ENVIRONMENTAL INFORMATION VOLUME FOR 5-MWe ...

ENVIRONMENTAL INFORMATION VOLUME 

FOR 

5-MWe DEMONSTRATION 

OF THE 

SOx-NOx-ROx Box (SNRB) PROCESS 

Prepared for 

Babcock & Wilcox 

1562 Beeson Street 

Alliance, OH 44601-2196 

Prepared by 

Environmental Design Group, Inc. 

1533 Commerce Drive 

Stow, OH 44224 

March 6, 1989

SECTION 

List of Photographs 

List of Figures and Plates 

List of Tables 

Appendices 

List of Acronyms 

1.0 INTRODUCTION 

TABLE OF CONTENTS 

2.0 PROPOSED ACTION AND ALTERNATIVES 2-1 

2.1 Proposed Action 2-l 

2.1.1 Site Description 2-l 

2.1.2 Existing Plant Operation 2-10 

2.1.3 Engineering Description 2-10 

2.1.3.1 Project Phases 2-13 

2.1.3.2 Installation Activities 2-14 

2.1.3.3 Project Source Terms 2-15 

2.1.3.4 Potential EHSS Receptors 2-24 

2.2 Alternatives to the Proposed Action 2-24 

2.2.1 No Action 2-24 

2.2.2 Alternative Technologies 2-24 

2.2.3 Alternative Sites 2-28 

3.0 EXISTING ENVIRONMENT 

3.1 Atmospheric Resources 

3.2 Land Resources 

3.3 Water Resources 

3.3.1 Surface Water 

3.3.2 Ground Water 

3.4 Ecological Resources 

3.5 Socioeconomic Resources 

3.6 Energy and Materials Resources 

i 

iii 

vii 

iV 

Vi 

1-l 

3-l 

V 

3-1 

3-4 

3-10 

3-10 

3-11 

3-11 

3-17 

3-17

SECTION 

4.0 CONSEQUENCES 4-l 

4.1 Impacts of the Proposed Action 4-l 

4.1.1 Atmospheric Impacts 4-1 

4.1.2 Noise Impacts 4-2 

4.1.3 Land Impacts 4-2 

4.1.4 Water Quality Impacts 4-3 

4.1.5 Ecological Impacts 4-3 

4.1.6 Socioeconomic Impacts 4-4 

4.1.7 Energy and Materials Impacts 4-5 

4.1.8 Impact Summary 4-6 

4.2 Impacts of the Alternatives 4-6 

4.2.1 No Action 4-6 

4.2.2 Alternative Technologies 4-7 

4.2.3 Alternative Sites 4-7 

5.0 REGULATORY COMPLIANCE 5-l 

5.1 Regulations and Permit Requirements 5-l 

5.1.1 Air 5-1 

5.1.2 Drinking Water 5-2 

5.1.3 Spill Prevention 5-2 

\ 5.1.4 Solid Waste 5-2 

5.1.5 Other 5-3 

6.0 INFORMATION TO DETERMINE EHSS IMPACTS 

7.0 ENVIRONMENTAL MONITORING PLAN OUTLINE 

8.0 LIST OF PREPARERS AND PROFESSIONAL QUALIFICATIONS 

REFERENCES 

APPENDICES 

6-l 

7-l 

8-l

ACFM 

BRIL 

BTU 

B&W 

C.F.R. 

DER 

DNR 

DOE 

EDG 

EHSS 

EIV 

EPA 

EPRI 

ESOX 

ESP 

OF 

HGI 

HVAC 

KW 

Kw-hr 

LIDS 

MSL 

MWe 

NKWH 

NOAA 

NOVAA 

NoX 

NSPS 

LIST OF ACRONYMS AND ABBREVIATIONS 

Actual Cubic Feet per Minute 

Brickwork Refractory Insulation and Lagging 

British Thermal Units 

Babcock & Wilcox 

Code of Federal Regulations 

Department of Environmental Resources CPA) 

Department of Natural Resources 

Department of Energy 


Environmental, Health, Safety and Socioeconomic 

Environmental Information Volume 

Environmental Protection Agency (U.S. or Ohio) 

Electric Power Research Institute 

ESP modification for combining SOx and particulate removal 

Electrostatic Precipitator 

Degrees Fahrenheit 

Hardgrove Grindability Index 

Heating, ventilating and air conditioning 

Kilowatt 

Kilowatt-hour 

Furnace Limestone Injection with Dry Scrubbing 

(B&W Proposal No. R&D 86-276) 

Mean Sea Level 

Mega (million) Watts of Equivalent 

Net Kilowatt-hour 

National Oceanic and Atmospheric Administration 

North Ohio Valley Air Authority 

Nitrogen Oxides 

New Source Performance Standards 

vii

O.A.C. 

OCDO 

ODNR 

OMEGA 

OSHA 

PON 

QAJQC 

REBP 

SCA 

SCR 

SCORP 

SNRB 

so* 

ug/m3 

USGS 

WVAPC 

WVDNR 

Ohio Administrative Code 

Ohio Coal Development Office 

Ohio Department of Natural Resources 

Ohio Mid-East Governments Association 

Occupational Safety and Health Administration 

Program Opportunity Notice 

Quality Assurance/Quality Control 

R. E. Burger Plant 

Specific Collection Area _ 

Selective Catalytic Reduction 

Statewide Comprehensive Outdoor Recreation Plan 

SOx-NOx-ROx 80x 

Sulfur Oxides 

Micrograms per cubic meter 

United States Geological Survey 

West Virginia Air Pollution Control 

West Virginia Department of Natural Resources 

. . . 

Vlll


On December 19, 1985, Public Law No. 99-190, which authorizes funds for clean 

coal technology projects undertaken on a cost-sharing basis by industry and 

the federal government, was enacted. The Clean Coal Technology Program was 

instituted by the U. S. Department of Energy (DOE) to implement the law. The 

program’s goal is to evaluate emerging technologies that are designed to 

displace oil and natural gas or to utilize coal more cleanly, efficiently or 

economically than currently available technology. Individual clean coal 

projects are intended to demonstrate the feasibility of future commercial 

applications of emerging technologies. DOE issued a Program Opportunity 

Notice (PON) for Clean Coal II on February 22, 1988 to provide prospective 

applicants with guidelines for proposal preparation. 

This Environmental Information Volume (EIV) addresses a clean coal 

demonstration project for the combined removal of sulfur oxides, nitrogen 

oxides and particulates emitted from coal-fired boilers or processes. The 

demonstration project was proposed in response to the February 22, 1988 PON 

and selected in September 1988 for funding. 

Babcock & Wilcox (B & W) is currently preparing to conduct a demonstration 

project for the combined removal of the three above-described pollutants in a 

single device, a high-temperature baghouse. (SOx-NOx-ROx Box) SNRB or 

Puri-Fire (patented) is an advanced air pollution control system which will: 

* allow for cost-effective control of NO,, SO, and particulate emissions 

from coal-fired boilers and 

* provide the utility industry with increased flexibility for 

alternative coal purchasing while complying with applicable emission 

standards. 

The B h W proposal was one of 16 selected by DOE for negotiation under Clean 

Coal II. Funding for this project is being provided by B & W, DOE, OCDO and 

EPRI. The host site for the project is the Ohio Edison Company’s R. E. Burger 

Plant Unit No. 5, Boiler No. 8 which is located in Belmont County, Ohio. 

663Ol/SNRB/JCP/O30689 l-l

The technology to be demonstrated involves injection of ammonia (NH31 and 

either a calcium- of sodium-based reagent into the hot flue gas. The sorbent 

injection process can be viewed as a sequential coupling of an activation 

step, in which the calcium- or sodium-based sorbent reacts to produce either 

CaO or sodium carbonate (Na2CO3), and a heterogeneous sulfation step, where 

the CaO or NazC03 reacts with SO,/SO3 to form CaS04/CaS03 or NazS04/NazSO3. 

The particulate and spent SO, sorbent are collected upstream of the air heater 

in high-temperature, ceramic-fiber bags. Injected NH3 in the presence of a 

catalyst within the baghouse reacts with NO, to form nitrogen (N2) and water 

vapor (HzOv). 

This volume describes the actions to be taken at the R. E. Burger Plant and 

assesses the environmental effects of those actions. 

663Ol/SNRB/JCP/O30689 1-2

2.0 PROPOSED ACTION AND ALTERNATIVES 

2.1 ProDosed Action 

This section describes the existing facility at Ohio Edison Company’s 

R. E. Burger Plant, presents a brief technical description of the SOx-NOx-ROx 

BOX (SNRB) technology demonstration project, describes anticipated project 

activities, defines project resource requirements and discharges, and lists 

EHSS areas that could potentially be impacted by the project. 

2.1.1 Site Descriotion 

Ohio Edison Company’s R. E. Burger Plant (Photo 2.1) and the proposed 

facility are located on a two-hundred (200) acre site on the northwest side of 

the Ohio River, south of Shadyside and east of the unincorporated settlement 

of Dilles Bottom, in Mead Township, Belmont County, Ohio (Figures 2.1 and 

2.2). Map coordinates of the plant are latitude 39O 45’ 39” and longitude 8Oo 

45’ 39”. Township and Range coordinates are: SW1/4 of SW1/4, Section 29, 

TlN,RZW (Figure 2.2). 

The proposed facility will be located at River Mile 102.5 (measured 

downstream from Pittsburgh, Pennsylvania), which is in the section of the 

river named the Hannibal Pool. The site is approximately eight (8) miles 

downstream from Bellaire, Ohio, twelve miles downstream from Wheeling, West 

Virginia and almost directly across the river from Moundsville, West 

Virginia. The entire power complex extends approximately 0.9 miles along the 

Ohio River. 

The layout of the R. E. Burger Plant is illustrated in the aerial view of 

Figures 2.3. and 2.4. The site is occupied by power generation facilities, 

coal unloading (Fig. 2.4, No.1) and storage areas (Figure 2.4, No. 3) and ash 

disposal pits (Figure 2.4, No. 17). The coal unloading area (Figure 2.4, No. 

