 5.86E-03 5.06E-03 3.25E-02 5.90E-03 T 5.52E-02 7.18E-02 2.78E-02 1.39E-02 6.00E-03 5.06E-03 2.83E-02 5.90E-03 C 1.23E-01 1.18E-01 4.19E-02 1.83E-02 5.76E-03 5.06E-03 2.18E-02 5.90E-03 I 5.50E-02 6.35E-02 2.07E-02 1.14E-02 5.24E-03 5.06E-03 9.20E-03 5.90E-03 QEach pathway includes unshielded exposure to ground contamination for 104 hours0.0012 days <br />0.0289 hours <br />1.719577e-4 weeks <br />3.9572e-5 months <br />, with all radioactivity assumed to be on the surface of the ground; exposure to resuspended radioactivity is also for a period of 104 hours0.0012 days <br />0.0289 hours <br />1.719577e-4 weeks <br />3.9572e-5 months <br />.
2-25 6680R
3.3.2 Radiological Impact After Termination of Active Control of the Disposal Sites The table which follows presents a summary of the AIN0 DOS results for the radiological 1.ipact after control of the disposal sites is assumed to be relinquished after 20 years of septic waste disposal. Tables showing the contributions by the various isotopes were not prepared as they were l
datermined to be of little significance.
l Igj;al Accumulated Radioactivity on 2-Acre Plot After 40 Disposal Applications Jsotope Curies 25 Mn-54 2.831E-06 27 Co-60 2.353E-04 30 Zn-65 2.801E-06 55 Cs-134 1.457E-06 55 Cs-137 9.259E-05 Dose Delivered to Each Organ From all Radionuclides in the Mig and From all Pathways Combined *
(Adult. Teenager. Child. and Infant)
(mrem /yr)
)
Rone Liv _er Kidney Lung GI-LL1 Thyroid Whole Body Skin A 1.25E+00 1.29E+00 1.21E+00 3.04E+00 1.29E+00 1.16E+00 1.25E+00 1.37E+00 T 1.30E+00 1.35E+00 1.23E+00 3.91E+00 1.28E+00 1.16E+00 1.24E+00 1.37E+00 C 1.40E+00 1.41E+00 1.25E+00 3.39E+00 1.22E+00 1.16E+00 1.23E+00 1.37E+00 I 1.28E+00 1.32E+00 1.21E+00 2.58E+00 1.19E+00 1.16E+00 1.19E+00 1.37E+00
- Each pathway includes continuous exposure to ground contamination (uniformly distributed within a 6-inch layer of soil) 2-26 6680R
3.3.3 Isotopic Dose Conversion Factors The table which follows presents isotope-dependent dose conversion factors for the various age groups and organs. They were computed using the AIMODOS computer code along with all the assumptions employed in the assessment of the radiological impact during Vermont Yankee control of the disposal sites. The source terms were defined using the adjustment ratio (Q
- 1 7#)/0 given in Section 3.2.1 to obtain an accumulated I
r e
radioactivity of 1 uCi for each isotope of interest at the end of one year.
These conversion factors form part of one of the procedural controls described in Section 4 for ensuring that the disposed contaminated septage does not lead to radiation exposures in excess of the specified limits.
I I
I I
I I
I I
I I I I
2-27 6680R I
t i
Dose Conversion Factors For Radioactive Material Spread over Two Acres for all Pathways Camhined*
(Adult. Teenager; Child. and Infant)
(mrem /yr-uci)
Bone Liver Kidney Lung GI-LLI Thyroid Whole Body Skin Source: Mn-54 l
I A 7.54E-05 1.12E-04 8.63E-05 1.05E-04 1.87E-04 7.54E-05 8.24E-05 8.84E-05 l
T 7.54E-05 1.29E-04 9.15E-05 1.18E-04 1.85E-04 7.54E-05 8.61E-05 8.84E-05 C 7.54E-05 1.54E-04 9.74E-05 1.09E-04 1.41E-04 7.54E-05 9.63E-05 8.84E-05 I 7.54E-05 7.71E-05 7.58E-05 9.68E-05 7.60E-05 7.54E-05 7.58E-05 8.84E-05 I
[
Source: Co-60 1
A 2.21E-04 2.28E-04 2.21E-04 3.14E-04 3.54E-04 2.21E-04 2.36E-04 2.60E-04
]
T 2.21E-04 2.31E-04 2.21E-04 3.57E-04 3.53E-04 2.21E-04 2.43E-04 2.60E-04
}
C 2.21E-04 2.36E-04 2.21E-04 3.32E-04 3.04E-04 '2.21E-04 2.65E-04 2.60E-04
]
I 2.21E-04 2.22E-04 2.21E-04 2.92E-04 2.24E-04 2.21E-04 2.23E-04 2.60E-04 i.
Source: Zn-65
)
)
A 1.22E-03 3.78E-03 2.55E-03 7.24E-05 2.40E-03 5.20E-05 1.74E-03 5.98E-05 T 1.65E-03 5.59E-03 3.60E-03 8.12E-05 2.40E-03 5.20E-05 2.64E-03 5.98E-05 0 3.11E-03 d.21E-03 5.19E-03 7.55E-05 1.48E-03 5.20E-05 5.12E 5.98E-05 I 2.21E-03 7.44E-03 3.63E-03 6.72E-05 6.29E-03 5.20E-05 3.46E-03 5.98E-05 Source: Cs-134 I
A 4.04E-04 7.46E-04 3.47E-04 2.19E-04 1.66E-04 1.56E-04 6.39E-04' 1.82E-04 I
T 5.44E-04 1.07E-03 4.46E-04 2.67E-04 1.67E-04 1.56E-04 5.79E-04 1.82E-04 C 1.03E-03 1.59E-03 6.00E-04 3.15E-04 1.64E-04 1.56E-04 4.58E-04 1.82E-04 I 5.31E-04 8.55E-04 3.36E-04 2.30E-04 1.58E-04 1.56E-04 2.26E-04 1.82E-04 i
Source: Cs-137 A 3.86E-04 5.07E-04 2.09E-04 1.06E-04 6.33E-05 5.46E-05 3.52E-04' 6.37E-05 T 5.97E-04 7.75E-04 3.00E-04 1.50E-04 6.48E-05 5.46E-05 3.06E-04 6.37E-05 C 1.33E-03 1.28E-03 4.53E-04 1.98E 6.23E-05 5.46E-05 2.35E-04 6.37E-05 l
I 5.94E-04 6.86E-04 2.24E-04 1.23E-04 5.66E-05 5.46E-05 9.94E-05' 6.37E-05
- Each pathway includes unshielded exposure to ground contamination for 104 hours0.0012 days <br />0.0289 hours <br />1.719577e-4 weeks <br />3.9572e-5 months <br />.-
i with all radioactivity assumed to be on the surface of the ground; exposure to resuspended radioactivity is also for a period of 104 hours0.0012 days <br />0.0289 hours <br />1.719577e-4 weeks <br />3.9572e-5 months <br />.
i 2-28 6680R
4.0 RECOMMENDED PRDfEDURAL CONTROLS TO ENSURE COMPLIANCE WITH RADIOLOGICAL LIMITS Once an on-site septage disposal permit has been secured, implementation of the disposal program must be accompanied with procedural controls to ensure that the applicable radiological limits are not violated.
This section presents a list of proposed controls to this effect.
l l
4.1 Total Radioactivity Dispnsed per Disposal Plot As pointed out in Section 2.5, since the content of radioactivity in septic waste is very low, and since it is neither practical nor necessary to l
carry out a new analysis prior to each disposal, assessment of th,e l
radiological impact was based on an assumed source corresponding to the expected accumulation of radioactive material on a given 2-acre disposal plot I
over a period of 20 years (40 applications at 6-month intervals). As such, it will be necessary to keep accurate records of the time and location of septage disposal and of the ensuing buildup and decay of radioactivity on each disposal plot. The basic equation to be employed is us follows:
Qf
= Q"*" + Qf d exp (-A ot)
(4.1) g Qf
=
total accumulated radioactivity at the selected 2-acre Where:
disposal plot after the current disposal (uCi).
Q[" =
radioactivity added to the plot as a result of the current disposal (uCi).
old radioactivity accumulated at the selected disposal plot Q
=
3 prior to the current disposal (uCi), as determined at the time of the previous disposal.
g=
radioactive decay constant (1/ year).
A At =
time lapse since the previous disposal on the same disposal plot (years).
2-29 6680R
I Q" " can be calculated using the following equation:
Q" " = 14,950 gallous x 3,785.4 cc/ gallon x 1.0E-3 kg/cc I
x Fs (solids fraction) x C""
(pCi/kg wet)
I x 1.0E-6 (uci/pCi) wet
= 0.0566 Fs C (4.2)
C[ is the measured or estimated radionuclides concentration in Where:
the septic waste on a wet basis, and Fs is the fraction of solids in the septage per tankful. Fs was conservatively set equal to 0.3 in this calculation.
14,950 gallons equals the volume of both the main septic tank and the south disposal system collection tank.
4.2 Opf; rational Limits The disposal operating procedures to be established should address both the activity concentration and the potential radiation exposure. Should the activity concentration be in excess of the specified limit, then the sewage mix would not be suitable f or on-site disposal and wvuld have to be processed accordingly; this situation, however, is not likely to occur. On the other hand, approaching the exposure guideline is a possibility; but this can be easily accommodated by switching to a different plot within the disposal sites. The subsections whien follow present pertinent information recommended I
for inclusion it, the operating procedures.
4.2.1 Maximum Activity Concentrations In line with the discussion presented in Section 2.3 of this calculation, the radionuclides concentrations in the septic waste must not exceed the following limits:
1 (a) One tenth of the MFC values listed in 10 CFR 20, Appendix B, I
Table II, Column 2.
2-30 66803
(b) An ovarall MPC ratio of less than or equal to 0.1.
For the major radionuclides identified in the Vermont Yankee septic w;ste, the individual MPC limits are as follows:
Maximum Permissible Concentrations in Water
(
(10CFR20, Appendix B. Table II)
Soluble Insoluble Isotooe (u. Ci/ml)
(u. ci/ml)
Mn 54 1.0E-4 1.0E-4
)
Co 60 5.0E-5 3.0E-5 Zn 65 1.0E-4 2.0E-4 Cs 134 9.0E-6 4.0E-5 Cs 137 2.0E-5 4.0E-5
)
1 I
For a mix of radionuclides in the sewage mix, the condition to be met is:
l I (C /MPC ) 10.1 g
g Where: C is the measured concentration for Isotope i, and the summation is g
over all radionuclides in the mix.
From the 1988 spectroscopic analysis of septic waste samples, all radioactivity is expected to be in insoluble fonn, and no radioactivity is expected in the liquid above the sludge.
Should the situation change, use should be made of both the soluble and insoluble MPCs listed above, as appropriate.
4.2.2 Potential Radiation Exposures As described in Section 2.3 of this calculation, the NRR draft guidelines for radiation exposure from all probable pathways due to the disposal of low-level waste are 1 mrem /yr to the total body and any body organ of a maximally exposed individual, and 5 mrem /yr to an inadvertent intruder.
The maximally exposed individual is identified as a member of the general j
public or a worzr who is not classified as a radiation worker.
2-31 6680R
Since the proposed septage disposal sites are within VYNPS proparty and under VYNPS control, occupancy of the disposal sites by an inadvertent intruder is only possible after plant decommissioning. That is, during the-1 on-site septic waste disposal program, only the specified exposure guideline for the maximally exposed individual would be in effect..
To ensure proper operation of the on-site disposal program, a set of
. checkpoints was prepared as guidance. The action levels were based on the l
l following results from Section 3:
Isotonic Breakdown of Maximum Radiation Exposures
[
Radioactivity.
Exposure
)
Description Isotope (uci/2 Acreg}
(mrem /vr)
During Vermont Yankee Mn-54 2.831-0.000436
)
control of the Co-60 235.3 0.0559 disposal sites.
2n-65 2.801-0.0230 Maximally Exposed Os-134 1.457 0.00231 l
Individual / Organ:
Cs-137 92.59 0.118 Child / Liver TOTAL 0.199 l
After Vermont Yankee Mn-54 2.831 0.0144 control of sites is Co-60 235.3 3.76 relinquished.
Zn-65 2.801 0.00983 inadvertent Intruder Cs-134 1.457 0.000505 Critical Individual /
Cs-137 92.59 0.1247 Organ: Teenager / Lung TOTAL 3.91 It is seen that, whereas the exposure to the maximally exposed individual is approximately 20% of the 1 mrem / year guideline, the inadvertent intruder exposure is almost 80% of the 5 mrem / year limit.
Thus, to ensure that both guidelines are met at all times, it is intended that the operational guideline for the maximally-exposed individual be' set at 0.2 mrem / year. This is a conservative approach since the likelihood of intruder occupancy of the i
sites coinciding with the end of the on-site disposal program is nil-substantial decay of the radioactive material is expected by the time the sites are released to the general public. Of course, future reassessment of l
this operational guideline is not precluded.- However, an operational limit close to the guideline is not recommended since it eliminates all l
\\
flexibilities.
2-32 6680R
Based on' the operational guideline. of 0.2 mreni/yr to the maximally-exposed individual, two checkpoints were prepared which would ensure that the-o radiation exposure limit will not be. exceeded. They are as follows:
i (a) Action Level 1 - Gross Radioactivity Limit The up-to-date total radioactivity dispersed per disposal plot-(Qf)iscalculatedforeachisotopeusingEquation(4.1).
y I
If the condition
.J Q
<Q l
is met for each isotope, where-Q I" represents the limiting g
values listed in the following table (from Section 3, rounded off 1
to 2 significant figures), then' disposal of the septic waste will j
1 not violate the exposure limit; otherwise, proceed to Action Level 2.
j i
j Maximum Accumulated Radioactivity Allowed P g Acre Isotope O
(uci) g Mn-54 1.4 Co-60 120.0 Zn-65 1.4 rs-134 0.7 i
Os-137 46.5~
(b) Action Level 2 - Radiation Exposure If Action Level 1 fails, determine the potential radiation exposure using the equation:
t Dose (mrem /yr) = I Q DCFg Qf'istheup-to-datetotalradioactivitydispersed-Where:
per disposal plot calculated for each isotope using-Equation (4.1), DCF is the dose conversion. factor for g
isotope i, and the summation is'over all the-radionuclides-in the mix.
The dose conversion factors are as.follows:
-l l
2 ;
l l
DCF --
1 Isotope Individual /Ornan (mrem /vear-uci/ acre)
Mn-54 Adult /GI-LLI 3.74E i Co-60 Teenager / Lung 7.14E-04' j
-Zn-65 Child / Liver-1.64E-02 Cs-134 Child / Liver 3.18E-03 Cs-137 Child / Bone-2.66E-03 h
The.model overestimates the exposure by approximately 20% because the above.DCF's correspond to the most restrictive exposure to any individual and'
]
-any organ from all pathways, independently selected for each radionuclides.
L The exposure pathways are direct shine from unshielded ground deposition, l'
inhalation of resuspended. radioactivity and ingestion of contaminated food (stored vegetables, leafy vegetables, milk'and meat); exposure to the ground L
_ deposition and to..resuspended radioactivity is for a period of
]
104 (hours / year).
j If the calculated dose is in excess ofLO.2 (mrem /yr), o different l
disposal plot would have to be selected.
1 i
i 1
l l
e q
a i
1
-l i
2-34 6680R
5.0 REFERENCES
1.
U.S. Nuclear-Regulatory Commission, Reactor Safety Study, Appendix VI, Calculation of Reactor Accident Conseonences,' WASH-1400.(NUREG 75/014),
October.1975.
fLI' 2.
Vermont Yankee Nuclear Power Station,)FSAR, Section'2.4.4 Uses of River.
~
I 3.
ATMODOS, A YAEC Computer Code for the Calculation of Off-Site Doses from-Iodines and Particulate-Discharged to the Atmosphere in line with the' l
l Models In Regulatory Guide 1.109 4.
J.-N. Hamawi, ALLEGEA - A Computer Code Making Use of the ORIGEN-2 Data
)
Bages for the Analysis of Radioactive Decav Chains and the Computation of I
Ga-= Spectra, ENTECH Engineering,:Inc., Marlboro, MA,. Technical Report P100-R15 (technical report in preparation).
5.
J. N. Hamawi, / DIDOS-III - A Three-Dimensional Point-Kernel Shielding Code for Cylindrical-Sources, ENTECH Engineering, Inc, Technical Report P100-R2, December 1982 (an upgraded version of the code, DIDOS-V, suitable for the analysis of infinitely large cylindrice; sources, is currently in preparation).
6.
Atomic Industrial Forum, National Environmental Studies Program, A Guide for Obte.ining Regulatory Approval to Dispose of Very Low Level Wastes by l
Alternative Means, prepared by D. W. Chan. J. P. Davis.& R. W. Wofford, General Physics Corporation, Columbia, Maryland, Technical Report No. AIF/NESP-037, August 1986.
-1 l
- l 2-35 6680R
- l
1 APPENDIX A I
LABORATORY ANALYSES OF SEPTIC WASTE i
I l
l A-1
1
.j i
YANKEE ATOMIC' ELECTRIC COMPANY IV/ AILED ENvIn= MENrat. u na n 0Rv l
2 oe nr
'"!!!"_t"*!$."*E!!
I Report Date: 06/09/88 eymentYankeeNucientPowerCorp.
Analysis Date: 6 /B /88 Cus e Atte t kh
. AhMSNE KEEGAN f
Date Received: 6 /0 /88, MR. EDWARD CUMMING Reference Date: 6 /8 /ss l
MR. STEPHEN SKIBNIOW5KY j
Sludga Sample Amounti 1.01 Kg.
Lab sample No.:
G72970 j
Sample submission Code: VSL 02 2308 Einpsed Time 0.65 days other Analysis Requested:
Nono Comments COB TANK BOTTOM DECAY ACTIVITY NUCLIDE CONC. +- 1 SIGMA MDC CORRECTION
(
Pico Curie / Kilogram. Mr.T )
Np-239 8.24E-01
(-15 +- 11 ) Eo 35 E o co-57 9.9BE-01
( 5 +- 9 4 ) E-2 310 E-2 Co-144 9.9BE-01
(-9 +- 73 ) E-1 240 E-1 Ce-141 9.86E-01
'( 26 +- 17 ) E-1 55 E-1 Ho-99 8.49E-01
( 11 +- 20 ) E o 65 E o j
Se-75 9.96E-01
(-6 +- 15 ) E-1
'49 E-1 l
Cr-51 9.84E-01
( 41 +- 93 ) E-1 310 E-1 l
I -131 9.45E-01
-(-15 +- 11 ) E-1 37 E-1 l
De-7 9.92E-01
( 102 +- 94 ) E-1 310 E-1 1
Ru-103 9.89E-01
(-11 += 12 ) E-1 38 E-1 I -133 5.95E-01
( 22 +- 17 ) E-1 58 E-1 l
Ba-140 9.65E-01
(-175 +- 68 ) E-1 230 E-1 Cs-134 9.99E-01
( 16 +- 16 ) E-1 53 E-1 Ru-106 9.99E-01
( 4 +- 13 ) E o 43 E O l
J
- + Cs-137 1.00E 00
( 103 +- 18 ) E-1 54 E-1 Ag-110M 9.98E-01
(-2 +- 19 ) E-1 C'. E-1 Zr-95 9.93E-01
(-19 +- 24 ) E-1 79 E-1 Co-58 9.94E-01
( 7 += 13 ) E-1 42 E-1 Mn-54 9.99E-01
(-7 +- 14 ) E-1 50 E-1
- + AcTh220 1.00E 00
( 287 +- 68 ) E-1 230 E-1 TcI-132 8.70E-01
( 117 +- 99 ) E-1 330 E-1 Te-59 9.90E-01
(-33 +- 27 ) E-1 91 E-l' i
En-65 9.9BE-01
( 89 +- 36 ) E-1 120 E-1 l
- + Co-60 1.00E 00
( 4 54 + = 31 ) E-1 82 E-1
- + K -40 1.00E 00
( 87 +- 23 ) E o 75 E o Sb-124 9.92E-01
(-31 +- 31 ) E-1 100 E-1 NotessActivity greater than 3* standard deviation Approved by.
+
Peak is found
- ----- %- h,,h.
E D.E.McCurdy. r
.... <n.u s..
. n.a......n...
....o..... i s.. u.n..n e......a. na.un u..u.na.u.....:
.au s, s.n....s.
a.s. n,...
l
(....
g 3 p..w l lb.f.10
... *, I p...e.(,.,.p l. p.. $ B 3,0...I t-...n,s 5.
u...b..
..pi.
adi s.. 4...: se p..n.s. ud.
s to enu..
i a.
l l
.I
I-I I
")
YANKEE ATOMIC ELECTRIC COMPANY ENVIRONMENTAL IABORATORY
.tuil 09 Gr' Initial Analysis Report I
YAEC Custgagrrogr,Vamen50Yankoo Nuclear Power Corp.
Report Date: Oc/09/88 Attention: MS. ELAINE KEEGAN Analysis Dates 6 /0 /88 MR. EDWARD CUMMING Date Received: 6 /8 /88 I
MR. SIEPHEN SKIBNIO SKY Reference Date: 6 /8 /88 E
Sludge
.==...
Sample Amount 1.02 Kg.
Lab Sample No.t G72971 Sample Submission code: VSL 03 2388 Elapsed Time : 0.63 days Other Analysis Requested:
None I
Comment:
COB TANK-LIQUID DECIA*
ACTIVITY NUCLIDE CONC. +- 1 SIGMA MDC CORRECTION
(
Pico Curie / Kilogram-WEI J
I
=......................--..-------.--
Np-239 8.29E-01
( 6 +- 10 ) EO 34 EO Co-57 9.98E-01
( 65 +- 93 ) E-2 310 E-2 Co-144 9.98E-01
( 20 +- 67 ) E-1 220 E-1 l
Ce-141 9.87E-01
( 0 +- 16 ) E-1 52 E-1 f
Mo-99 8.54E-01
(-25 +- 19 )*E O 63 ED l
Sc-75 9.96E-01
( 4 +- 14 ) E-1 48 E-1 l
Cr-51 9.84E-01
(.81 +- 86 ) E-1 290 E-1 I -131 9.47E-01
( 8 += 11 ) E-1 38 E-1 Be-7 9.92E-01
( 1 +- 10 ) EO 35 E O Ru-103 9.89E-01
( 17 +- 12 ) E-1 41 E-1 I -133 6.05E-01
(-1 +- 19 ) E-1 65 E-1 Ba-140 9.66E-01
( 3 3 +- 72 ) E-1 240 E-1 I
Co-134 9.99E-01
(-17 +- 14 ) E-1 48 E-1 Ru-206 9.99E-01
(-1 +- 12 ) EO 40 E O Co-137 1.00E 00
(-5 +- 13 ) E-1 44 E-1 Ag-110M 9.90E-01
(-6 +- 16 ) E-1 54 E-1 I
Zr-95 9.93E-01
( 20 +- 22 ) E-1 75 E-1 Co-58 9.94E-C1
( 13 +- 12 ) E-1 39 E-1 Mn-54 9.99E-01
( 11 +- 12 ) E-1 39 E-1 ACTh228 1.00E 00
(-21 +- C6 ) E-1 260 E-1 I
TeI-132 8.73E-01
( 16 +- 91 ) E-1 300 E ]
Fe-59 9.90E-01
( 8 +- 2 8 ) E-1 93 E-1 En-65 9.98E-01
( 72 += 34 ) E-1 110 E-1 Co-60 1.00E 00
(-6 +- 18 ) E-1 76 E-1
+ K -40 1.00E 00
( 55 +- 21 ) E O 76 E O I
Sb-124 9.93E-01
( 6 += 3 4 ) E-1 110 E-1
)
Notes:
j l
+
Peak is found Approved by I
e--
lI.l $..%..i.. l,..!**.000C...'!: C'.'
U'."Ed*Ua'r"**U 'I
= -
- T.....
+
I
'.'j ;'!JN.!'1% *.US.$dU',*21**Ia;u-ut;,g,,',*;[,;;'C';';*',',,,
i.
446.6mi n J
D.E.McCurd I Uw a-t'* ""-****'" -
. u e..
e 1
I i
l l
I YANKEE ATOMIC ELECTRIC COMPANY B
MAILED Envzao**EurA m moaxr a v Initial Analysis Report l
.G 00,'
Cuetomes'/'d(/ermojt Yankee Nuclear Power Corp.
Report Dater- 06/09/88
. AtMn'GibnitNW,'IIAINE XEEGAN Analysis Dates 6 /8 /88 Date Ratceived: 6 /8 /88 MR. EDWARD CUMMING
'~!
MR. STEFHEN SKIBNICWSKY Sludge Sarple Amount: 0.99 Kg.
Lab Sample No.:
G72972 Sainple submissicn Code:' VSL 04 2388 Elapsed Time : 0.59 days other Analysis Requested:
None
. Comment
'Eh1N TANK BOTTOM DECAY ACTIVITY NUCLIDE CONC. +- 1 SIGMA MDC CORRECTION 1
(
Pico Curie / Kilogram-VET 3
Np-239 8.40E-01
( 2 +- 21 ) 1EO 70 E O Co-57 9.9BE-01
(~10 +- 19')'E-1~
62 E-1 Co-144 9.99E-01
( 11 +- 14') E.0 45 E o Ce-141-9.87E-01
(-12 +-'32 ) E-1 120 E-1 j
Ho-99 8.63E-01
( 2 0 +- 3 8 - } E O 120 E O j
So-75 9.97E-01
( 3 4 +- 2 9 ) E-1
'97 E-1 61 E o Cr-51 9.85E-01
(-25 +- 18 ) EO
~ 78 E-1 I -131 9.50E-01
( 3 +- 23 ) E-1 Be-7 9.92E-01
(-20 +- 19 ) EO 65 E O Ru-103 9.90E-01
(-10 +- 24 ) E-1.
81 E-1 I -133 6.26E-01
(-25 +- 37') E-l' 120 E-1 Ba-140 9.68E-01
(-23 +- 11 ) E 0.
37 E O
- + Cs-134 9.99E-01
( 130 +- 22 ) E-1.
48'E Ru-106 9.99E-01
(-1 +- 28 ) EO 93 E O
.i
- + Cs-137 1.00E 00
( 1207 +- 52 ) E-1:
130 E-1 l
9.98E-01
(-8 +- 53 ) E-1 180 E-1 i
Ag-110M Er-95 9.94E-01
(-77 +- 59 ) E-1 200 E-1 Co-58 9.94E-01
(-11 +- 34 ) E-1 110 E-1
- + Mn-54 9.99E-01
( 393 +- 43 )'E 120 E-1
- + AcTh228 1.00E 00
( 39 +- 11') EO 32 E o TeI-132 8.81E-01
(-7 +- 29 ).E o 98'E.0 Fe-59 9.91E-01
( 68 += 73 ) E-1 240 E-1
- + Zn-65 9.98E-01
( S27 +- 82 ) E-1 2*0 E-1
- + Co-60 1.00E 00
( 8 53 +.12. ) E o 14 E o
- + K -40 1.00E 00
( 223 +- 35 ) Eo 110 E o Sb-124 9.93E-01
(-12 +- 35 ) E-1 120 E-1 Notes Activity greeter than 3* standard deviation A;'/ roved by
+
Peak is found 4
3 Y. h h ; -. -
.........,..uiu.,,.u......-,.....: s o..........
4 u.u.
...... n,i i....
D.E.McCur y
..n.s.n.a.u..s s....
i...
i..
....s.......i. ni e-..
j 10
.F.
..,i.
f i
i q
,q l
YANKEE ATOMIC ELECTRIC COMPANY M N d-~ U ENVIRONMENTAL 1ABOP.ATORY l
f 2nitial Analysis Report Customer !! Vermont Yankee Nuclear Power Corp.
Repcrt Date: 06/20/88-
'l l
' AttentionifiMSl^tI.dyiNE KEEGAN Analysis Date: 6 /15/88 i
MR. EDWARD CUMMING Date Received: 6./14/88 Reference Date: 6 /B /88 q
Septic-Solid j
I.
Sample Amount: 0.06
_Kg.
Lab Sample No.:
G73075 Sample Submission Code: VS Ls04 2388 7.57 days Other Analysis Requested:
None Elapsed Time Station No.:
04 Main Tank Bottom.
DECAY ACTIVITY NUCLIDE CONC. +- 1 SIGMA MDC
-j CORRECTION
(
Pico Curie / Kilogram
)
1 Np-239 1.07E-01
' ( 55 +- 25 ) E2 85E2 Co-57 9.81E-01
(-9 +- 30 )
E' O 99 E O Ce-144 9. 8 2 E.- 01
( 3 +- 22-) E1 74 E1 Cc-141 8.51E-01
( 137 +- 60 ).E'O 190 E O J
Mo-99 1.51E-01
(-60 +- 29 ) E2
' 97 E 2 i
5e-75 9.57E-01
( 85 +- 51 ) EO 170 E O 1
Cr-51 8.27E-01
(.14 +- 3 6 ) E1 120 E 1.
1 I -131 5.21E-01
. (-6 +- 74 ). E O
-250 E O Be-7 9.06E-01
( 12 +- 38 ) E1 130 E 1 Ru-103 8.75E-01
(-2 +- 46 ) EO 150 E_0 j
XI -133 2.49E-03 Ba-140 6.64E-01
(-8 6 +- 4 0 ) - E O 130 E O
- + Cs-134 9.93E-01
( 166 +- 52 ) EO 150 E O Ru-106 9.86E-01
( 12 +- 4 9 ) E1 160 E 1
- + Cs-137 1.00E 00
( 3824 +- 92 ) EO
.200 E 0' Ag-110M 9.79E-01
( 76 +. 96 ) E0 320 E O Zr-95 9.22E-01
(-2 +- 11 ) E1 36 E 1 co-58 9.29E-01
( 12 +- 60 ) EO 200 E O
- + Mn-54 9.83E-01
( 1126 +- 74 ) EO 200 E O
- + AcTb228 1.00E 00
( 7 6 +- 17 ) E1 49 E 1 TeI-132 1.99E-01
(~14 +- 22 ) E2 75 E 2 Fe-59 8.90E-01
( 7 +- 14 ) E1 48 E 1
- + Zn-65 9.79E-01
( 120 +- 14 ) E1 40 E 1
- + Co-60 9.17E-01
( 2240 +- 22 ) E1 23 E 1
- + K -40 1.00E 00
( 472 +- 53 ) E'1 160 E 1 Sb 124 9.17E-01
( 69 +- 61 ) EO 200 E O NotestActivity greater than 3* standard deviation
+
Peak is found Approved by x
Decay correction less than.01
^
........._,.....e.............,..
D.E.McCurdy.
..i s...
a...:. i s.. a.a,,........
u... o i.,... u.. m
...s
.a. 4.,
.....,...s s
s.....
.... a.e s.....
,.=... s, t....:...
s m
. se,..so
.s..c....
,s.
.is i....
.., s... i r
.,,o
. se.....
kI'
_-------.-_.__..,____._..____.__j
I i
l l
YANKEE ATO!!IC ELECTRIC COMPANY MNi EU Ertv1RouxENrAt Lna0RATORY
,ib,) 2 O.
Initial Analysis Report sfyt Report Date: 06/20/88 Custopgr4yer p.giiA%ankee Nuclear Power Corp.
Analysis Date: 6 /15/88 Attention: MS. ELAINE KEECAN Date Received: 6 /14/88 i
MR. EDWARD CUW!ING Reference Date: 6 /8 /88 HR.
STEPiiEN SKIBNIOWSKY Septic-Liquid Portion l
Lab Sample No.:
G73074 l
Samplu Amount: 1.00 Kg.