1) is located to the right of the aerial photograph (Figure 2.3, east) next to 

the Ohio River. Coal storage and handling systems (Photo 2.2 and Figure 2.4, 

No. 2) are located in a large area on the east side of the site. The main 

plant building (Figure 2.4, Nos. 4, 5, 10, 11 and 13) houses the plant 

663Ol/SNRB/JEB/O30689 2-l

Photo 2.1 - R. E. Burger Plant 

I 

Photo 2.2 - Coal storage and 

handling system and substation

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LOCATION OF DILLES BOTTOM 

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administrative offices (Figure 2.4, No. 131, the boilers and turbine 

generators. Electrostatic precipitators are located on the roof of the 

building and to the left (west) of the tall chimney. A substation (Photo 2.2 

and Figure 2.4, No. 15) is located to the north of the main plant building. 

Bottom ash disposal areas (Photo 2.3) are located at the lower left of the 

aerial photograph (Figure 2.3, west; Figure 2.4, No. 17). A CSX Railroad 

easement crosses the property. A gravel pit (non-Ohio Edison and off-site) is 

located to the north of the railroad tracks northwest of the plant area 

(Figure 2.4). Ohio Route 7 is located to the north of the site, and a bridge 

ct-asses the Ohio River to Moundsville, West Virginia at the upper right of the 

photograph (northeast). Additional site features are identified on the plant 

plot plan presented in Figure 2.4. 

The fi. E. Burger Plant is accessible by truck, rail and barge. 

Interstate 70 is located approximately twelve (12) miles north of the plant 

and may be accessed by Ohio Route 7. The CSX tracks are utilized and 

regularly maintained. Railroad spurs within the plant property are utilized 

for internal purposes only. 

Water supplies for the plant are obtained from five (5) water wells on 

the site. Ohio River water is utilized for cooling purposes, demineralizer 

feed and boiler makeup and returned to the river. The plant’s eight (8) 

coal-fired boilers are served by an 850-foot stack. These eight (8) boilers 

supply five (5) generating units - two 56 MW units, one 94 MW unit and two 156 

MW units. On site there also are three (3) diesel-driven peaking generators 

totaling 7 MW. The demonstration will be conducted on Unit 5, which is 

supplied by boiler No. 8. Photo 2.4 shows the demonstration area. All of the 

boilers of the R. E. Burger Plant fire a bituminous coal with an estimated 

average content of twelve (12) percent ash and three (3) percent sulfur from 

the Ohio/northern Appalachian coal-producing regions. Coal analyses are 

provided in Table 2.1. These analyses were conducted for the R. E. Burger 

Plant by Ohio Edison’s Central Chemical Laboratory. The coal is delivered to 

the plant by truck (19%) and barge (81%) and unloaded into a storage pile. 

663Ol/SNRB/JEB/O30669 2-7

,._~-~-~ . 

Photo 2.3 - Bottom Ash Disposal Areas 

Photo 2.4 - SNRB Demonstration Area 

/~

TABLE 2.1 

R. E. BURGER 

COAL ANALYSIS 

Coal Analvsis - Exuected Oualitv knee as Burned (1988 averaee) 

Heating Value 11,726 Btu/lb 

(as burned) 7.19% Moisture 

Grindability HGI 53.7 

11.98% Ash 

2.89% Sulfur 


\ 

2.1.2 Existina Plant Operation 

&PO3 I4 F I 

The host site for the SNRB facility is the Ohio Edison Company’s R.E. 

Burger Plant, as described in 2.1.1. The R. E. Burger plant consists of five 

electric generating units and three diesel generators totaling 525-megawatts 

of energy (MWe). The project will be conducted utilizing a 5 MWe slipstream 

from, boiler No. 8 at the Plant. Boiler No. 8 is a pre-New Source Performance 

Standards (NSPS), 156-MWe Babcock & Wilcox pulverized coal-fired radiant 

drum-type boiler (RB-208), equipped with an electrostatic precipitator (ESP). 

The site plan for the demonstration facility is shown in Plate 1. 

For Boiler No. 8, Ohio Edison is projecting an equivalent availability 

target of 78.86 percent in 1992, when SNRB is planned to be in operation. 

Company records indicate that in 1988 Unit 5 fired 400,740 tons of coal, or 

35.4 percent of the plant’s total coal consumption of 1.1 million tons. 

A new ESP was installed on Boiler No. 8 in 1982 to reduce particulate 

emissions. The ESP is a cold-side unit, i.e., it operates downstream of the 

air preheater. The ESP has a specific collection area (SCA) of 

409.2ft2/(1,000ft3/min) and a design capacity of 638,000 ACFM (actual cubic 

feet per minute). 

Bottom ash from boiler No. 8 is slu’ Iced by pipe to an on-site captive 

disposal facility. Fly ash from Boiler No. 8 is accumulated in an ash silo 

and hauled to an off-site ash disposal facility. Because the SNRB process 

will not add any additional fly ash, no further characterization of existing 

fly ash generated by the boiler is appropriate here. 

2.1.3 Eneineerine Descriotion of Demonstration Facility 

SNRB (SIX-NIX-REX Box) is an advanced air pollution control system for 

the combined removal of sulfur oxides (SO,), nitrogen oxides (NO,) and 

particulates emitted from fossil-fired boilers or processes. All three 

removal processes are combined into a single device, a high-temperature 

baghouse installed between the boiler and a heat recovery unit downstream of 

663Ol/SNRB/JCP/O30689 2-10 

2 , (6

the plant stack (see Figure 2.5). At the R. E. Burger Plant, SNRB will be 

installed on the river side of the plant, as shown in Figure 2.4. 

SO, removal in SNRB is accomplished by using either a calcium- or 

sodium-based sorbent injected into the hot flue gas upstream of a bag filter 

house. NO, removal is accomplished in part by ammonia (NH31 injection with a 

selective NO, reduction catalyst. Sorbent and NH3 injection at temperatures 

of up to 1400°F will be evaluated; the temperature of the flue gas without the 

combustor, with the boiler at full load, will be about 650°F. 

An air-cooled heat exchanger will cool the flue gas to the desired 

baghouse operating temperature of 500 to YOOOF. Particulate and spent SO, 

sorbent will be collected in the baghouse in high-temperature, woven 

ceramic-fiber bags. 

A variety of sorbents will be evaluated in the SNRB field pilot 

demonstration. The emphasis will be on calcium-based sorbents that are 

inexpensive and can be disposed as solid waste. Resulting calcium compounds 

will be hydrated along with the product recycle (CaS04/CaS03, fly ash and 

unreacted CaO) and reinjected before the baghouse. A hydrator will be used to 

obtain a dry, free-flowing solid which can be easily injected into the flue 

gas. 

The baghouse will be designed to operate continuously at temperatures 

from 500 to 900°F. High temperature Nextel bags (manufactured by 3M) will be 

used to filter the dirty flue gas and collect particulate and spent sorbent. 

A compartment system will be used to permit testing of both on-line and 

off-line cleaning. 

A selective catalytic reduction (SCR) catalyst (Norton NC-300 Series) 

will be incorporated into the filter bag assembly to promote NO, removal. 

Because the flue gas will be free of particulates and partially desulfurized, 

catalyst life and activity should be improved. 

663Ol/SNRB/JCP/O30689 2-11

- 

-

2.1.3.1 Proiect Phases 

The SNRB project will take 44 months to complete. B & W will conduct the 

demonstration project in the three phases described below. 

. Phase 1 - Design and Permitting. This initial phase will begin in July 

1989 and culminate in the detailed design of the SNRB demonstration for the 

R. E. Burger Plant site. By March 1991, the following tasks and documents 

will be completed: implementation of project management and reporting systems, 

including QA/QC plan; environmental monitoring plan and issuance of required 

environmental and other permits; development of process design and design 

criteria; preliminary system design; and installation and detail design. 

. Phase 2 - Construction and Start-uo. This phase will begin in March 

1990 and be completed in December 1991. Milestones in this phase include 

updating of a detailed work plan; procurement of necessary equipment, 

materials and services; installation of the demonstration plant, including 

site preparation and foundations, boiler modifications, installation of 

high-temperature baghouse, installation of ductwork system and associated 

equipment and structures, installation of accessory equipment such as pumps, 

silos and other equipment associated with the ammonia and sorbent feed and 

injection systems, installation of general facilities (e.g., buildings and 

enclosures and SNRB control room) and installation of piping, insulation, 

electrical and instrumentation; and, finally, development of a field 

demonstration operation and test plan for the demonstration facility, 

including initial operation and shakedown of the process equipment. 

. Phase 3 - ODeration and Disoosition. This phase will begin in January 

1992 and be concluded in March 1993. Milestones in this phase include results 

of monitoring of S02, NOx, and particulate emissions in the form of periodic 

Environmental Monitoring Reports; one-year operation of the SNRB field pilot, 

including a test program; preparation of.a detailed report evaluating test 

data generated during the test program period; development of a detailed 

proposal and preliminary design for a separate candidate boiler; removal of 

the demonstration facility and restoration of the site; 

and preparation of a final report including performance and test data. Test 

663Ol/SNRB/JCP/O30689 2-13

data during the demonstration period will be analyzed by use of a computer 

program to assess system performance in terms of particulate collection 

performance, SO2 capture, baghouse performance and boiler operating 

conditions. The field test plan will establish to what extent data are to be 

collected on the two alternative sorbents, lime (CaO) and sodium bicarbonate 

(NaHC03). 

2.1.3.2 Installation Activities 

Installation activities will include site work and installation of 

foundations (including excavating, grading, relocation of underground 

utilities, backfill and demolition of existing enclosures), boiler tie-in, 

baghouse installation, installation of ductwork and associated equipment 

(e.g., access necessary for sampling and monitoring), installation of 

accessory equipment (e.g., pumps, blowers, feeders, silos, dust collectors and 

screens for the sorbent reagent preparation and feed systems), installation of 

process and utility piping, installation of general facilities (e.g., 

buildings and enclosures, SNRB control room, baghouse stairtower, HVAC 

equipment and well water supply systems), installation of insulation, and 

installation of electrical equipment and instrumentation. Installation of 

mechanical components will require approximately seven months, beginning in 

March 1991. 

Boiler modifications will be scheduled around planned outages by Ohio 

Edison in order to avoid interrupting power production from boiler No. 8. 

Modifications required for the flue gas tie-ins are expected to be minimal and 

would require approximately two weeks to complete. The following activities 

will be included: 

a. make the penetration through the economizer hopper casing 

for the SNRB process inlet flue connection, 

b. install short inlet flue connection piece into the economizer 

hopper, and 

C. install inlet flue isolation damper, inlet flue isolation 

blanking plate, and inlet flue connection insulation and 

lagging. 

663Ol/SNRB/JCP/O30689 2-14

Activities similar to those described above also will be performed at the 

same time to make the SNRB process outlet flue tie-in connection to boiler No. 

8 precipitator inlet flue. 

All boiler tie-in work will be conducted by a contractor qualified to 

work with asbestos materials. Specifications for all such work will require 

compliance with applicable EPA and OSHA regulations, including asbestos 

removal and disposal requirements and air monitoring requirements. 

2.1.3.3 Proiect Source Terms 

This section characterizes resource requirements and project discharges 

associated with the SNRB demonstration project. 

Proiect Resource Reauirements 

Project resource requirements include energy, land, labor, materials and 

other resources, as described below. Tables 2.2 and 2.3 show the mass balance 

for the SNRB demonstration facility when hydrated lime is used as sot-bent and 

when sodium bicarbonate is used as sorbent. 

A. Enerer: Additional energy requirements are limited to electrical 

power used for the sorbent and fly ash handling and injection system, for the 

ammonia handling injection system, for heat exchanger forced draft fans (one 

before and one after the baghouse), baghouse accessories, air compressor, 

lighting, HVAC, process controls and instrumentation, and booster fan prior to 

the flue gas return. The estimated increase in electrical power consumption 

from those systems will be about 790 KW at maximum expected operating 

conditions. Based on preliminary testing strategy, the SNRB system will 

operate for approximately 3,000 hours. Based on that time period, the total 

maximum increase in electrical consumption as a result of the one-year SNRB 

demonstration will be about 2.4 million KWH. 

8. Land: The SNRB demonstration project will involve the installation 

of a baghouse and piping on the river (south) side of the plant between the 

663Ol/SNRB/JCP/O30689 2-15

STREAM TEMP. 

#m 1%l 

Incamine. Streams 

Slipstream 

Fuel Oil 

NH3 feed 

Transport Air - 

Sorbent injection 


Solids handling 

H20 - Hydrator 

Steam (Heating) 

Sorbent Feed 



Outeoine Streams 

10 Condensate 

11 Solid Waste 

12 Transport Air - 


13 Flue Gas Return 



15 Heat Removed 


17 General heat losses 

TABLE 2.2 

MASS BALANCE - HYDRATED LIME AS SORBENT 

EXPECTED NORMAL OPERATING CONDITIONS 

650 

100 

100 

80 

80 6529 #/hr air 

80 

250 

80 

80 

200 

120 

165 

200 

bb3Ol/SNRB/JCP/O30689 Z-lb 

80 

Comuosition 

47150 ii/hr flue gas 

253 #/hr sulfur dioxide (SO2) 

31 B/h= nitrogen oxides (NOx) 

457 #lhr fly ash 

285 #/hr #2 fuel oil 

5019 #lhr air 

17 B/h= anhydrous ammonia (NH31 

255 #/hr air 

6529 #/hr air 

46 #/hr water (H20) 

125 #/hr steam 

602 #/hr pebble lime (CaO) 

24 #/hr inerts 

13015 #/hr air 

125 #/hr water 

509 B/h= calcium sulfate/sulfite 

(CaS04/CaS03) 

456 B/hr fly ash 

246 #/hr lime (CaO) 


13015 #/hr air 

59024 #/hr flue gas 


4 #/hr nitrogen oxides (NOx) 

1 #/hr fly ash 

6529 #/hr air 

3,710,OOO BTU/hr heat removed 


770,000 BTU/h= heat lost

STREAM 

# DescriDtion 

Incomine Streams 

1 Slipstream 

2 Fuel Oil 

3 NH3 feed 


Sot-bent injection 



6 H20 - Hydrator 

7 Steam (Heating) 

8 Sorbent Feed 



Outeoine Streams 

10 Condensate 

11 Solid Waste 



13 Flue Gas Return 





17 General heat losses 

TABLE 2.3 

MASS BALANCE - SODIUM BICARBONATE AS SORBENT 

EXPECTED NORMAL OPERATING CONDITIONS 

TEMP. 

fOEl 

650 

100 

100 

80 

80 

80 

80 

120 

170 

663Ol/SNRB/.lCP/O30689 2-17 

200 

80 

CamDosition 

47150 #/hr flue gas 


31 #/hr nitrogen oxides (NOx) 


0 #/hr 82 fuel oil 

0 #/hr air 

17 #/hr anhydrous ammonia (NH3) 

255 #/hr air 

4182 #/hr air 

4182 #lhr air 

0 #/hr water CH201 

0 #/hr steam 

933 Blhr sodium bicarbonate 

(NaHC03) 

41 O/hr inerts 

5714 #lhr air 

0 #/hr water 

521 B/hr sodium sulfate/sulfite 

(NaS04/NaSO-,) 

456 Bthr fly ash 

400 #/hr sodium carbonate 

(Na2CO3) 


5714 #/hr air 

51790 B/hr flue gas 


4 O/hr nitrogen oxides (NOx) 


4782 #/hr air 

0 BTlJ/hr heat removed 


659,000 BTU/hr heat lost

ESP and the bulkhead at the river’s edge, and silos and electrical equipment 

on the west side of the plant between the access road and the ash pond dike. 

The amount of land that will be used for the SNRB project is approximately 

9,700 square feet (0.22 ac.), including 6,400 square feet on the south side of 

the plant and 3,300 square feet on the west side of the plant. The site has 

been examined to ensure that adequate space is available on-site for the 

baghouse and sorbent handling equipment. Sufficient space is available for 

convenient location of all required hardware. All of the land which will be 

utilized is “made land,” composed of earthen fill. Land on which SNRB will be 

located now is vacant and used only for construction vehicle parking and 

occasional, temporary, storage of material. No roadway or active area will be 

displaced by SNRB. 

Permitted off-site landfills will be used for disposal of solid waste 

generated during operation of SNRB. The on-site fly ash disposal facility 

will a be used. Solid wastes which will be generated include waste baghouse 

solids and waste sorbent and may include spent catalyst and bags. During the 

demonstration testing period, operation of SNRB is projected to generate 1,235 

pounds per hour of operation of solid waste (calcium sulfate/sulfite, fly ash, 

lime and inert material) when hydrated lime is used as sorbent material. If 

sodium bicarbonate is used as sorbent (2 to 4 weeks of the operational 

period), operation of SNRB is projected to generate 1,424 pounds per hour of 

operation of solid waste (sodium sulfate/sulfite, sodium carbonate, fly ash 

and inert material). The relative quantities of those constituents can be 

seen in the mass balances shown in Tables 2.2 and 2.3 in section 2.1.3. Based 

on those projected quantities, and on the specific gravity of the waste 

components, it is estimated that a maximum of 20.3 cubic yards of solid waste 

per day will be produced when hydrated lime is used as a sorbent. When sodium 

bicarbonate is used as a sot-bent, it is estimated that 22.7 cubic yards of 

solid waste per day will be produced. Actual quantities of solid waste will 

be monitored during operation of the demonstration plant. 

C. Labor: Labor will be required for design and installation of SNRB 

equipment, operation and maintenance of the equipment, monitoring of system 

performance, and restoration of the site. Only installation and removal of 

the equipment will require additions to the work force currently 

663Ol/SNRB/JCP/O30689 2-18

at the R. E. Burger Plant; design and operation of the demonstration plant 

will be accomplished by Babcock 6 Wilcox personnel. Both during installation 

and site restoration, additional workers would be hired on a temporary basis 

and would not come from, nor become a part of, the permanent work force at the 

R. E. Burger Plant, or be involved in operating the SNRB demonstration 

facility. The total estimated construction work force is shown in Table 2.4. 

Construction workers are expected to be supplied by the local and regional 

labor force. 

TABLE 2.4 

CONSTRUCTION WORK FORCE 

Phase Manhours 

Foundation installation 7,200 

Mechanical installation 21,946 

BRIL installation 12,802 

Electrical installation 3,000 

Site Restoration 9.918 

Total 54,926 

The peak manpower requirement during periods of high construction 

activity is estimated to be 55 to 60 workers. Construction will take place 

over a period of ten months, from December 1990 until October 1991. 

Restoration of the site will occur at the conclusion of the demonstration. 

Operation and maintenance of the SNRB will be conducted by B & W staff 

and by existing R. E. Burger Plant personnel. Approximately 4 to 6 engineers 

and/or technicians from B & W will be required on a continuing basis for the 

duration of the field test program (approximately twelve months). No 

additions to R. E. Burger Plant personnel will be required. Maintenance labor 

will be required on an intermittent basis. No more than three people would be 

required at any one time and such workers would be available from the existing 

plant labor force. If required, maintenance workers would be hired on a 

temporary basis through local labor halls. 

663Ol/SNRB/JCP/O30689 2-19

D. Materials: The primary materials requirements for the SNRB are 

hydrated lime and sodium bicarbonate, the two alternative sorbent materials. 