Sample submission Code: VSL104 2388 l
Elapsed Time - 7.57 days Other Analysis Requested:
None Station No.:
04 Main Tank Bottom DECAY ACTIVITY NUCLIDE CONC. +- 1 SIGMA MDC CORRECTION
[
Pico Curie / Kilogrart
}
- - - - - - - - - - - - -.. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - = - -
Np-239 1.07E-01
( 142 +- 88 ) EO 290 E O I
(-16 +- 99 ) E-2 330 E-2 Ce-144 9.82E-01
( 60 +- 73 ) E-1 240 E-1 Cc-141 8.51E-01
( 15 +- 19 ) E-1 63 E-1 Mo-99 1.51E-01
(-123 +- 94 ) EO 310 E O t
i Se-75 9.57E-01
(-6 +- 15 ) E-1 50 E-1 I.
Cr-51 8.27E-01
( 3 +- 11 ) EO 36 E O f
I ~131 5.21E-01
(-6 +- 20 ) E-1 67 E-1 I
Be-7 9.06E-01
( 37 +- 98 ) E-1 330 E-1 Ru-103 8.75E-01
(-5 +- 13 ) E-1 44 E-1 I
xI -133 2.48E-03 Da-140 6.64E-01
(-23 +- 23 ) E-1 77 E-1 Cs-134 9.93E-01
(-9 +- 15 ) E-1 49 E-1 Ru-106 9.86E-01
( 1 +- 12 ) EO 41 E o I
Cs-137 1,00E 00
( 21 +- 14 ) E-1
+7 E-1 Ag-110M 9.79E-01
(-20 +- 18 ) E-1 re E-1 i
l Er-95 9.22E-01
( 29 +- 23 ) E-1
'.S E-1 Co-58 9.29E-01
( 2 0 +- 13 ) E-1 (3 E-1 l
Mn-54 9.83E-01
( 3 +- 13 ) E-1 42 E-1 j
I i
l AcTh228 1.00E 00
( 2 8 +- 61 ) E-1 240 E-1 TeI-132 1.99E-01
( 25 +- 37 ) EO 120 E O l
l Fe-59 8,90E-01
(-1 +- 25 ) E-1 82 E-1 l
Zn-65 9.79E-01
( 31 +- 2 6 ) E-1 86 E-1 I
Co-60 9.97E-01
(-13 +- 22 ) E-1 86 E-1
+ K ~40 1.00E 00
( 34 +- 21 ) EO 75 E O Sb-124 9.16E-01
( 68 +- 3 0 ) E-1 100 E-1 i
I Notes:
+
Peak is found Approved by Decay correction less than 01 x
A T, M l
I n.
4
- i.... :-i.. -ir e te...na a.isa.a 4.== ne.m..e 6
.o.
..-i.
.a a is...a i...= 6.
- 4..r
~~~~--~~
0 ani.no.e...n..
m m
...,..n i.:
L L
..inua...... : s,na.i. -4. rn-a se.w na-a.i. a a au D.E.McCurdy.
]
...uais i e
,ie,* Law 6n.18,enas.
i 1
i 3
l I
-YANKE'E ATOMIC ELECTRIC COMPANY ENVIRONMENTAL LABORATORY
- 4. q r. g _ p i.;
~
iz
.-.a-Initial' Analysis Report jgu1~
Customer.:vf(egmont Yankee Nuclear Power Corp.
Report Date: 07/11/88
$httepffgq;mM4T/RI$BJE KEEGAN Date Received:-6 /14/88 MR.' EDWARD CUMMING.-
h Septic-Solirl 1
LAB. No.
DATE ACTIVITY SAMPLE CODE of VOLUME NUCLIDE
. CONC. +- 1 SIGMA MDC
REFERENCE:
ANALYSIS Kg
'[ Pico Curie / KG - DRY 6 /8 7 /7 0.022
(-14 +- 37 )E O 40E 0-
~
'S73075.
. Main Tank Bottom Sr 'd9 '
( 52 +- 46')E O
.62E 0-VSLs04 2388 l
s Motes:
.Apppoved'by
.ns quoted one-sigma terms include only counting statistics and do not represent
, tha propagation of all possible errors associated with the radioactive decay Estientes of the additional systematic and random vecertainties aret pescase.
- estibratire curve, + 5 percent, and sample positioning, + 2 percent.
- t' D.E.McCurdy.
__-_______________D
' YANKEE ATOMIC ELECTRIC COMPANY,
~
ENVIRONMENTAL-LABORATORY.-_
[
M A l3t c'Lg Initial' Analysis. Report g y e,;
Customeryg ermont Yankee ~ Nuclear Power Corp.
Report'Date: 07/11/88 Date Received: 6.'/14/88 AtgkoRfA All.16.INE KEL_AN v
- DWARD CUMMING Septic-Liquid Portion.
LAB. No.
DATE ACTIVITY l
SAMPLE CODE
.of VOLUME NUCLIDE CONC. +- 1 SIGMA MDC l
REFERENCE ANALYSIS Kg
.{ Pico Curie / Kilogram')
S73074 6 /8 6 /19 1.002 Sr-90
( 113 +- 98 )E-2 200E-2'
)
VSL104 2388 Main Tank Bottom Sr-89
(-10 +- 11 ) E-1.
22E-1 l
t l
l l
.fEotes:
Approved by. -
O quot d toe-sigma terna include only counting statistics and do not represent
~
.{
Q prapagttion of all poselble errors associated with the radioactive decay C3ess. Eatinates of the additional systematic and random smeertainties ares Bibration curve., 5 percent and sample positioning.
- 2 percent.
R' D.E.McCurdy.
l
YANKEE ATOMIC ELECTRIC COMPANY
'd' I.t r :1 ENVIRONMENTAL LABORATORY -
'.}UL i 1 :
Initial Analysis' Report YAEC Cughpaggts,EMgggqt Yankee Nuclear Power Corp.
Report Date: 07/11/88 Attention: MS. ELAINE KEEGAN Date Received: 6 /14/88 MR. EDWARD CUMMING Septic-Liquid Portion LAB. No.
DATE ACTIVITY SAMPLE CODE of VCLN E NUCLIDE CONC. +- 1 SIGMA MDC REFERENCE ANALYSIS Kg
[ Pico Curie / Kilogram )
)
H73074 6 /8 6 /20 0.003 H-3
( 26 +- 15 )E 1 49E 1
(
VSL104 2388 Main Tank Bottom l
l i
Totes:
Apprpved by GDa quotsd one-sigma terms include et,1y counting statistics and do not represent (De propagation of all possible errors associated with the radioactive decay Des.cus. Estimates of the additional systematic and random uncertainties are eglibertian curve, + 5 percent, and sample positioning, + 2 percent.
.f.---.--
- [
D.E.McCurdy.
APPENDIX B Computer Code Outputs This section contains copies of the computer code outputs employed-in the calculation, as follows:
f' l
B.1 ALLEGRA - Gamma Ray Spectra B.2 DIDOS-V - Dose Reduction as a Result of. Plowing'.
B.3 ATMODOS - Radiological-Impact During VY Control of the. Disposal l
Site B.3.1 Impact due to Mn-54 in the Septage B.3.2 Impact due to Co-60 in the Septage B.3.3 Impact due to Zn-65 in the Septage B.3.4 Impact due to Cs-134 in the Septage B.3.5 Impact due to Cs-137 in the Septage B.3.6 Impact due to'All Nuclides in the Septage B.4 AMODOS - Radiological impact Af ter Temination of Vermont Yankee Control of the Disposal Site (All Nuclides)
B.5 AMODOS - Unplowed-Land Dose Conversion Factors for Radiological' Impact Assessment B.5.1 Impact due to 1 uCi of Mn-54' B.5.2 Impact due to 1 uCi of Co-60 B.S.3 Impact due to 1 uCi of Zn-65 B.5.4 Impact due to 1 uCi of Cs-134 B.5.5 Impact due to 1 uCi of Co-137 B-1 6680R l
.l
Gamma Ray Sr>ect ra B.1 ALLEGRA W
O 4
h e
O to 7
- m i
4 i
O 5
J m
8D CD ID f4 sul O t4 i>
N WJ i
4 tm O
4 8A 41 O
ee 4
2 O
M og te k
O L*
O fe O 3
$~.
L to f*
LC e
4 2
61 4
W k
e 91 U
to O
4Om 4
2 e
d ED W
O Fw 9-2 4
&a.
E1 4
W M
O w
M e
w te k
O 2
en se me 41 O 3
O O
oo 2
2 to t-U W
4 4
2 M
41 84 W
M M
A O
w ed M
.D e
$4 W
- e 2
4 ee me 9 O kO w
e 4e CD 4
tm W
D 4
W M
3 F#
O4 m
W 4
O 4
dr 2
- 1 3
e (4
W D
k T
ee '
M 4
es em "O w 4 a0 61 ti el h
OOOOOO Es W
ew W
5 e i e i e h
F=
k W W W W Las W f4 4
=0 4
- #9 enf=>>
4 b
L1 2 ** O
- 1 w
p1 r
e *&1 O t14161, 2
e O ED M (D et 54 f e
e e e e f4 4
O f 4 4 4 d e se > m O.
e ew W
C4 O 2 ** O O
P O
ED U
t is 4
h O O O O O **
41 O ** ee 9 O L1 ar es es e4, er O 414 4 Fi M ri 99
.J e O O O em en ee O
f4 4
- L1 e% O 6161 4 W
M f 4 84 PS 616111 h
== O O ** *e in m
SD M
4
$=
K 4
K
=
64 O E4
- Ab 4
at 4
O e O 61 f4 M fi O
M e 41 4 4 ee em
== 2 O E M M 4 t.e e
3
- 2. u e 4 u y es e.
M>
e O.
6 de O se E4 r1 of 61 +0 $ s GD e.O.
U 4 %s 4
uM O
O 4
ss etWo Waa 4
o ENTECH ENGINEERING, INC.
P101-EC3 Page B.1-1
w E
G A
3 F
0 0
t t
3 5
/
7 6
0
/
8 8
~
7 8
1 3
1
)
6 9
3 S
2 N
9 G
/
2 3
7 I
/
F 0
3 6
H t
0 U
E S
F T
C S
3 F
2 0
A O
N D
A 9
T T
O A
H
~
0 0
H 4
7 T
3 R
1 C
E 5
E T
0 M
C F
I N
A T
I f
Y 6
6 f
000 0
4 9
G 0 00 N
U 4 + 4 E
I EEE 7
0 T
R 0 00 3
C 5
E 000 4
A 1
E 0 00 N
00 3
0 Y
D I
G L
T 1 I N
E 0
I E
I
- - =
F 3
I M
2 T
3 C
C E
5 A
E T
N G
M A
E 7
U S
6 3
E 0
1 E
S.
L A
E P
E P
S D
A 1
'E T
0 A
E T
H 8
P T
T A
A N
I 0111 114O2 U
2 F
T T
t A
A M
T i
3 T_
D A
U 0
H T
O S
N 6
E 6
C O
= = - m a**
.D E
I 0
N C
N H
R 0
) ) 1 ) ) ) )
G F
1 : 3e36?89 21 1 T
u 3
T A E
) 5 t
U.
FT t ( t t ( t ( (
0
( T TTTT TT T N
a t
I T
NU I
R S
G R RRRRRRRR
=
N U
E 0
- F L'
N NNNMNNNN T
S 4
O II fI II I N
A S
I I O
F I
EI O
A F FPF FFFFP I
N T
E H >
A P
L K K KK KKKKK RS I
I 3
TE EU V
3 H
^
R S
F NT I
t : : : : 1 : I T
I L E
I 3
C D
L S
LC H
T I
T N
FN T
C 2
N E
O P
R T
T A
L O
) I I A
MI Y
N R
R U
IL.
ST N
7 S
A V
O A
T S
TOG R LR I
D 0
3E M
C TRSC E
FRA EUO N
0 1R M
RBEE R
OTL T MF S
A 6
AA A
T Y AII PA NF E
E 0
B G
U RR LT SR Y
NO MTY D
S 7
S O
A P I
T A
OCL UT I
E 2
RE
.FI L
D OD t
T R I NVCCSSC I
O "I NV C
I
/I N
PLII IETT E TTR I
L DL R
LuACISEE ENN U
T N
C 6
NC
~Y F
TRAC TTE LUO CYC U
0 AU V
N T
EANNT E
C
(
T A F
N N
T I
D I ACDFMOOA SY T
O E
7 T
E TEESMCCI TA ESC T
1 3H I
S APT - A D
TIR M NI R
U 3
1T SO A
F EDSAEG12E RVT UEF E
F 8
CP C
I D
LF 1 1 M AIC LT O P
N C
I YAUOL R
RTE ONT M
I 2
D D
E LAMCTAtEE PCP VI O U
SF I
II A
P CCMLOT rPT I AS S
N F
S UEAASOAAN L
CEI O
0 N DGCITTTI TA CC L
4 EM R(
R TFM UUN T
S 0
EE AUM R R.
A T
5 RC R
S ANA OOI O
I 5
HH A
E G
U DI G 33M T
L 2
TC E
L L
A e=Ch%Mrg63 g
ng) 3 n
3E) g ig)g "bC b
l 16 c 63 3.gM()to i
l e
=. ;
f
l PS l
sn O
O O
O O
O em O
O O
O O
O
+ + + * +
W 6e W
W W
&al W
W c
4 0
0 0
0 0
o m
2 O
O O
O O
O O
O O
O O
O O
+
g e
e O
M 99 e
fd 4
f4 O
4 2
O O
O O
O O
O O
O.
O.
.O 9
O d
O
{
+ +
- +
G 2
W W
W W
W W
G
+
o C.,
O O
O O
4 O
O O
O O
O e
O O
O O
O O
em e+
W e
e o
e G
W m
En O
4
- g 2
84 4
2 e
O O
O O
O O
I E
O O
O O
O O
4 E
O e
W
+ + + + + +
O 3
k nse W
W W
taJ taJ os 4
4 O
O O
O O
O O
4 es E
O O
O O
O O
i 2
4 4
O O
O O
O O
l 4
66 J
O W
4 E
M o
k g
i O
W
- e U
O O
O O
O O
M e
O O
O O
O O
e o=
W e
+ + + + +
+F*
O L
e6 g
W W
W W
W WM 2
4 4
44 O
O O
O O
O **
ea E
O O
O O
O O4 O
O O
O O sir o
0 gn e
e O.
O.
e e
C es es 2
(A em sa d
W u
W U
D W
4 L
4 O
O O
O O
O 2
O e-0 0
0 O
O O
i se G
g W
+ + + + + +
0
=J 4
E W
Lal nah W
W W
2 W
t O
O O
O O
O W
W me O
O O
O O
O E
0 e
O O
O O
O em W
in O
e e
e o
u e
2 4
W O
k-W D
2 0
4 tse 4
3 O
O O
O O
O 4
W G
2 O
O O
O O
O En 2
es
- * * + M+
+ +
laa 4
O taA 44laf led 4W Gee taa to G
6 O
O D
C O
O 4
W (A
se O&O O DO O
O O
2 en OUO OUO O
O M
4 O
O e
e O
4 2
es nu ee ee
> *=
o-4 E
u 4
4 4
W fe 2
46 4
O O
O O
ee O
g e
O 0
0 0
0 OEO 4
E U
O Las
+ + + +
t h+
g W
2 E
W W
W taa W M a#
se t
O hm na e
O O
O O
O ** O og se O
2 4
O O
O O
44O a
O J
E W
e o
C O
9 &O g
u >
0 0
4 4
e 4
e o
e-9 W
d 4
O se 4
k g
44 lof a
O
- O O
O f8 O
X u
W 2
O O
O O
O O
o=
W X
g
+ + O+
+ 9 a te +
0 O
4a8 lsJ 4W Ltd M las MLa#
E em 44 se 8
O O
O O ** O *= 0 se
=*
4 O
O sa O O404O 0
02O.
O. E e & O.
en 4
e W
E W
E e
ce we O
G 4
2 ee O
4 ea W
es in 3
2 4=
H M
er M
4 ee 2
O O
O, O,
O.
O.
O.
O en U
=
em C'*
448
%na laJ Lal 448 tal o o b
4
.ao f.a u
o M
u 4
u >
ee O
.. n en.
u tad 4
w O
e M
M f4 4
W id 4
O O
e H.
e.s e.
4 e
en se es se 94 84 og Q
nas 4
M E
3 W-2 E
u O
e. s n J
Q
,J n
4 4
M M
99 4
La#
U
- e
==
ee e-
.J D
2 O
E ti 14 4
D
=J E
E W
to U
U 4
ENTECH ENGINEERING, INC.
P101-EC3 Page B.1-3
M
.DS' OOOO. f4 O O O 0000 W
OOOO OOOO OOOO
- O
-WW -
4 gE
++e
+
e + ++ ++++
'k WWWW WWWW WWWW OO OOOO,OODO 0000 e
OO 0000 D OhC-COMO.
O. O O O.o D. O. f.4 0. O. O. O. O.
l O
hO e e e
n o.
I e>
te ee.
og e
O 9
m
- DD DDno OOeO OODO WW 0000 0000 0000 KK ' *
- e+
e+
e+
++++
WWWW WWWW WWWWi OO' OOOO OOCO-OOOO e
OOOO m
te sed.
OOMO OOMO ' OOOO OOOO ' fs O 84 O e.'
to b O.e g
M M
e e e o e o e e e e e C
4 eh efe F4 m
gg 2 -
O te m
N b
e
-0090 0000 4
E e
D
~DD 0000 O - k WW. OOOO 0000 0000 m
en ~ EE ' *+*+ + + 0 + ++++
' WWWW O
W W
WWWW WWWW '
0000
'.0000 2'
OO 0000 00h0 0000 O000 4
4 no '
tt O O000 O O tt o OOOO G.
O 34 e e e a e e e o e e e e e
. g O
2.
ep.
t4 On' m
6
-d W
4 U
k '
g DD 0000 0000 0000 e
H 4
WW OOOO 0000 0000 2
4-k KE
++++ ++++ +++ *WWWW
=
'W.
WWWW. WWWW - OOOO l
M DO O90O OODO
).
b OO OOOO OODO DODO l
e O - m 84 0 0000, 0000 0000 2
D O
a e e e * * * * * * * * *
- a a
en
=
M W
U W
W 4
k t.
i 2
4
=
G 33 000m 0000 0000 O
eJ WW DOOO OO00
'OOOO 2
W 5
EE
- + t
- + ++ ++++
=
WWWW WWWW
,WWWW '
W k
=
OO 0000' 0000 OOOO E
00 000m 0000 0000 U
t O
W le 00064 OOOO C000 W
M O e o e o e o e e e e o e
- W
' W e f4 M
2 0
2 J
4 W
W 3
e W
z M
W DD 0000 0000 0000 W
D WW 0000 0000 0000
' t i
M A
=
EE
- e
- ++ ++++
4 W
D WWWW WWWW WWWW' M no OOOO C000 0o00 M
i
. a 4
hn OOO4 0000 OOOO-4 i
1 4
2 4
Of4 0000 0000 0000 a
O e e e o e e a e o e a e e e
4 4
E M
e #4 m
m 4
m G
N',
(4 E
N 4
e D
M 2
U E
DD - OOOO O C' O O. OONO M
0000 OOMO 0000. 6 W
A WW O
k P
EE
- + *+
0+
++ 4 + =
O O
WWWW WWWW WWWW J m
E no OOOO OODO OOOO d
k te n OOOO 0080 OOmo 4
O J
4 w
Mh 0000 OOMO 0000 b
e M
O *
- e e o e o e e e o e e 4
4 4
j O
4 e m 4
h M
W g
M e
K a
U U
G W
W m
3D 0000 O m o re 0000 k
9 m
WW OOOO 0000. 0000 E M
EK
- * ++ + e+0
++ee w
b 2
WWWW WWWW: WWWW 4
D D
OO 0000 0000 0000 4
E e
MO 0000 OMOM 0000 K
E O
ta f4 0000 OHOW 0000 >
4 2
O e e e e e e e e e o e e e U
O k
e m (4
e n
W kM m
4 1
DD mmOn mpem OOMO E
1 WW 0000 0000 0000 E
w D
EE e t o 4 e t l e
++ s
- 4 WWWW WWWW WWWW D M
OO ODOC OODO C000 U
OM G r4 0 6 e fe h te 0090 k 4
mm MSOM mh>9 OOhO O O
O e o e e o e o e * * * *
- e ce >
fe ti to M M er
- e W
G 4
.E a
w R
W E'
at a
O e.
h h
J G
J p
4 4
M M
M 4
m e
m W
W O
d 3
2 0
. 2 M
M 4
e J
K E
u
.4 o
o 4
i I
ENTECH ENGINEERING,'INC..
- P101-EC3 Page
.B 1m4
. 1 1
J
5 E
G A
F 0
3
/
6 0
/
8 8
)
8 8
S
/
G 2
N i
2
/
r 6
M 0
U F
1 0
K
$S N
R D
A H
O T
(
H 0
E 4
M
]
R T
E T
T C
r A
N A
C I
E s
T Y
[
G I
F N
V O
I I
E A
I T
N R
C O
E N
T D
C I
G L
N N
E U
I F
E F
H A
C E
S T
E A
N G
E A
)
U S
E E
S I
E R
D U
S A
E C
P T
(
A A
N Y
I T
A M
I T
D A
V T
I 2
N T
O C
N C
A E
D G
F I
I O
D R
A O
l R
a s
P O
E A
T Y
S A
R I
C T
C D
E E
P F
S Y
A V
M M
A G
1 Y
T 0
6 4 665 5
I 0
00 000 0
V
+ - - - - - -
I E
EEEEE E
T 0
00000 0
C 0
1 317 9 9
A 0
35055 5
O 0
8 3 9.e. 2 7
I P
2221 9 9
A R(
C A
P M
I 4 054 7
?
R G
L 56 633 3
E C
1 1 1
L U
NONSS A
L N
MCZCC P
A 1
1 nco"R b :tQ b %t b n ' 2 Q D%i o)2 4
'tC 34 in3d 3
2' ch eCE t
l,, o b
il)]l1l)1 lll
- i' ;;
1j i
- x 4
6
- i 0
- M t
- N
- E 0
E
- V 0
G 0
S - I A
I - G F
S.
4 Y.
0 L.
3 a.
4
/
N -
0 6
A - L 0
- A E
m
/
E T
7 9
H - O 0
9 T - T 0
0 N -
I -
4
)
E.
4 D -
8 0
8 S
R.
/
G E. R N
T - E E
I N. H 7
/
F U. T 3
6 M
O. O 2
~
0 U
C.
F N.
1 E -
4 0
K
)
N S
S -
D A
R E -
0 O
T H
P. S 0
N
(
I. N
+
0 L. E E
4 E
C. G 0
M U. O 0
R I
N - L 0
0 E
T
- A T
L. H C
F Y
L.
N A
A A -
S I
C Y
E
. S 0
R e
T D
. E 0
E G
I
. S 4
H N
V F
. A E
T I
O
- G 0
O I
T 0
R E
C N
0 t
0 0
E A
O
. P N
I
. O I
D T
. N 0
G L
C 0
N E
u I
u
- X 4
1 E
F F
)
. l 0
H T. H D
C A
I.
E N
M - N 7
A E
T E
S I - E 3
N D
A L - V 0
S 0
N E
A
- I U
)
D - G E
S E.
4 E
S E
I.
G E
I F.
O S
D R
I.
4 L
A E
U C.
0 A
T C
E. L H
9 A
(
F. A E
A N
S. T 7
2 I
S
- - O 0
T 0
A M
L R - T 0
D A
A E -
0 T
T S.
N O
U.
4 O
T
(
N C
E Y
0 -
4 S
0 G
r T
0 -
E O
1 4 - R I
R v
E - E E
S O
L i
0. H 7
A A
T 0. T 5
D
- O 2
0 S
C E
0 O
A t
A P
D 4
9 S
I R
0 I
D T
C D
A N
E R
Y -
0 T - S 0
2 F
I. N 4
S 0
Y V. E E
A V
I - G 0
M T - O 0
M C - L 0
0 A
A - A M
G H
F T
O I
Y W -
S 0
T
- E 0
S S - S 4
T I
U E. A E
S P
G 0
I T
I 0
S C
L..
0 N
O 0
C A
C. P 0
U - D N. N 1
X D
I A
0 H
R
)
0
(
S
+
E A
R E
D I
R H
0 O
t 0
LC 0
U T
E L
N L
A
- ) s5y1o,
)
b)3Ch$bbD
%C-u : c) e 31)Q D'bCO 3
n i6chltCE 5$.
0 l'
s.3 y1d 3\\
c t
i
,lt1 i
a
)
1 I
1 l
1 O
4 1
1 O
9 f.
=
4
}
f
\\
O N
l j
G g
e.
O O
O O
O O
O g
,a e
+
+
+
4 W
W W
W W
W l
e.
E h
4 M
O f*
l e
Q O
tm O
F*
O T4 g
to s.
O.
e O
j, l
fi 3
rs e
e g
O e
(4 4
ED a
ft E
68 d'*
- s k
4 E
O D
DDD OOO OOO OOO OOO OOO OOO L
en WWW 00O OOO OOO OOO OOO OOO
.e g
ggE
- e +
e *+ +*+ * ** + + + +++
0 M
D gsWW W W t.#
tes W W WWW WWW WWW E
O OOO OOO OOO OOO OOO OOO OOO O
O ** O OOO OOO OOO OOO OOO f
I O
4 2
t) 64. O f.e. f.
O. O. O.
O. O O.
O. O. O.
O. O O.
O. O. O.
O. O O.
O e
E O
e O
O M
O LaA g
M O
4 e
O 3DD 04,O oho OeO o fi c OOO OOO j
W D
j u
k WWW OOO OOO OOO OOO OOO OOO 4
EEE
- ** * ** *** *** * * * *+*
2.e W W W' WWW W W Las W W tes WWW WWW OOO OOO O t- 0 O ED O O>0 OOO OOO j
b e
OOO OOO Oho Oeo O F4 O OOO OOO ES f.4 O.
O. O O.
O. em. o.
O. 2. O O. >. O.
O. O. O.
O. O. O.
j O
2 D
O.-,.
O n
K V
e-W U
4 W
4 2
e G
D>D O*O O te O OOO OwO OOO OOO O
J a
W ans W OOO OOO OOO OOO OOO OOO g
W O,
EEE
+++ + e * *** * ** +++ + + +
W W
WWW WWW tas W W WWW W hat tas WWW b
en OOO O #1 O O>
O O@ O OfeO OOO OOO N
N h 6) O O9 O O9O OP O OeC OOO OOO u
4 O ED C.
O. f =. 0 C. gs o ONO O. 0. D.
O. O. O.
O. O. O O e e
e e a
e gg as
>=
W E
O 4D D
(d W
=
0 W
4 3
s W
to 40 W
D>D OOO OOO OMO
== w 0 COO e4 4 O W
H tes W td OOO OOO OOO OOO OOO OOO O
G d
EE E
+++ *+ + + + * *** **+ ++ +
}
e W
u WWW WwW www WWw WWW wWW 4
ms Li O O OOO OOO O F4 O oho OOO 54 > 0 j
4 W
ts bo OOO OOO Owo r4 94 O OOO
====0 OOO O00 99 > 0 0OO
>>O G
E in MOO D O. O i
- a O *
- e *
- e e e e e e e-g E
ag M
==
ri ts G
4 J
nas f4 2
M e
O 3
u > >>>
0OO O v4 OOO O00 OOO OOO W
O WWW OOO OOO OOO OOO OOO OOO k
E EE&
- ++ *
- e
- +++ +++ +++
O, O
W t.s W W W to W W W a.#
WWW W s.s to W s.s W e
g E
OOO OOO O O e4 O>0 0 Ps O OOO OOO O
J W
D #* O 00O O>0 04O O f4 0 OOO OOO 4
rd 91 h O O. O.
O. $.4 to.
O O O.
O. O. O, O O. O.
O. O. W.
g in e
C e f4 84 h f4 a
4 O
E i
4 k
E g
4A 4
O u
O W
L r4 O O O O te F4 O O
- O O OOO f4 O O h
8 3
ess W W OOO OOO OOO O00 OOO O O. O en O
EEE
- + ** + **+
e++
+++
- e
+
b WWW nas W W 4d W W WWW WWW td W W 4
D O
OOO 4OO OO@
OOO O#90 00O eoO
- OO ooh hOO g OO OOO em o O O* re O E
o f4OO ee h O OOO OOO f 4 (4
- 9. O O O O O.
E ID e e e * * *
- a a e e e a e e
.e e
+=
O e
- e 54
==
84 M
f4 fe e
o ee P>
4 4
4 O
O O.
O.
O.
O.
O, O,
.e W
W W
Lad n.a.f L,aJ
'a*W h
.u
- u O
O O
O O.
4
> D CD.
M.
(D.
E.4 f.
w
.O
- u. u f4 f.
(4 G
4 K
w W
E, G
,.8 O.
O N
n n.e n
O O
u u
e D
F O
2 En to 4
.J 2
E u
e4 u
u me at ENTECH ENGINEERING, INC.
P101-EC3 Page Be l-7
]
l Wc 4
en.
O
^
n O
O 4
O
)
e O
G s
O w
- =
1 m
it3 m
O 2
to 2
W s
f4 L1
/
k O
e's E
A O
D 4
k 1
m k
O 4
D i
2 2
O l
G 4
4 W
)
O M
O E
en O
4.s 9
m O
4 4
d W
G han W
X e
W tw U
k a
2 4
AL 4
e.
O E
2 E
F 4
O 2
0 2
D 4
en M
Z re d
b H
I W
U 2
I W
4 W
2 W
D e.
O 2
+=
0
.3 e-M 2
tal O
O W
k m
1 2
W U
u =
l W
M M
V S**
J d
2 O
O D
W 4
D C
3 2
e W
w M
.J W
A W
m O
4 E
4 W
me es, b
D k
4 4
2 4
E a
4 O
r.
4 U
W W
f4 I
GH e
O t.
2 W
D O
W enf k
E 2
O.a O
w O
e M
O
.d 4
en U
e W
Lal Z
Q r
D 4
k 4
k W.
sh og 6-4 U
O W
nas an m
A 0
4 4
end W
.a 4
D tes E
ed 1
4 O
O M
em W
2 tas O
to O ri O O O O F4 e6 p A O fe ee O O OO h
O OOOO OOOO OOOO OODO OO O
o.
4
+ ++++ +* * * ++++ +
e**
- +
E W
tai W W W 4el let taa sa#
ens W W Saf taf W tsJ &a8 taf W taf
.D.
E O
t-COO 009 = nomo e>OO OO e
j e
4 400 00 e4 cc e #4 0 4
O mono OOn=
m hHOO OO U
O O
p O te O O O n. M
> ge e O 4
O f4OFO OOt M.
O.
O. W O, O P,1 OO e
e a e e e o e e
o e O
me og Ps f4 f4 es ** f 4 f4 ts te G
4 is O OnH OOOO OOOO OCOO OO
.g D
CHhh n n 61 O OOOO OOOO OO
.J g
ta8 es f 4 M D 50 f d f4h h D n el MMOO OO 4
O,
.E O. 0 0. O.
O. e.s g a M.
- n. a. r h.
E.d h. M. O.
,.O.
O e-O
,a,
.... e n W
+8 ENTECH ENGINEERING, INC.
Page B.1-8 P101-EC3
i 7
i l
v.
- 3 i
- t I
F g
4 L
. 4.~.
W.
1 o
4 h
O.
99 A
- :1 J
4.
O.
I -
. C, ':
O 8
f-ee e
O, e
9 O-f ;
.f so,.i -
r, O '
a
' O
.(
.n W
J e,.
m-D.
l f4'. 2 - 0 t4 ' we. @
G
- 4' E.M..O O - p W
E l_
ee e.'
k d,
O D
O i 2.
O db
'4 O
es
' O - >- E O-E 4
'O O,
W in 4
2 as as tea W
haa O
E 6-O W
'- *, k
.a UE 4-4 q
2 E
De
'k-I' e'
a 4
l O
M G
D W
E.e i
o
- en te
- ed e
+5 e
as# ' U C
2 W
4 W
E W
D flls
.J O
.J db (g
3 W
D.