As can be seen in Table 2.2 above, 602 lb/h r of lime (&Of sorbent wiIl be 

required while lime is being used as sorbent. No. 2 fuel oil (285 lbsihr) 

will also be required for the combustor while lime is being used to heat the 

flue gas for optimum sorbent reactivity. When sodium bicarbonate (NaHC03) is 

being used as sot-bent, 933 lb/h= of NaHC03 will be used. No fuel oil will be 

used when sodium bicarbonate is used as a sorbent because the flue gas as it 

exits the boiler is at the optimum temperature for sodium bicarbonate so that 

there is no need to fire the combustor to heat the flue gas. 

Lime and sodium bicarbonate will be purchased through Babcock 6 Wilcox’s 

current suppliers and transported to the site by truck. Lime (CaO) will be 

the predominant sorbent material used because the majority of the market for 

SNRB will be in the East and Midwest. Calcium-based sorbents are lower in 

cost and do not entail the difficulty of disposal associated with sodium-based 

sorbents. Sodium-based sorbents may be economical for application at power 

plants in the West. Based on preliminary projections for operating times (ten 

months for lime, including eight at 8 hours/day, 5 days per week, and two 

months continuous operation; two months at 8 hours/day, 5 days per week for 

sodium bicarbonate) and on the materials consumption rates shown in Table 2.2 

and 2.3, the projected consumption of materials is shown below: 

Lime: 860 tons 

Sodium bicarbonate: 165 tons 

Ammonia: 14,150 gallons (liquid anhydrous NH3) 

Approximately 35 tons of sodium bicarbonate can be stored in a storage 

silo at the site. Up to 35 tons of lime can be stored in a lime silo at the 

site. A feed silo will be installed for use in varying the rate at which 

sorbent is fed into the flue gas stream. Fuel oil will be purchased from 

local suppliers. Based on the projected usage rate of 285 pounds of No. 2 

fuel oil per hour (see Table 2.2), about 812,000 pounds of fuel oil - 

approximately 108,000 gallons - will be required. Fuel oil is planned to be 

stored in a tank at the southeast corner of the demonstration facility. 

663Ol/SNRB/JCP/O30689 2-20

Process equipment and construction materials will be purchased from 

qualified suppliers. Such materials will include materials to construct 

sorbent and lime silos, sorbent handling equipment, piping and small hardware 

items. 

E. m: Other resource requirements are limited to transportation 

facilities. The only factors impacting transportation will be deliveries of 

lime, sodium bicarbonate and other project materials to the site, and 

construction traffic including workers and construction materials. In 1988, 

81 percent of total coal deliveries to the R. E. Burger Plant (845,643 tons of 

1,042,362 tons) was by barge. The remainder of coal deliveries was by truck. 

In 1988, approximately 7,900 truck loads of coal (average of 21 trucks per 

day) were delivered to the plant (19 percent of total coal receipts). Because 

the demonstration plant will utilize a slipstream, the truck and barge traffic 

attributable to coal deliveries will not be affected. 

During the IO-month construction period commencing in December 1991, 

85 truck loads of material and equipment are projected to be required. 

Although the average is less than one truck per day, it can be expected that 

deliveries will not be spread uniformly throughout the 28 weeks, but instead 

will be bunched in accordance with the construction schedule. It is probable 

that no more than five trucks per day will be required. Vehicle traffic 

attributable to construction workers is expected to total 4,718 vehicle trips 

over 24 weeks, with a peak of 60 trips per day during the height of 

construction activity. During demolition of the pilot plant, average daily 

traffic is expected to be 15 vehicles per day for the work force and 53 truck 

loads (total for the three months). The projections assume, however, 110 car 

pooling by laborers. During operation of the demonstration plant, 150 truck 

trips are projected to occur, split between delivery of consumables (ammonia, 

fuel oil and sorbent) and removal of waste product. Table 2.5 summarizes the 

number of vehicle trips by vehicle type and project phase. 

Proiect Discharees 

Significant waste discharge streams are described in Tables 2.2 and 2.3, 

the mass balances. The only significant waste stream is stream No. 11, 

663Ol/SNRB/JCP/O30689 2-21

Vehicle 

TABLE 2.5 

VEHICLE TRIP SUMMARY FOR 

SNRB DEMONSTRATION PROJECT 

Number of Vehicle Trips During: 

Foundation General Operational Demolition 

Installation Installation Testing 

Cateeory 12/90 - 3/91 4/91 - 10/91 11/91 - 10/92 11192 - 2193 

1 - Trucks 20 total 65 total 0 0 

(Deliveries of spread over first 

equip/materials evenly 3 months 

2 - Trucks 

(Delivery of 

consummables) 

3 - Trucks 

(Waste Product 

removal) 

4 - Trucks 

cc onstruction 

equipment) 

5 - Trucks 

6 - Auto- 

(Construction 

equipment) 

mobiles 

7 - Auto- 

mobiles 

0 0 

0 

lo/day 

'- Assumes no car pooling occurs. 

663Ol/SNRB/JCP/O30689 

0 

2-22 

0 

0 

7 first month 4 first month 

7 last month 4 last month 

40/day ave.‘:: 

60/day max.* 

0 

65 total 

spread 

evenly 

85 total 

spread 

evenly 

0 45 total 

b/day 0 

spread 

evenly 

0 

0 

15iday ave.':

aghouse solids, which will differ in composition depending on which sorbent 

is in use. When hydrated lime is used as sorbent (10 months), an estimated 

1,620 tons of solids will be produced. Solid reaction products will include 

calcium sulfate/sulfite, fly ash, lime (Ca.0) and inerts. When sodium 

bicarbonate is used, an estimated 228 tons of solids will be produced. 

Components will include sodium sulfate/sulfite, sodium carbonate, fly ash and 

inerts. The total quantity of process solids generated during the 

demonstration testing period is projected to be about 1,848 tons. About 190 

cubic feet of catalyst and approximately 300 begs also will require disposal 

during site restoration. 

There will be no air emissions from the demonstration facility m se, 

because the slip stream will be returned to the R. E. Burger Plant flue gas 

stream upstream of the electrostatic precipitator. As discussed in section 

4.1, Impacts, SNRB will result in a decrease in air pollutants (sulfur oxides, 

nitrogen oxides and fly ash) which otherwise would be emitted by the plant. 

Based on use of lime as a sorbent (Table 2.2), the sulfur dioxide emission 

rate in the flue gas stream from the SNRB process is expected to decrease from 

253 lbs./hr. to 25 lbs./hr., the fly ash emission rate will decrease from 457 

lbs./hr. to less then 1.0 lb./hr., and the nitrogen oxides emission rate will 

decrease from 31 lbs./hr. to 4 lbs./hr. while SNRB is in operation. The total 

emissions during the demonstration testing period of SO2, fly ash and NO, in 

the 5 MWe slipstream during the SNRB demonstration will be about 36.3 tons, 

1.5 tons and 5.9 tons, respectively. Without the SNRB demonstration facility, 

it is estimated that the emissions of SO2, fly ash and NO, attributable to the 

slipstream during the same time period would be about 312.4 tons, 475.6 tons 

and 943.8 tons, respectively. Thus, the SNRB demonstration is expected to 

achieve removal of 90 percent of SO2, 99.8 percent of fly ash and 87 percent 

of NO, from the 5 MWe slipstream. 

During initial SNRB equipment testing, some variation in SO2 control 

efficiency is expected. However, no permit limits for SO2 will be exceeded 

because the coal currently fired in boiler No. 8 complies with the SO2 permit 

level without controls. 

663Ol/SNRB/JCP/O30689 2-23

2.1.3.4 Potential EHSS Receutors 

A number of environmental features could be impacted by the proposed 

action. These include atmospheric resources, land resources, water resources, 

ecological resources, socioeconomic resources, and energy and material 

resources. Section 3 contains a description of the existing environment 

focused on those probable impact receptors. Section 4 evaluates the probable 

impact of SNRB on those receptors. 

2.2 Alternatives to the Prowsed Action 

This subsection describes three alternatives to the proposed action: no 

action, use of alternative technologies, and use of alternative sites. 

2.2.1 No Action 

Under the No Action alternative, DOE would not provide funds to install 

SNRB at the R. E. Burger Plant. Testing of the technologies utilized in SNRB 

would be undertaken, if at all, at other power generating steam plants. The 

existing plant engineering design and station configuration would be 

undisturbed, remaining as described in Section 2.1.2. Excluding the R. E. 

Burger Plant as a test site would eliminate the demonstration of SNRB 

technology on flue gas from utility coal-fired boilers. It also would forego 

the opportunity to demonstrate a technology which would enable increased 

utilization of high-sulfur coals produced in the East and Midwest. 

2.2.2 Alternative Technoloeies 

The proposed action is intended to demonstrate technology for the 

combined removal of sulfur oxides, nitrogen oxides and particulates by use of 

a single device, the high-temperature baghouse. Both sorbent and waste 

streams are dry. Other processes that simultaneously remove both SO2 and NO,, 

and that are under development or in commercial use, include both dry 

processes and wet processes. Those processes are shown in Figure 2.6. The 

three wet processes shown are complex chemical systems that demand constant 

attention. The three dry processes listed are under development in this 

663Ol/SNRB/JCP/O30689 2-24

[ 

Gynd envjri3nmenfal 

(j 0 3 design 

llz?z3 @UP 

i 

I : 

‘SORPTION BY SO, 

ELECTRON 

BEAM 

RADIATION 

1 ABSORPTION OF NO, AND 1 

SO, BY LIOUIDS WITH 

LIOUID PHASE ,RED,UCTlOti 

OF NO, TO N, BY SO; 

OF NO OR RECYCLE IF 

NO,FOLLOWED BY 

AESORPTION OF NO, 

FLUE GAS NOx AND SO, 

CONTROL PROCESSES 

I 

I 

LIQUID-PHASE 

OXIDATION OF 

NO, AND NO, 

FIGURE 2.6 1

country or have been used to a limited extent commercially. A comparison of 

the effectiveness of the processes in reducing SO2 and NO, emissions is shown 

in Table 2.6. 

Conventional flue gas desulfurization, through either wet or dry 

scrubbing, does not accomplish any reduction in NO, emissions, is high in 

capital cost and requires a significant amount of space for installation. 

Coal cleaning alone results in relatively minor SO2 reduction and has no 

benefits in terms of NO, reduction. In comparison, SNRB will result in 

significant reductions of both SO2 and NO, and is relatively low in both 

capital cost and space requirements because the processes are contained in a 

single device. 

NO, control through burner or furnace modifications has been developed to 

a significant extent, but it is less capable of reducing NO, below 

approximately 300 ppm when used on U.S.-designed boilers. As shown in Figure 

2.6, a number of combined SO,/NO, wet scrubbing processes have been proposed. 

However, none of the wet processes has proven acceptable from either a cost or 

technology standpoint. An alternative dry process, NO, control through 

selective catalytic reaction with ammonia, has been demonstrated both in Japan 

and in the U.S. to be an effective method of NO, control. However, that 

approach is ineffective for SO, control and may actually be adversely affected 

by SO, poisoning of the catalyst. In contrast, SNRB will enhance catalyst 

life because removal of SO2 and particulate* prior to the flue gas contact 

with the NO,-reduction catalyst will minimize catalyst plugging, poisoning and 

erosion. In addition, NO, control through selective catalytic reaction with 

ammonia combined with wet flue gas desulfurization is characterized by the 

following disadvantages relative to SNRB: 

* large 12-3 % of system generating capacity) parasitic power 

requirements, 

* furnace corrosion and excessive hydrocarbon emissions from low-NO, 

combustion, 

* the need for periodic, costly replacement of catalysts in the selective 

catalytic reactor, 

. consumption of water in the wet scrubber, 

663Ol/SNRB/JCP/O30689 2-26

CONVENTIONAL 

TABLE 2.6 

ENVIRONMENTAL PERFORMANCE OF CLEAN COAL AND 

CONVENTIONAL COAL-FIRED POWER PLANT TECHNOLOGIES 

Technology -2 Reduction UK Emitted 

Coal Cleaning 10-30 No change 

Wet Flue Gas Scrubber 90' No change 

Dry Flue Gas Scrubber 70-90 No change 

RETROFIT/NEW 

Advanced Flue Gas Cleanup (SNRB) 

Limestone Injection Multistage 

Burner 

Slagging Combustor 

Gas Reburning 

In-Duct Sorbent Injection 

Advanced Coal Cleaning 

Coal Slurry 

Furnace Dry Sot-bent Injection 

REPOWERING/NEW 

Integrated Gasification 

Combined Cycle 

Pressurized Fluidized Bed Combustion 

Atmospheric Fluidized Bed Combustion 

663Ol/SNRB/JCP/O30689 2-27 

90’ High reduction 

30-50 Moderate reduction 



50-70 No change 



70-80 Small change 

95-99 

90-95 

85-95 

Moderate reduction 

Moderate reduction 

Moderate reduction

. the production of large quantities of wet thixotropic sludges which 

present disposal problems, and 

. large space requirements which often exceed that required for the boiler 

proper. 

Key benefits of a commercial SNRB system include: 

* two to three percent increased plant power production relative to a 

plant equipped with a conventional wet scrubber system, 

. high pollutant removal efficiencies, as described above, 

. less on-site space requirements and capital costs than other SO, and 

NO, removal technologies, 

* less expensive operation on a dollar per KWH basis and dollar per ton 

of pollutant removed basis than conventional or advanced systems, and 

* dry waste production resulting in lower on-site space requirements and 

lower disposal costs than wet sludge. 

2.2.3 Alternative Sites 

No alternative sites were considered for the SNRB demonstration facility 

because the R. E. Burger Plant offers the necessary combination of an 

operating steam cycle, ownership by the utility co-sponser, site approval and 

environmental permits, and access to required materials and resources (e.g., 

coal, limestone, cooling water, process water). In addition, Boiler No. 8 is 

a base-loaded unit, so there is little variation in coal utilization. 

Stability in coal utilization is necessary during the demonstration of SNRB. 

For the commercialization phase, whether alternative sites will be considered 

will be a function of the interest of utilities in installing the SNRB 

technology. 

663Ol/SNRB/JCP/O30689 2-28

3.0 EXISTING ENVIRONMENT 

This section describes the environmental setting at the R. E. Burger 

plant, focusing on environmental features that might be impacted by the 

proposed action. The environment is divided into the six categories that were 

listed in Section 2.1.3.4. Each of those categories is characterized in this 

section. 

3.1 Atmosuheric Resources 

The area of southeastern Ohio in which the demonstration site is located 

has a humid continental climate, which is typically an area of interaction 

between polar and tropical air masses. The predominant winter air masses 

influencing the area1 climate have a polar continental source in Canada. 

During the summer, frequent invasions of maritime air bring warm humid 

weather, thunderstorms and precipitation. Occasionally warm maritime air 

masses reach this area during the winter and produce intermittent periods of 

thawing. Temperatures are variable over the year and a range from 0 to YOOF 

is common. The average annual temperature may vary 4 degrees or more from 

year to year. 

In the area of Ohio within the North Ohio Valley Air Authority (NOVAA) 

jurisdiction, the average annual precipitation for the years 1980 through 1987 

was 65.34 inches (Figure 3.1). A wind rose for 800 observations by NOVAA in 

1987 (Figure 3.1) shows the most frequently observed wind directions to have 

been southerly and southwesterly. The mean annual wind speed at Parkersburg, 

West Virginia is 6.3 mph. According to the National Oceanic and Atmospheric 

Administration (NOAA), mean wind speed at Wheeling, West Virginia was 9 mph 

recorded in records from February 1949 through January 1953 (Appendix A). The 

Ohio River near the R. E. Burger Plant has a north to south orientation which 

represents an open fetch to the prevailing winds. 

According to the NOVAA 1987 Annual Report, there has been improvement in 

air quality since 1972 in the Ohio Valley area within their jurisdiction. The 

total suspended particulate average has declined from 125 micrograms per cubic 

meter (ug/m3) in 1972 to 62 ug/m3 in 1987, a 50 percent decrease. Similarly, 


I I1Oi.l 

: I :c;.

the sulfur dioxide average has declined from 117 "g/m3 in 1972 to 49 ug/m3 in 

1987, a 58 percent decrease. The NOVAA report (1987) also compared 1986 air 

constituent averages to those from 1987. In 1987, the particulate average 

decreased to 60 "g/m3 from 61 ug/m3 in 1986, a 1.6% difference. The 1987 

sulfur dioxide average of 49 "g/m3 shows no change from 1986. The nitrogen 

dioxide average increased from 38 ug/m3 in 1986 to 40 "g/m3 in 1987, a 5% 

difference. Total suspended particulates in Shadyside, to the north of REBP, 

decreased to 50 "g/m3 from 110 ug/m3 1" 1972, a 54 percent change. 

Particulates decreased from 56 "g/m3 in . 1986 to 50 in 1987, 11 percent 

difference. The NOVAA report may be found in Appendix A. 

In the area near the R. E. Burger Plant the following companies may also 

impact air quality: 

Air Products & Chemicals 

Columbian Chemical 

Consolidated Aluminium Corporation 

LCP Chemicals - West Virginia, Inc. 

Mobay Chemical Corporation 

Ohio Power Company, Kammer/Mitchell Plants 

Ormet Corporation 

PPG Industries, Inc. 

Proctor, WV 

WV 

Hannibal, OH 

Moundsville, WV 

New Martinsville, WV 

Moundsville, WV 

Hannibal, OH 

New Martinsville, WV 

According to NOVAA, personal communication, 1989, Consolidated Aluminum 

Corporation emits NO, and Ormet Corporation, particulates. According to West 

Virginia Air Pollution Control (WVAPC), personal communication, 1989, 

Columbia" Chemical, LCP Chemicals, Mobay Chemical, PPG Industries and the Ohio 

Power Company plants all emit S02, NO, and particulates. According to NOVAA 

(letter, 1989, Appendix A), the total number of businesses in their area of 

jurisdiction registered with Ohio EPA as having sources of air pollutants is 

one-hundred thirty-three (133). Of this number, eighty-eight (88) emit S02; 

eighty-eight (88), NOx; and one hundred fifteen (115), particulates. 


3.2 Land Resources 

The R. E. Burger Plant, located in Belmont County, Ohio, is situated on 

the northwest side of the Ohio River. Belmont County is a part of the 

Appalachian Plateau physiographic province (Fenneman, 1938, p.279). The 

Appalachian Plateau is a broad dissected upland underlain by relatively 

horizontal sedimentary rocks. The hills and ridges are broad and rounded. 

The valleys are deep and narrow along the Ohio River and its main tributaries, 

and shallower and wider near the drainage divides (Berryhill, 1963, p.3). _ 

Belmont County was not glaciated during the Pleistocene, but much of the 

valley fill of the Ohio River is outwash deposited by glacial meltwaters 

(Berryhill, 1963, p.3). 

The exposed rocks of Belmont County were deposited during the 

Pennsylvanian and Permian periods. The strata in ascending order are the 

Conemaugh and Monongahela formations of Pennsylvanian age, and the lower part 

of the Dunkard group, Washington and Green formations, undifferentiated, of 

Pennsylvanian and Permian age. The Conemaugh and Monongahela formations 

underlie the Quaternary age alluvium. The Dunkard group is exposed at the 

tops of hills and ridges (Berryhill, 1963). The Conemaugh formation is 

composed of inter-bedded sandstone, siltstone, shale, red mudstone, clay and 

thin marine and fresh to brackish water limestone. The Monongahela formation 

consists of interbedded sandstones, shale, mudstone, clay, fresh to brackish 

water limestone and coal,beds. The Green and Washington formations, on hills 

above the site, consist of interbedded sandstone, siltstone, shale, mudstone, 

clay, fresh to brackish water limestone and coal beds (Berryhill, 1963). 