O W
3
' th 4
E t
u e
W W-taf 3
O p
tee 4 ' aO
[
3 W
E e
W W
w m
N W
W to se taf E-
- a 4
See E
3..g
. av F
'j 4
E M
4 E
W u
fa
-4
> - W i
4 Ga h
f4 3'
eg e
O ns i
E' u
has O
W en
~
p B6 4
2 O-laa O.
W
.J O
.i San
'.;I 4
(g U
1 9
m 2
l O
D 4,
.*4 4
D b
K~
M d
W-4 l
u Ee 3
.)
W Gas M
i 6
4 4
in 4
l E
1 4
E
- E 4
E O
5 4
O
.J 8
et 6-O' p
O te O M O O O Ofe 40hO f4 ee O O OO h
O ODOO -OOOO OOOO OOOO OO O
em G
- **** **** ****
- 4 * * **
e p
3 ts8 ' esA W W W tsJ W W ls#
W W W taf
&na 4 8 se nas an# tas ses ee 4
O hOOO - O O e **
- 9OSO
- >OO OO s
e da O
4DOnO O O 99 **
O 9 f4 0 4 fe O O OO' f4 O
hnOO OO U
S O'
n 0 84 0 O O p f4 4 e a,e O g
O g4 o p O O O ys M p te OgOO OO gg 4
h itf4
- ** 5 4 f4 h it O
i E'
4 g
)
O Onn OOOO 0000 0000 OO OoOO DO bn.O n
nOO O. n.. s e, n n o.4,.
n onOO 00 4
f n o ft
=
w
=d O. O. O. O.
O. em g4 M.
- n. m. t.e h.. t.o es. n. O.
O. O.
.. 1, O
F-O u-
==e*
it Ed 9% o
- f. > >
.J
' tai
.i ENTECH. ENGINEERING, INC.
Page D.1-9 P101-EC3 I
4
".L---
\\ }..
r-
' ly.
i
l
)
i I
.'.4 }
4 i
I 1
i e
i O.
"f l
f ee i
9
. Get.
O
-)
e k.
L, c
O M'
f:'.
e
. O<
O O
m.
O, J
I...
m'
, se J
1
('
- a p-
.c.
I f.-
i m
j e an e
A O :. O te E
e
$4 m'
1 N
k 3
E e - - -
pr.
O 3.-
l ee > 4
,M 4
k i
n
.o w
- O 2
O' i 4. b~
as
. O V
'ts O
E :
2-l' O
j O-O 8
K g..
W i
Wt 3 2
e ' 4+
4 W
E, a^.b O
g
,a-l me -
a E
k die r
a D
d e,
'f AS 3
0 2
-D
=
sa to e.
l og e
6 e
.e 2
Las W ' M naa
. 1 La#
4 2
- O ee
& E==
gn.e
' O
.E a
e.
2 W
Em O
$n a
nas
.p l
las
'k ea 4
.J k'--
g l
K U
S og a
g -
W U
M g
W W-ir E
O L
3 g
. nas e en D
O 3
4 Z
e W
K w
O.
04 - W g,
tal en W
W' en Ee O E 4
enf me an 0
4 se 45 3
e 4
> *=.
U -
e-es G
E l
se 4'
O led
+-
tas G
j 34 in.
O u
R U >
O taf W.-
E E.
O k
e O
- e O
M me O
J.
4 M
U 4
en gas y
O 3
4 4
4 b
en as ta 4
O G
4e3 saa sn in '
s t
4 4
80
. 4.a8 b
A 4
3 tas E
E E
4 O
O se las O O O F4.
g W-O rdOMO eOhO f4== 0 O OO h
O O
OODO DOOO OODO ODOD O. O to es + +
es a
+ ++++
+e++<
+ +++
e ee*
D E
laf ga) 4p# ha# tsJ ts# &a) taJ 468 haf tal lef laJ
&af laf taf la8 laf $n#
tal og E
O 4.OOO OOg
- e MOeO e >0O OO 4
Ga 4
O mOpO O O 99 **
O 9 de O e f4 O O OO Fe U
ED O
O O #4 O OOOM ee30 h ti c O OO O
RJOpO OOhM
& f4 we O O 09 O O OO M
g O
- e -
e h
te se en sa to to 8s f4 G
4 86 Copp O000 0000 0000 00 a
3 OOhh M 61 61 D MOOO OOOO OO
.J et La8 me to M M e 84 84 h h 4161 El ytMOO OO E
g-e=
o,a, E
O. O. O. O.
O. ** 6 4 M. p ID. t.o h.
- t.e h. bi. O.
O. O.
O
,.<una u m.>
.s.
- t ENTECH ENGINEERING, INC.
P101-EC3 Page' B.1-10
a mOUC-om T I 3 s%
O e
I
,O C ['
I ggum MGOCb+cvO2 @ A' Q
D.0 t
e t
a E
G.
t S
0 m
C
/
7 0
/
8 8
m
)
4 u
/
0 1
3O
/
0 C
D m
1 7
N 6
a 5
L u
E 4
3 D
O 1
w D
7D e
0
?
t m
tt 7
u 5
r 6
U a
0 0
4 C
3 0
1 S0 ti E
e a0 K
f 9
C a
a 8
A 7
E 6
0
/
E, 4
3 T
er.
- u0 t
o Y
4 1
r m
/
0 s
9 n
m i
A 6
3 u
E 8
u a
F 7
r6 R
t T
5 0
4 4
E 1
N 3
I M0 s
G 1
O N
40 R
u E
G 7
F N
8 a
H I
7 C
T 6
v 1 5 E
S 5
I 00 T
I 4
T000 s
i L
3 C
e A000 E
A 1
u T
30 2
A 9
a 7
G 8
E
)
?
6 a
00 T
y
- v E
t 4
E 00 P
1 T
N 3
s 30 1 1 E
- 0 r;i S
9 A
O 8
T P
7 u
6 o
E 0
C&
0 00.1 C
4 R
3 r
U O
00 -
O 1
S 1 0
. 0 9
r r
8 s
t o
7 1
6 D
r T
3 2 3 10 0
a 4
t 3
c T
1 a
1 V
R L
A t
t D.
- D 1 :34 5 t.
aE u
C3 i
L Y
(C V
S D
?
kMmo4 M=QH%MMwH%Q~
Z c
L 2ewiMOu i
5no w
t.
1l!l
84 1
W 19 4
e6 e
f4 O
t.
O (O
SD e
4 (O
N 41 em (D O O
des en tw 4
e L1 a
U ee
- 1 W
O (4
su ee
- s Ce Cs O 0
W 4
4 41 la 4
M M
U.
o fa 3
g
.e M
D
=0 O 0 f4 6-U OO 4
4 (D.
r W n.s W
4 E
O4 W
41 D
ti f
- M 9
H de O 2
ti ed 4
se m fd te p
me
==
ce
's (1 O en O 8=
.J 0
OO 2
W ED D
- +
>+
k rs O
WW g
4 4
W O f1 W
- =
61 41 to W
9 se l e **
2 r4
.J e.
4 44 W
e4 f 4 O
M M
g O L
a li W
45 OO 2
to e
e
- 2 f*
W tef U
k 4
LaJ O *F 54
$1 O
O (O
&a.s p
w 4
41 84 2
of 99 3
W te W
ED m 4
en in 6
99 O O== 4 4
Ke O O O Sin 80 tes* e +
tw
> W W isA e
6*
4 eOOO la 3
51 2 O L14 g
h er w O pg >
e.
2
- 1
=
- a a
4 41 **
I.e neA M
e e
g m
84 O 2
== i d m
0 OO Q
ED U
4 +
G f-W tse 4
k O =*
1,1
- 41. M 0
64 u,
. n.
n.,
3 E4 4
ri te
- e
$4 O,u
-O O - r.,,
k $,4 O. O
.4 2
O
-2Ww w
4 Kew O 61 F
61 81 f 4 e inf f s >
eg
,te, c
ce
.4 ea
.J 4
0 c.
as
&C
- e f4 ri 9 64 4W 2
MM
-a>U 84 Oc e
Id' ENTECH ENGINEERING, ING, Page B.2-2
\\
P101-EC3
3 E
G A
F R
9 1 89 7 4
IA) 01 000t 0
0 R
0 OH EEEEEE E
/
3:
7
)
T /
9 1 t380 8
0 ri R
0 1 4 0 2 9.. 7 0 0
E(
/
t S
8 S
O 1 1 9698 3
8 S
P E
~
)
N 3301 0 K
A 6
00000 C
T LP 333333 8
I L
A U 00 0000
/
EEEEE H
E VD 3
0306 0 1
P L
E EEtEE O
1 R 0.. 0 0 0 S
GH 0903 0 S
LP 3 e 8s
?
L I
R 4 807 6 6 A
/
4333 T
4 4 s
O 0
I D
1 A1 1 1 3 A
Y Y T R
L N!
22222:
T A
I u N
1 A
0 L
D
)
)
)
A 000000 0
S) S T
)
G N
LP 00 0000 R CI M
H E
O LU 4 6 4 *
- t
~
t E CS E
(
P I
RL 701 3t:
AD EEEEEE t
T /Y C
(
S E0L R
T N
EI 33 4 837 1 0 t
M( A E
H E
E vU 7321 F
G L
H 0
OP C
N L(
N
(
I G
I 0
1 1 1 1 1 1 A
A T A I
L I T T E
N D
4 M
O RHIT S
H A
E T
D EG SN I
1 D
000000 8
A C
T I uE 3
0 Li 0 0 00 00 0
u A E t 1'
T 00000 8
0 Et E
0 M HpN L
L E - A 1
I u E
F Ek A
)
K F
N H P 1
u N
S a
U PE v
NI T N
G 0 0 F E H
(
/
3 I LN
)
N S
4
- R I P
(
S
)
f L 0 00000 I
E E EOT N S
S t A 0 00000 R
R 0 9FLE S
E R
UI 000000 0
E C
R0 4 UF U
N E
H K YHE I
K T
A E 5 0. T E
A P
t' D
C E
R 0
N H
E -
3 H
I 2
N 1 7IT N A
I S
(
N E
N S
SUI R
H I
G
/
L NP T
K I L 0 00000 L
E T
Y EN R A
E A A 0 00000 P
U C
T I O C
T I 000000 O
H 0
= = N F
N R
ND R
C r
R IY D
U OA F
E n
A
)
)
TF O
CR R
S F
T U
LS. EI F
)
C T
F
)
O
)
O N
F UR H. C S I F
RND C
E CE 0
R T PUE C
C 3
P O
T )
222333 F
D 4
I E UOT Y
/
/
0 E
T M 000000
(
E H
N CHCSNG G
G C
P A/
M
(
(
I R t
t E
E N
3 EEEEEE O
T M
E Y
Y 3
R E
E(
3 60?0B S
)
R M SEUEN T
T 9
C 26 6839 I
R RF 400833 S
2 R
IOUMNCE I
I Y
F E
UE Y
I UIR S
S T
RDLNUX N
N 1
W OD 31 1870 L
E I
F A OIOA E
E O
SC A
V H
UR VMSN P
P L
N T
A S
C O
S)
O A
T N3 21 54 61 N
P 0
E H 0000 00 I
E T -
4 4 4 6 4 4 0
V NS EEEEEE D
C C
E L
L I
I /
01 37 86 E
R G
A A
T V
982896 S
U A
I I
A
.E 784 545 U
D W
R R
N L
JN E
E E
t E
O E
D(
9221 02 H
S T
u T
R I
R A
T N
A 0
A I
T G
O N
M N
N A
F N
N I
M O
I O
E 3
833000 L
T A
)
I R
I Y
)
A T
S T
C T
GV 377535 I
N R
P S
A RE 033822 N
P O
H I
E V
E M t
A C
t R
S D
E N(
12 A
R C
P L
E r
F E
S A
T E
L O
M E
R L
N M
A I
D E
S I
U C
T N
O S
A P n
I P
E I
D F
T MU I
R S
C A
L L
M O 1 : 34 54 R
D I
R T
E E
U AR A
N D
U N
I S
S GG M
I O
O H
O E
L 1
S C
S D
R Y
C T
(
V R
O V
T P
S E
O C
D E
I R
D 1oN[C-
)
h;m (s
5gg f
gt 1g3 baQLgbD:
b$
s 3* D*
U)d
? sg e.
1' C " iDCE i
$o l
Il
I
,e
- es W
D 4
h e
to O
is O
to CD e
s.
e SD.
41 ee ID O N
P O
Ep on t%
4 G
B 64 2
w 4
en t1 J
O
$4
==
G
- f. O W
D D
3 2
O
=
to.
0
.A 4
th 6
44 O
g 4
e U
f4 O
54 M 61 C
- e neo O
4O at u
4 M
4 ts W
4 84 W
si M
v MO*
2 M
9=
4 f4 3 f9 9
ee O
41 O en-
- D
- O 2
W to D 4 4
1 4W K
4 4
ts taa 64 OM W
W W e4 2
M t
to C to O
- e O
2 9 O E
and O
66 P.
ED se e,
e b
4 D
M 61 se a
- =
e4 9
>= O L10 2
ed M
U e on **
W f4 4O *
- 4 em 6
o-f4 O 4 m 4
W Ks ED.
9 O
e k
4 4
OO D
61 3 f4 e e g
46 W
OO k
2 M
to OO W
44 e
,e
=
ee o
ee 54 O Zm 49 d
O dD F
fe 4*
2 4
O W
ti p4
~
u w
440 K
9%
k o e o D
84 O
==e***
O m
9 t%
oe O eO b
2 (D
M O
e e
.e M., n n,
,e, 4
o e.
Go 64
- e 4
ee D
=
l e
y
- $u ce s
- 8 4 M 9 O ad es O Ce el W 2
u.,
1
-a>u ew M
O n
ENTECH ENGINEERING, INC.
Page B.2-4 P101-EC3
fe W
D 4
i
)
O N
(De es e
lp 11 dp O A
ED, O
e ee
}
e a
41 W
U em 99 w
O 80 gn
==
N G
- f. O D
W t
Z W
K
}
f.
4 4
61 F
g U
- 9
>=
m f4 7,7
=
==
ee O
4O o-Of4 e
U OO 4
ED 4
+*
Fs taA W eJ 4
Z O4 ask li D
41 #$
>=
84 O
- z n
u e e 4
fe e
f4 84 i
a en N
- e
- 4) O
.J O is O
en oO D
4
- 2 W
ED,
==
a.
r g5 WW is 4
W O Ft W
0 64 ED W
W Cs
$.4 ee 3
M
.J a
i f4 W
- 64 O
om
- n 2
89 O 6
W D
OO 2
EU t
t
- X f=
WW U
M 4
sab Oe W
M O
tD oe t-
&e g
4 L) to 2
.J fi 3
a e W
e4 W
80 se 4
ee M
i k
- 1 O Ose4 4
C. O O O Em ID W*
e+
0*
- = las tea W a
9 4OOO
(
w D
n
=One M
4 en o e s &
t.
2 M
g e e e
- 6) se
_4 W
f4
=
==
f40 2
es f a En O
OO O
ED U
t
- fe f=
WW 4
h Ow W
D D
44 91 U
89 f 99 W
9%
.J e
- 3 54 4
99 f e O
M
- 8
- O O a 54 M h 84 O O M 4
- 2 4D.
M.eX W W s
e O
4 Ge = 0 O 0
$1 8 4 4
4 e la# Os S 99 K e e G
84
> ** M i s 4
se D&
0
=
1 J
4 O
G e M
MO se f 4 fi 9
.a G
4W
=
u.,
i a>u 4
i
=
1 O
. l.
se.
e W
\\
=
1 i
1 ENTECH ENGINEERING, INC.
}
Page be2-5 j
P101-EC3 l
9
3 E
G A
F R
I 1
8972 7
A) 1 10001 0
2 R
0 ON EEEEEE E
/
T/
1 :: 4 89 9
)
7 R
06439 7 2
H 6
431 E(
74 1
0
(
S
/
8 O
1 :21:0 S
2 D
S E
N
)
S 004 0 E
A LP 322220 EO00c0 C
T A U 000000 6
8 T - 4 4 - 4 I
L VD EEEEEE N
E L
EEEEEE
/
3 E 00070 T
D 70893 L
LB 1
C0003 0 R
87 498l A
1
/
N 06 02 0 S
GH 361 6. e.
T 0
O D
1 O
C1 1 83 A
T TT R
L NI 477889 T.
1 A
I W N
A 1
0 - -
L 000000 D
)
G N
LP 000000
)
A
)
S T
)
E O
LU 4 4 4 6 4 +
O S)
M RCI H
(
D I
T / Y C
t S
RL 1 8 4 4 6
(
E GL R
T N
EI 7971 1 7 Mt A E
H E
E VU 000085 e
C L(
N F
G L
M 0
DP I
D A
TA
(
I G
I 0
12221 1 a
H N
I T T E
N D
4 O
A R H I T S
H A
E 0
T L
EGSN IS 5
D 000000 e
A Tt NE Lt 0 00000 1
D AE ED Y
Es 000000 a
E t
M N DN L
1 I u E
u E - A t
HM K
o F
N S
N L
ER A
)
DE A
r
- NI T M
/
- 4 I LN
)
s T
G 0 0 F E M
(
N S
4
- R1 D S
)
t L 000000 a
RI E
E EOT N
(
S S
t A 0 00000 R
0 0FLE S
E R
U1 000000 E
C R0 6 UF U
N E
Mx 0
YHE I
K T
A E 5 0. T E
A D
D D
C E
R 0
I N 1 1IT N A
I S
M E -
5 M
N E
G
/
I SUI R
H t
N N
S L
NF T
x I L 000000 L
E T
T EN R A
E AA 000000 P
000000 O
U C
TI O C
T I H
0 6
- N F
N R
ND R
C r
R IY O
U OA P
R S
)
O E
n A) )
T F O
CR F
T U
LS. EI F
)
C T
F
- : 11100 F
D N
P UR M. C S I
)
O F
RN D C
E CE 0
R T BUE C
C 3
F O
T)
M N
4 IEUOT Y
/
/
0 E
TH 000000
(
E CHCSNG G
G C
D A/
6 4 4 6 4 4 M
( (
I R t
E E
N 1
EEEEEE O
T M
E Yt T
3 R
E E(
4 : 1 9-S 8:004 I
R HSEUEN T
T 9
C 3 033 1 7 S
2 R
RF 1
Y t
Y F
GOnMCE I
I E
! I uIR S
S T
R DLNUK N
N 1
W OO 3 I31 94 L
R E
V F A OIOA E
E O
SC A
t N
H I
UR VMSM D
D L
A t
I T
O S3 f
S C
T N3 013 4 1 N
t O
A EM 000000 I
D 0
E T -
4
- 4
+6 t
0 V
N?
EEEEEE D
C E
L L
I I /
804 880 E
t E
201091 S
.V 596077 U
a R
G A
A T
E U
A I
I A
O W
R R
N L
JM S
E E
E E
O E
D(
4111 1 1 H
e T
N T
R I
R A
T S
G a
N A
O A
I T
N M
N M
A F
M N
I D
E a
D H
O R
I Y) 805000 L
T A
)
I C
T GV 377350 A
T S
T S
A RE 335820 H
I N
R F
E V
EM t
D O
H I
S D
E N(
12 A
A C
(
R B
L E
F R
C F
E S
A T
E n
L O
M E
R L
N u
A I
D E
S 1
C T
N 0
S AP p
T M U t
I P
E I
D 7
34S4 x
L MO 3
R S
C L
F I
R T
E E
U AR A
H D
U N
I S
S GC M
I O
O M
O E
L 1
S C
S D
R T
e s
8 t
C T
s 8
8 e
(
V R
8 O
V T
F 3
E C
C D
E I
R D
5 g'g)Q
) g y1e1
)
0%Cbkbbtb%C D3mh(D 1
' 3)4 g fg lo q q6 b
t
B.3 ATHODOS - Radiological Impact During VY Control o f the
{
f Disposal Si_tr l
presented below is a partial lJsting of one of the ATMODOS Tape 5
)
inputs used in this portion of the calculation.
It corresponds to the output in Sec. B.3.0 below.
With the exception of the nuclide data library, a large portion of which was deleted due to space limitations, the listing is complete.
The Tape 5 listings corresponding to the outputs in Sec. B.3.1 through B.3.5 are similar, except that a single isotope was analyzed in each case.
Also, the tables with the detailed pathway / isotope / organ exposures were excluded from the output.
1 IVYp1 VY STANDARD PROGRAM INFDrsiATION FILE VY - SEWAGE CONTAM - SOh1DS 1% BY WT - 2 ACRES - SilIELD F = 0.012 - 104 HR OCCUp 1.
.200 44.5GFRESH.500YESNO NO 0. 012 1.NO NO NO 0.1.00
--EDR--
1
--EOF--
0 2VYGASRIBAS STK VY 87 1 1 0 87063023:
MN54 4.132E-G 25 MN 54 l
0060 2.511E-4 27 00 60 ZNG5 4.502E-6 30 ZN G5 CS134 1.715E-G 55 CS 134 CS137 9.366E-5 55 CS 137
__gog__
_ _ g)p_ _
1 SQUERY PA'DIWAYS: SHORE ( 1, 2, 3 ), BND, ROAD, RES 1, RAD, MEAT, GOAT, COW j
SHORE 1 YESYES SHORE 2 YESYES SHORE 3 YESYES BOUND YESYES ROAD YESYES RESI YESYESYESYES RADIUS YESiT:S MEAT YESYESYESYES YESYESYES GOAT YESYESYESYES YES YESYES 00W YESYESYESTT:SYES YESYES
--EOR--
--DOF--
ENTECH ENGINEERING, INC.
P101-EC3 Page B.3-1
--__...._______m__._____._
1 GMWiAXM' MAXIMUM INDIVIDUAL USAGE FACIORS FOR STANDARD PFORBLDIS 520.00 64.00 310.00 110.00 21.00
.00
.00 12.00
.00 8000.00 630.00 42.00 400.00 Go.00 16.00
.00
.00 67.00
.00 8000.00 520.00 26.00 330.00 41.00 6.90
.00
.00 14.00
.00 3700.00
.00
.00 330.00
.00
.00
.00
.00
.00
.00 1400.00
)
--FDR--
l
--EDF--
1 7M'GSD M' MAX INDIVIDUAL GAS SITE DATA FILE FOR STANDARD PROBLDIS 2.00 2.00
.70 2.00
.70 2.00
.70 2.00 4
2 l
240.00 240.00 240.00 240.00 240.00 240.00 240.00 240.00
)
.00
.00 48,00 48.00 48.00 48.00 480.00 480.00 8766.00 8766.00 8766.00 8766.00 8766.00 8766.00 8766.00 8766.00 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 i
1440.00 24.00
.00 2100.00
.00 2160.00
.00 2160.00 i
.00
.00 50.00 50.00 6.00 6.00 50.00 50.00
.00
.00
.50
.00
.50
.00
.50
.00
.00
.00 1.00
.00 1.00
.00 1.00
.00.
I l
1.0 1.00
.00
.00
.00
.00
.00
.00 5.60
.00
.00
.00
.00
.00
.00
.00
--EOH--
__gop__
l 1
l ENTECH ENGINEERING, INC.
P101-EC3 Page B.3-2
1 8ISTPNBLNUCLIDE LIBRARY FOR ALL DOSE PRO 3 RAMS 89 1 3 1.78E-090.00E+000.00E+00 SOLUBLE H 9.0E-01 9.0E-01 9.0E-01 9.0E-01 9.3E-01 9.3E-01 4.8E-00 1.0E-02 1.2E-02 0.
1.05E-071.05E-071.05E-071.05E-071.05E-071.05E-07 l
0.
1.58E-071.58E-071.58E-071.58E-071.58E-071.58E-07 0.
1.0GE-071.0GE-071.00E-071.OGE-071.0GE-071.00E-07 0.
1.59E-071.59E-071.59E-071.59E-071.59E-071.59E-07 0.
2.03E-072.03E-072.03E-072.03E-072.03E-072.03E-07 0.
3.04E-073.04E-073.04E-073.04E-073.04E-073.04E-07 0.
3.08E-073.08E-073.08E-073.08E-073.08E-073.08E-07 0.
4.02E-074cG2E-074.02E-074.62E-074.G2E-074.02E-07 SOLUBLE 0 14 3.83E-12 C 4.GE403 9.1E+03 4.GE+03 1.8E+03 1.4E+03 1.8E+03 5.5E+00 1.2E-02 3.1E-02 2.84E-065.G8E-075.G8E-075.G8E-075.68E-075.08E-075.08E-07 2.27E-064.2GE-074.2GE-074.20E-074.2GE-074.2GE-074.2GE-07 4.0GE 0G8.12E-078.12E-078.12E-078.12E-078.12E-078.12E-07 3.25E-0GG.09E-076.09E-076.09E-076.09E-97G.09E-07G.09E-07 1.21E-052.42E-0G2.42E-CS2.42E-0G2.42E-002.42E-002.42E-06 l
9.70E-061.82E 061.82E-001.82E-001.82E-061.82E-061.82E-06 l
l 2.37E-055.0SE-0GS.0GE-065.0GE-065.0GE-0G5.0GE-065.0GE-00 1.89E-053.79E-063.79E-063.70E-063.79E-063.79E-063.79E-06 11 24 1.28E-052.50E-08 2.90E-08 SOLUBLE 5?TC(FORA'IUTALOF89NUCLIDES) l
--EOR--
l
--mF--
l 1 3VYXQF VY X/QFILE - SPIIIAL VALUES - SEWAGE CONTAM. PROBLEM - 2 ACRE PIDIS i
FLD 0 COW MEAT 4.G2GE-04 4.G2GE-04 1.23GE-04 4.GPGE-04
--EOR--
l i
--EOF--
i s
1 i
i ENTECH ENGINEERING, INC.
P101-EC3 Page B 3-3
\\
i
'f
~B'.3.1
' Impact due to Mn 54 i n the ' Septage I
i a es e a en se es es e a es e 34 g, so to en on m O en es 1 w
D Raf bef end 460 W 6af 2 6eg es W 99 e es g
eu. es
> > 6* P W p
es
,2 8 4 e 6 es OOOO (J
taJ 4e
- p. O G.
C. O O O O O O O '
En8 nal W W 48 3
m
. gr.
es M
OOOO - # ;
taJ O O O O O.* O O es M
O O O 11 am am a g
M Gad in e
g e e o e
- O' 48 a pg est ge pg 2
.a. oss O to. O. O @
O. O 4.
g.
e e4 re r. r.
e 4 es.
O p
.J gn,e ez
.. u e-n.
a, 4e m
...e.
se e
W a,. N N N O.
m.
2 W e-a a ---.
.n u v e.e 4
0 0000 WW 420W. w W
E.
ee E
sOWO m.
e e e e we 2
4,..e 2.n, u s E tse O O O O O O O O O e
W taf tea ns#
e-D.# w O. O. O. O. O..O. t 6 0 es.
. tal a.Me es. -
F'8
- e t.o
.E-Go 4,,m,
>e ;
as e
. ~..
e e
s et **
p 6 D e 2.,.aa s,.
0 O
~'
.O 000 00 et
' W W,e.,
O 2 0 4. n o-
- 0. O
. n x
<.<e<<r.-
D.
e k
ce O
44 3~
4 f4 9 #5 pg ps e 3
4
& 2 6-W D O W er g W g O
0000 - #
ak e
e=e 6 e e #
6 O
Le# taa W and p
e.
..{
e a nnnn
- 4 $ t f 2&
c O O O O O c. O s's Os W
g gas tas O O. O. O O O O.
g e e e a es 2
- e e e e
)
O4 et 2 M
I4 f4 fd E4 - #
O ta#
ed 2 O f 4 O. E,D 4,
we.
+
eo
. Ea
,a i
W 4
Om
- C tad
.J In
$4 h
ee ce ED Re
- &2 dai et s
3 e et O se. on OOOO
' g6 W
dE 3
e ee e es j
g sa, u
I E' aJ ' 488 l*8 488 483 I
g2 tas en an d'
e'" 4af O O O O O O O O O eUO e
OOOO m
O *! - Ce 4 ed 4
m40.
=.
1 e- >
e 6 at
- 4u O w r C O O O. O. O. O. O.
e.
u
- e. w O
u i.n O O.s u
CD e e e e e*
O eD 4 4
In li O ' F4 Woe %%W b.:
64 Es 34 34 Ce D
in wMe se O >
esA e' C
e*
4 og tw W Wa4 i
eee es k.
go ee 3
es A E OMOOOO es es tes >
2E 4 6 8 e es '
4
.es tas in.
ljl mM4
- 3 er hee Laf ese tal es J
ID g > w M
i Pnos =
a0000000
- M8 l
had O. O. O. O. O. O. O.
ee.3
,,A (4 fiS ti te se D ee 0 04 OO
- M W4 8
gg I
ge e so *O a0 el se s~e
-==
ee ED (d
- and D 0OOO es
-j es E
4 g# e es S=
.J (n (4
Ps
,e 2
+3 es en ad - Lea e s e e.
es E
a6 es O en.
2 lad 4af Gas esa - e8 e6 F* f +
ef &
Ca
- >=0.*.
3 O fs ae
- =
- O O tal O O O O O O O O O m
M u*
u es es O. O. O. 0 0 O 0 0 D e e e a e es
- F4 fe (4 (4 - es O ED e O
we en da u W Omog en er er =D D
to M
t.e as et te es e*
er, er e m
O h li 66 10 m
E OOOO u 40 es lea e e e 6
>W>
ee -
> W 6e# W 1s#
48 et eJ **
te se a se e sp - #
Las Ge
.J
- 9 F9 ee
- s
>OO O00 O
w aet p aJ kOO OOO O
et M fi w F4 e
es as "E se W
4 e e
.ee es
. e D
ag gas ed O e
e OO g,3.J e
=0 g4 ee e e er er w
tg 6 =
to eI
.J
$4 4*
W 4e#
OOOO M
es.
ID en 2
e e e a se tai tad saf sal M
O, 4
- 6 -
Ani e
er faa rg rg e a es -
6ed
.?
e 14 O
ans es
.e se se.e et O&OO OOO O
es M
se
+3 W te# O O OOO O
es td ed to to M
et p gg e e e e e e
as es d
O le O
- 0 0
- e en ee se se to se et to es es e **
D e
er
=0 O
U 84 54 h
er O
2 aOOOO 9
O O - CC O O O O.
8 ee 4
ee
> > e e a u
4
% O OO O 4
.A MOOOO Sn g
e O O h gr
= = en a e a a 22 g
- g a y fi se
)
e M
2 8 4 f 4 M M En in >
4e# ast
.e enu==4 ca se e
2 ee i
in E221ZZA e
'se l
W 44Omu 2
2
%%ww ww%
'OOOM es O O O O OO O
u.= & E et g 3g - gat Oe N gOOOO Ca han 4 nd O 6:n g f.'s w
=e w
gg 3 P
- EO 6
>
- e o e
]
gh.O 3%==
D *e ee
%k 4
M 4ee &dBs ed eeg
>=
2 6f G ** O 4 M to m22 OO g
g es 2DME$
D i
an8 W432 e ss **
w i
esa K. u E
es 66 OO e=
In 66 led 8E M h W
da. 84 eg *e h W
D D
k g asJ O 4 g
sw O O O O 4O Gs >
sai e-
.J ea 2 O O 2 =0 f4 O
M N O O. O. O.