The Conemaugh and Monongahela formations underlie the alluvium of the 

Ohio Valley and the fill which was emplaced at the project area during the 

long history of plant construction. Before the construction of the existing 

plant in the 1940’s, the average surface elevation at the SNRB location was 

approximately 640 feet (MSL). At present the average elevation at the SNRB 


location is approximately 658 feet (MSL). Embankments, dikes and structural 

fills were emplaced to about the 658-foot elevation. According to Gilbert 

Commonwealth (1979), the fill consists of clayey and silty sand with gravel, 

coal fragments, cinders and ash. Below the fill the alluvium is composed of 

silty clays overlying sands and gravels containing varying quantities of clays 

and silts (Commonwealth, 1979). The bedrock reported by Commonwealth consists 

of siltstone and limestone interbedded with shale. Appendix B contains 

Sections 2.0 and 3.0 of the report, a location map for the borings, subsurface 

profiles and boring logs prepared by Commonwealth (1979) and located in the 

SNRB demonstration area. Photographs 3.1, 3.2 and 3.3 illustrate surficial 

conditions of the demonstration area. 

According to Hansen (1975), the seismic-risk map of the United States 

includes Belmont County in Zone 0. In Zone 0 no damage can be anticipated 

from earthquakes. The seismic risk map is based on a collection of historical 

earthquake data accumulated over many years. The data imply that, while it is 

not impossible, it is very improbable that Belmont County, Ohio would 

experience a severe earthquake. 

The floodplain map of the R. E. Burger Plant area (Figure 3.2) shows that 

the SNRB demonstration project and the entire plant complex are located in an 

area determined to be outside the 500 year floodplain (National Flood 

Insurance Program, 1988). According to the U.S. Army Corps of Engineers 

(personal communication, 1989, Appendix C), the area of Belmont County located 

at mile 102.5 (measured downstream from Pittsburgh) isalready a disturbed 

area. No wetlands are associated with it. 

The land surrounding the R. E. Burger Plant in Belmont County, Ohio, is 

open land and low density residential (Photos 3.4 and 3.5). There is also an 

active gravel pit (Photo 3.5) and a reclaimed, vegetated mine refuse pile 

(Photo 3.6) to the northwest of the plant. According to the Soil Survey of 

Belmont County, Ohio (Rukel and others, 1981), the soil in the plant area is 

classified as Chili-Urban land complex. This soil type is deep, nearly level 

to gently sloping, well drained land on stream terraces. Appendix D contains 

a copy of the soil map and soil classification information. 

66301/SNRB/JEB/O30689 3-5

Photo 3.2 - Ohio River and 

embankment, SNRB Demonstration 

Al-e= 

Photo 3.1 - Embankment in front 

of the SNRB Demonstration Area 

Photo 3.3 - Aerial View, SNRB 

Demonstration Area and 

embankment

I 

Photo 3.4 - Dilles Bottom, Northwest 

of the R. E. Burger Plant 

I 

Photo 3.5 - Area to the North of 

the R. E. Burger Plant

I 

Photo 3.6 - Gravel pit and reclaimed 

mine refuse pile northwest of the 

R. E. Burger Station 

Photo 3.7 - Potable water well

3.3 Water Resources 

3.3.1 Surface Water 

The proposed SNRB demonstration facility will be located on the R. E. 

Burger plant site, on a plot of land next to the existing Unit No. 5 power 

plant building (Photo 3.3) on the north side of the Ohio River at River Mile 

102.5. At this point the Ohio River drains an area of more than 25,000 square 

miles located in the states of New York, Pennsylvania, West Virginia, Ohio and 

Maryland. The principal tributaries are the Monongahela, Allegheny and Beaver 

Rivers. The river flow past the plant is a function of weather conditions 

over the entire drainage basin of the Upper Ohio River, and local 

precipitation and evaporation have a minor effect. Although the Ohio River 

flows from the north, the river and its tributary, the Monongahela, travel in 

a non-direct U-shaped pattern. The upper reaches of the Monongahela River are 

only 40 miles east of the proposed facility but over 200 river miles 

upstream. Most of the mot-e than 25,000 square miles of drainage basin of the 

Upper Ohio River lie within a 165-mile radius of the R. E. Burger Plant. To 

control the waterways and make them more usable, the Ohio River System has 

been separated into a system of locks, pools and reservoirs. Water is stored 

in the reservoirs to maintain an adequate fresh water supply throughout the 

yS33r. River elevation is also controlled to maintain an adequate water depth 

to ensure the navigability of the Ohio River during low-flow conditions. A”Y 

damage resulting from flooding is minimized as peak flows are reduced. 

The SNRB project area elevation is approximately 658 feet (MSL). Normal 

Hannibal Pool water elevation is 623 feet (MSL). “LOW f 1 ow” of the Ohio River 

is 602.2 feet (MSL) and “ordinary high water” is 630 feet (MSL). Table 3.1 

records the elevation of Ohio River water at mile 102.5 for reoccurrence cycle 

floods and floods of record. Figure 3.2 shows flood zones at the R. E. Burger 

Plant. 

663Ol/SNRB/JEB/O30689 3-10

ELEVATION 

Reoccurrence Cycle 

1 year 

10 year 

50 year 

100 year 

500 year

present-day mining of sand and gravel, highways, residential areas and 

woodlands on the hill slopes which are not in the process of being strip-mined. 

Areas of three states, Ohio, West Virginia and Pennsylvania, are within R 

twenty-five (25) mile radius of the SNRB project at the R. E. Burger Plant. 

The data banks of the Ohio Department of Natural Resources (ODNR) and West 

Virginia Department of Natural Resources (WVDNR) Natural Heritage Programs and 

the Pennsylvania Natural Diversity Inventory were searched for natural areas. 

The ODNR Statewide Comprehensive Outdoor Recreation Plan (SCORP) data base was 

also researched for parks and natural areas. Personal contacts were made with 

the Pennsylvania Fish Commission, The Pennsylvania Game Commission, the 

Pennsylvania Department of Natural Resources, Washington County (PA) 

Conservation District, Wheeling (WV) Park Commission and the West Virginia 

Department of Natural Resources. Fifty three (53) natural areas and parks 

were identified within twenty-five miles of the site (Figure 3.2). Table 3.2 

lists these areas. Appendix F contains letters and other information. 

According to the U. S. Fish and Wildlife Service (Appendix F), there are 

no federally designated critical habitats within twenty-five (25) miles of the 

R. E. Burger Plant. There is, however, one historical record of a federally 

listed Endangered Species, Isotria medeoloides (small-whorled pogonia orchid) 

in the Rogersville quadrangle (USGS), PA. The Fish and Wildlife Service also 

reports that an area in Pennsylvania within twenty-five (25) miles of the site 

may include the range of Haliaeetus leucocephalus (bald eagle), Falco 

pereerinus anatum (American peregrine falcon), Falco pereerinus tundrius 

(Arctic falcon), Mvotis sodalis (Indiana bat) and & concolor couear 

(Eastern cougar, which may be extinct) (Appendix F). 

According to the ODNR Natural Heritage Data Base, two (2) plant species, 

which are proposed for federal listing, Cirsium hillii (Hills pasture thistle) 

and Svnandra hispidula are found in Ohio within twenty-five (25) miles of the 

site. Three (3) state endangered, twenty (20) threatened state plants and 

eighteen (18) potentially threatened plant species (Appendix F) are found 

within twenty-five (25) miles of the site. The ODNR has not compiled records 

of numbers of identified plant species. 

66301/SNRB/JEB/O30689 3-12

LEGEND 

m 

5’ 

WAYNE NATIONAL FOREST 

APPROXIMATE LOCATION OF PARKS OR o 2~ 

NATURAL AREAS LISTED IN TABLE 3.2 

FE= 

OkI. 

-------I- 

CARROLL 

I 

__------- 

MARSHALL 

3 

60% 

cnv~!‘rionmental 

desvgn 

NATURAL AREA; IN THE 

R.E. BURGER PLANT 

a gfoup 

REGIONAL ENVIRONMENT 

\ \ \ 

ALLEDHENY 

FIGURE 3.3

Reference 

Number Area Name 

TABLE 3.2 

NATURAL AREAS IN THE REBP REGIONAL ENVIRONMENT 

1 Emerald Hills State Nature preserve1 74 

2 Collins Woods1 20 

3 Dysart Woods1 456 

4 Raven Rocks1 1,079 

5 Sunfish Creek State Forest1 637 

6 Rothenbuhler Woods1 44 

7 Davis caves1 117 

8 Wayne National Firestl 14,853(1/2) 

9 Monroe lake State Wildlife ~real 1,333 

10 Barkcamp State Park1 1,122 

11 Bethesda Reservoir2 14 

12 Camp Cooney2 58 

13 Camp Lewis B.S.A.2 100 

14 Epworth Park Camp2 36 

15 Hillandale Park2 14 

16 Hill View Park2 13 

17 Lafferty Park2 10 

18 Lions Club Camp2 5 

19 Maynard Park2 4 

20 Memorial Park2 16 

21 Schulr Park2 2 

22 St. Clairsville Reservoir2 20 

23 Veteran’s Memorial Park2 100 

24 Powhattan Point Park2 6 

25 Camp Leatherwood 499 

26 Piedmont Lake2 695(1/3) 

27 Antioch Sportsmans Park2 21 

28 Beallville Sportsman’s Park2 387 

29 Clairington Surplus Supply2 259 

30 Kiedaish Point2 190 

31 Piatt Park2 119 

32 Tinkers Dam2 71 

663Ol/SNRB/JEB/O30689 3-14

Reference 

TABLE 3.2 

NATURAL AREAS IN THE REBP REGIONAL ENVIRONMENT 

(continued) 

Number Area Name ACreace 

33 Ryerson Station State Park3 1,164 

34 Dutch Fork Lake4 589 

35 E. Findley Township Park' N/A 

36 Four Seasons Campground6 N!A 

37 Apton Acres6 250 

38 PA State Game Land #2325 843 

39 PA State Game Land #2455 3,038 

40 PA State Game Land 1/17g5 5,329 

41 PA State Game Land 8302~ (Enlow Valley) 930 

42 Buffalo Creek4 N/A 

43 Brush Run4 N/A 

44 Dunkard Fork4 N/A 

45 Middle Wheeling Creek4 30 

46 Brooke Hills Park7 400 

47 Grandview Park7 650 

48 Wheeling Park' 406 

49 Oglebay Park7 1,500 

50 Bear Rock Lake8 242 

51 Castleman Run Lake8 133 

52 New Martinsville Pond' 2 

53 Burches Run Lake8 54 

(l/2) approximate portion of area within 25 miles 

1 Identified by ODNR Natural Heritage Program 

2 Identified by ODNR SCORP Date Base 

3 Identified by Penna. DER 

4 Identified by Penna. Fish Commission 

5 Identified by Penna. Game Commission 

6 Identified Washington County, PA Conservation District 

7 Identified by Wheeling, WV, Park Commission 

8 Identified by West Virginia Department of Natural Resources 

663Ol/SNRB/JEB/O30689 3-15

The WVDNR Natural Heritage Program reports sixteen (16) plant species 

which are rare at the state level (Appendix F). West Virginia has not 

compiled data about identified plant species. 

The Pennsylvania Natural Diversity Inventory reports three (3) state 

endangered and two (2) rare plant species (Appendix F) within twenty-five (25) 

miles of the plant. Pennsylvania also has not compiled data about identified 

plant species. 

The ODNR Natural Heritage Program data bank identified one (1) animal 

species, Crvotobranchus alleaaniensis (hellbender), proposed for federal 

listing. This species has been identified within twenty-five (25) miles of 

the plant. The data bank also reports a turkey vulture roost in the Piedmont 

(USGS) quadrangle and a great blue heron colony in the Summerfield (USGS) 

quadrangle (Appendix F). The ODNR has not compiled lists of identified 

animals in Ohio, but their recommended source books (Gottschang, 1981; Conant, 

1951; Hicks, 1935) identify at least one hundred forty-eight species of birds, 

mammals and reptiles in Belmont County. The West Virginia Department of 

Natural Resources Heritage Data Bank reports three (3) state listed bird 

species in the Bethany (USGS) quadrangle. Tvto alba (barn owl) and Q.& 

americana (Chimney swift) are recorded to have nested in this area. An Ardea 

herodias (great blue heron) rookery is also reported in the Bethany (USGS) 

quadrangle. u hudsonius (meadow jumping mouse) is reported in the Porters 

Falls (USGS) quadrangle. Information from the WV Wildlife Division program, 

Run Wild, indicates at least two hundred seventy-nine (279) species of birds, 

mammals and reptiles have been identified in the counties of the West Virginia 

Panhandle. Additionally, at least ninety-three (93) species of amphibians, 

fish and mollusks have been identified in the panhandle area. 

According to the Ohio State Historic Preservation Office, because the 

site has been a power plant since 1944 and is disturbed, there are no 

properties eligible for the National Register of Historic Places (Appendix G). 

The area is also located on a point bar of a meander on the Ohio River and 

therefore consists of relatively young sediments deposited by the Ohio River. 

66301/SNRB/JEB/O30689 3-16

3.5 Socioeconomic Resources 

The R. E. Burger Plant is located in Mead Township, Belmont County, Ohio, 

near the unincorporated settlement of Dilles Bottom, Ohio. The plant is on 

the northwest bank of the Ohio River across from Moundsville, West Virginia. 

Dilles Bottom is located approximately 10 miles downriver (south) from 

Wheeling, West Virginia and approximately 5 miles upstream (north) from 

Powhatan Point, Ohio. Economic development near the plant has lagged, 

resulting in population declines and high unemployment both in Ohio and in 

West Virginia near the plant. The population of Mead Township (7,038 in 1980, 

est. 6,840 in 1986) and of Belmont County (82,569 in 1980, est. 78,200 in 

1986) has declined since 1980. The unemployment rate in Belmont County 

(average 10.0 percent in 1987) has been higher than both the statewide and 

national rate (7.0 percent and 6.2 percent, respectively, in 1987)(OMEGA, 

1988). Coal is purchased primarily from suppliers in eastern Ohio, but also 

from suppliers in western Pennsylvania and in West Virginia, and is 

transported to the plant by barge and truck. 

The population of Moundsville, West Virginia in 1980 was 12,419; by 1986, 

the population had declined to 11,590 (est.). Over the same time period, the 

population of Marshall County declined from 41,608 to 39,200 (est.). The 

unemployment rate in Marshall County was higher than the statewide rate in 

1986 (10.8 percent v. 9.1 percent) but lower than the statewide rate in 1987 

(7.7 percent v. 8.0 percent) (W. Va. Dept. of Commerce, personal 

communication, February, 1989). 

Means of transportation of materials and manpower to the plant include 

Ohio State Route 7 (for trucks) and the Ohio River (for barges). A rail line 

owned by CSX Transportation serves the plant, but is used only by the plant 

operator for hauling ash within Ohio Edison property. Coal and other 

materials utilized by the plant are not delivered by rail. 

3.6 Enerev and Materials Resources 

The resource of primary interest for SNRB is limestone. SNRB will have 

no effect on the R. E. Burger Plant’s coal utilization because a side stream 

663Ol/SNRB/JEB/O30689 3-17

will be utilized. Total production of limestone and dolomite in Ohio in 1987 

was approximately 46 million tons. There were 72 companies at 106 operations 

in 50 Ohio counties, with nearly 40 percent of the production occurring in 

five counties (Franklin, Erie, Sandusky, Ottawa and Wyandot, in order of 

production) (Ohio Div. of Geol. Survey, 1988). Of the total limestone and 

dolomite production, 1.9 million tons of lime was produced by operations in 

three Ohio counties, all in the northern part of the state (Ottawa, Sandusky 

and Wyandot) (Ohio Div. of Geol. Survey, 1988). In West Virginia, there were 

32 quarries which produced approximately 10 million tons of limestone in 

1987. Only one operation produces lime (in Pendleton County), in part because 

limestone of sufficient quality for lime production occurs only in the eastern 

panhandle of the state and in a 30-mile wide strip along the eastern boundary 

of the state (West Virginia Geological and Economic Survey, February 1989, 

personal communication). 

663Ol/SNRB/JEB/O30689 3-18

4.0 CONSEOUENCES 

4.1 Imoacts of the PrQoosed Action 

Demonstration of the SNRB technology in a pre-NSPS utility boiler has the 

potential to impact the environment. The text below presents the probable 

consequences both of construction and of operation of the SNRB facility. 

Where adverse impacts are projected, plans for mitigating adverse impacts also 

are discussed. In that way, it will be shown that the SNRB facility will have _ 

no significant adverse EHSS impacts. 

4.1.1. Atmosoheric Imoacts 

The SNRB technology project is of insufficient scale to have an impact on 

meteorology in the R. E. Burger Plant area. During construction, the only air 

emissions are expected to be fugitive emissions from equipment installation. 

Emissions of asbestos fibers may occur during boiler tie-in work; such 

emissions will be minimized by wetting and other steps, including 

encapsulation of asbestos waste, required by applicable regulations. The area 

affected by the installation of the sorbent silo, high-temperature baghouse 

and heat recovery unit will be less than three-tenth acre. Therefore, 

fugitive emissions resulting from construction are expected to have a 

negligible impact upon air quality. Transportation requirements for the R. E. 

Burger Plant will increase from sixty (60) to a maximum of sixty-five (65) 

trucks per day. This negligible change should have no impact upon air quality. 

Several air quality impacts are anticipated during project operations. 

Emission rates of NOx, SO2 and particulates in the S-MWe slipstream from 

Boiler No. 8 are expected to decrease by 87 percent NO*, 90 percent SO2 and 

99.8 percent of particulates. 

Dust control measures will be used to prevent fugitive emissions of 

flyash, calcium sulfate/sulfite and/or sodium sulfate/sulfite, lime (CaO) 

and/or sodium carbonate and inerts during transport to landfill. 


The handling and use of dry, calcium-based sot-bents presents several 

unique considerations. Sot-bent handling requires special care to prevent 

breathing of the dust or contact with eyes, since the sorbent is not only 

abrasive, but alkaline. Also, the potential exists for fugitive dust 

emissions during the transportation and storage of sorbents. To minimize 

fugitive emissions, a dustless pneumatic handling system will be used. 

Sorbent will be transported to the site in fully enclosed tanker trucks and 

will be transferred pneumatically to the sorbent storage tank. The only 

exposure of the sorbent to the atmosphere will be through high efficiency bin 

vent filters in the storage silos. If a need arises for workers to hahdle 

sorbent, mitigating measures to minimize risks to workers will include 

mandatory use of protective apparatus such as enclosed safety goggles and 

inhalation dust filters. 

4.1.2 Noise Imvactq 

Noise from the addition of the SNRB demonstration facility will be 

generated mainly by construction activities. No state or local regulations 

apply to noise from construction activities. It can be expected that there 

will be some impact on the approximately 30 residences north of Route 7. 

However, those residences are approximately one-half mile from the facility 

location and will be affected more directly by traffic noise from Route 7 

(including construction traffic associated with SNRB). Construction will be 

short-term and will not have a lasting effect on noise levels. Construction 

will also occur against a background of the ambient operational noise from 

other power plant activities. Incremental operational noise from the SNRB 

project will be negligible in comparison to current plant noise and will have 

no effect on residential areas north of the plant. Because there are no 

residences in close proximity to the plant, no significant noise impact is 

expected. 

4.1.3. Land Imoac t s 

All construction activities will occur on-site. Thus, no land impacts 

beyond plant boundaries are expected. 


\ Fly ash, spent sorbents, and construction debris after site restoration will 

be transported dry to a permitted off-site landfill. This involves the use of 

land that has already been allocated for waste disposal. Within the 23-county 

Southeast,District of Ohio EPA, there are 25 licensed landfills, 15 of which are 

municipal landfills which can accept waste from the demonstration project. 