'I
- e k
en Q e=*
p
.J
> 4 Ce $C se 3
i
- )
Et 4
OOGME O
%OOOO O en
- J
==
ens O
E62 W W D D
4 g
en ce C og om
> O is W D En e > en tas 3 > e*
M 36
.J fg g 94 99 O 2 46de D W
M2 Ca u>D In 23 J&
w D *=
W tad nn8 G O 3 Ce
.J se tsa
- M.J O en O E E > tes W > 4 > **
O aOOOO
- 4 > u
.J
.J 4 3 en#
u ad 4
O 2 F en se & &as & Ene dd k ea >.J et g66 8f C O O O 4e# D 3 2 M D
M O
EW Pk4644CDG2e.e**
en 4 gas > e e e o se u E O 4e#
2 4 En e k C. W 2
W D > W 468 e D D
gas y a. e to e4 em u a O 4 er se
> >e-to.J Esag g:
- .A > e* E ta8 ad ens E eni W gn e
g D 4 4 G es
.e
.,J en pg
.J 3,4 en g g gg.J 4 u b D D taf ** k 4 46k.J D ne C u 46 et en ese W **
> E of E
O u er=
ec 4 en en > 4 OIs.O OAsaZ J dg O M3 D 46 hOOkE 4
aOOOO
& D 4 dd M 2
> da' dE ik ei 4 2 2 2 2 2 tap 2 dC O O O O
.J D D M M M O O O O O e-O O > *
- e
- O 86 2W4 i
"3 D Gn da. Saa tal(6.A se M ** ** M D se ed NOOO M
O%
4 m **
- W D
W en D 4 > ** k e= k # 6-p 42 tw 99 rd se g n a0 m)
= O s _E u u u u u O u
.J.J > O 1
.J W
G tes
- .J 2 J (6 d e: 444.
O O g D sg O 2 g ed V st da e. 4 g-4 s.
DW-a c.
g om s
O s= G O
e*
tas O E Ks 2O en.
.J 2
4 4 en e. en u Z eg k 46 86 36 h eg 36 h
ay GsE44e 6.J K
- =e tal a 2.J 4 D
an-W D
O
- c. tas NWx2 z
2 O
4
. W 2 u,6.Os-u 4
I H
se p
> in, 6-e > > O e6 46 6 66 h 2 36 et e-u==
ENTECH ENGINEERING, INC.
Pag'c B.3.1-1 P101-EC3
B4 36 2 ImrJact due to Co 60 in the Septage i
i i
to.........e
.A e m e. O m e.
uu a - WWWWW=W
.e u r. u N
.e D
W ou,,... - -,.
es OOOO es es E
I e e I es W-Cs OOOOOOO m
- e sa W n*8 W in8 L.
"W 3e 44 f4 84 m
O.
e so 3
WOOOOOOO es g
e e e e e e o es 64 e*******
' Las M.a
. am s= e.
g an
. yn M g a : 33 '.=
s.
OtoOO4 OO e=
e#4 a0 t) es
- O 4 4 *O te q
to t e e als
'O ede.J 1
gggg g
u
.g s.
WbNN af O W
e-4 8 4 9 'ID' 84 t'4 te' f4' N k
$4 es es se gn 2
W e-p Ga 7
e u u==.
4..
WWWw eg 2 O W 8e O'
OOOO e
W W
e.
En e # # I D
g,J Q tas D w es e '
O4 4
g 64 49, s= ;p he ng.J g
e saa 4s# tai tal en 3
Las O O O O O O O O O
.J e g:s 4 g:s en g
& le O O O O O O 41 O w '
taf 4 P19 41 m
3 e
D w ee on s,e e*
J l' I' I* I4 g ew OOO O O..
.e.
2#W>M D
- O en ee O
= * **
m j
6 O O '4 an 46 L et,a k e>
M
- ED 4 L1 I
Li L14 41 O e e e WWW O
O Z O 4 3 4 *E es
-3 m
e9 PS 9 9
- O es 2 t* ea8 ODW 4
g4 g b 94 94 t4 N ' O g
ee OOOO e
1 g ' g ey se qg es em e t e e e
i p
w O
WWWW e
1 ee e s 2 g, G O O 6% O D O O e6 ODOO es 88 If fe f4 84 as O,J WOOOOOOO-g e o e e e e a te 2
e **
- e uW O g e O 10 =D O4 en 2 t*
Li li ti 41 es g
m w4Q j
W W 'g' Me er g 4 4
e8 OW il t-Om
.J E4 f4 f*
nas 4
go gg e gg 2 '
NNNt4 e6
]
- D ** ** - OOOO en
- l g,
s ps (
eX u.
W to 8ts J
e e e e p
.?
l 4( 2 La#
6n gn W Zi J
WWWW. #
H a4 W
es u O e
6 4 0 *D =0 m
l O.3. '
4 eal O. O O O O O O O O l
4u **
f9 f9 ** f 4 pp eg O. O. O O O O.64 O
.se OEf e *
- e e W
D e e e.
40 32 to a.. O.J,
.. u..
OD e ao en to to W fD f* 61 es W.
N,a l
O, t,o =0
-O-a
=
e-ao g:s 3g te n D
m 4
es E
es M #
tot to N N f 4. '
I A. 84
- =
4 et 3
(e se m z OgeOOO
=
s i
es and u 2E 4 e e a e
l es dE 4 Dw na8 le# taa ts#
to s
O se O 4, so C (6 em
<<ae m
no000000
~
[
WOOOOOOO to **.J
.s e e e e e e e 4e.J J
ls e rs =0 se O f 4 O to 4 OO es es* 4 de 88 ad *=
ar ** 'O 4 61 ee Ga**
f4 N to te w
J to se t-es se e-ID 64 es WD 3-OOOO 2
es in &
W 4 4 8 6 es 4
=
O 2
Lai W W Lak K. h Ca OOOO 4e ea es W f%
3 e6 D
OWOOOOOOOOO em de t. 59 (4 et ugf O D O O O 0 410 ee
-M e ** *
- La
- e O sp 4 e e e +
- L1 ti Li L) to D
D e e o e O
==
ee to ti u nas O o= a 40 ey er =0 g) se de 6:e el 4
(4 F=
' es f4 P4 f4 N e
66 ED et g
OOOO de
.Qh 61 E. u to.
ee W
e e e e so eW>
e D
up W &ne las ee
- I.J *=
es
- me is or 4) t 4 es led W.
f M 9 61 f 4 ee
>0O OOO O
to
. e e *
- es C
- I u (J kOO OOO O
m 41 L1 Li L1 45 ed ** W 4 e o e e e e
es es j
O II G M tad 44 O
=D
- F e4 M
es 168. 8 er 4
84 es NNNN GO J
$4 fs 08 4e8 < OOOO W
I 6C H He to es I
e e e s en j
6 *I 4
. ce O
nae nel nel kna 1
OOOO es W
2 e
w..
gaa. (4 N t4 44 W
I a#
W SC D
W OAOO OOO O
M e * *
- es
- 3 P
W Lea O O OOO O
61 41 41 61 ee T
l o e e e
es to -
4 3 et e e
- G O
e4 e6 es 48 et ce te de # et to W es i
l d
O 54,O o
eD O
u so u rs ae O
z 1
en O
O
- OOOO l
d J
ggOOOO 4
.-=.e H
> e e e e
\\
u 4
%0000 1.
ee. 9% O D O O If*
= em *= ****a 22 e O,O #= g 3
Eat 54 44 En 44 M >
448 naa -
T E 80 ED f') **
2, E
w 6 e EC dd g & 4 G C.
em 49 p-E Z Z Z Z 1 se gg 4
me
- l W
2 2
%%w-ww%
4 4 O enn p I
OO LD O O O P3
- O O O O 4J
- E8E AW4 Mh M
La#
41 6 (f
&OOOO
= w w
gERegO
> > e e e e
$4 OO&
ce 3 ** *e
% B6 4
% O 41 on
- 4 ** E &
la8 h
E taf O se 50 er Se ** O 4 *e 80 Im E 2 L2 O E.
g we 3.D ** I.4 3
. W g e 4 3 :p 4 w e4 4aa Gu E
g6OO e-to 46 tal 4 44 t -
ins la M
D g g asa O 4 4C
- OOOO 46 40 g ** f
- as ea e E O O 2 =0 g O
M g O O O O.
4O Ch tb W
m 6
MO w e
.9 J
> e e e LE
=
3 a
D g
4 O O O $1 E u
e.
%OOOO
)
O En
- W D
g6 E taa aos O 3
4 E
- *e O #9 #9
- GD 48 tas D E4
> t= 44
>9 tas *> D en eo
. g
,,a ei g pg r3 O 2 Le se O tat u>D m
2Z 3 gg y
LalnasW G O 3 G J
as W
e***
- 2 Ce
- 3. *en* O E E D tot taa > 4 > ee g3 h
aOOOO y
- M eJ s
'u.J Q E > ee se gg gas g tal m k b >.J G
46 OgOOOO 3
- 4 > u laa Lap p 3 2 &
D 6p O
es las
> > 4 en. 4 E O 4 2 og ee en et ang y e e e e i
a43W c
Gu2 2
4 se #
$6 se inJ K
tid 3 k Lad ask G D -
D gas D % g 96e 4
)
g gas Gna
> > > gb J E pe O -
J 9 =0 W t4 i
- J s. O ens
>= 2 gas ess W
.J 4 3 ee g gg g.J 88 tas E laf g
si D 4 4 G da, ee
.J es e.*
4 u > D D nas ee nn. 4 k 46JD w
O W ik 4 sh W E L1
&D sg D e er 4 en e4 > 4 O k O O Ana E.J
> sd J E
O
&J84 D e6 e= 0 O as O 4
son OOOO 4 g 4+
E e a g g6 d6 4 2 E E E E gas M gOOOO st O. 2 ene 4
.J D D 64 34 GA O O O O O k D O >
- e *
- O4 ea tal
%OOO D m (6 tal nas is # ow ** ** ** ** D.J e.
j O2
- a 44 D4e>>>>
O # 4 #9 g 4 4 60 ** p-and O
O
.u..J=
ak c.E o u u u u O o g ei eo ei.
W as w
]
.e.J
- O z
.J D tae **
- e a
er += 4== 0 J e= 4 et 4 4 4 en 4 w
OG&O O
sue O O W D E O 2 g M g gg g a. g tas O & 2 O h
.J O
4 4seeen u Z eE4646 k 66 46 et in.
> cE nas
,J E.,a 4 te (s I; 4 4 8-U u
13 D tea ** h6 W
D d2 2
2 f*
4 3
Ee tal Z k d6 O! O.J ** u 4
Cs W E 2 54 b 46 4= b e e G se k k &n. La. Z En.
4 > u em i
l ENTECH ENGINEERING, INC.
Page B.3.2-1 P101-EC3
s sj
.1 F
. 1
- 1
- l B.3.3 Impact due to Zn 65 in the Septage
.....O.
es ~
p W
W &aa taJ W W E W 99 W W@
- 9 0U g
>>>p-OOOO
>O~
tad E
e e a e ' es <
-i U
- WwwW =
gs nO00000O-i WOOOO000 -
x
- D :D e o .-
3 la
- e a e e e o e
. 30.99e4 e-
,.a.
a m we O F4 O O 4 OO
- m og 34.
>g E
.a ts#
Mt t i da O
dla.J.'
w CD 9 eH
.*e se ** *e gE EE.
- U 4 db M
i6 W h 9-ED f4 tad %%% - 44 0 La#
> 4
~
O e9MNM a
>UU*
ee *e. $n R
WW O
OOOO e
4 WWww 4 2dW g
to
. /
E. en en en t 4
ed C tas O W
W w
sh e 8 0 0 9
3 de, se *a tad M.J -
te taa taf la# taf. e w w e,
se -
3
== to 2
> e
>.J**
- tal O O O O O O O O O ts#
h&e>
E 8% OOOOOOOO E.J Las > 2:
D * * * * + *
- e 8
OM# 9 OOO> OO 4 ' D 4 eg 46 OO4 O
es se O
e * * =
ev4 a # ea 4
Ce 4&
- E-I w
- O 4 a 6 (n
- d6 en e so e an. -
e6 Z
w b me > - p d
WWW D - og g E o-tas O O tas MMM M - O OEo4 344 er 3
..1 4
te e h Mne e
n e e 64 s
O ** en.A U O E d6 4D et y
e e e g
es A-OOOO en i
g, g e ce 43.
ee t 8 9 9 9
{
e D
lisa tailef ts#
es
.I to
- E
- e4e w-
)
g G GS E fe GOOOOOOO J s
-p 3
e * *
- a e
weeg O.s had O D O O 0 9 O.
UW g e a e e e e O f 4 O ED =0 O e0
- E
> ' **o*****
gk og 1
M>
eW 4 W
- 40.
tak tas E d
de O lad O t(b
.J En it h
we r
ee W
(4
,egE MMMN w
tas 4
LaJ
.J -
3 4
'eOM OOOO 4
e E
D S e e U
fa, W
e Ga a.o ~ tse W t.se saa to.
?
4.e E E A
1 gE Les m gn p.
e4 N e
uC-i =
Q et de.4 (WOOOOOOOOO 4J d
e6 4U t% f% ** h '
- I
' u OWhDOODOODO e e e a e e a e e
- as#
O e * * *
- d U@OOJ U
RD D OE@
- 0 ce to 40
- 0 4 e **
p gas e e % %W
> eg to G 9 M Ca en ee4
. mO>
a m.
46 >4 E
W 46 3
W er g g et go.
4 (4
- 4 im ID 90 GZ O ed O D O O O
- Las >
EE e t 9 4 q
wWE '. D ** ts8 lef tal ani 48 em M 4 l'
s Mems e
mOOOOOOO
= = >
O se - sD*
9ee e
- e tap O O O O O O O es ** e.J T4 f4 N **
to de J J g e a e e e a e O K4 O (D =0 0O as sa# 4 W
g e=
er e 4 4M ee Ks es
.# so to t%
ee E
M F4 N f4 1
es e te es sa O OOOO m
2 ee en g 48 e e a e 1
4 E
ad l M.es laJ ta#
6 ee O 6 E
e n (4 es I' 8%
es se C.
3 O
O4JOOOOOOOOO es M
- O # O M
- e
- M M
- U K fN 0 0 O D O O 0 0 D e a e e e e o e e e
hmm e e
j MUW 0 4D 4 O
ee se m
e e <D n
es e
O ** M G et 4
N h
to N f4N N e6 L
O M
OOOO OeM EUO
=
W e e a e e
f
- -W*
as 3
gg gg gg ag et.J we W
ee
=0 ts o ID W
es.
3 O M f4 O 48 1
e e
- a E
ee ee te f6 e
>OO OOO O
es 4OU 66 O O.
O. O O D
se se en
& ** W
.e
)
4
- e e e
m OEG'
$4 tad f4 O 4
1 Lal eJ W
=D
$4 ee MMM99 - p OO
.4 f4 h
Gaa' O O O O 1
&W e
ED 4e E
6 e t 4 es 86 4 es O
tag tag gag y go
-4 taf es sa 89 eu (4 e em ta8 E
e g is pg ee a-M O
tas O Ca O O OOO O
to e
W tad O O OOO O
e
- 1 e O a0 se E
e e
en
- 1>
4 3g e
e e e
. W W es es m a ge to e et et es Q fe O
=D 6%
J g
w eQ 4
O En it 8%
4 O
2 ae SD
- e O
O esODOO U
&. O. O O. O
- J og 4
es 6
p e
U 4
%OOOO A
.a 99OOOO 80
,= m a== mam 22 4
eOOhe sa N F4 en af M M >
tse lat 2
E e m M we Z
6 eKMEE4
& Ce sa 2a w.
M 8"
E F. li. 2 E Z C.
E&
8 pe tJ E
E
%%w www%
440mp OO O
O O O ti aOOOO g
gas DeM' goOOO U
"OE EW4 M, g e w w - gE2 *EO D.
> e e e
- M OO&
G 3 ** ee
%6 eg
% O n oe M 4 ** K 8 468 E
tas 3D se e w se ** O 4 **
an taa g 3 3 e e, O en 2 %
O E
g we I
D ans "b ** Z eJ no w
ng Ca U E
g g6 OO gn k ts# 4 m h W
p 3
gg g taJ O 4 g
mOOOO
.J e.gODEqg O
M N O O O. O 46 en E *e h eg 4O Es >
tsJ em g6 en O
- a e
e.
.3 e
eg 000 Ca E 3
.e>
g 4
OpapE U
==
NO O M vm DM+
m W
D k 2 taa las O O
4 E
> O di tal >
M
> 8* 60 9= >
tse > ?> M 46
.J F$ g #1 ri O E 46 Fe O W
U>D En EE eE w
se ** ** E G
D *=
las ins taa G O 3 O
.a as as las > 4 > os ga >
en O O O O
- M eJ
".s ga en O E,E *e nas k ID E O O. O O O 2 e =.= 4.= E tas K ene & ts. * *= J
- 4
> U 4
e eJ 4 3 tal U
las 4
4 ena > e e e e
4 as 4 gg O 4 2 en en en g en, nas g
has D 3 2 W 3
tt O
t.ea*l> % e te W taa W Ce D D
tea p >4.J E on O gn, g se U E O tad 2
4 In a a p4eN
>>4 E tae &nd Z
4ef And ed
.J tag ee gg g g.J gn taf E 4.#
g
- .8 > "O 66 D44 se eJ ** O 4 u e-D D ase me 16 4 46 e6 eJ 3 w
C U 86 E in taa & D dr O ED*
a4 en en e 4 0 35 O O tes 2.J
> E.A E
O 6J W D 46> O O an. D 4
=== 0 O O O
>u er du d64 2 E E F T tal 2 -
EOOOO
& O 4 ad e E
.J 3 O at at en O O O O O > O O
> e e *
- O tw E W 4 3 en 66 tes las (6.J w e en a w W
%OOO M
a 4 > p.e ** *e OZ 3
> s. >.a e O N en g4 4 M ** e-tas O
M u so
.J.8 ** O 2
.a tat e
ans o*,,J E esgLceg U U U UUOU te n e M l
s se 4 em O.A me 4444 4 en 4
- w l
.a.
O O es O E D E E g M gg tg a e' D W ** **
eJ Co
- =
a tasO O E O J
E 4-4 an > In 6J Z 4 46 LS a6 4 h 4 66 9
da I O&GG O
e*
g, taa s 4 3g las gE44>
U N
oe 3
- th O
W D
wg2 2
O 4
3 dge tal T 46 L m O,a M U
C M
D
>(6>>
>> G 66 46 kk6Ek 4eUM ENTECH ENGINEERING, INC.
Page B.3.3-1 P101-EC3 a
~. -..
-.-..-_____-_0
_ = _.
T.
Be344 Impact due to Cs 134 in the Septage l
J l
ta as a en m en m m o an 2
a D
w-wwwwwaw ee eu d
as OOOO e
u w e
2 e t 6 e a
se O O O O O O O o's W W 18J W pc g,
to laJ O O O O O O O et K
p D *1 D 3
e=
em M M tt
>1 E
' e.A taf M * *
- e * *
- in 4444 - # '
i em en en g
en y gn OteOO4 OO e
- =
e CD 4 4n es f 4 F4 64 t4 en e # 6 S.
O e.
4 gggg e
y q e6 w%%%
NO W
>g m - to e S S'
te W
48 O' O' ' O'
> (J W st we me in 2
w>
' taf bei w ee et E O ese 4
O es e
O E en En en 4 4
.4OWO N
W 8
8*
8 8 8 i w ww ta
'3 en. M > w M eJ K Ani O O O O O O O O O e6 tap w isa Laf
]
W mebo e
oo Oe 3
e=
p J ee
&CG,mE W f* O O O O O O. p p a.
J n<en 8
wwe Je O e e e en
- D d & e6 OO4e e e ee D e s e
- t. a 4
. O e
. m O
e * * * **
a sw E
000 00 a
e es
>S4M e.s tsJ 1.6 Laf O
O 2 O at 3 4 4 40 es 3
nn-i 4
u z.- w C O w
=
a 4 4 t4 e
sn-mJuCE W
I e e E
m En OOOO M
1 J,
e e se J"
4 e
to a 6 5 e
- e. 6 s
g g
O wwww
- u sess.
... a c.
n0000000 I
wOOOOOOO N
F4 84 N te*'#
DJ ag e o e e e o e e
K e *
- O r
uw Oteoe4 O4
- # E e
N N to te O
en af es
.a en, e e =0
- O W 4O M
w w2 ge O gn te h
.m e O nos e
me (D
(4
- M2 w
eJ 3e
- D ** **
OOOO-
- K u
du w
a m.,
J e e e s as
. 4 &ni O O O O O O O O O
' # ZE
=J W W 4*8 458 ga w
m en euO a
c4 e as O Od G. E w
OwhOOOOOOno se e u **
- MM 0g OD e * * * * ** *
- et W E2 u m O O.J u
O SD =D 4
ee M
N 84 N to ' es -
Lap * % % 6a8
> et sn G M MKe D
M w w =0 ee O >
a e= d E
M.
4 rd to
- e ww.w.
l a
i-de G Z O dr O O O O I
m tsa H EE a 6 e e et
[
es M 4 3 w Lal la# &af Laf m tas b a
O sa>M e
AOOOOOOO e6
- P to G H M wOOOOOOO e saof a * *
- g
- e
- e e e.J.J MMgM e
O te O ED 4 OO ew4 m
W>
ew 4 a0 D D Go J in N
- s we et E
e99#
e*
EB te
- tae O 000O e*
2 W
e e e 4 46 4
m to E..
K se O ta E
laf taa W laA. en e6'1 85 se Q Ke me O w &
D 3
O O taa O O O O O O O O O e
M O O es ID h
de M
e * *
- a u*3 U M is 0 0 0. O O O p 0 e
e e + e e m
- n 4 e et e
to u W D.
e O ED =0 O
ee ee M
eg 4
'M es CeE 1
saE M M M f*
m
'1
.M e
OOOO 4
(s S
te is OPO 6
m Eum m
w e e a
- w>
taf W &nd laa W
\\*
4 J **
. ** > 4 ee n - #
4ee J
O n,M t4 E
4Ou
>OO OOO O
en e o o e es e
we se t4 we e
E ** la8 86 OO O O O.
O.
4 e *
- e e
o OE&
DD to Laf te O
=0 e
se e
e tsJ eJ e
=D te e
eeMe e
E e=
eJ C4 es tal OOOO I6 88 8e 80 m
E e s e e e
4 es O
taf tallaa les es Laf Se
>f4Oe es tal I
(D > D. is W
M O
laf D
e e p
O gaOO OOO O
e E
pe 4
WWOO OOO
-O e
n is et ts es d
&& e e e e e e
es y
J O te O
=0 O
es e # es e es e es as to es a w D
e
=D e
O u
60 f4 ts e
O 2
J G
O O-aOOOO K000O 4
en e- ~.y e e e e u
4
%OOOO 9
aJ P1O O O O in EE et e O O f% w en a a em a a em I
(4 N M en m E4 >
end tas e
Z F e e M es 0
- KKN&4 G Ge we E
w en EEZ EE
% %, Z Z Z Ce 4gca y 4a8 w w 2
2 S SS O
OOOM aOOOO u ** & M M
Ca WG gK M
tal ne&
E O O O, O.
&ER eEO e.
>e o
e ee w me M
OOM D ** ee
%6
'. 4
% O p ee
- 4 ** M 8' naf e
E Let 62 ee 4 e
& ** O 4 **
so we33e,DD mE2 E
E g se E & ** Z J D
me w
tas
&u nas E
g im O O k
b En as M h g
D D
g g tas O 4.
En is W G en h has g
- e. O O O O 6O Ce >
w p.
.J e 2 O O 2 *D E D
W
& O O O O.
GE 3
d6 en O
- e e4
> e a e O an
- N 4
5tDEnE O
os
%OOOO
& O M tad >
m a=e w
O k 2 w a.f O D.e 4
E og O pg M O2hGO nas e > ut
- p. >
w > p en e
g6 g pg, n pg S E w
- * * * ** I se u ** D m
EE
-J Se las
- e* en i D en esf taf tea & O 3 O
- 4 > U eJ OMOE E > tad lef > 4 > **
O aOOOO J4 3W u
laa e
O E k ** ** & ese & Ant E $6k >.J 4
46 OgOOOO wD3 3 et D
so O
gw
- e. 6. q g6 q g O g 3,e e.
en g
g,, p e e e e Ce u 2 O taa 2
4me g6 O g.)
.g gaf D e ta# Le# Cn D D
tai > % e N 4
- J > ** 3 w las lof E tal tal
> > ** En J E em O
,J O 4 g tg D4E
(* h
- e e.J M te J isi og g & R J dp Ra# E let g
O u (6 et to nas a h 4 u e D D tag me g6 g is ga, eJ D w
g 4. > en en > 4 O 86 O O Las 2 J.
WD 45 3e De 0 O 86 ga q
mOOOO
>EJ E
O u es
&O4 M **
E k faL er k te 4 22E22w2 g O O O. O eJ D D M M in O O O O O e O O
>e e
e O b 2 4a8 4 e-O%
3 D m g ang gas A.3 e me mese >= 3 **
GrJ
%OOO 4 m ** > tai O
e u m D q e e-e > >.s e O (4 M to JJ>0Z e4 4.A M
gf es eJ 3 J k g, E u o u o u O u M M e0 n D not ** >
,,,J G
ee J
cf mee,se O es me q eg a q q yn g O G8 &O O
W.. O O er O & O E & Et K M E as E o-Las O Ca 2O-an.
J en a
q en k m u E et te.16 4666 b 4 16 6
c5 E Lal JEa4 EE4 4e u u 4*'
D E
O D. w on L6 Z
E O
4 S. Las 216 A M O J ** u 4
q e.s 2 3 g: en u ee O
> > Gu > > > *= 0 46 e6 h 46 4 2 86 ENTECH ENGINEERING, INC.
- Pa ge '. B.3e4-1 P101-EC3.
I I
Be34 5 Impact due to Cs 137 in the Septage
.....O.
88 D
nas W nad tal esJ ts# E as8 MMMM 48 eU y
- p. > >>> >
OOOO so U
e,s es E
e e e e S. p g,
I a a em g
g4 W in WOOOOOOO M
OOOO 3
e tn
&OOOOOOO m
, ew tas 4a8 W W
= M eg 34
>Z E
J tsJ ts * * * * * *
- En
>>>8" O
OO es
- 4. $4 O O *O Gn e e e Ere O
ch.a e iD 4 4 el M
MOOM gg ggE g
y 4 d.
W
- 4 En 84
- h es e
e4 O.
tas % N%
gn g
4.) e-ID to e= gJ U en 4J 6 J to er 4 E O lof 4
E8 N f8 N M m
O OOOO es E in to En i 4
.J G tsJ AD M
es, Se e e 8 8 w w w 3
h se > &as M.J E
re (q E
sa D.J em tah O O O O O O O O O to laa *as ta8 e"
e e er Je p-G4e og E d4 h O O O O O O p O m
ens oMOO 8e OOO OO 4
E
.J &af > E D * * * * *****
eJ (4 (D *e f e O e a e an e da, D 4 as k
> #~
O da 4 O
- e et O
e e a e tas 4.# taa O
OZO4 344 In e EO 4 M
I M I4 N * *
- 1 ti e e
e g 1 #~ nnJ O O ta#
4 t4 e 6 en 3
ee a
O *= Ene4 W D E E6 88 Fe 4 =0. te MMMM en g
e g
es Ke OOOO M
k e e se 4g es se e 4 e 9 es e
es O
4.# tas nas 4.J ee er e J e 3 g, CeOOOOOOO en M
4444 O.2 las O O O O O O O e
0OOO O. tai gg e e e e e e e se K
e
- e
- a gh D f4 O O 4 O =D
- E e DDMD taJ 4.s E O en g e=
ee4
=0 W 4G
.J Sa f4 h
==
ee O tof tas 4
ee O
F4
- M1 MMMM hag
.J 3g
- e O *=e OOOO e
E U
66 tse 88 eJ e e e e 86 ta era en es ZE eJ ts# se# taf had WZ fs 4
43 4
0.= e.
4 ts# O O O O O O O O O
- UQ e
4oee e
e.
Ig O or h O O O O O O M O
- 4U
- D O h K4 m
U sn O O.J U
e e o e e * *
- es las O
e e
- e sa tas og % % tes
> eg eD D e OO4
- O En 4a4OM e-qn G M M 6:e p
sn ee4 to O >
4 84 h
a &= 4 E
e g6 O
w 3
W M N N F4 m
to G Z O is O O O O W
e asJ e=
EE e e e e es M M4 D w 4.8 laa las Lee W
e tse in.
ed
>9Me W
CeOOOOOOO se D h MED**
- ** eJ es tal O O O O O. O Oe se Ja
>== es se e
dr o e e e OO
- taa 4 O te O ED 4 M 6=
4 e *D 4H et Go e
E
.4 in to b
==
et E
to f4 N N ee O
to to tal O OOOO 4
k E
4e En E tas e e e e e
- Ok E
tai naa taa tal 4*
C h 3
es C E
M ED en es e
O
- O &al O O O O O O O O O to
- > ts se O e
U to M
D U M h 0 0. O. 0 0. O. M O D e 4
e es
',e N e to se fn U naA O s* E e
O (D 4 O
se et se as an e e =0 H
en es O *- 0 4
N h
to f4 N es F9 es EU#
da.
60 8C OOOG W
W e e a e e6
- haA P
&as tal &nd 4nJ W
4 *J **
e O O ED n **
tad es
.J h ee we M E
4OU
>OO OOO O
es en ** l*8 kOO OOO O
es e h we *D to e
se O E Ge a e e go e
.e.
e e e es e
OO en a.J N O te,s.J e
4 to e
N F4 og N es 84 h
de asi OOOO e
ik 4 8
N GD E
4 e e 4 et tal 4
O tad inila# &a#
es nas E
e=
m see h to e O se E
O tas e
O p E4 n e
e e e
es R
se OGOO OOO O
se Mpoen se 4
&ne taJ O O OOO O
44 e
et es 4
3 d6 e e e e e M de es es e de es es e es to se
.J O te O
- D O
D e
=0 e
O U
8A f4 h
e O
E
.J 4D we O
O emOOOO 4
KOOOO ee
> > e e e e U
4
%OOOO
.MOOOO En
.J e o o Pm e
- a a se ** a as EE 4
e e
K g O O gn en K
N N in M tli Sn >
t 'e g.n C.
==
E w
N e e&Eg&4 te#
E E E Z Z Z Ca K&
e e=e E
E
% %ww ww%
44OaO U
- C* K on OO O
OCOM
=ODOO M
O O es G
e.gg g
ts#
men gOOOO A tas 4 w
GEE eEO p
p e e e e
- 4 ** es &
W D ** oo
% 46 4
% O M ee se ** O 4 **
en E
e,#
D se,e er E > ** Z e4 D
in 2 E OO E
g we nas au 4.s nas 4 3 3 0 w
d6taa 4 en b nna E
g4OO k
en SE g tal di aOOOO D.E O g31.O 4 46en M ** h K
D e
o gg O
M NOOOO L em tas e
J 4 O. E C
se 3
og k
en O 6=
.A
> e e e
- O en
- 3 gg 4
OOGpE U
%OOOO
&OEWD 8A tal O
d6 E W tsJ O D
4 E
em.e O M M O E k de O 4.s e > an La# > > ** *=
3,
.J 99 e M M
- e E C4 O>D en E2 9 E w
- 0 D **
tai tailes G O 3 O
.J W
- 4" In J
>U ed Cs En O E E D asa las > 4 > w O
aOOOO 34DW U
tsJ H
O E > en *e E taa N tal E e6* e *J 4
e6 OgOOOO led D 3 E &
D en O
E ens to > 4 46 4 E C 4 E e4 **
da 4 ans >
- e e
- .A*-**3 W ta8 naa E tea las
> > > Gn.a E ** O t.ai > % e F4 4 fe U 1 O tas E
4me g6 GW Z
tsJ D & les anf G D D
J O 4 gr te D 4 4 se k a ** b e tai en dc eg g eJ se ta# E asJ g
C U d6 4 En W&M 4 U > D D tea se k 4 46 46 eJ D w
&O Gd D
- K4 tn in 6= 4 O L O O tee E J
> & eJ K
O UF DkkOokA 4
anOOOO er O 4 & e-E e g g ta, g6 4 E E E E E tas E gg O O. O O en O O O O O e O O
> e e
.a D O M x,# 4.J w e o *e me te D *e O k R tas 4 em
%OOO Din 46 tas 4 las. O N M f4 02 3
U.J E eJ A c. 4 6 k k > ea en D
s Da 4 in ** e-4*8 O
h E OtJ U U U O U Ep4O
.J.J > 0 2
.J ses
- 1 asJ D tae ** *-
.J C.
se
.J is e=s 4 ** O.J *=e 444 4 *t in 4 w
O a.
O O dM O g O E E E 8K de dat a. E
>=
O E se. &
ta' O C 1O k
.A en 4
4 en
- en U E 4 e6 k 46 46 k 4 66 e.
& E 4 4 4" O
SJ
- e 4:3
.J E e4 4 tah D
O D taf ** 4 Z
E M
4 S. lat E 46 A En O.J **
O 4
Ce ses 2 E e-O D
> k > ** e- > c 46 h k 46 46 24 4 e u **
ENTECH ENGINEERING, INC.
Page B.30 5-1 P101-EC3
Be3e6 Impact due to All Nuclides in the Septage
...e...
Nu G
M
.OM D
W WWW WW W
NNNN
. U
....e e
e OOOO se to W
a 3
a 6 4 4 m
es LaJ ta# tas taJ m
p D g.,
Ce O O O O O O O 48 M
ER taf C O O f5 O O O.
W EA h (* h is og M
tai in e= a e.
W
- e e
- O 84 O O 4 CO
- e e es. 3
,J, 3
gs
, og Psi te to 4444 O
m sa M e 6 e 9-T ED 4 au O g g +4 g er W
4 a, es es En fa*h we ID N
88 las b 4 48 O.e tas % % %
se e en 2
W p es G
f4 N N fe es e-gJ U **
4 6a# W taJ w 43O lag ee O
UOOO 88 g at s) in 6 C
a.J O e6 o K W
8 8 #
8e G
W W Ls8 l'as E
es
, es w ge 3
g6e* D and K J tad O O O O O O O O O
- e tai te== e se es e.e f #
3 D A em WhOOOOOOOO 8'
eee
.J ee e-Es 4G s= E
- F 'e ** *
- M OO * * * * *
- J 4
2 e.s las >E D e *
- 4 O
se m
O e
COO C O.
W W aJ O
OZO 424 4 En w ED 4 0
to E
- A to 46 D4 g g e= e=
O e e e is 3
8' 4
F4 9 f%
88
- 9 P9 4 0
4 et 2 ** &as O O tae 8e' N f4 N f4 m
d6 S
G 44f4 4
E'J o* e9 JUQE w
G D000 m
s e o E
g gga 4g es se t 6 4 6 p
ce O
&n# Sa# 6el laa W
4g 4449 g 4 g 5 2&
GOOOOOOO M
h h f* h C eJ WOOOOOOO e
e a
K e a e e ee D ens gg e a e e o 04 m2 M M D L1 g,
e O f4O e 4 ag >
ew 4
=0 M4 Ce nas ass K W
eJ 64 Ed fs ee Q Gas ee OO O
F4
- eg 2 f4 fe N N ta#
4 gas ej 3 0
- O e*
- e OOOO W
E gj ga, W
es Se eJ 6 4 I e W
Ig 2 W
en en WZE
,J la# W W La#
$=
D eg dls 4 ini 4talOO O OO O OO O en U O I
4 e f4 >
m
- 4 SJ s'*
e9 4 f 411 es e
eu OWboOO.OOOHO i
wW D
e e * *
- l LJ an O O _J u
OD e e e e *
- e O 80 4 4
ee ee O >
e= *
- dD f ce 88 nas e %%W
> es to G $4 34 fra D
En g g e M> 4 E
4 f4 f=
ee 3
tes f4 N N Fe m
46 e
esG Z OisOOOO to es tal D-2E 6 i L e I
i es 6C 4 3 er haf W Esf teJ es 48 haf d6 eJ e4p D M ED se O O O O O O O es D N>hO 4e taa O O O O O O O to ** e8 e * * *
- e se J es
. # 4. (p e e
g e e e OO en tas 4 O F4 0 m 4 K>
wg 4 ao p de G es to f
f4 fe se N se b
.J M
$4 h
es e4 O
ge to Laf D OOOO 9
2 M in eg (J
e e 4 i es eh E
WWWW es 2
k ee O 46 C
se e O 4 is m E'e K f.
3 dJ
- O esJ O O O O O O O O O w
- > 0 ** M M
O to M
es D
D E h O O 0 0 O. O n O D e e e e e e e es h > ** g) ee M U ses O e eD O
==
ee O ** eg to eg a0 O
48 G&
4 fe h
es em e4 ** *e es (6
E0 es K
OOOO W
D > 4%
C U to es Ba#
4 6 e e m
F M La# >
to D
tas nas nas W es
- E 8 a en M
M = > to es W
eJ ee w > M es
>OO OOO O
es e *
- e e
E 4 SJ U 66 OO OOO O
ee se se e==
to og ** W 4 e e e
e
=
w m
OEG to taJ Ee O 4 e 9 e*
es es taJ eJ e
e te e
fd e= es es se oO
.J f4 A
es tal OOOO es og 4-are gp ee g
a e e e e
is et te O
tai tai had W es 4
tal es et O #1 4 g es las 2
e te (4 es ID e*
te M
O tak e
e e ee OGOO OOO O
es p,e 3
e se we e
- f LaJ W D C OOO O
e n
4 Dw e e e e e to De to se ce es e de to se to a O to O 4
O
.J er e
9 O
DU to t4 h
9 O
E e.8 O
- O O O O ED
- e O
MOOOO 4
we
> > e e o e O
4
%00OO e
a pgOOOO EA
- e. en e. =
en ein E2 4
e O O Fu er E
f4 fe to M to to >
ta8 ese 47 3
E $D ID M **
e 6 g (g & ag 4 Ea G m
2 w
M M
E E Z 'I Z 3 G M&
D M
W
% % w w ee w%
44O O
2 k
2
- = OOOO eO g3 OOOM O
== G og M
EE Jg taJ O # K stOOOO G 4eh *I
- w ee
& EE *EO 6
> e e o e 34 OO&
C*
% O M **
D e* ew
% to.
4,3
- 4 e= # 4h
&a8 g
gg ee og,
p g
O o* O ag se in en22 OO E
w on 23*ZJ D
W tai ek 33 8 w**
w 46 GU E
h g6 OO gri E6 las 4 in to te8 D
D E sg Gei O 4 em OOOO 86 44 ds ** h M
el O G>
W
.A e2OO 2 4 ed O-y gg O O O O da.
so O
- e k
s e e e e e GE **
3 O 49
- D g
4 O O G g) E O
==
%OOOO W
D A 2' W tas O D
4 E ** ee O M M
> O & en8 D M
O2 hGO W
H > an k t=
W D D ** **
66 ea yg er pg M "M
M3 G
UpD M
EZ s&
w
' > En J 3 ea W W tar G O 3 O eI E*
Sal la8 > 4 > e*
O
> ** O O O O e
& 88 O. *l' E *> tas*= E tas u es# & k
- e-eJ4 suOEOOOO
- *! > U m3 OEe eJ 4 3 las U
laa 4*44n lef *3 3 2 eg D
M OOOOO es es#
Da > 4 66 4 E O eE E****
to 4 nas > e e o e ane 3 e gas las g D
w D % e te e
> > > En d E e.a D Ga 12 3 o nas E
4M s 4 e e e g6 O w g
eO s
g3 4 er f4
- .J & ** Z taa saf W nas dal tai W E taf lof D4 4 G e6 0
eJ M M se O f e A eJ 1e0 og Ek&J en e taf E 4e#
g 4 O M D D had ** Ga. 4 h 46 =J D w
U U 864M and Og og nMhM O c ta81 3 sn M e=, 4 O E6 WD MD
- e * *
- sc 4 O O te K4 4
mOOOO f" &
.A E
O 4 A 9 f 4 W ** >
D em to ig O 4 E >
E
> ag X dL is 4 222E 2 WZ g O O. O O eJ D O M M enoOOOO>0 O
> e e e O 46 2W4
- D**
Las
% OOO O1 3
D In 46 talled E6 A ** e'. 9* k >.J Da el 80 ** > tes O
w O S1
- A O
en D 4 pef D
e N 99 f t
$14 ec #9 M taa
- e.J g.3 A G E O O U U U O O g a ge p
.J.J > O Z eJ tea.
K ** 4 em O.# em 4 4 44 4 an 4
- w e #.
O O eg C M O E de gg is o.g Es era G
D W ** *-
nJ er OGGG C
4 in 6. en u z e en, e6 46 s, sea el ta.
QZ
&af O G E O 86 eJ 2 O a in m 4
W J 2,J G Eg E et 4 >
U E U D4 U U O
3Wwk Ga#
D is D
de bak Z h (
eJ *'s U
4 G and E 2 M 6 h e > O.n. t.o O.6 46 R
A 4
.Z.
M. e.. O M M
.6 r,.
Sku Mon D
6 6 ENTECH ENGINEERING, INC.
Page Be3.6-1 P101-EC3
th K
e d.
6 tad E
eNeeM N
O OOOOO O
E e 0 0 0 6 e
em Laf Laf LaJ lal tad led M
O f e to O O ED M
p ee 4 'O >
b o e e e e e
f4 4 ee 3 4 0 4
h C
tas 2
O e fe e W M f4 fs M 4 m g e
p M Pi e f4 f4 4W # MM M
U 4
O ODOOO O
OO900 0
00000 O
O00OO O
p-tsa 6 e e e 4 e
- # 6 s 6 e
e e p 6 e e
M
&aJ LaJ Lai taa taJ Las laJ nad isJ taJ lad Lab la# tal laa eaf La8 la8 lak ta# tal La# &af and om gas rsO4h 4 e
we 44 ts et ED w
ED 9 4 h4 4
4 e 4 O ED W
Ca
.J
- e t e W I4 O h
ED er O ID ED a0 4 Is h g fs f4 f) W D (D **
ID D
e * *
- e
- e * * * *
- e * *
- 4 2
t4 e ce (4 O O,
P. M F4 es e 4
- f 4 ** g **
f4 ff P1 f4 M f 4 f4 e
3 e-4 O
O OOOOO O
OOOOO O
OOOOO O
W OO00O O
OOOOO O
O00OO O
++ +++
e
+++++ +
- +++ +
- em W ta# tas W W nas las W tnJ &a# 6as Las lad 4ad ea# &ad W
&a#
U O
OOOOO O
OOO OO O
O OOOO O
U g
OO000 O
00O00 O
OCOOO O
M e e e e e e
e e e e e e
- e e e O
e
.J 4
4Mghn M
er N M 4 e N
DM*4O M
OOOOO O
DOOOO O
OOOOO O
J e e 4 4 #
e e t # # #
9 i # 8 9 8
en tal les tea tal tsJ laa la# tal tal tas La8 laJ Laf La# Le# la8 448 las
> 0 M (d O rs
- 1 M 4 en f t 4
ED Mb**
I
.A 4 O O 4 ee O
b P1
- O f 4 4
Ps & D (4
- M l
4 e9 e e *
- e
- e e = e e
et ce M f 4 ee es f4 fe f4 > H N
fi F4 F9 ** 4 M
O EDM M >
M fe tft 4 W f4 O O O Lis9 M
OOO49 g4 OO00O O
OOO00 O
OOOOO O
2 O
f 4 e t I t
+.*e s e 4
+
++0 4
4 tsJ Lal tal La) taJ Lad led isJ hl iaA Lee La#
&ad lad Bad Sad lad ind OI 2
tal >
D ED o O O M (4
OOObe O
O O O F9 4 74 O O O60ts in O. O. O. GD C D 4 m.J g te ts WO (4
e e e
e e e e e e
e e e e e e
> ** 4 E SD (4 M f 4 es 34 mM PS ts M M
=J laa 4.s D u (A g OW3L r
4gO.
eie to &
taa 4 SO44#
L1 O M e M N
a00*OM M
MD 0000O O
OOOOO O
OOOOO O
e+
4 # #
- + 6 e f e
e + 4 4 6 e
O la8 Ce Z
&aa La# laJ b laf La3 laa las laJ laa N Le#
lef laf isJ La# ta#
&aJ O
4 O 64 64 O ED f 4 O ** ts n o fs OOOM w
> O O (4 O es eD O 4 ts **
f4 4 O ED F4 ee D
. e e e
e e e e e e e
e e e e o e
g H
T fs Pt Pt f4 f 4 we >
es M
M N en es 4 14 4 H e MMM eN N
Ift e W M M 91 M
OOOOO O
OOODO O
OOOOO O
taa
- # # # 9 s
- 6 I e 4 8
6 e t 4 4 4
LaJ Ra3 lof taa LaJ taJ La# Las la# Let Let La#
es# Lee lad taJ Las taa O w e M r3 4
OeO4>
gs en 4 6 O r>
g se
.A
e e e o e o
e o e e e e
f49 a0 f 4 ID e ee 79 p H E9 en eso n es M er OO44g e
OOMeN f4 O O # LS M M
OOOOO O
OOOOO O
OOOOO O
e + 4 e a a
e+ 6 4 4 4
+ + t i e
&aJF la3 laJ Lef 4# LaJ Lad h# lof led lad lad lad laf tal laf tak La8
&as O
O O ar e is O O M O f.
f4 O O en tD M w
dh O O ene9 H 4
O O N fat > **
O O es > T 4
e e o e e e
4 e o e e e
o e e e e e
f4 > 4 4
es fe ce N
ee N f4 f4 4A 4
4 Ga#
4 m
4 3
3 of 3
4aJ 3
E 2
8 2
.J g
e-4 3
are p
4a8 4
4 H
4 4
4 E
(6 4
la8 A
H te, 4
2 O
tal el W
D ec tas BC O
et 86 2 O E m En 83
- 2 0 2 m an O
D L O 2 M 8A O
tad R O 2 m to O t LnN U U lm HEUNUU as, tUNUU L
>KUnuu em 4
O 4
O 3
2 ea
.J
.J han
- 8
.J 2
3eOO*b 4
4 9 O M er h 4
EK gOMeh 4
la, 9 O M e fs 4
e On44MM N
2n44MM e.
O n 4 eg M 91 e-4 n 4 g eg pg 4
K es **
O E
- * *
- O k
= = *
- O laf ee we O.
A O
H se 80 eJ e
ENTECH ENGINEERING, INC.
P101-EC3 Page Be3e6-2
m.
g+
y.
b.
f4 0
O.
E-6 m
e M
h.
m.
4 6O WU 2
O
.hMMW M M
heeMe M'
de F4 WWWWW W
WWWWW W '
. O.
O.
000 O
O.
0 0 0 00 0 0-4 O
W W
e p
a
.m.
W
>OeNf4 0
4 4.D 4 O
Fe
.4 84 t.4 m. 4. M.
h.
- e. h. H. e. e.
b.
- e..
e.
J O
4 3
M e f4 H 4 m.
mMMWh a
i i
3
~
4 O
O.
00000 0
00000 O
O.
fe..
g w
C0000 O
90000', 0 O.
.O e
W D
- ++ +
+++++ +
+.
W W
M W W W W a#
W WWWWW W
W m
C000&
O 00000 O
O 4
00000 O.
O.
h.
Z 00000 O.
O g.
M Jk 1.
^ 4eMee' M eMehn M N
N 000 O
000 O.
O.
O.
0 0
0 0 M
J WWWWW W
WWWWW W
W W
J.
Sm>*h m
h00MM O-4 O. r. t. e. a.
e.
t.i t.e h. o. t4 o.
a.
4 m
0 r4 4 te M e M 84MheN e
M cO*
g >
OOOMM M
0004*-
N N
O k =4 0
O.-
00000 O.
O.
0000 0
&X 2
WWWWW W
WWWWW W
W W
Wu D
OOOMP w
OOOh>
w 4.
> 4 m, J O. O. O. *. C.
M.
O. O. c. e. t.t M.
4 e.
s
- e. W W
te we
.e to.e e.
f4
's
,MUmW GWDE SgDw -
mu W4 hCMMM M
hoede M
f4 f4 0 0 0. D. 0 O.
C.
O.
O.
O.
0000 m>
O W
4 2
WWWWW W
WWWWW W
W.
W
'f4 p
te F4OhOh es O
').4 0 h
.G.
O. O.. e. t.o t.e O. t.e e. m.
p
-f
.e N
M4M 4
44 mhM we f4 h
hDMeM f4 heMWM M
F4 000 O.
O.
O.
O. C. 0 0 O.
O.
O. 9 M
W D
WWWWW W
WWWWW W
W W
w m fi e m p 4
OOMO4 4
O
- M. '
e p
p
- b. h. h. >. 4
- e. h t.o M..e e.
J h
.,4 4Me->
COMMM M
0C#44 M
f4 f4 O. O. O. O. O. O.
O. O O. O. O.
O.
O.
O.
W 2
WWWWW W
WWWWW W
W W
D O O p ee p M
OO4hM M
M o
F4 O. O. e. M. O.
4 O. O. m. 4. M.
f.4 e.
- e t, e
Mem -
M
>4 4
3 3
m MW 1
EJE 2
E -
FOO 4
4 4
4gMW h
A b
h3h2 4
W W
J JOWJ WrO2mm O EDEmm O
J Jambw JEUNUU h-EUNWW b
4 SM O E
COOD 3
E J
J J
JD Em 4
I eOneh a MeOMeh 4
4 SJhDO SO44MM 4p44MM e
kUOok 4
O
- O W
- O O
OROWx W
E HwACW ENTECN ENGfNEERINGa. INC.
-P101-EC3
' Page B. 3. 6-3l x_..
44 K
ins e-44f E
e to 9
- M f4 O
OOOOO O
2 e a 6 6 e e
e*
W taf nad W W taf M
O f e ID 41 O 90 4A O ee 4 4 P h
e e e e e
le 4 se 44 61 4
ts O
lah U
4##MM M
2 C
g f4 e w 99 F4 hp4M*
er M M 99 *f4 N,
ODOOO O
4 f1 OOOOO O
OODOO O
OOOCO g
o-de e e e e e e
- # # # s a
f a e e i 4
Laf Lad ind l.af nas taJ in inf hal taJ Lal W W
las tai taJ Les le#
taa Lee ned taJ W Lal
&ap
- s M D ED #
O ee
. taf 99 O 4 f 4 4
> es f 4 ID h MO4 > li 59 E
.J es te 9* f4O h
O #9 ee M 8 4 se h e @ O 61 M
O O 4419 O 4
O
- * =
- e
- e e *
- e *
- 4' 2
t4 H ee f 4 31 H
M ts e se e el f4 g f4 4*
- F9 N 84 s'
f4 f4 3
G d
O Q
OOOOO O
OOODO O
OOOOO O
OO00O O
OOO00 O
OOOO O O
e-U O
++ *** +
+**** *
- +** *
- W W
enf asA las W tad nad Les W tal tas tal tai has taa taf las las hf 40 OO DOO O
OOO OO te O DOO O O
2 OOOOO O
OOOOO O
OOOOO O
G e e e a e e
o e o e e e
e o e e o e
6.a e
44 4 h 11 e
er N M Li
- f4 49 99 e h 41 M
ve OODOO O
OOO00 O
O00OO O
.J e e a e i s
e 6 e e f a
- 6 8 8 8 6
.J La# laJ Laf la# tai las LeJ nnJ Laf 6aJ La#
laf taf Lal tal tal lad ta8 6
61 9 m 614 M
d e r% o o ti (4
M 41 L1== 61 Ie CD p 4. a F1 se h O h. (4 O.
W D f1 N *e e
f4 f 4 f4
==*Oe e
OMCW **
h o
e e e o e f4 84 ** f 4 fs W F4 g3 e e e e o e
E
{
DM eN OOOeP9 M
OOO4*
E >
er N 814
- 46 4 OOC 0O O
OOOOO O
OOOOO O
3 O
e e i I I e
+++ 6 i e
- ** 6 e f
El I 2
Lei les tal lad lai LeJ
&af Laf LaJ Lal &aa LaJ Bed 441 &aJ &aJ Lal 14#
Laa
- D O a e ID 4 L1 OOOhO we o o O re 61 84 O
- Em E e e s*44 N
O O O OSk O
O O O 61 D.
D 4 ** A f4 84 e e e e
e e e
e e e e.
e 2 tad Laf en fi 80 99==
99 ao 41 e0 hM er WUMM LaJ hA DE P W D **
s..
MK taf 4 h O 4 e9
- er M O M # F4 N
4 O tr e1 99 99 44 D P'
OOOOO O
OOOOO O
ODOOO O
O La#
- + 9 6 4 4
e+t e e 3
- + e e e a
taf Laf Laf lad tai tal tal l.ed tea tai laf tal Q
R nas laA &nd laJ &af tal g4 n
t,o O O #%
O M O F4 e
se ED 99
- 9. O O g Ce e O po yg O tm er a pg
,e gg g> m p p
P*
e e e e o e
o e o e e e
e e e e a e
ht Os et) e er W
w M Nse es M
P9 *e e s se 4 IS 4 L1 M M
eMMeN N
tr) er er 41 M M
M OODOO O
ODODO O
O000O O
end t t 4 4 4 4
4 4 4 4 6 4
e e 6 e a a
D Laf Lad Le# laJ Red Lee la# *al Lea tal la8 ta) laf ta7 tai taJ 648 taf Oh r4 e 4 4
qD es es ee h
n w er O p O
O, M (D F4 &
4
=A
- 09 GD ID **
f4 99 > ** W 9e 99 e e e e e
e o e e e e
e M M ID f4 en we se se 4 e
- 61
- e ** * =0 8 4 M
OO46#
OOMMN f4 O O er 6199 99 OODOO O
OOOOO O
ODOOO O
laA
++ e t i e
++ 4 0 0 6
+ + 6 6 e i
2 te. La3 laa las taa laJ
&af tal taf W 6af naf 448 taf laa taf est tas O
O O M e==
so OOhwn es O O > #9 er es db O O M (4 f4 M
O O h fs M M
O O PS e0 f 4 9
e e e e o e
a e e e e e
e e o e e e
N se &
en
- 79 M 99 en N N f4 M
d d
had e
en g
3 3
.8 3
lae 3
2 1
dea Z
=8 g
o-4 dra La8 4
6 d
4 4,,
2 g,
g tal g
6 g
4 2
O Lap
.e g
O g
laJ g
O y
db 2 02MM O
- 2 0 2 M M O
D 2 0 2 to M O
4aa 2 0 2 en an O
E UNUU 66 8* E U N U U 46 EUNUU 46 D E U gg u U g
g O
4 Q
- 3 2
.2 n
a Sat
.A ee A
D9 O H w fs 4
e4eOMeh 4
W9 OM4 ts a
L6 er O 61 e h 4
V tS 4 4 M P1 2 0 4 4 f9 M 0 31 44MM 4 61 4 et M P1 t=
6
- e ce O
2
- e *e O
- e se O
tee ee *e O
O sa 6-ID eJ e6 ENTECH ENGINEi; RING, INC.
Page Be3.6-4 P101-EC3
GA laW>
WE f4 C
O 8
E ta_?
m.
ED W
fs sn e
4 46 O
Wu 2
ga fs er M e M M
h9 e4e M
f4 f4 4
O OOOOO O
OO00O O
O O
m t t 0 e 0 0
0 t t I e 4
9 0
th la) taa 4aa $1 taJ taf Laf Laf la# W W
&ad gal LaJ oe les ef4se 4D M M
f 4 # O O **
F4
- e oo > wg f4 O
f 9
Eis
.J f4 9 f4 61 >. >
es f4 er S 99 g
g to ** M on 61 e e a e e e
O e a e e 3
e 4
K O
Ca OOOOO O
OOOCO O
O (4
ODOOO O
OOOOO O
O O
u O
+ ++ ++ +
+ + +++ +
+
4 Las k
tas W 6sa W &af W
W W La#W W Sa#
W
&aA en ODOOO O
OO OOO O
O 4
O O
f*
2 O00OO O.
O. O C O O e e e e e
O e
e e e e M
.J 4e.
4 e Ps 4 e M
4 m e h ei M
F4 F4 OOOOO O
OO00O O
O O
.s e e 6 e B e
e e e a e e
a 6
.J Lat tsJ Lad W tai lad tal las W W W LaJ tal W
4 84 O 4 M 84 Pt 4 (4 O 4 5 *e w
41 O
e e e e e
e e e e e e
e 4
ee is Of4fi ED e
P3 f 4 f4 E 4 4e e
es es e f 4 en to Pt te ID M e f 4 E
O to g>
O 0 0 61 M M
OO049 9
F4 N
g6 4 ODOOO O
eOODOO O
O O
3 O
+ ** 4 0 6
+ + + 4 e f
6 i
OE E
W Le3 La8 W laa tad 460 tai tailaa ins Las tai laJ W>
3 o o o f 4 41 O O O O f4 g
Pt O
- e A E e e e e o e
O O Of4f4 f4 D4a el O O O se f 4 f4 o e e e o e
a e
2 tas W
9 84 f4 F4 es so w
W U 40 es" WWDK p.
f
> sg O se se in W tas 4 hOMwM N
h O e 40 er w
N f4 En D OOOOO O
O sts OOO O
O O
O W
e + 4 4 4 4
e
- 4 6 e t
6 I
Em 2
tsJ &af W &as tah Ls8 naf lef Sa# W &ak
&ne taa
&ni Ca h O > GD >
0 ED D W 61 M Pi
==
ED me MOOOh 4OOfe se to M
O.
g e
e e e e e
e o e e e e
e Pi 61 ** 61 46194 P4
@ 61 M e f4 f4 h *
- ti er M
F4 K
OOOOO O
OODOO O
O O
Las e B e t 6 6
6 6 e t #
a 6
t D
Las taa W &aJ W naa taf W W tas tal Lef Gal has e.*
- 9 O L1 O O w
61 84 er se O se we ej eeM>g b 61 4 M er 4D f4 O
4 e
e e e o e e
e e e e e e
e e
== 4bM=*
f4 61 **
- ee >
fe e
me O O M e f4 f4 OOg4e e
f4 en O OOOO O
OODOO O
O O
laJ
+ + 6 e a e
+* e t 6 e
t K
4mf tak &ne tai laJ laa ne8 ina lad haf tea tea las taf G
O O fr e ED 84 O O (4 e f4 f4 F4 den O O #4 W F4 41 O O f% 4&
h 41 e e e o e e
o e a e e e
e e
N =* es en t4 h 4 41
- e 4
4 3
3 m
to taa E
E I
Z eJ E
>OO 4
4 4
4 g g bel k
k is f6 3kE4 M
M ed ed O tai ao WX O R to 50 O
2 0 2 ta se O
.J J z an A W d K WNuu k
KuNuu k
4 S ee O g
4 O se O 3 3
E eJ eJ J
ek D E to E
e O L4 9 h 4
> e O 41 e h 4
4 4.J > 3O
- =
3 61 4 4 M M 4 W3 4 4 M 94 4-
- - > u O O g, 4
O
- e e*
O taJ
- en O
O OEO&M d6 u
E t-
> > os me DW ENTECH ENGINEERING, INC.
P101-EC3 Page B.3.6-5
M nc W
0-W K
e toe e M F4 j
O ODOOO O
I E
e e s t e n
I M
W W laJ W &af la8 0 fe e o O m
j
.x n es4 4 >
b e e e e e e
f 4 4 eie f4 M 4
laO W
2 G
eNg eM N
h p ap 4 e e
M M PS W N N
49*He M
U 4
O OOOOO O
OODOO O
OOOCO O
OOOOO O
e.
ma e e e e e e
e f e e s
- # # # 8 8
e e # e 4 4
M 4a# W taf W LaJ e las lad taJ W tal lee lad ins W had Lai LaJ laf taf Lal 4ad 4nd ha#
W
- =
las MO4h4 4
4 er e 61 eD
> 61 61 > g 4
M se O ED P1 4
- 4 e D to M
e e
- e e e e
w O h & e'e'a bM44h fs es N. 4. f e O h.
e e e e e
o e e e e e
Ce e,#
a Z
N H ee 84 ti el M e g M== te p & M f 4 e*
N 89 9 M es M **
O 3
4 O
Ca OOOOO O
OOOOO O
OOOOO O
6 OOOOO O
OOO00 O
OOOOO O
+++++ +
++ + ++ +
+++++ +
e-se f
u O
l w
a WWWWw ins w w is# W W w
wWWWw W
00000 O
00000 O
C 0000 O
I M
>z 00000 O
00000 O
00000 O
i e
e e e e e e e
e e *
- e e
O pe e
k 4g 4 CD 4 e
g te M 4 W f4
=D e 64 h Li er to OOOOO O
OOODO O
OOOOO O
4 e s # # #
- # e a e e
e e a e e e
.A ta# W W La3 W
&nd Saf Lai tal las La#
Lal tad La# W W W la#
e ee eeh f4 M O 84 er e f4 4 m o M #1 e e e e e e
e e e e e S. 4 4. O. g 99 O O 4 >
4 h b 4 4 CD e=
==M=*>W 94 es se se f%e.
e 3D se
> 3D > g te ED M W* N M 4 9 84 OOOeM M
C 0 0 4 er e
la. 4 OOOOO O
OOODO O
O00OO O
3 LS 8 e # # #
a
+++ e e e
+++ e a e
G1 2
Lai Las mae W W Las taJ tas W Las laa W
W WLa#W W W
W ** D 61 O h e M M
O O O CD h M
O O O 84 H e
4 O O O. M M e
OOOpO
$4 D 4 en d M 4. n o up 4
se se 86 3-
> f4 4 M en to ee > >
ED ee 4
o e e
e.
e e e e e e
I*
fW tan ew y M gg 3WDE UuOe en mW
&as 4 f4 O44e er ti O M e N f4 4OTMM M
MD OOOOO O
OOOOO O
OOOOO O
O W
8 + 4 e o e
e+
e e e e
e
+t e e e
Ce E
W tid la) La# W W
tad ta# taa tai tal la#
lel laa lad La) naa W
Ca e O ce es dD en 4D O f 4 > N O
> 0 e s e f%
e 0 O fo M S O
h O GD f4 n *=
to O at ti fe uD
- =
e * *
- e e
e o e e e o
e e o e e e
hC 4
49M e
61 tri er N 99 M
M N====
4 44 ep O M M
er M M M N N
p er e n og fg N
OOOOO O
DOODO O
OOOOO O
W a e e e e e
e B e e e e
0 0 6 0 e e
D las W nas anA W W
W tas W ans W W
W W W W gas W
0 w fs s199 f4 49% w to g e1 e b 4 ED qD fs
- =
4 (D e D ee to O O $4 e h en es e e er a 4
ea e e e e e o
e e e e *
- e o e e e e
84 e 0%N se
$4 M > es A en eo p h fg e
O C. e M M M
O O e n f9 M
OOMeN N
O f. OOO O
OOOOO O
OOODO O
taa
+ + e e e a
++ e a a e
+ + e a e a
2 W ias nas W W
&as gas nas tal W tas W
ans in# tak W taf tal D
OOesep 4
O O e% M to te oOn44 ee O O O n. O.
fi.
JEe O O ED 4 84 f4 OOe4O 41 e e e e e *
- e e
e o e e e e
f 4 =* es Mee En te g e e M
4 4
bnD 4
M 4
3 3
.A 3
be 3
lL
.E dea 2
ed y
e-p 4
e-8.
4 4
4 4,
468 4,
g g
ga#
A e-g 2
4 E
O Sal
=&
K O
E W
E O
gg imEOEMM O
- t O E M M O
>EDEMM O
hait O E M M O
EUNWU k
>EeJNMW em E. W N U U th.
DCUNOW 16 4
O 4
O 3
E
.)
- b
.J hat
.J
,,,6 3
De O ti e h a
4 e O M er h 4
dE eOMeh 4
- b. 9 O ti e h 4
e-O p ep 4 M M Z n 4 4 94 M e=
O 61 4 4 M M 4 n 4 4 og M e
E a so O
e-
- ee O
tal
= =
O,.
O.
4 as
= =
e en e-e e-
.3 s6 O
ENTECH ENGINEERING, INC.
P101-EC3 Page B 3.6-6
m 4g W
e.
LeJ K
- 4 O
O I
2 W
es O
W b
m e
4 k
O W
U 2
b eMeM te hee 4e M
F4 N
4 O
ODOOO O
OOOOO O
O O
S.
9 e e e e e
4 8 6 8 8 8
8 8
m Asi W W 1a8 4eJ W
W W taf W W lse W
tsJ W
D > e 61 L1 f4 84 to e O O tg f4 h 4 fs le SD 99 H GD. e. s.e M.
G ed e
e e e e e e
e e
O 4
2 e t e h ** e se og e 4 er se se 3
d W
D G
O00OO O
OOOOO O
O N
en COOOO O
OODOO O
O O
U O
e oee e o
ee ++ + +
e a
W 6C W W aaf W W W
WWWWW te#
W W
W b=
00000 0
OOOOO O
O 4
I O00OO O
OO00O O
O f%
gre e
e e e e e e
a e e e e e
e e
D J
k 4 eM4e M
fseeA4 M
N N
en ODOOO O
OOOOO O
O O
eJ s e e e a 0
0 6 e e 1 4
e e
.a WWWWW W
W Ld 4d tal W W
tah Lal e
te se 0 0 L1 t')
to O ee o e is L1 to ar (4
ED e b > f 4 es O,
e e
we e et se >e ED.
e H ID we en b ee i4 er e e e e e 0
e e e e4
- O t e t e **
Eom OOOOM M
OO04e e
N te k 4 O00OO O
OOOOO O
O O
3 O
+ e+
6 e t
- t i e
4 e
G1 2
4ar W W W W W
WWWWnd W
Lad W
nn8
- D O O O ED e to O O O to M p
h r9
>4aeJ OOOOee H
OOOee e
ts e
e e e e
e e
e G ee k E
- e e 4M 99 (4
- og 69 eJ 4aJ W
- e W M M Z 4ea D E UgOv en mM W4 h O #9 e M to N O e 4 er M
to
==
M *> >
ODOOO O
OOOOO O
O O
O W
e e a 6 e s
6 + 4 s e s
e e
W taf Sof W W W W
&aJ tas W W W LJ.
- e O ar O fs O
O de 2
nd oe>
94 e
to en en hop 44 h
in O ID > >.
0, e
e g
e o e e e a
e e e e e
b ee >
es se 4 4 Pt en n
se 4 0 f4 e t4 N
f%
- MOM M
ese ee K
O000O O
OOOOO O
O O
W D e e t 6 6
4 4 e a e a
6 e
D W id W W W W
ina ed tsJ W W W
taa 4d ee
> ED O #s 61 ao es > 99 (4 to e
ed 4 h to e >
te e n O to N e
w e
o e e e o
e e o e e o
e e
se > en p te e
4 es en te se te es se OOMeN N
OOepM M
se se O000O O
OOOOO O
O O
id
- e e 6 4
- 4 6 e a
e e
2.
W W W W td W
tes W tsJ W ad W
ta.
Ed O
O O > #9 ED 4
O O m 4 es O
qD e
O O e. M O M O O O 99 to fs 84 e
Se e
.o e e e
e a e e e o e
o ee e f4 M M
er ** se ee 6
4 3
3 m m.ge E
1 Z
2JE e
WOO 4
4 4
42gW k
k k
&Jh 2 4 CC E
.J eJ D W J KR O2mm O
2O2mm O ea
,J2mkW eJEuNUU k
EDNUU k 4
4 ee 5". Od~e G D Eg 4
3 K
J ea J
JD EM 4
DO
- . J > O k beOne'.
4 4
Z eOneh d
uo 4 era 4 4 09 e o
3 n 4 4 M f4 4
O
= ee O
tah ee *e D
C O 1 O (K M k
U E
>>e POW ENTECH ENGINEERING, INC.
Page B.3.6-7 P101-EC3
~
g W
0-lad E
e re e e m N
O OOOOO O
E t e a p 6 e
se tal laJ I.1 W W W
g O f 4 ID &T C M
O. e.e 4 4. >.
b.
to 4 ** to M 4 6
O W
2 O
e fe e e M N
hM44M W
DOO00 O
OOOOO O
U ODOOO O
OO000 O
DOODO O
OOOOO O
g t e e e e e
6 e a s e a
e++++
+
4 O.
$4 taJ nat tas lap W W
W &ne W Lad W Lal bal W Laf Laf tal Lab W La# W lad lai W
OOOOO O
OOOOO O
M.*
O 4 h 4 b.
f4 *ObH O.*
O. O. O. O. O.
O. O O. O. O.
4 O
tai O
. t.e # te O.
O. F4 0 9. t.4 e
e e
r.
JO 4
2 84 H e (4 H D M 9 f4 ee 4 w.
l 3
l
\\
OO000 O
OOOOO O
OOOOO O
K O
OOOCO O
OCOOO O
O to O. O 0 0 0
+ +***
- e-e4 W W ta8'
- e *++ +
+++++ +
WW W
U O
W W W tas W W
W W Las W W W
OOOOO O
OOODO O
OOOOO O
W g
1 O. O. C. 0 0 O.
O. O. O. D. O.
O.
O. O. O. O. O.
O.
tra gh e
.a k
be494
- f OOOOC. O OOOOO O
OO000
.)
OOO00 O
OOOOO O
$ e e e e e
- e**
se tie W W W W tai W W W las tal W
4a8 Las W W tal W
.J 4 e9 M
OOOOO O
OOOOO O
f
.e do E.p p S.e.o 99. f".t to.
O. O. O. O. O.
O.
O. O. O. O. O.
O.
3 24 O
e ce M M we se EOM M>
0 N 0 4 e%
te OOODO O
OC000 O
k 6 OO000 O
DOOOO C
O DOOO O
3 O
e a 4 4 e e
+++++ +
+ e***
+
&1 Z
&as tai W tas las W
taf W gas taa W tas W nas nas W ses W
4 4bO>
ED OOOOO O
O OOOO O
- b..a.D O. 4. t.e O h.
E en da. K
. 4 O O O O. O O.
O. O. O. O. O.
O.
&al J
e e e e e
4 es e tg >
.e 4W tad I
k U lo es
- o. tas 3 E.
Z C
g e.
4 En af tai "4 hO44*
OOOCO O
OC00O O
OOC 00 O
ODODO O
OOOOO O
6
- 6 4 e a
+e+.+
+
+
++e+
+
O.h W
ter W W W W W
taa W tas W W W
W aa#W W W ans 2
NOW&b OOOOO O
OOOOO tm
- e O. O..c h. M.
O. O. O. D. O.
O.
O. e4. O O. O.
O.
W e
M u.~
u 4 W 4 49 4 O O O OO O
O 000O O
O.
C 0 0. O.
O O
OOODO O, O. D. O.D.
D.
M W>
W W laa W lsA W
4 s gal haf Ga8 W tea Lee taf W haa W W
- HMbo M
OOO00 O
O OOOO O
ed D. >. *.* h. 9 O. O. O. 0 0 O.
O. D. O. O. O.
O.
u.-a O
OO44*
OOOOO O
OOOOO O
.O O. O..O O.
O.
O O O 00 O
O..O000 O.
W E
tod nsf 4 4 Gad has SaJ let led bad laf W Lai laa laa lat tal W laa O
OOC 4*
O OOOOO O
O C 0 0 84 O
O. O. N e. D.
4 O O. O. D O.
O.
U. O. O. O. O.
O.
se e
o
.e.>~
n 4A W
3 3
8 3
eaJ 3
2 2
Z e
2 e-E N
se e
tal 4
4 b
4 4
q
=
6 6
W u
,a.
4 2
O W
.J K
D N
hae M
O g
k 2 O P M dh O
- R O 2 En E4 O
> 2 0 2 mm O
la81 O 2 en m O K 'J N U U is
>KUNUU k
t U N UU k
btUNUu s.
4 0
4 D
e,s W
.A
.J J..
E.
3 On.s
=,On.~
u.On.s C
On.s 2
e n e 4 gg M.*
e-O n 4 4 og M o.
e.
Z n 4 4 s.q M e-O n 4 4 M sg e-ta8 O
2
- *e O
k we ce O
4 (E
we em D
Ga O
M b
01 e
.8 e-ENTECH ENGINEERING, INC.
P101-EC3 Page B.3.G-8
M M
U e-W E
te O
O E
8 m
W W
K en m
4 kO W
U E
O AwMeM fe OOOOO O
(4 f4 4
O 00000 O
00000 O
O O
e e e e e e
- **+
- 8 6
WWWWW W
WWWWW W
W W
I w
W M ee g mm to 00 000 0
W 00000 O
m m
- m. h. p O. O 0
JO e
e e e
e e
a b
h I
hereg 3
V O
O C0000 0
00000 O
O f4 w
00000 O
00000 O
O O
U O
W w
WWWWW W
W W W W h8 W
W W
M C0000 O
90000 O
O e
K O O. O. O O O.
O O. O. O. O O.
O h
e e e e
e e
e O
e J
M 4
- f4 4 e F4 OOOOO O
N h
M 00000 O
00000 O
O O
J e e e a e s
+* ** *
- e e
J WWWWW W
WWWWW W
W W
6 9 O O to O
==
00000 O
M sp w h h. h. m.
00000 O.
e.
M.
M C
.e h
e e e
.e= = = 84 EOM g>
OOOeM M
00000 O
F4 ra k 4 00000 O
00000 O
O O
3 O
= *
- e e e
+* ** *
- e e
O2 2
WWWWW W
WWWWW W
W W
We D
00040 e
D0000 O
- 4 m
WD.*J 000064 M
00000 O.
e O
M Embt e e e
e e e
4W W
me e
to e
kUMW 2WDE p gOw w
MW W4 h O f4 W fe N
00000 O
N f4 M3 00000 O
00000 O
O O
O W
6
- e e e s
s e
O E
WWWWW W
WWWWW W
W W
G hOome k
00000 O
O e
F. O. O. H. O.
O.
00000 O.
e.
M.
M g
4 as te en te N
e 4
- f4 m f4 N
OOOOO O
f4 en K
OOOOO O
OODOC O
O O
W e e e e e e
s e
WWWWW W
WWWWW W
W W
M
- O f* O e W
00000 O
M e
J
=0006 00000 Oe O
e e
M.
M F4 f e em n h
a se COMwN fe 00000 O
N
=
OOOc0 O
00000 O
O O
W e e e s e e
e a
J WWWWW W
WWWWW W
W W
D C OMhfe h
00000 O
O w
O. O. O. M. F.
M.
00000 O.
m.
.o.
n n
4 4
3 3
M MW E
1 2
E JE WOO 2,W 3 k N.
k k
k k
E E
J JOWJ WEDEMM O
EOt@M O J
J3MkW JEUNUU k
E U NU U k
4 Swp g
Ouba E.
J.
J.
J. DJ>30 J
EM 3
On.h
>. On.h 2>
Sn9eMM
.p**MM
>UGOk O
== O W
mm O
O DEOuM k
U E
e
>=&mW ENTECH ENGINEERING, INC.
P101-EC3 Page B.3.Gm9
B.4 ATHODOS - Radi ol ostical Impact After Termination of VY Contro] of the Disposal Site (All Nuclides)
Presented below is a partial listing of the ATMODOS Tape 5 input l
i used in this portion of the calculation.
It corresponds to the output which follows.
With the exception of the nuclide data library, a large I
portion of which was deleted due to space limitations, the listing is complete.
l 1 IVYP1 VY STANDARD PROGRAM INFORMATION FILE VY - SEWAGE CONTAH - SOLIDS 1% BY kT - 2 ACRES - SilIELD F = 0.242 - CONT. OCCUP 1.
.200 44.56FRESil.500YESNO NO 0. 242 1.NO NO NO 0.1.00
--EDR--
--EDF--
0 2VYGASRIAAS STK VY 87 1 1 0 87063023:
HN54 4.132E-6 25 MN 54 0060 2.511E-4 27 CO 60 ZN65 4.502E-6 33 ZN 05 CS134 1.715E-6 55 CS 134 CS137 9.366E-5 55 CS 137
--mR-
--mF--
1 SQUERY PNI1IWAYS: SIIORE(1,2,3),BND, ROAD,RES1, RAD, MEAT, GOAT, COW SHORE 1 YESYES S!! ORE 2 YESYES SIIORE3 YESYES BOUND 7ESYES ROAD YESiTS RES1 YESYESYESYES RADIUS YESYES MEAT YESYESYESYES YESiTSITS GOAT YESYESYESYES ITS ITS)TS COW YESYESYESYESYES YESYES
__gon__
_-mp__
1 GVYUIHAXVY MAXIMUM INDIVIDUAL USAGE FACIDRS FOR STANDARD PFORBLDiS 520.00 64.00 310.00 110.00 21.00
.00
.00 12.00
.00 8000.00 630.00 42.00 400.00 65.00 16.00
.00
.00 67.00
.00 8000.00 520.00 26.00 330.00 41.00 6.90
.00
.00 14.00
.00 3700.00
.00
.00 330.00
.00
.00
.00
.00
.00
.00 1400.00
__mn__
__mp _
ENTECH ENGINEERING, INC.
Page B.4-1 P101-EC3
k 1 7WGSD W HAX INDIVIDUAL GAS SITE DATA FILE FOR STANDARD PROULEMS a
2.00 2.00
.70 2.00
.70 2.00
.70 2.00 t
240.00 240.00 240.00 240.00 240.00 240.00 240.00 240.00
.00
.00 48.00 48.00 48.00 48.00 480. 0 480.00-J 0
8766.00 8766.00 8766.00 8766.00 8766.00 8766.00 8766.00 8766.00 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1440.00 24.00
.00 2160.00
.00. -2160.00
.00 2160.00
.00
.00 50.00 50.00 6.00 6.00 50.00 50.00-
.00
.00
.50
.00
.50
.00
.50
.00
.00
.00 1.00
.00 1.00
.00 1.00
.00 1.0 1.00
'. 00
.00
.00
.00
.00
.00 1
5.60
.00
.00
.00
.00
.00
.00
.00
__ mg__
i
--EOF--
181STPNBLNUCLIDE LIBRARY FOR ALL DOSE PRCGRAMS i
89 y
1 3 1.78E-090.00E+000.00E400 SOLUBLE H 9.0E-01 9.0E-01 9.0E-01 9.0E-01 9.3E-01 9.3E-01 4.8E-00 1.0E-02 1.2E-02 0.
1.05E-071.05E-071.05E-071.05E-071.05E-071.05E-07 0.
1.58E-071.58E-071.58E-071.58E-071.58E-071.58E-07 0.
1.00E-071.06E-071.06E-071.06E-071.06E-071.06E-07 0.
1.59E-071.59E-071.59E-071.59E-071.59E-071.59E-07 0.
2.03E-072.03E-072.03E-072.03E-072.03E-072.03E-07 0.
3.04E-073.04E-073.04E-073.04E-073.04E-073.04E-07 1
0.
3.08E-073.08E-073.0BE-073.08E-073.08E-073.08E-07 O.
4.62E-074.62E-074.62E-074.62E-074.62E-074.62E-07
'~
6 14 3.83E-12 SOLUBLE C 4.6E403 9.1E+03 4.6E+03 1.8E+03 1.4E+03 1.8E+03 5.5E+00 1.2E-02 3.1E-02 2.84E-065.68E-075.68E-075.68E-075.68E-075.68E-075.68E-07 l
2.27E-064.26E-074.26E-074.26E-074.26E-074.26E-074.26E-07 i
4.06E-068.12E-078.12E-078.12E-078.12E-078.12E-078.12E-07 1
l!
3.25E-066.09E-076.09E-076.09E-076.09E-076.09E-076.09E-07
- 1. 21 E-052. 42E-062. 42E-062. 42E-062. 42E-062. 42E-062. 42E-06 9.70E-061.82E-061.82E-061.82E-061.82E-061.82E-061.82E-06 j
2.37E-055.06E-065.06E-065.06E-065.06E-065.06E-065.06E-06 1.89E-053.79E-063.79E-063.79E-063.79E-063.79E-063.79E-06 11 24 1.28E-052.50E-08 2.90E-08 SOLUBLE j
b1C(FORA'IUTALCF89NUCLIDES) j i
--EOR--
__mp__
1 3WXQF W X/QFILE - SPECIAL VALUES - SEWAGE CXNTAM. PROBLDI - 2 ACRE PIUTS FLD 0 00R MEAT 3.896E-02 3.896E-02 1.236E-04 3.896E-02
--EOR--
1
--DOF--
i ENTECH ENGINEERING, INC.
Page B 4-2 P101-EC3 1
j
1 l
l l
J l
.ee....
e, ee. e..
l e.
.n..n..n D,n eD w wwwwwaw e
0000 f
u u > > > - > > >
4 0000 ee x ****.
1
>v w
e
- WWww e
1 30
&OOOOOOO es M
b F es es a
en tn tsh O O O O O O O is * * *
- e e e w
In M M P'D M e
- >* m tes en
- *
- e e
e
- s. wJ OfeOO4 OO f
en fg 39 S e
- m. >
2 P-ee & 4 4 81
- e****e a
4 89 ) e e E
O I
e es gE12 94 O u
4 da.
in te * #-
ee 3D te e
e s % %. %
en u w
e-e
& u u en H
2 w e*
es O
OOOO 4
W ta8 W
- En e 4 2 O naa D
OOOO e
F.
4 s O es/ O g
tas es Se e
W &ns W W m
g en en.
E se 3
e m> w M eJ wOOOOOOOOO es es8 O
- M 86 ee es er s=
3
>e,J==
g f* O O O O O O 61 O 48 J
I4 8e le **
t.'
l Fe to e O Se e-8 C Ce
- E D * * * * * * * *
- 00.
O es O
00 en
- 4 E
O.
5 eJ 6sf.&,
r so---
u g
k.
.O OxOa34 m
o 3
O e
4 to e h e.t www C - a
.,4 O O ens et 3 ** ts l
OO#
4 4
u p s.
s.
OOOO a, e se e
en Ce ODOO e
g $6 f
e o e se we e
e,a M es ee e
C W ta8 W la8
& C, 48 g
- 94*
4 4
.I 6
Ee C. O D O O 0 0 0 ee
-*****e i
Ow tas O O O O O O O d'
y ei.
gg e e e e e o e o
K e e a e en aR e
g, g-O t4 0 m e ce e4G e
w wm g e-eee e
W se OW e-g-.,
sp ge em
.a
- g2 OOOO e.e to tes 6 0
- D e" O OOO eJ s
3 E
es Se
.J 88 u
en.
tas in W EE e4 448 448 w &nA e8 et 2 tas en W e-euO 6
> # 5e D-es O$
ge 4 eg 4wOOOOOOOOO e* 4 u e"*
te f * 'ee ** **
8= O 0 0 0 0 O ni o e-e-e eu e o e
es 64 en 4
O y) e anf SS O
e e e o e e e e a w e O O.J e
O ED e6 Se
- es se e.s en f % % g.
es O>
es 48 It H ge p se de e e eD es >4 E
o
}
4 ed es de 3
WOOOO es da O
se G1 9 to O O O O e
I e las e-2E****
en w es
- D
- e# &ne asA naf l
W wb s
W =>W W
ee >
O & 99 O*
es J
AOOOOOOO en
=J D D O O O O. O.
- "J e.s M M F4 fe es cap se.
e e e e e M.O s e O. ID 4, O. O de.s 4 e.6 1
ss.
er. a I
.,r o
se E
OOOO e
n e,J an te h
es se 4as O P
OOOO es 2
a=
4D to ee an g tsJ o
6.s a
E W O $m I
u eel 468 and W
q en E 4
- e t's f1==
W I Is 3
en
- to ** Ce Ed O
O tab o O O O O 5 O O O u*
u es fs O O O O O O 41 O es M
j se os se es es D e e e a e o e e o en 1
48 in BJ tas e
O ED =D O
de i
es es O ** es.
en ee4 p
- 4. E 4
se fs en OOOO OOOO to E,.
es OVO em O
6 es es CuW 4e taf Aef l.na est 88
> ees >
ao P 61 ** t e se 4.J **
m
.J te M et 94 ee ese e * *
- se e,
C
>0O OOO O
as et se es e
OOO O
4 u u.4 O O.
en es e
e e o e
en er *= 6 es ee eD e
ee a
OEE OO
@ 4.e6 Se o OOOO e
a.a J
- D te se g e-
.A fe 9s et W
O O O O*
es m
F en am 4 A*
80 tat esa tes w es O.
es 4
H 41 O O gp es eo tel te F. W 8e 3
et haf tal
- = e o en O
- f QGOO OOO O
e es es en es se 2
4*e taa O O OOO O
e.
e e e e e
4 so 4
> as e O
- D O
we ce 46 es es se es es es es es en w S
O f4 e
- O de O
M de b
e O
2 O
O mOOOO
&J CD
- e
=J dt G O O O 4
> > e e e e u
4
%O00O M O O O. O 1
eJ eOOt er R3 g
M e= *
- en a o *=
fe fe en 44 44 En &
taJ tas W
2 g 3DSD$1es e e g M g & 4E K* %
K w
3 in 9*
E E 3 2 3 2 Em gg a
oss 4*8
% Awwww%
4 eOe u 2
R
(* D
$3 O SD O M em OOOO g O O, O O g g M
nea ti e g 6 Ce g e*
u
& E E.e o E O.
p e e
p es e
%g 4
% O gg ee e w4 se e-w 8e O O es
- 4 *= As A.
4as e-E w O se 4 eg sa se O e -
en Sn F 2 43 O g.
g l
I > e* 2.A D
w 33ew-w wsOO gd e
En W
Au E
4* See 4 En h w
p p ggwOe y
moDOO g O. O,O O s
> 2 4D O E e g C.
y k en & en h e
- e.s e=
d.
in O
- e e
& A>
tas 6 O. E eiOOOO g
e O O & en E u
t e=
3 O en
- sa w O su E taa nas O D
e E
e.
e O #9 og e > 64 ts# D > ** **
46 s M e pg H
> eS g w >
m O E em E* O 4s8 u>D en R2 dK w
aaf tal an# C e.#
$J sn O E g > 4.6 O 3 O e***
- 2 D, **
M p e > ee O
aOOOO
' M M.A g
.J 0 2 e se== g tea g ses et a6 e e. es e
46 spg O O O O
- 4 > },3
,a 6.A W u W 4# 4 * $1 esJ D 3 R g b
to OOOOO gg w > > g en et g O q E ee **
en g gas > e e e e
&* u 2 O w E
4 En D e 4 4 0 46 se las K
4es D *= tie tas & D D
W D % e ed e E tse esp
> > > M.3 E se O s O eg e ge
- J > ** 3 an# esa tsA ass ind W end
.J ts# a= g g g eJ en end E ta#
g D 4 4 E. a6 0
eJ em M we O f.e 8=
a u p p p g, se g a k Sn. m# D.3
==
w g es g3 p f pg g 4 m en > d O d6O O ten K GD u 4. g an b g eJ E
O u # t o e ** >
D 46 >O O k Go 4
mOOOO dC D ED*
> fr g du d6 4 3 F F R R ang 3 g O. O O O am O 4 g >
2
.JDDMM En O O O O O > 0 ED e
e D en E6 tai ine 86.*e4*********J**
w
%OOO O es. E ene4
- =
O te e.-a te o
en D
- s = u n, e > > e- > > J >E u. u. u. u. u. O u.
w o
02 3
n. F5* heO.MM go 4 m ** *~ esa O
w s w s.s > O z s
K-.-Oe-Be O O g O GC D E g g & et g Ce g Dr-e-
.J e, R., E 1
O a a m e an u & 4 em 46 86 46 k. e 4.
O le LD D
9"J 1 u.E Sn M a
BD 4e# D #4 2O h
.Dw-k l
eus O
& E < a.-
p g
t,a.e K 46* O m t6 4.J e'et. t. 2.u.
.t, asJ E 2 d6 MO 4
W D
hODD 6
Ss u-O.e.e n o n 3
2 P
e ENTECH ENGINEERING, INCp Foge B,4-3 P101-EC3
-1
I I
M M
and I
W E
M O M M se O
O OODOO O
2 e*
6 3 0 las W &af W W LaJ g
6% M ED N >
tm M
O t o M M **
M e e e e
I e e M L1 ee M se kO W
W 2
Ca MOMMm O
L1 M e F1 f4 f4 81 M M e to te e
- 9 t1 M M
S O
OOOOO O
OOOOO O
O 0 0 f) O O
OO00O O
dra 4
- a e 8
+
e e 4 e e e
e e
- 6 e
- # # # 5 i
M GaJ W isJ laf W 4af La# lad asJ La# laJ Lad tsJ La# 6a# taJ &aJ ed laf tai Las laJ W
&aa I
se led O ti e ID te e
se > > w 61 4D e e es e e
e w =0 O 90 C
e e a e e a
e e e e e
e e o e tw de F9 er Li CD **
ED L1 e h Fs g e
a e e a e e
Ce ed M O
- L1 O to 414164 >e 41 ee te se e se it f4 79 te 31 f4 44 e
4 2
g ee E 4 e se en M w $4 en W 3
d I
K O
Ce OOODO O
ODOOO O
OOCOO O
se OOOOO O
OOOO O O
OODOO O
U C
+ee ++
e e ee e o me
+++e+
W ts taf nas saf 0 J 4es tas taa nas W W ase las tal ea# W &n# 6s8 taj M
OOOOO O
OOOOO O
OO00O O
O O
DOOOO O
O. O. O. 0 0 O. O. O. O O e e e e e e
2 e
e e
e G
e
.a I
k i
e fd # li e f4 g fe M 4 e F4 11 M T 4 41 M
OOOOO O
O00L O O
OO000 O
=a e 4 8 4 e 4
e e e e 4 4
e 6 i e #
eJ W LaJ &ak tal &na laJ taJ Las and Le# Laf es#
W LaJ Lal W lsJ
&al i I e
41 M N O t d O
O M 4 4 to to P4 ts *
- 4r f = > $1. f.4 9 99 l
79 CD 84 E4 >e O
h 70 er 61 f4 4
> ED > 8 4 h e
to t o 8 4 > n to M 84 fi se eB M
e.
e O
e e e e e e e e e e
rOM l
I f.C >
M O M e P4 O
O O O Li M M
OOO44 O
OOOOO O
O O. +O O O to 4 OOOOO O
e e I
a> + + e #
3 O
s+e e e e
Ca 2 2
tai tal La8 Lak 4aJ taJ Lad laJ 4sf naf Lal is#
La# &af Let taf Lal laj niJ H D
er 41 O h O is OOOh
- O O O O #19 M
ED OOO4h ED D 4 ** J ee 4D. ED. C. h.
o O O ED. C.
e e e e e e e
H ee h E e # tai tal f s se e E 410 - **
M P1 fi hM M
D U to a te and D E 4dOw l
ye Mu tas 4 L1 O e e f4 to ti O F1 e M F4 4 O e 61 M M
g j
MD OOOCO O
OCOOO O
OOC 00 O
O W
e
- e e e a
e + a e e a
e
- 4 s e e
Ca 2
&as til 4d ts# LaJ taJ 4af naJ tse W nd taJ
&af naa &ni W Laf ta8 Ce f 4 O M GD t=
GD
- 4 O se h 11 O
is O O O f4 er I
O O CD C L1 4
eD O 4 h ee (4
4 O CD M ee O
e e e e
36 e e e e e e
e e e e o e
ti et f4 es ee p
99404 84
- 4 te se >
ee i
w M e M #4 F4 OMM9 to to
&i # # 44 M 99 I
M OOODO O
OOOOO O
OOOOO O
W e # 4 4 e e
a e e a e 4
e 6 a e e t
taJ tsJ &as Lal Laf La#
Ld 4ad W 441 W &aJ
&af id La.J La8 las LaJ to 4
- O ED O
OeO4>
b
- 1 4 h O 94 et '
og 90 te f4 0 4 ee M
- e of O li Os CD. eie ED. t.o > 9 4 e e e e
e e e e a e
f 4 M n se is h
CD se M M to 99 ee se M is M e
I O O e e f4 f4 O O M e f4 fe O O e 41 M M
OOO00 O
O00OO O
OOC 00 O
lad
- 8 6 6
+
- t 6 4 e
ak
- 6 6 0 4
2 SaJ Ld tal tal LaJ tal esJ &al anj &nd Lee sat tai hof saf Lea laJ laf O
O O O O P9 P4 O O M O Ps to O O ED ED M M
I dra O O CD & $1 9
O O14fi>
ee ooh >W 9
e e e e e e
e e e e e e
e e a e.
es f= M Di se f 4 **
f4
- e te f4 to I
M 3=
4 4
taf 4
M C
3 3
8 3
W 3
1 Z
dra g
e.s 2
C p.
dira taJ g
g q
C
(
2 k
k ans k
b gi,.
E 2
O W
I
=e M
O M
Sec E
O M
862 O 2 M to O
- 2 O 2 In to O
>202MM O
k' 2 O 2 GA M O
EUNUU tm
- E U N U U k
E4NUU tm
> EUNOU k
4 0
4 D
3 2
J eJ
.A nd
.J
=#
E DgOOeh 4
4 e O M er h 4
ft w O ti 9 h 4
k w O M e fs 4
0 o e e M F4 2 61 -D 9 99 f4 o=
0 n as 9 6 s Pt 4 h1 eDeMM o-4 46 O
2 ee se o
e-se==
0 taJ ee se O
k O
k f4
=4 I
ENTECN ENGINEERING, INC.
Page B.4-4 P101-EC3
M sd had P
LaJ O
O O
E e.
W W
fe en F1 e
ce k
O end U
2 C.
ApMeM M
N
- er 44 9 M
O O
4 O
OOOOO O
OOODO O
O O
o.
me e e e e e e
e e e e t
&af LaJ Laa laJ nai taJ
&aJ taA &a# La# W hk lof W
Gn.
e taf
> 0 e te f e O
- e 4 4 m 4 0
47 41 W is 0 00 *
- s to a
O e e e e *
=
- e e *
- f4 Ga J
$4 84 no 4 P't iee se M M es h we so 4
2 es a 6 4 se 4 to 3
4 O.
00000 O
00000 O
O O
O e
OO00O O
OOO00 O
O O
- + **
- U O
+ ++= *
- lad 4't 68 W W W W
468 la8 6as 4C tad W 4ed led ens W
m 00000 O
OOODO O
O 4
OPODO O
O ee E
O O O O O.
O.
e e e e e e e e e
a e
e.
ed k
ee 4eM4e M
e M ar h 11 M
=e O
OOOOO O
OOOCO O
O O
eJ e e e e 9 0
4 8 e 0 0 0
e es laJ LaJ hal LaJ W Lui EsJ &aa LaJ W laj La#
1s#
Laf 4
e e > 4 fe e
is O 64 ore==
0 4D
- e O > > W to 40 f 4 E 4 ts Of4 O
fe f4 O
e e e e e a
f 4 P4 ts er to e
==
es e e e e e e
e e
(4 4 f 4 M **
M EOM ss >
O O O ti M fi OOO4w W
O O
k 48 OOOOO O
OOO00 O
O O
3 O
+ ++ e e t
- ++ e o e
+
+
Cs E I
lad LeJ laJ 4af Las LaJ 4a8 LaJ laJ LaJ LaJ W
had tal tak **
3 OOOM>
O O O tw EP
- e 40
- t D 4 ** eJ O O O se O ee O O O w 54 ti to O
> wkE e e ef 4==
en g4 es en e.
M e o e
e e e e e e
o eJ Lee W
D U M (E Ca ens D E
/
4 mow tn N W4 h O F4 44 M M
NOw4w M
f4 O
to D OOOOO O
OOO00 O
O O
O W
e at e e a e
e+ 4 6 e e
t
+
&a E
laJ La# ba8 4n) baJ haf Gad W Lal laJ laJ laf taJ 46)
C to O 6 (s fs se o O f 4 41 h f4 O
e ee E
e e e e e e
e e o e a to 30 g4 O O se g f4 84 4 e O f e er 30 e
e e
f4 ft 4 99 4
te e fs M se e
es to 64 M W M f4 A
- M 41 M M
e.
O dC OOOOO O
O0000 O
O O
laa 4 9 e t 6 e
4 6 e e e e
e
+
- P tae tai ta# LaJ Set tal inf LaJ Laf Laf LeJ tal Red aaf we ef4W GO 4
O O f4 O 4 4
44
=J hhh>4 er w fs to si. se 4)
M.
e e
(4 4 #9 e se >e e
o e e e e e h ee es f 4 es te se se ee O O M ti M M
OO9 4e M
f4 O
OODOO O
OOODO O
O O
Lof
++ 6 4 6 e
- + t t t 4
9
+
E taJ tsJ &al &af Led tea tai laf had tal and 4as had he#
D 0 O b ee n M
OO4hM M
O O
- e O O # F4 O 4
O O S 4 F4 f4 O
(4 e e o e e e
e o e e e e
e e
se B is e
F1 & W ee 4
4 3
3 M
en ini E
E E
E oJ E e-
- =
> *- O O 4
4 4
4 E ss W k
k k
k3h E 4 E
et ab
=J O baf eJ W 2 O E m en O
E O E m in O
J eJ E en k Las eJEUNUU k
EUNUU k
4 S ee O M
4 OQOD 3
E
.J ed
=J eJ D E sn E
g O M # #s 4
k 9 O ti * #s 4
4 4eJ > DO 3 n 4 alin M P,S 4 n 4 4 p1 M e-e-
>UOOk
- =
O se e O
4a8 O
O O E O de ps 4
k AJ e-E
> > me & O ed e
ENTECH ENGINEERING, INC.
P101-EC3 Page B.4-5
- ~ - - - - -
A m
'a
/. 6,
]
' 1 1l i
6.
taf b
e Y
99 O M #9 ee O
O OO90O O
2 ee e i e e's '
&st 4af talloh ha#
4eJ M
A1 fi E0 e &
f*
1 O 8 4 M. ti. ee.
l re en e.
e n - n n.= -
i 46 1
O
'i
)
ga)
' O ti 09 e 99 f4. f4 64 M P9 9 #4 F' 4 4 e er 44 M M
u 4
O
,oODOO O
DOODO O
ODOOO O
OODOO O
2 Cs M O M M se e
e e e e 6 0-
.e e e e e 4
Se e* ea e e
e e e 6 e ' $a$
Ind enf 4a8 bbJ Saj laf '
Oa0 lal Sej bef $48 la$
14 enf tal EnI $af Gaf lad jad b8 beJ &aj W ee -
Bad O 41 e to 6 4 4
> 61 is 4O ts 79 et 4 > 0 79 h P9 4 sp *P O
Co
.J.
99 O P L1 O f 4
- r we 4 M
f,
- 80 O O - M O O f4 80 0 9
O e e e o e e
e e o e e e
e o e e e s
e e o e e e
i
. 4 3
9 we te e es se e 4 99 as M g
64 er te e ce - t4 '
' f 4 99 f 4 f 4 ee ' **
3
[
4 g
00O00 O
ODOOO O
- 0OOOO O
OO00 O
- *
- e. 0 O
O 00ODO' O
OOOOO O
a>
l e
' O se
. * * * * * - +
+ +++ + +
las le# W tai taf ' tas laJ 4a# 6J W La#
Gn8 taJ taa tap tae teh ' laa U
OOODO O
OOOOO O
OO OOO O
ta8 -
g 2
O O O D O.
O.
O. O O O O..
O.
.OOOOO O-M e e e e e e
e e a e t
O e-
)
J k
~
w N er 44 e f4
- N M ti e. N O M # Pe 44 M
OOOOO O
- OOOOO O.
OOOOO O
e e e e e
.e e e e e e'
t e e e e e'
8 M
Laf le# 1a8 las taJ Lai lad lei laa laa 848 haJ '
lai $el 4ad lai tal iak s
me * > h **
O' to es O O O f4 41 61 61 ** 41 fe '
.J e O L1 O to ' 54 to 819 ** f1 we f
- O ts f 4., O e
- =s r1 ED f4 te >
CD 64 84 f4 ee a0 f4' f 4 es f4 8*
- te O
~
O go M
O O O 4 er e
W>
f4 O M e f4 O
' O O O er 99 : O
'OO000 O '
..l k of COOOO O
OOOOO 1
e+ e # * *
- e s e
- e e e
02 2
aaf W &as in3 laJ LaJ Las taJ Las taa taA tad end led Gad taf 6a#
tad
. j 3
O Lad &
D se O P OO g
OOOhO ce o O O f 4 41 64 OOOO>
0 0 0 O 61 >
0 2 4 **,J O f
- tia ** * -.f*
- e e e..
e e e e e e
o e o e e e
ee k E se is 0 Fwme 44 es 61
- e
- fs M M
y*
qa6 U in u EW has i
taf Asi D I;
\\
> d O en
\\~
mu M
GL*4 81 O e e f 4 f4 Ei O M er f4 N
es O e O M M
EO D OOO00 O
O00OO O
OOOOO O
O fat ee a a se e
e e e e 6
- 4 ee e e t 6
th 7
laJ &aa 1s3 6aA tal W
&a# tad taf W &aa tal tai tak La# taa LaJ ' taf.
f4
> O O ti e 4 - Li en O #9 O d4 e.
se O O h (4 41 5
F9
- m. O ee > O EF O to. >el's "O
- O F 60 0 e e e.
e;
- e-
- a
- -= *
. e e e
E
- O e $* e9 P9 er M te ce es pg rg es se en e M e M F4 e F9 M erf4 N
81 e M ti M.
M' E.
OOOOO O
O00OO O-
'OOOOO
.O 4 6 e e 6 B
e e e e i e'
e 6-e t e 6
3 taiinf tal Las saa la#
tea taf Enj &aa laf led laf Inf ta) led tal ' led '
taa se > #9 > -e se e is 99 ee 4 6
41 er #OF O
pe
- O =0 # MM O
P4 > es O e F1 O 99 ED 84 >
=0
.e 4 4 e is f 4 >a
.e e e e e e e
o e e o e e
e e e e ee me me 4 e e art me os * *D f 4 M
OO4 M F4 f4 O O M e F4 f4 OO#OM M-COO 90 O
OOOOO O
OO900 O
- e e e t
- 6 0 e 9
- 8 e 8 e
E ts# W is# 6el Lad lad lef taf lei tai tal
&ne taf lef tal W taf la#.
la)
C 00e40 e
O C h
- 44 - is OOFMe we 64
- 0. O. F9 *B. f.4 -
T. -
O. O. *e*O. f
- ED.
O. O. fs. to #1 Se
. e e
84 a fs is
- t'l 99 99 e9 f4 f4 f4 I
M t.
1 e
a las e
e e
' J 2
3
- J 3
. bal '
3
^
g 3
6 3
.J g
4 e,
as lei
(
(
(
4 g
E 46 k
la8 A
A.
4 2
O tal 1
.8 K
O E
6a6 et,
O g
h2OEWm O
- 2 O 2 m en O
> E O 2 to M O
tad E O E m m O 1
E u ed u W In
> E U f4 U U k
EUNDO h
&EUNWU h
O O
l 3
E
.J J
a hae
.0 J
= er D as e e-a h e O n e e, a
i D er O n e e, e
e e O n er e-e
. O O =D *D f4 99 9=
4 0 9 e9 M 91 p.
z.
O O =0 =0 M M k
2 0 4 4 f9 P'n t
9-i e
k O
- e se we O
tas ee O.
2 es e O
6+
q
== e4 0.'
W
.J p
ENTECH ENGINEERING, INC.
P101-EC3
' Page B.4-6 l
ti i
- f
.I
1 gn M
te#
j l
lei,
E O
1
)
O
. '.l O
1 d
,E Ee n
e -
- 9 i
e l
is I
O y
Sd O.
O 1
V hee ee n n
00000'.
x n
- o. 4 M e M M
t 4 e e a e
- $ 4 0 9.
O.
O O
/
4 O
OOOOO O
e
'e
(
ta lad tai M
4as W W 4e# La#
tai taf laa laA lad W 9.l e
- e W-e t e ee m M M
94 m O O *e es D *f
- I4 O
to to Ed eJ f 4 e b $1 E>
>e se ta e e e9 es se ee e a e a e e
a e
.O e e
-e e
e-4 2
se e. M es g4 e 3
l I
f O
O OODOO O
DOODO O
O O
y O
O
'l
+-
O0000. O -
C0000 O.
+
+
.j u
O
- ++++ +
+++++ +
l en
. W W taJ tas tas las W Id iss esa taf 47 taJ tee ans M
C0000' O O
e i
00000 O
G t.-
e e e e e e.
DOODO O--
O ee
' )
E DODOO O
e e e e e
>e e
l
-)
J i.
h f
@ e 89 4
- M
' as M e h 44 M
O
- e OOOOO O
OOO00 O
'O O
',j eis e 4 6 e e 6
e # # # #
e-e
+
tal La7 had tal '
taJ as#
l J.
tak Ani t.a.i W t.aa l.ed h,ad la) i
.40
.9 4
M 40 o-e O
M se M te f t te e. e se (= 0 f 4 79 ee
- 4 f4 e e *
- e a
e e e a e e
e e
43
- se e M e t4 e
en en e 64 -
14 en es E"
gb O O 0 41 M M
OOOde O
O 1
O sn b af OOOOO O
OOOOO O
C O'
i
- e O
. +* e e t
++ + 1 e t
+.
GE 2
tas 4af tal La3 Lad saa ens W tal Lai W tas sad ad tas k 3
O O O fe n >
000064 e
e se 1
O. O O C4 la E4.'
f*
> d om J O O O es84 68 e e e e
4 e
E taf tas.
e e e ee g6 g Ed oa
- e f4 M
e 44 f4 g
i les W 40 W J
tas sad D E
(.
-l t-g O or
~
Sh M tas 4 h as M e 99 te rs o e-4e e
to O
d so ?
OOOOO O
OOODO O
O O
O las
- 8 6 6 4
e
- 8 8 e f
8 f
n E
ani Eni na# ans naa nea las las nas nel 4.1 Las nos ena 1
Ce f=0>e>
0 m O
- 41 M M
i4 99 99 O O O t,
=0 0 O is **
E4 Ek te '
i l
e e e *
- e o
e y
e e e e e e
==
4 6459 e
as me t'l si se n se
. n n e re e4
.eene M
O M
OODOO O
OOODO O
O O
)
ad 6 4 4 6 e e
e e d 8 3 6
+
3 WWWWW W
WWWWW W
W W
e O $4 e em o es 81 f4 O O O O.
- =e
== 09 > e 8 O
4 #9 e ED 84 O
P 99 oJ e e e e
.e e
e e e e e e
e e
se 4 ts 09 se 84 H ee P ** >
(4 es ee O O M e te - te OOe4e e
ee O
OODOO O
OOODO O
O O
lef
- e 4 e 4
- 6 e f 8
e
+
E tef tai led tai had tea tak taf nat taf Id Gal taf lof O
OOPem 84 o o to & de se 79 O
)
O O O ts 40s tw M
M O, O Ge e E4 En e e e e e
e o e s e e
e e
f 4 ** ee F4 $= at b
es an l
4 4
3 3
en de W X
E 2
Z ed E i
HOO-j 4
4 4
(EMW b
b d6 b 3 46 E 4
M et
' J J O 6a3 J kt E O E GA em O E O E M Im O
eJ e8 3 to 46 Las eJ E U N O U la, E W #4 W u e6 4
4 ee Q g
GAA3' 4
J ea 3 E in 3
E e3,
J E
g O 49 e h 4
> e O e e rs 4
4>
(J>DO 3 0 4 4 F9 M M
4 0 4 9 M 99 D-M
- O O O g6 O,e O.
O E.O M M -
O
- * = =
0 tas
- e
.et
.e-OW o
E 6
ENTECH ENGINEERING, INC.
Page D. 4-7 L P101-EC3
44 6at V
Lal E
M O f9 M==
0 0
OODOO O
E e + 1 e a e
ee taf tas nas tai 6sA W
g si 99 Elaet
- b en O t e P"rM *e f1 e e e e e 41 *e Ti O ** **
1 l
bO tas g
g:p P'l O M M se O
p M e g (4 N
giMMq (4 N
4 e er D W Pi u
4 D
OO00O O
DOO00 O
ODOOO O
OOOOO O
p ge.
6 + e e d e
4 e e p s s
e e e e I e
ln W W &nd ta) LeJ W
&at laJ hai W ta#
&af haJ Gal W tnJ Lee La#
tal lad W Laf tad laa eo tap O e1 e e to 4
si te m 4 >
e
&OO> w 4
M #4 O ED M W
eO
- 4 e O h 9%
0% O O n. o.
en (D C > h M.
t.4
. O tm e e e e e e
G
=>
a e e e
e e e e e e e e
g 4
2 g es d e e se e*
9 fe M * *e f4 M > M N **
84 M
- M e* M e*
3 4
W O
C, OOODO O
OOOOO O
OOOOO O
OOOOO O
OOOOO O
OO00O O
ee ce U
C W
sg taJ 4a# aaJ W tal ass and laf tae taf ta8 laf W laa had tal W Le#
OOO00 O
OOOO O O
OO00O O
40 Z
OOO00 O
ODOOO O
OOOOO O
g, e
e e e a e e
e e e
e a e o e *
- eJ
.~ nd, n
.u,4.
n 4. n.a. n.
m OOO00 O
O909O O
OOOOO O
ej e a e e e e
e 6
- e e e
e e e e e e
.)
Saa taJ ts# Lal W Lak Laj 4af '48 8th eat laf W Sa# tal ini laf Lad e
es tua A ti p o
r, *. 4 * *
- 1 eeOMM m
- * > O ee **
O f Fs 4 4 80 ID op 4 O W D
e o e e e e
e o e e e e
e e o e e e
D ce te > 03 er yo se es ce f er
> ge > e (4 EOM gg b M o M v fd O
D00*M M
OO04e er 46 4 00000 O
eOOOO O
OODOO O
3 O
e
- e e e
++e e e e
++ + e e a
Ch 2 2
tad W W &as LaJ ina W LaJ W &as taa Laf 4 s &md tai had Le#
lai W **
D er > M 4 o to OOOeh M
oO O to p er D 4 ** eJ O e* O O t o F4 OOOnO 84 O O O M 91 e0
- =
e e e e e e
gs e o 46 E e * * ** *
- e en > >
to 9 er
.J tnJ W
to 6 4 L1 F4 **
fe es u En k Z taa D E U og O w MK
(
W4 n O e e f4 to as O M e te n
se O e o M M
O>
OOODO O
OOOOO O
OOOOO O
O tas e*
e e a e
e
- e e e e
e+
e e e e
Ca 2
tal tad had ins haA W
W taf Lai an# W tas Lee W Les nas las las Ca f 4 O ts O #s e
to o s e > g a p
pOgf4h e
ee O > O f e M
es O G F4 41 84 O g f4 84 4
e.
e e
e e e e e e e
H M f = P1 M
M eM er H M
f1 ri te we se g
eMW M to
=e e M M 99 te to 44 e e s199 M
M OOODO O
OOOOO O
OODOO O
tas e e e e a e
e e # 4 e e
e e 6 e e e
D W taJ Lad laJ La8 W
Las tal laJ laf ta#
tal W SaJ &aA inf laa inf 4 gD GD f%
M, ts. fs
> hon 9 M
eo A e 84 er e
e L1 er g gp 4
.s se O ti ee n O
O O f 4 e fs e e e e e
e a e e e e
e e ge pg g,e fa# 4f4>e e
we
. en pg ee gg ge,g gy OO9 M es se OOMeN f4 OOepM M
OOODO O
OOOOO O
OODOO O
nap
++ e e e e
+ ab e e e e
++ e e e 4
3 W W LaJ ens taf W
taa and las end las Las tai las W taJ has Ana O
O O h ED 41 e9 O O h M ED t4 OOp44 es Se OOMMO O
O O 9 op Oe 61 O O O 61 O M
e *
- e e e
a e e o e
e e o e e e
t e se **
ee
- 9 e 30 gD te e er e
04 4
4 Sa#
4 EA eg 7
3 J
3 aaf 3
?
Z Z
J 1
4 as p
tas 4
4 4
4 4
2 an, g6 las g6 g
4 E
O tal ed M
O K
Km0 8C O
gg d6 E O 2 in to O
- E O E m en O
> E O E m so O
4a8 E O 2 m et O
E u ed u u 66 hEuNuu 46 EuNuu e6
> E u og u u 46 4
C4 4
G 2
E aJ J
eJ tai eJ sJ Z
D w O 64 e f%
(1 4 e O M w 9%
4 Gr e O ti e h 4
46 e O ti er f%
4 0p44MM k
I p 4 4 F4 M N
On44MM e
4 p 4 es pg M p
4 da en ee O
2
- ee O
ee **
O ene ee se 0
e6 O
e-
- =
- =
E4 e-
.A
- NTECH ENGINEERING, INC.
Page B.4-8 P101-EC3
I I
so ed I' -
W lsJ O
O O
2 na8 en to g
fi I
e go ce le O
ans U
la 2
G k eMg M fe hww4e M
C O
4 O
OO00C O
00OOO O
O O
I ga e e e a e s
e a a ' e 4
+
+
laJ W W W la8 eat W 4** laJ &a8 W W
&ad W
M.
e ges O so w L161 se fe M 4 o O fe 04 M
fe e.6 61OwwM f4 h 4 fee f% (D
- 1 fd Ie o
e e e e e e e e e
e e
q g
g f4 fe ce ee e
en e 4 e es es so we e.e 3
ea I,
4 W
D Ca oODOO O
DOODO O
O O
to me OOOOO O
OOOOO O
O O
O O
- * ++ * *
+*+++ +
tas g
W tas tal tai W tad taJ taf W nas las Laf led W
to O O00O O
OOO OO O
O 4
g, e e e e a O
OOODO O
Oe e
==
2 OO00O e
e e e e e o
I e2 to 4W F14 W M
h er 9 f% 4 M
Pe O
M OOOOO O
DOOOO O
O O
eJ s e e a e e
- 8 s e e e
e
+
I f
W &aJ leiisJ W
&al la3 4aJ W tal lai La#
&al Lad e
to te O 4141 M
f e O se Ow fe 4
f4 gp e
a e e c gD w to e f4 4 O
fe ee my w me >
a e
O dD ee we b ee M
e e a e e a
e e
en n f e f4 *e F4 I
EOM es; >
0 O O Li M M
OOO4e e
O O
46 4 OOOOO O
00OOO O
O O
J O
e * + e e e
at * + e a e
Ca 2 Z
LaJ led laJ nal W LaJ Lak let LaJ sal LaJ laj Led LaA tas >
D O O O tt) 4 se ooO en M L1 Fe Ce on go, E e e a e
O O O O w *r er f4 M
>4a.J O O O O *F e
e e e e e e
o e
I, fee UKOw eJ tas las 4M M
( 4 **
es f4 f1 en p 44 de E haf D L
- =
a en gt has 4 hOMeM F4 hOw4w M
f4 O
84 3 OOCOO O
00ODO O
O O
O lof a+ e e I e
a*
e e e e
t
+
I Ke 2
LaA taf &ni LaA tal had ini Lea lsJ La8 Lad Lah laJ LaJ G
e O w >
=a M
oe O g Oh w
L1 hCD44 h
0 41 84 g
e o e o e o
e e e e e e
e a
g t o os >
os em 44M e=
ID ee I
4 O F4
- f 4 f4 h#M DM M
we O
W OOOOO O
OOODO O
O O
6aa e a B e e e
e e e e e e
6
+
tai taJ LaJ 8 l Lad hsJ
&af tal la) laJ Lad
&nd taf taJ a
M
& ED C h 61 4 h > #1 f e e
to es eJ 4 h i e at D f4 e D O f 4 (4 g
ge e
sy e e e e e e
a e e
e e e
ma sk om n 84 9
4 ae== te se 84 fe ce OOMwf4 f4 OOW in M M
se o
OODOO O
OOOOO O
O O
W
+ + 6 e e e
+e e e a e
s
+
2 and tak tai has taf ta#
las na8 Lal W W tsJ tsa tal I
O O O e M ED are O O ID e f%
O PB C
die OOwMO L1 O O O M 84 f%
M e
e o e e e e
'e e e e e e
e e
e f1 r1 M
e se we we 64 es 4
4 3
3 M
M as l
2 Z
Z ZeJ E HOO 4
4 4
4Z M lad b
de b3h 2 4 W
N ed oJ $9 hel ao W 2 O 2 to M O
E O 2 m to O
J eJ R M $6 naJ e8 E U 84 W W 4
E W 84 O W 66 4
4 ee O g
4 G Ge O D 3
E ed
.8 ed
=J D E en 2
g O O at to 4
k 4 O M e es 4
4 4 => > D O 3 61 4 4 M #4 o-4 614 4 M M
- =
> > U Ca O 46 4
O ee **
O W
- e**
O O
OEO&M sw U
E a=
e=
M on are 43 gas e
ENTECH ENGINEERING, INC.
Page B.4-9 P101-EC3
to d
W e-Lao M O M M.*
O O
OODOO O
e*
4 0 4
.E.
tas las led W te#
ini V
ti M GD 9 &
- s F1 O. f.J M. F1.*
en p.* M 61.*
k O
W g
g:.
M O 99 99 O
$1 M w e M M
OOOOO O
OOOOO O
u O
OO000 O
DOOOO O
OOOOO O
0000O O
gsa
- e e e e
a e a e a e
.*+*. +
+ +a> ++ +
,4 nas W W ts# W
&aJ tai tat taf la8 Ane ts) 4ad lak W taa W lad W taf ta8183 &a3 es8 w0M#4 f=
0 OOOO O
OO OOO O
.M.
O 61 e so (e
.e.
414. h. L.1 f.4 O. O. O. O. O.
O.
O. O. O. O. O.
O.
ens 94 F1, O. >.11 O.
,J O
4 3
9.= d e e
.e
.e Et M
- p 3
4 G
OOODO O
OOOOO O
OO000 O
W O
O.
O. O O O O O.
O O D. O O D.
00000
.+ ++
.* *+ +
p H
at..
gas taA W ane 4.#
tai tal tae taa tad Red tal sa8 tal tai taf W La8 u
O OOODO O
OOOOO O
OO OOO O
W g
O. O. O. O. O.
O.
O. O. O. O. O.
O.
O. O. D. O. O.
O.
y E
g:,
p
.J k
14 M W 4e te OOOOO O
OOOOO O
O OODOO O
O. O O. O O OOOOO O
. ++.
- + +**
- e e e e a e
,,J d
teJ Las ene W W W
W tas tsa taf W
&as W tat la# W tal teJ O O 4.n o e
OOOOO O
OOOOO O
l
=0. >. &. ED. L1 O.
O. O. O. O. O.
O.
O. O. O. O. O.
O.
8 l
M > f4 54.
O
.e COM MOM *M O
OCOOO O
OOOOO O
g Da O O..O O O.
O. O O O. O O.
O k 4 OOOOO O
a>
+
+.
- 3 O
e.4 e e e
C. 2 2
&al tal tai naa W tak tai tas nas taa W LaJ tse las las Las La#
tal ist.=
D D f5 O >
- f4 OOOOO O
OOOOO O
n-M 4
er.
- o. O. O. O. O.
O.
O. O. O. O. O.
O.
.e
- 4 4. (
> >4a.J E.., k z W
46 o in d R taf D =
[
s
&O-g F
i M.
10
, f4 f.
00000 O
00000 O
We O. O O. O O.
O.
O. O. O. O. O.
O. O 0 0 0 O.
O 80 3 e
O W
G 2
tal las led las nol tai taf led taf God led teJ La6 taf taJ W daf Laf 9 O ** #9 >
41 OOOO O O
OOOOO O
41 0 0. C. P.
O.
O. D. O. O. O.
O.
O. O. C. O. O.
O.
S4
.* W ee 54
- M
- M fd te OOOOO O
OOOOO O
O. O.O. O. O.
O.
O O.O O O O..O.D O O O.
O M
W>
taa Lea led Laf tel ta2 Es# &aJ tad lea la#
4e3 led taf Laf ini tal is#
>>ePO F4 O00OO O
O O O O f*
O 61 O. O. O. O. O.
O.
O. O. O. O. O.
O.
54 9. e. w. O.
7 t,.
u n..
OO9 e f4 54 OOOOO O
OOOOO O
O. O. O.
O.
O. O. O O O.
O. O. 0 0 0 O.
00 O
W E
4WWi.W W
W W is. W W W
t W W 46,W W
O O O 6 > 61 e
OOOOO O
OOOOO O
O. O. O. f4. M.
e.
O. O. O. O. O.
O.
O. O. O. O. O.
O.
die M
4 4
hab d
M 4
3 3
.J 3
enf 3
Z Z
h 1
.J 6
4 e-en e-la#
(
(
q 4
g 2
4 4
la#
(s.
k 4
F L3 Las
.J K
O E
ban 6
O gt O
em 3 p g g4 M O
D E O 1 ES M O
ta# E O E M to zu uu.
.- c u ~ u u w ruWou w
>=u~uu
.O
& E O.E. M M 4
E:e 4
u OM,6 u, 0..,sa J
3
&af,
J
.J, O n. fan
.J E. O n..-
3 s
Z 4 61 ao e M.e M
e-0 64 e g M M O n 9 e #.1 M.*
Z a1 e 4 M M.e Ene O
K O
E Q
6 O
4 k
O M
e
.J ENTECH ENGINEERING, INC.
Page B.4-10 P101-EC3
.M M
W Pa W
E O
O O
E W
em h
g M
4A e
es b
O W
U E
G h er M e M to OOODO O
O O
el O
?> O D O O O
OOOOO O
O O
me 8 6 6 8 e e
In ist W W W W W
W W Is8 las W W
&af W
W M t e e== O se OOOOO O
Q e.4
== h $1 O O g
OOOOO O
e's
=*
O e * * = * -
se a*
4 ts e >== w I
3 I
4 WD OOOOO O
000OO O
O O
ee OO00O O
OOODO O
O O
U O
+++++ +
+++++ +
+
+
W u
WWWWW W
W W W tasW W
tse W
En OOOOO O
OOOOO O
O e9 O
O K
O O O O. O.
O.
O. O O D O e
e e
e e e e e o l
c l
e b
4
- F4 e
- F4 OOOOO O
f4 O
I OO00C C
00O00 O
O O
.J e e e e e e
+++ ++ +
e
+
I e
e L1 O f 4 0
=
WWWWW W
W W
i
.J ta! W W W W e.n#
000 00 0
41 es is h to CD ED OOOOO O
80 es C
e o e e.
e e e e e e e
e e
ee w ee F4 en en E4 en E0 49 E>
0OOwM M
COODO O
O O
k 4 OODOO O
DOODO O
O O
3 O
+++e e
e
+++ ++ +
+
+
01 E
WWWWW W
W ta# W W W W
W W
We D
COO @ t) e OOO00 O
to CD 41 O
- F.
E en da. E e e e e a e
O O O. O O k > et
- J GOOOf4 M
o e e
e 4 W W
ee 4 4
ee (4
h O (9 og 2 taf D K
- K O.ew e
en M W4 h O f4 e f 4 f4 OOOOO O
e4 O
eA > >
OODOO O
000OO O
O O
O W
- + e 8 4 e
er + * + * +
0
+
L E
W W W W ass W
W ens W W W he tad W
G hoOGe h
OOOOO O
M ee d> 0 0 6161 41 OOOOO O
9 d4 x
e e o
e e e e e e
o e
4 es d e==
to e
==
@
- F4 M F4 f4 OOOOO O
=*
O M
OODOO O
000OO O
O O
W e e e e e e
+++++
ek 3
+
W &aa la8 laJ &aJ W
lal tal Ls8 laJ W La#
led Gad
>e er O h O @
OOOOO O
M F4 ed ee O O O is
>e 00OOO O
t1 ti e e e e e o e e e e o
e e
M to f 4
- H h
==
ee 40OMT F4 F4 OOOOO O
ee O
0 O
O O
+.0 0 0 0 OOOOO O
ee e
g
+
la#
++ e e e 4
E lof W Inf W had Saf an# W tal W has 4ad W
tsJ O
O O M A F4 h
OOOOO O
O ED O
te O O O. M. >e H
O O. O. O. O f,4 ele e
e e
e e
e 4Me 41 es ee 4
4 3
3 8A in laA EL I
Z EJE WOO 4
4 4
4ZEW k
k (s.
L34 E 4
.eJ O W eJ J E
N eJ
.J E to k 4 V E O E en 84 O
E O E en (A O
.J eJ E W P4 u U b
E U to u u b
4 4 ** O (c
4 OEOD 3
E J
eJ A
eJ D E en E
e O 41
- b 4
h er 0 D
- A 4
4 4 =J > 3 O 3 %) 94MM 4M49MM t.
> u & O g, et O
- * =
- O W
- ee O
O O E O is at k
U E
> > es db O W ENTECH ENGINEERING, INC.
Page B.4-11 P101-EC3
r B.5 ATMODOS - Unplowed-Land Dose Conversion Factors for Radi ol osti cal Impact Assessment The Tape 5 inputs to ATMODOS for these cases are identical to the one shown in Attachment B.3, the only exception being the isotopic intensities in File 2.
In the current computer runs, each isotope was assumed to have an annual release rate which would yield an accumulated intensity of 1 pCi at the end of one year (uniformly spread over 2 acres of unplowed land).
l l
l l
ENTECH ENGINEERING, INC.
Page B 5-1 P101-EC3
L Be5.1 Impact due to 1 uCi of Mn 54 mameesp eop p e MMMMMOM e
U W
WWWWWEW e
nnMO e
4 u
0 0
00 m
e e
W e
E
,,i n D
p M
MOOOOOOO e
w WWWW e
M a==
t u m WM W O. O O. O. O. O De a
M e
-MMN O
E JW Ma i e UO O
64 ONOO4 OO m
a * *
- ggEE D
4&
W S4 4D
- WWE a
WNN%
Mg W
e4 m
N96 m
a a
eUUm E
M M
WM H
W f4 m
e WWWw JEDW 4
G MMDM e
EMM We 4
JOWO W
W D
D 0000 m
=w w
EO 3
4MDWKJ g
e A
s a e s a
De Z
DJw WOOOOOOOOO m
WWWW m
eee M
AGO mE Wh0000DOOO a
W wmMm a
O00 M S 4
EJWWE D * * * * *****
J H**U e
O s e 6 4
6 34&k 004 O
m D
- e a e 43 WWW f4 OZO4344 M
- #4 M
e 3
me>h e
MMe 8 m 4
&1>WOOW 4
fe w h a
3 m
G 4 4 f4 O
umMJumE k
G e
a J
- e E
- e M n ti ti a
m O
0000 m
k e,a 40 e
m 9 0 0 9 m
e O
WWWW e
ag g a E s ADOOOOOO M
M W # # #
O WOOOOOOO m
MODO O
y e o e e e e e e
K a
Uk W
We ONOS4 04 mE hhhh a
DJ KM
- 94 4
m40 m
W 4W JM It h
a W CW m
m W
f4 W E E
- TO m
l W
J 3m u
E WE E
W Om M
0000 4
e J
8 8 8 4 m
i EE W
MM
[
ng n4 e
mEE J
WWWW e
e->
l e 4WOOOOOOOOO mUO e
An*O e
UMOOJ O&N000000H0 e4 D M
894 4 m
Wms%W
>M OD e e *
- e e e e
- aW D
- *
- e e
MAMME DW OW4 4
m M
mmmb e
M g g4 mO>
a e
4 f4 h
se > #
E a
k W
e 3
WW TW O e
p &E Cg0000 m
aWM EZ e 6 6 e a
mM 4 DwWWWW m
AWL J
09mm o
AO060000 m2 OmO4 m
WOOOOOOO W H J e * * *
- M e e o e e e e eJJ mmet u
O f4 O S 4 OO e Li 4 m
Mk wwe en m&
m E
JM f4 h
m a
E MOMM e
4 m
W V4 mWO C000 k
E eMg W
e a e t Eh mOk 2
WWWW m
O 3
mG G
Mnem a
OWOOOOOOOOO e
=
4mh0 m
U
- UEhoOOOOOOO m
E e o e e a
D MUW D e e *
- e e e *
- e
- mpph a
Owg b
Og4 O
m a
e GM M
wwe p
e e
/
O>0 4
54 f%
e W 99O se EUG k
m E
0000 m
kWP e
W e s e e e
e 3
WWWW e
4Ja W
p se to D. e se a
a J
m f4 M b a
E 400
>OO 000 O
e e * *
- W kOO COO O
m ammh e
& "E E O
4 e e e e e e
a m
DO M W g4 0 4
w m
e MM WJ W
4 f4 ce ODOM e
b 4 J
f4 h
a W
C000 m
W m
E
- e 6 *
- W 4
m O
WWWW e
W E
a w *we e
- n. a.) n o a
V O
W es E
M OGOO 000 O
m
. e e e
4 k
WWOO 000 O
a hhhh a
e e e e
y a
4 Dg
- e 4
O
=
mamammespam#
J 0840 D
w 4
O U
M f4 h
9 O
E J
L O
O
- ODOC 4
m kOOOO U
> > e o e e 4
%C000 M
9 J
MOOOO M
ammmama EE 4
sOOhe Z
NNMMMMF WW W
X EmeMa M
M t 9 KWKW4 GG m
E w
W EEZZZZG E&
8 ee E
2
%%ww wws 44 Omu U
MGM M
OO O
GOOM 0000 GW4 MW M
W M6 &
EOOOO N
OOK O
ww w
KEE
- EO
> > e e e =
4Me&
W D
%k 4
NOpa "C M k"M O4m M
E W
Omee EDM EJ D
MER CO E
gm W
GU W
W4D3 Rww kWemh W
E skOO M
A K
D D
EK WO4 aO000 k M & "& &
40 W
J H2OC E9W O
M EOOOO GE m
3 m
A MO
=*
p.
J P e e *
- D E
4 OO GME U
=
NOOOO POKWD M
M W
O kEWWO 3
4 E
m*OMM ORkGO W
>>M ek WDDw m
g JMgMM m
M E Uk3 M
EZ eK w
"kMJ Da WWWGODG J
6 W
m e4kW J
QMOKEDW W>4>m O
e
- OOOO J4DW U
W 4
premmgwgwek>>J 4
gegDOOO WD3Eg D
M O
kW
>>464go4 Emm M
4W> e e e e GUIDW E
SM G k&W 3
WDkW Wm3 D
WD%g fa e MJk "1 WWW EWW
>>>MJKmp J
C 4 T f4 D4444 m
Jme JWmKEgJ M
WEW g
GUkCM WE9 (UMDDWmk44kJD w
E0 ED
- g4 MMk40kOOWEJ
>KJ K
O Um DkkOOkD 4
- O000
&O4&W 2
WEEkk4 EEEEEWE EDOOO OkRW4 JDONM MOOOOOMO O
d e
- e
- OE 3
DMkWWAJMMmmWDn W
NOOO 4Mm>W O
T U
M De>>>>>Je p-EMen O N M f4 JJHOE J
W M
W wJEJh&EUUUUUOU DWu e
J Q
J gm4mOJm 4444 CM4 OG&&
O M
ODECECENEMEEBK k
WOGEC k
J E
4 (MFMug4Lkkg hth k
SE KE44%
U E
e W
JEJ4 W
D O
DWuh 1
E O
4 D
AWEkkMOJw U S
&WZE E4 D
kkkkkkOkkkk kEk Cepm ENTECH ENGINEERING, INC.
Page B.S.1=1 P101mEC3 m
Be5.2 Impact due to 1 uCi of Co 60 eneemeeeeaeae G
gnsngnto w O m fd i W
Lal had taJ W tad E W D
it e
OOOO es a u tas es E
4 e e e a
y fe WD se in GOOOOOOO w
taf W taJ taJ es aaa u
in tas en bOOOOOOO es M
OOOO pg M F4 gg 2
s nas k
e e a e e e e se en 4 se 4 4 e
en e e a DZ O
A ed Of4OO4 OO es e
gg g E E O
y 4 A.
e eD 4 40 es fe f4 N f4 tas % % %
en W ta; e-4 M
fe e te se es es e= u o se O
in E
W >=
W fe to O' O' O' O' tas enf W w Ca se 4EOW 4
O
- e E en m saf 4
.s O W D W
tas e
O es w mew E 8 3
66 ** D ans W J E
6-e e e I D
2
> >.J a=
lad O O O O O O O O O to W las taf Las e
W 4 P9 41 M eee er. te G 4 glb ee E uhOOOOOOpC*
e eJ 79 g 4N ee OOO in **
4 E J LaJ > E D e e * * * * *
- O f e e 4O 86 D4g6 e-OO4 O
en O
WWW OZ04 344 m
we4 n
3 Id N f8 fe MMw 4O 4
& 2 > tal O O taf 4
eeb 3
G 4 4 f4 O *e in d u O E 86 2
- e a
E d e
- T g
g,e.e, es G
OOOO 4
g es
- s e e e de pe g6 se O
tai tai tal W es aeee Ees,
C.OOOOOOO ee
- s*==
ee fe te fe F4 tas O O.O. O O O Oe se e e e e se ge e g e e e O
W til les **
O f4 0 e 4 04
- E N f4 I4 N 02 at e-e er 4 4
es 4 G u
g an eJ In H
h e4 ee O tal
. es
- e 3
(4 es g 2 994#
taf s
3 u
(6 W g E
es O **
M OOOO En ei e e 0 e sc 3 tal m
u4 Ce 4 en eZE eJ taf Laf W tas
> e taf 4 Las O O O O O O O O O es u O e
er M er w e
umOOJ g
O ft bOOOOOOOO m4W
- O H O fe e
taf ** % % taf Mu OD es las O
en G M M d; D4
>= *094 4
M 99 M f'l f4 to er e 4 mO>
a I
4 re b
es e= 4 E
1 k
e e
a We===
a eGz CuoOOO
=
e taf e EE e e e e D w W Laf en,d taf
- M4 eJ et b4 6e en et W d6 GOOOOOOO es D
- e O M gm es taJ O O O O O O O
- ** J
- *
- e es M
e a e e e e e o eJ e)
M M M fe e
O f 4 O da 4 OO es W 4 es W>
et g 4 4 41
- Ga E
.,J (n f4 e.
se et E
W eW W 46 e*
SD f4 es taf O F
OOOO M
4 k
E em&
tef 4 e e I w
- D e6 E
laf Laf tap W es Eh
- se em.e de
.Ce O
3 ee Ce (4 F4 f e f4 m
OWOOOOOOOOO e
U
- es W
es 3
y as N O O O. O O O n O
' N f 4 N 84 m
D e e e e e e ce M u tah O ** W O tc 4 O
- e e
48 Ce M in g er eg n
to de O > (1 4
se b
es e er e g a
E U ED A
(D es (C
OOOO
> taf &
=
W e e e e en 1
te D
taf enf Laf tai et 4 J *e tai es
>e so e g te es se E
e8 eJ f4 M M f4 es 4uu
>OO OOO O
e es M ** Lal La. OO OOO O
et N f4 t4 N N
O E are 4 e e e e e e
e se OO M taf N O 4
e e
se M>
W eJ e
4 se to e
d* 9e 46 k4 eJ
- 4 h
et taA OOOO m
8=
S es E
e e e e e
Laf 4
ee O
48# taf Laf tal se taf E
e*
e era
- *e se se es se g g t.e ge es W
D tal e
E OGOO OOO O
e e e e
4 3g e o OOO O
es N I4 f4 H M
4 tas taf O O e e a e
es e
eJ O fe O 4
O
- e se se # es W to es to e e e a D
e-w 4
9 O
U M
84 Ps W
O E
f G
we O
O aOOOO E O O. O. O 4
> e e
u
- e 4
%OOOO M
9 eJ MOOOO
- e a a a es a sua EZ 4
I ooh e Z
f4 Fe En 44 m an >
en# taf 4
Z E W e M es en t-e eggggg O Ce 2
w ME f
we E E 1 1 % Z. G laJ u ** Co M OO w w e %
4 4 O em u E
2
%%w O
O O O P9 aOOOO C= W 4 xg E
tal n e de E O O O O.
&E2 eEO
> e e e M
OOE G
or w w
- 4 e* M dia Lee D *e se
%k 4
% O n se G *e O 4 e.
en g
g,#
D.e g,
E 3 e* Z.A D
se 2 2 OO E
ww W
Gu taf asf 4 3 3 8 w *e en 86 tal 4 en h W
E g g6 O O oft 8m M E ** h D
D E E taf O 4 is esO O O O 4O OD taf k
ed
>EOOE4E O
M NOOOO Ca E se 3
- e g6 en O
- e J
> e e *
- O En
- D is:
4 OOOpE u
en NOOOO P O 8d W D M
W D
k 2 W tas O D
4 E
- ** O M M O E h Ca O tas
> > so e>
W>>**
- =
nu
.J pg er M n
- eg
- E C.
U pe 3 m
EE g er.
w
- > en J D **
tettaltafG O 3 O eJ sr Laf
- 4
> U eJ CemOEEDW W > 4 > **
O aeoeO
,A 4 3 tal u
taf 4
O E > *e se dg tas E taf as k > e= eJ 4
e6 OEOOOO 688 D 3 E Ed D en O
as tat
> e= 4 k 4 W O 4 E ** **
en 4 enf > e e e e Cau 2 O W E
4 in e du Ca ta7 las D > tas las as D D
tal D % e f4 4
- eJ 6- ** 3 W ane nas E la# taf
> > > En J E *= 0
.J G 4 e (4 D44Gk me e,3 e= h a Laf ** 4C K E J en e taf E tai as O U 66 4 en W if O 4 o > D D taf we k 4 k k eJ D e-e wq m en to 4 O E6 O O esi K eJ WD kD
&" O O 0 0
>&J K
O U 88 Db>OOkQ 4
$s O 4 & >
E
> g K d6 i 4 E E E E E tas 2 OOOO.
gn O O O O. w 3 *e O e-O O
O k E taf 4 eJDDM M e e e s se me ** e Laf
%OOO O2 3
D en g6 W W (6 4 en me *= W D
O u sn D4 De>>>e.,,,e>
ONMN W
4 W
E s
,6 C.EuuuuuOu Endo s.s
- s 4
- O s== 4 4 4 4 4 an 4 ss>O2 D nas we sa e.#
gr e w
O G* G C*
O M
eh OOGCDMCEK(CMMEGio $d C. e*
tas O G E O 66 eJ O
4 4 m > p u Z 4 h k 46hk4k E
E E 4 4 **
u u taf JEJ4 laf D
K O b W en k X
E h
4 D
& tal E k k In O eJ ** u 4
Ce taf E E fe D
> (6 * * > e- > O 46 h 46 k k 2 46 4 e-u es ENTECH ENGINEERING, INC.
P101-EC3 Page B.S.2-1
Be5.3 Impact due to 1 uCi of Zn 65
...ee........
.A in.n.n. O.,
es e
taf &nd saf end has 2 ta f e is W
es 44 O 41 O es 3
g de OOOO e
gO W
es 2
6 e e i en U
ge tal O en m
GOOOOOOO tai sa# eaf W ee e ea O
to W in WOOOOOOO M
WW 2
8 ens W * * ** * *
- es 80 ** ***
- en'a M M to OteOO4 OO ab d.
e e e DZ O
4 ft w ID *O
=0 0 ee O O O li e
ggEg O
U W%%%
en w W
>4 en te e e*
ee 88 e-U U ee O
in 2
WP k
dD 8e se is O
MMMM laf W sad w 4 2 O ted 4
m O
OOOO e
E en tp tas 4
eJ O nas O W
taA K
Es e e e e
- p. D nas K.J.
ta# O O O O O O O C, O is lef eaf les tad www E 9 3
ga, og
>*J.
3 g
ewg an te
- g. 4 G
- g Wsm O O O O O O O U m
&af W9 fe eD w
J P= 4 ** *
- e.a.
OOO sn *.
4 2 *J W > E D *
- O e
0 e * *
- es Oe e e 4O d6 3 4 & la, O O se O204344 en e to en O
e 2
- fe O #9 e
las W W si ei e eO as g I > ess O O W 4
fe 4 >
3 G
ep 4 t e O m in.e U O E 66 SD to de ti li O O
,e e e g g e
O OOOO s
er e 4
es se e a 3 e es g,
p-g, O
W W I'# L'#
d J 4 4 2
GOOOOOOO e
M 00OO e
OG aatO O O O O O O fe fe Fe te so Us g e e e e e e e a
1 e
O, w
O se 0 eD 4 O =0
- 2 00DD es 6,p c2 M>
ur
- 4
- D se 4 ss' e
88 OW led 4M
- J M fe b
- e og ED fe
- EE MMMM W
w s 3
em OOOO es U
g6 g,,
a E
en O e=.
er eJ s e s e se gg 3 gag gn e2E of
&nd W Inf W W
en og g;
E.
4 andO O O O O O O O O eUO 6
OOm>
e e e ans O M f* O O O O O O O O es 4 U
- fe es U gn 5 O e,J QD e e e e e e e e
- es tal O
g gas o N N es
>U e-O e se up en es in te f e ** 4 e
en O M sq g;.
- p 4 an e w *e eO>
a se 4
fe h
ee p-4 E
d6 80 3
tad ti ti 19 li
= Gz SwCOOO
=
1
. WM 2E e e e e o
l eg4 3 w tal as# &al les e
es nas g6 eJ g t e t1 f e ce GOOOOOOO
- D fe ** O t te8O O O O O O O de ** J
& * * *
- e e e se.3 eJ Ps 40 l'm 4 m
O f e O (D =0 OO W tas 4 M e-er er 50 ao O ce G 2
- J in ie P%
ee 2
MMMM (D
re
& WD 00OO es 4
d6
=
mmE W
l e e e de ee O 66 2
W ens not eaa as E 8, O
3 es G Ce ti O P 84 O napO C O O O O O O O ee
> 0 4 se 4 ee U *>
U & t O O O O O O 11 O M
MOW D e e e e e e e e e se e te M O #9 e
O ED 4 O
es O M'* M in
- 44 0
es e
C O ** O 4
de h
as MMMPt se
[\\
E V (D E6 ED e
K OOOO es ee esa
- e e e e
> enf &
f 3
4e 3
esp is# &al tai es i
4 eJ**
es
- e ED > es e e
N
&nf es J
ts O f a g a
E 4UU
>OO OOO O
- e kOO OOO O
e M 11 ID h W 'E
ta8 4 e e o e e e
es e
O gie OO m naa te O MD e
eie es ce esd J e
- O fe e
M M M.85 m
k 8"I 46 '
J re h
9 8,at OOOO O
dI*
(D es 2
e e a 6 de led 4
ee O
nak W tel lad e
la8 2
s f 4 0 **==
se X
O W
p te e en te es R
OGOO OOO O
ee e
4 W ta8 O O OOO O
es se ** M te es e
e es es 4
3g e e 4 e Ce se se ee a es e as a to se es to e 8
O fe O D
e er 4
e O
U En te is er O
2 J
ED se O
O aOOOO
- e dgOOOC 4
ee
> > e e e e U
4
%000O in 1
J MOOOO en a em a,= a a 23 4
e o O ts er 3
fe N in En En en >
taa laJ T
Z EIDEDf1ee En e a M&&&4 Ce se 2
w ta8 EEZZ32G M&
e 2
2
%%www -%
44OnU U ** G W OO O
O O O P4
- O O O O G &sf 4 gg g
tal Oeg gCOOO g X R.e *ED Da
> e * *
- N O O sg A
ww w
D *e e
% 66 4
g O gg e.
- 4 ** g die W
G *= 0 4 **
en e-E tas O se es er X D = Z eJ D
en 2 2 OO E
E se la8 GU las enf a 3 3 6 w me w
86 W 4 en A tal E
WkOO
- =
m 86 en W ** h og D
D g K l.JO4 is
,=00OO 4O G&
ta8 k
ed
& E O O E *O is O
W EOOOO GE se 3
g6 en O
- =*
- 6-
.A
> e * *
- O en *
> w 4
OOGOE U
,e NOOOO P O N tas >
In me las O
k E W tas O D
4 E
e e we o M #9 O E 46 Ga O 4a8
> > En D- 0=
laf & > ** **
tm
.# M M 99 91 ME G
U>D p
22 d&
w
- >MJ m
D **
tas tal W G O 3 G J
en ene
- 4>u
- J GenOEEDW W > 4 > *e O
emoOOO J G D tal taJ 4
O 2 > ** ** k tap N taf E ts > ta J 4
ta. O E O O O O WD33&
D 4n O
E ke k De 4 46 4 & O 4 E o.e be en is ans s-e
- e e G U Z O tas 2
4 Me d6 se tal Z
tas D 6-tas nas gn D D
W *> % ar te es
- J > ea E taa nel W E taf tas
> > > to
,3 E me O J
O es e te edGeneett eg M en e
Eno E tag tg 4 U 6= 3 3 est J= k 4 66 36 JD D 4 4 G 66 en eJ****
w O U 46 4 en taf K 4 eg C g De gg 4 enen k 4 O k O O talX J
> E.4 E
O U **
e'J ts. k O O 46 G e
- =0oOO E O 4 K **
E
> K dg 86 44 E 2 2 R R taf E EOOOO OkEW4 JDOMM MODOOOk O O
>
- e * *
- =
03 3
D En 46 tal saf 86 J*******=**D**
laa NOOO 4 80 m *- taf O
li U
en D 46. > > > > s k ONMN
.J ** O Z
.A W
=0 nel
- J E J (6 GEUUUUUOU M O *D n O O di O 4W O E is et E g 5 m, 4 K e e 4 ** O J ** 4 4 4 4 4 in w
tea 8a
.A ce
.J K
4*
O G 82 Ce O
- 1 S.
48OeEO k
.A E
4 4 en > en U E 4 h k 46 46 4646 e
O2 KE44>
U N
&na 3 2.A 4 W
D di O
D nas e.e g6 x x 0
4 G W r es
- a.. O J ~
U 4
GWx2 fi
> > f6 >> > > 0 66 46 h 46 6 2 de, 4 > U ou ENTECH ENGINEERING, INC.
P101-EC3 Page B.S.3-1
BeSe4 Impact due to 1 uCi of Cs 134 G
M8n
.MO.
.. e.... ea es. 4...
ce W Le.s W W W 2 end 44 i Lad ut p>>
r ee D
g as OOOO es
- p amp es 2
e e f I es y
g,
=m se tas L ee g<1 EOOOOOOO e
anf taf 44J haf es E
f4 84 8e f a U
in WW int O O O O O O O*
es en ID S S S se g * * ** *
- sa **h M 4 4 e at 2
ed, W OteDO4 OO to m eJ in e I e DE D
gggg C
U
$ er, e
e ID *O 40
- =e****
Wa, %%
4 3 a' ta' e-C O
8 e ** e *
- e 48 8
e= U U em O
8.1 2
W>
f3 t4
+8 G ** >
4 2 O bl 4
46 G
WW W W e6 W la.J LeJ *e E 1; li kne et eJ G is, O hs taJ ee O
OOOO n w E f 3
(6 ee & to M eJ E
Es e i e e an e C6OOOOOO es las led ind tas e
ossO OO OC OO80C L
Z ee
> eJ ee gf es lef
> > ED 4 m
eee so e s e.
O 4 Ca
- E
=.8
'9 I' O Ie e's O
e * * *
- OOO gn ee e
2 J ind > E D e * * * * * * *
- Oe e e
- E O k
D C es ta, e e-O O se O
es e
O 2 O sg 3 C C 44 W ED *C D
ee 2
- 8 O
- f e en# W W
'S Ss 2 ** haf O O tes C
14 T f
- ee 3
?) e1 g f D G
+3 *3 Se C ee 81 e,s O 63 E 4.*
G es es E R s
e e o og ee O
OOOO g
er er se e
e>e
- 4 6 e e
p,,
ee O
esJ tas las naa g g g g g
OG G O O F5 O O O O g
4 4 4 *D en tad O O O O O O O ee MD0M U.J la, b es O G4 O ID 4 e e ee
- e *
- es gg gap g =
e e a O4 e8 I 02 Ek w of eD 4
es G Ce M
es, er 31 et ti (4
ts es ce C laf es 3
en Ei, to es g 2 er g g e se g.3 lap G.,
es O se me OOOO e
- J of Se eJ e e e e e
g3 W
t)
O s.
fC f1 e*
ee IE
.J lai Laf ind led W
e- >
e-9 W 4 esJ O O O O O O O O O eUO 6
4 f*
- ED es U en O O J g
O.E #$ COOOOOpO D 4W 4 4 'O 41 ens se % % W
>u O3 e e e *
- e e e
- 4e taf O
e *
- e es to G :( H re
> es e=
O to 4 4
em es M
- ee e
34 or se 4 ee O >
em es 41 de f
ee e= 4 E
W l
4 (D
es 3
W###
- W 0 Ca 1 Det O O O O e
l es W >
2E e e 8 e ee e EC 4 D w les tad W 4ef es
> f* O O.'4 to es let (6 e4 GOOCOOOO es >
m4ms w
tafC O O O O O O
- ** eJ
- s g e e a e o e e se ei.J v4 te M 14 O d e O ED 3 OO es 4se 4 W
E o=
or *r as e 41 es G w
M
=J 15 (4
f*
ee E
- T*
es 1
ee SS f4 es W D OOOO w
se E
es 44 g Asa e e e e es
!. f s e O 46 2
W ts# eas W es O
3 es G Ce f= 4 O *D U
- O isJ O C C C O O O O O es sw
- F g* O fi e
D U g f 0 0 0 O 0 0 e10 W
g M U tes 3 e e e e o e e e e es
' f*h T 4 M ' es O ee as O JD 4 0
ee es es i.e g to M *e + 3 O
ee es O ** 49 es 84 ts es e M e9
- e E U eD da, G
ee g
O O O. O.
e.n f
e= W.
W i e 4.4==
ee D
esJ ls# ts# W es tak es os ei ib 61 en se
,,J k O 64 $1 ee K
e U
3= 0 0 OOO O
es
- *
- e es
+1 U.* Le#
e6 OOe OOO O
es f% =e ** #
edO "K G et a o e e e
es se OO 8.9 las de O 4
e se w
es ed >
lsJ eJ W
=0 t4 e
e4Me es (4
fs se W
OOOO es
- 4. 4 eJ.
da G
ee 2
e e e a es eJ 4
ee O
esa las W nas se tb 2
e=
Re w w M en se is O
tJ ee Og O pi es M
OGOO OOO O
- e O
4 0 ** p e
4 Lee isJ O O O O O.
e e
es es Dg e o
=0 O
se se. e esesdetoeses esde es el O 34 O D
M 4
9 O
U El 84 tm W
O E
J O
- e O
O aOOOO
- ~
ee gOOOO U
ee
> > e e e e 4
%OOOO 49 5
.J MOOOO em a ** s= sm am =
22
. er Z
K O dE: fi se
<g e O O #= g E
t o $ 4 (A 14 M EA >
tse ned M
t e&W&&4 G se ee 2
w and EgZZZZG Eg i
em 2
t=
2
% % w e, w w%
4gO=y U
M C* g OO O
OOOM
- =0OOO 8.* tes 4 gg g
gas pg g gOOOO 24 OOg O
ww w
KEE *EO ei
> e e e e ni &
4a8 D ** oo
%k
(
% O n ee
- C "O 4 **
Ga En E
taf G ee e0 g X > > I eJ D
en E E OO E
E en les GU lee ta# C 3 3 4w me w
86 ass C to fs ne8 E
g En. O O e=
se em en 4 ** f
- g D
D E g tal O C g
am O O O O 4O C* JP W
ed e=2 OOZE &
O E
EOOOO Jia E es 3
- e E6 en O e=
e,#
> e e e e OM
- g 6
C.s O O n E O
ee NOOOO 8' O g W D 4A en8 O
86 E an8 tas O 3
4 E
ao ee O M M O2kGO W
> 3= sn > e.e ans > > em ee k
JMg P'l t's
- * * ** 2 4:e U e= D M
EZ g g w
- e-M eJ 3 em nasaa#tese O 3 O es as W
- e G > U
=8 G M O E k > taf IsJ > d > **
O amOOOO O E e- *** ** g tal a lei & k e= o= ***d k O g O O O O.
4 eJ 4 3 W U
lof 4
e taf k >= g h a g O e 2 e-gn aW> e e e LJ D 3 2 4d "D
Gn O
D W > %
- to e E > get D e-taf taf C. D
& U T O tes X
4 de e g6 O of
> e= E4 J E se O e,s O 4 e f4
- ed e-M 2 W tea aat E laf enf e
D 4 *E G em
=J *e Ile of nsa to & g g ed M
taf E nea E
4: U 4s. 4 M ned g e*
4 W >* D D taf ** 66 4 to 46 eA D w
gO da D
- g4 min >qOgn,O OlafE J E
O O **
3 66 > O O to G e
- OOOO b &.3 & se E E E E E te gOOOO es O O O O O el 2 gO 2
es g g 66 d6 4 O.8
> a a *
- O k 2 nas 4 es D D H H O
4
%OOO D M dn. tse W k eJ es to ** pe ** 3,,# e=
O1 3
- =
- "f 4# *= > ees u
en D q > > > 6e D.
3 O v4 M te O
e se eJ 2 eJ E n *O M eg me 4 e.Gi. CeE U U U U U O U es 4 > 0 2 es sad M
ens e
O,s os g g 4 q q to eg D tas m e-
.A Ce m
eJ w
O em m.
O O g O g C E g g (E g g s, g O G G. G WDC 2O k
eJ m
et 4ino=mSJ 2 Sk k46h 46 ek e=
02 g E 'E 88 ea U
U Saa eJ E e# 4 laa D
g O
D taf ** tm 1
2 H
- E D
$s taJ E k 6, til O e,3 ee U
4 Cs en# Z Z 61 D
> 46 > > > > 0 46 h k en, 4 2 d6 4 > U **
ENTECH ENGINEERING, INCe P101-EC3 Page B.54 4-1
B.S.5 Impact due to 1 uci of Cs 137 G
mammMOm f4 k W
WWWWW EW HOOH D
g C000 m
l U W
p E
e a e e a
U m
WO w
m GOOOOOOO p
M WWWW 8
=
U We WOOOOOOO M
hhhh e e e
m MMMM W
.MMf4 gg 2
&J Of4004 gEEE O
U 4A k
- 29 9D W% NN me W
k g m
f4 t h m
e kuum o m E
We k
B N
k G
- M WWWw Gm SEDW 4
w o
OOOO a
l wEmm W
4 JOWO E
W
- # 4 8 w w E l 3
km>WMJ E WOOOOOOOOO e
WWWW W
1 3
2 e
DJM eee e fd e-
&4&
== E MNOOOOOOno a
W iden*
C00 mm 4
FJWWE D+
J DOMP O s 4 1 40 6
D4gk OO4 O
m o
O OTO4344 m
- E9 M
MMNF WWW
- e MEkUCOW 4
fe w h 3
MMg to OMmJUDE k
S G
@ @ f.e MMOD J
e.
E g O
0000 k
egm 4
a w
e e a 9 p g D
WWWW W
g g 4 g E
OOC 00000 H
M 4444 OG WOOOOOOD 99' '
UJ a
Z
- e * *
- g e e e e e e e
- 2 DODD n
W O f4 0 9 4 09 W
Wm k
OE gk ewe 4
N 4G W
4m
.e m f4 h
- OW H
S
- 4 M &E MMMM W
J 3
aGw M
0000 U
k W g g
e J
e 4 6 8 gE W
m W ZE J
WWWW Og G4 m
>4WOOOOOOOOO muO e
MGM4 t W Okh000COOMO
- 4U w
Mwf44 UMOOJ g
W=% %W
>U OD * * * * * * * * *
- W G
OS4 4
m M
9490 MGMMG 24 m
ewe
- O>
a 4
f4 9e M M 4 E
S M 'O ' 'O 'O W
h G
3 O
oGE p Wk EE D 0 a e e
M M4 ' DwWWWW N
eWk J
40mM N
AOOOOOOO mb O p e fe WOOOOOOO
- MJ d
u e o e o e o e wJJ mman 6
084054 OO uW4 Ek wwe en mG 2
JM F4 h
=
w E
- 994
=
m (4
M WO C000 w
4 k
E ems W
e a a e m
mob 2
WWWW E fs D
3 M G G
FOMe m
U
- OWOOOOOOOOO w
w OODN w
UMhDOODOOOO M
M
= * * *
- MUW D e e ** e e e e e m
- NMgf4 e
004 O
m m
o Omu GE m
wwe M
M 7
D ** H 4
f4 h
40 WTMW W
f Euw k
e
=
a 00 00
=
=
w e
=
>We D
WWWW W
4d" M
hMee w
W M
J O h f4 W W
E 40U FOO 000 O
e kOO 000 O
phm9 k "E G W
O 4 e e e
e e e
m e
00 M W F4 0 e
e a
e m
Ek WJ e
4 N
W
- #MW k4 J
fe h
a W
C000 m
B e
2 e 6 9 e e
W 4
O WWWW e
W E
e ehMe e
d O
W W
WFMS 9
E M
0000 000 O
e e o e e e
d
>g
- e C00 O
m Mpen a
4 k
WWOO e e =
d aW NM 9NHM 6mN O e
e J
O t4 0 4
O D
k e
4 O
U M
F4 h
9 O
E J
9 m
O O
- OOOO M
EOOOO 4
m k e e e e U
4 NOOOO J
MOOOO M
M m ama mma EE 4
t OOhg 3
f4 fe m m m m >
WW T
Z EGSMm m
0 0 WM KU4 kG m
E w
WM 0
m E E E.E E,E G 440mu W
%%w w%
E E
U "OM M
OO O
OOOM
=O000 GW4 WE E
W H6 k NOOOO g2E ogO b e e e M
00&
G w w w
4 W
DMM
%k 4
NOMm "G w " E &O4m M
k E
W Omew ZJ D
MEE DO E
Mm 2 3 "G U W
W W433 0ww w
kW4mh W
E EkOO k
m kmE"h k
D D
MgWO4 g
aOOOO 90 GP W
k J
k2 ODE 4E O
M EOOOO
- G E m
D w
g mO M e J
> e e e Oma g
4 OOGME U
w
%OOOO FOMWD O
M W
O LEWWO D
4 E
wmOMM
=
k JMvMM OEk&O W
khm WDpw "m
MZ G
UkD m
EE gE w
- kmJ M
DM WWWOO3G J
W 4>U J
GmOE EpW Wp4>w O
aOOOO "J 4DW U
W 4
DEkumMWWWHkkkJ 4
kOMOOOO WD32K D m O
gW
> >4k4gO4Eww w
4W> e * = e GUZOW E
Sms kpW E
WDeWWm3 D
wp%eNg JkwE WWW EWW > >>MJEwO J
S 4 9 fe "3 4 4 G k JWmgMWJ m
WEW X
JMm OUkdM VRO SUNDDWwk4kkJD w
e g4 mmkqOLOOWEJ E0 g3 kWJ E
O Um DkkOOkQ 4
aOOOO MO 4K*
E HggkA4 EEEEEW E MOOOO JDOM M MODOOO>O O
e * * *
- Oh EWS "3
DmkWWLJmmmmw3M W
NOOO OZ 4m">W D
h U
m 34kkkkkJe O N M ed JEJkEEUUUUUOU EM4D JJkOZ J
W M
W M
J G
m J
Em4M OJm44444md DW"A OCEDECENEEEEEE CG G O
"J m
4 4mkmu24kkkkk(b k
OE WOGEO k
ME44k U
U m
W JEJC be D
O DWmk I
E H
4 D
&WTkkmOJw U
4 GW2X M
D
> Akk kkOkkkkkEk skum ENTECH ENGINEERING, INC.
P101 -EC3 Page B.54 5-1
/
_..