The project is not expected to have any land impacts beyond plant 

boundaries. Therefore, there should be no archaeological, cultural, or historical 

impacts of the project. 

4.1.4 Water Imuacts 

No water will be used in the SNRB demonstration project process and none 

released to the environment. The construction area is very small (less than 0.3 

acre) and excavation will be minimal. Diversion berms will be constructed around 

the excavated areas to prevent any run-off. Stormwater within the excavated areas 

will seep into the permeable fill. If necessary, silt fences will be installed to 

filter any run-off. There will be no stream diversions during construction. The 

only use of ground water will be for drinking water purposes. The demonstration 

project will be located at elevation 658 feet (MSL), which is outside the loo-year 

floodplain. 

4.1.5 Ecoloeical Imuacts 

No ecological impact will occur at the site. There is no vegetation on the 

site. Excavation will be made, but run-off will be controlled. The Ohio River 

should not be impacted by construction or operation of the SNRB demonstration 

project. 

Construction activities will contribute some noise and fugitive dust 

emissions to the environment. The noise and dust will be minimal and of short 

duration. 

Transportation requirements will increase slightly (1 to 5 trucks per day). 

This is insignificant in comparison to the approximately sixty (60) trucks per day 

currently servicing the plant. 


The proposed action is not expected to affect any of the fifty-three (53) 

park and natural areas, or plant and animal species within twenty-five miles 

of the project except in a positive way. There should be a reduction in SO2 

and NO, emissions, and, therefore, an improvement in air quality. 

4.1.6 Socioeconomic ImDacts 

The labor requirements for the SNRB project were described in Section 

2.1.3.3(C). The total amount of labor required from the local community is 

expected to be about 45,000 man-hours for construction (see Table 2.4), which 

will be spread over a twenty-four week (six months) equipment construction 

period. This requirement will involve a maximum of 60 workers on site at any 

one time. Operation of the SNRB demonstration facility will be conducted by 4 

to 6 engineers and/or technicians from Babcock 6 Wilcox; after the field test 

program (approximately twelve months), B h W personnel will not be on site. 

No additions to the R. E. Burger Plant permanent work force will occur during 

or after the SNRB demonstration. Similarly, site restoration will involve no 

permanent change in the work force at the R. E. Burger Plant. The restoration 

work force will consist of approximately 15 people per day for four months. 

No impact on housing or other support facilities is anticipated because the 

work force during construction and restoration will come from the area’s 

existing labor force. Construction of SNRB should have a small positive 

impact upon the economy of Belmont County, Ohio and Marshall County, West 

Virginia because of the purchase of construction materials from local 

suppliers and because of the employment of construction workers during both 

construction and restoration. 

As described in Section 2.1.3.3, a maximum of five truck loads per day, 

with an average of less than one truck load per day, will be required for 

delivery of materials. The same amount of truck traffic will occur during the 

four-month site restoration. Since the current traffic volume averages 60 

trucks per day for deliveries to the R. E. Burger Plant and 430 trucks total 

per day on local roads, this will represent an insignificant impact on 

transportation facilities. 

Automobile traffic associated with construction and restoration also is 


described in Section 2.1.3.3 (Table 2.5). A maximum of 60 vehicles per day 

can be expected during the general installation phase and only ten to fifteen 

vehicles per day can be expected during foundation installation and during 

site restoration. When compared with the average daily traffic of 7110 

vehicles on roads leading to the R. E. Burger Plant, this will be an 

insignificant impact. Similarly, there will be no significant impact on the 

plant’s parking lot because sufficient space exists to accommodate the extra 

vehicles. 

There are no impacts predicted to occur on aesthetic conditions or 

cultural features, including tribal or religious practices near the R. E. 

Burger Plant. The addition of the demonstration plant will not change the 

plant’s mass or other visual features, and there are no cultural features 

which will be affected in any manner by construction or operation of the 

demonstration plant. 

4.1.7 Enerev and Materials Imuactq 

The estimated increase in electrical power consumption due to SNRB is 

about 790 KW, at maximum expected operating conditions. Although this rate of 

electrical consumption is not negligible, it represents less than 0.3 percent 

of the total net demonstrated capacity of Unit 5 and less than 0.1 percent of 

the total net demonstrated capacity of the R. E. Burger Plant. The additional 

energy requirement, therefore, will have no significant impact on the 

availability of electrical power beyond the plant’s boundaries. 

Sorbent usage during operation of the SNRB facility is an area of 

possible materials impact. No significant impact is predicted because the 

amounts of sorbent which will be used (see section 2.1.3.3 (D) - approximately 

860 tons of lime and 165 tons of sodium bicarbonate) are not substantial in 

comparison with the available supply. For example, the amount of lime to be 

used represents only 0.04 percent of the annual production of lime in Ohio 

(see section 3.6). 

Similarly, the amount of ammonia to be used, approximately 14,000 gallons 

of liquid anhydrous ammonia, represents an insignificant percent of the annual 


national production capacity of anhydrous ammonia (16,800,OOO Short Tons 

annually, 1986 through 1989). Therefore, operation of the demonstration 

facility will have no significant impact on ammonia availability. 

Fuel oil will be used in the combustor to heat the flue gas while lime is 

used as sorbent. The amount of fuel oil which will be consumed, 108,000 

g3llO”S, is insignificant in light of the available supply. 

4.1.8 Impact Summary 

In summary, no significant EHSS impacts are anticipated during the 

construction and operation phases of the SNRB demonstration facility, other 

than the beneficial impact of the reduction in S02, NO, and particulates 

emissions. Disposal of the SNRB demonstration facility at the end of the 

demonstrations would result in the same types and levels of impact associated 

with on-site construction activities, i.e., minimal to no EHSS impacts are 

anticipated for any of the disposition activities, if such are required. 

4.2 Impacts of the Alternative% 

This subsection addresses three alternatives to the proposed action: no 

action, the use of alternative technologies and the use of alternative sites. 

4.2.1 No Action 

Under this alternative, the SNRB demonstration facility would not be 

installed at the R. E. Burger Plant. As a result, environmental conditions at 

the site would be no different than existing conditions. In particular, NO,, 

SO2 and particulate emissions would remain unchanged from current operating 

conditions. The beneficial impact of reducing chose emissions from Unit 5 

would be foregone. Testing of the technologies utilized in SNRB would be 

conducted, if at all, at other power generating steam plants. The opportunity 

LO demonstrate a technology which could lead to increased use of high-sulfur 

coals produced in the East and Midwest would be foregone. 


4.2.2 Alternative Technolocies 

Installation of alternative S02/NO, emission control technologies would 

not provide DOE with information on the effectiveness of SNRB. In particular, 

information would be lacking on the effect of SNRB on flue gas from a utility 

coal-fired boiler. The alternative technologies described in section 2.2.2, 

on the other hand, are being tested in other applications which are generating 

data to be used in evaluating the alternatives. Therefore, installing 

alternative technologies is not a practical option and requires no further 

impact analysis. 

4.2.3 Alternative Sites 

No alternative sites are considered by the applicant because the R. E. 

Burger Plant offers the necessary combination of an operating steam cycle, 

ownership by the utility co-sponsor, site approval and environmental permits, 

and access to required materials and resources. If alternative sites are 

considered for commercial application of SNRB, environmental impact will be a 

key factor in site selection and will be addressed in separate assessments for 

any installation assisted by federal funds. 

66301/SNRB/JCP/O30689 4-7

5.0 REGULATORY COMPLIANCE 

This section identifies only those current permit requirements which must 

be met by the R. E. Burger Plant which may be affected by the SNRB 

demonstration facility. Because there will be no water discharge from the 

demonstration facility, the plant’s water discharge is not material. 

5.1 Reeulations and Permit Reauirements 

SNRB will be demonstrated on a slipstream from Unit 5, boiler No. 6 at 

the R. E. Burger Plant. Therefore, the plant’s current permits and regulatory 

compliance are of interest. 

5.1.1 A;r 

The State of Ohio Environmental Protection Agency (Ohio EPA) has issued 

to Ohio Edison permits to operate an air contaminant source for operation of 

boiler No. 8, for boilers No. 7 and 8 flyash handling system, for the plant’s 

flyash disposal pond, for the plant’s coal handling system, for the plant’s 

coal piles and for the plant’s roadways and parking areas. As described in 

section 2.1.3.3, there will be no uncontrolled air emissions from the 

demonstration facility. Instead, there will be decrease in emissions of NOx, 

SO2 and particulates. The permit for boiler No. 8 allows emissions of 0.1 

pounds of particulate matter and 9.02 pounds of sulfur dioxide per million BTU 

actual heat input. NO, emissions are not limited by the permit. Al though 

there may be a minor amount of ammonia which is emitted into the flue (less 

than 0.5 ppm), the projected mass balance shows that the amount of nitrogen 

oxides emitted into the flue gas upstream of the ESP will be less than the 

incoming stream (see section 2.1.3.3, Project Discharges). Because of the 

decrease in emissions from boiler No. 8 when SNRB is operating, the 

demonstration facility should have a beneficial effect on emissions. No 

modification to the permit will be required. 

The air permit for the plant’s roadways and parking areas requires only 

that Ohio Edison employ good housekeeping practices and clean up any spilled 

material and, for unpaved areas, “se water spray and speed controls to 

663Ol/SNFiB/JCP/O30689 5-l

minimize dust. Those requirements will continue to be met during the 

construction and restoration phases when additional traffic from construction 

workers will be utilizing the roadways. Therefore, no modifications to the 

permit will be required. 

The demonstration facility will have no effect on the other air permits 

described above. 

5.1.2 Drinking Water 

The R. E. Burger Plant’s potable water system is regulated by Ohio EPA as 

a public water system under Ohio Administrative Code (0.A.C.) 3745-81. The 

most recent Ohio EPA evaluation of the plant’s water supply system, in 

February 1988, required only that the system be monitored at least quarterly 

for coliform bacteria. No limitations were placed on use of the system. 

Therefore, the additional workers on-site during construction, operation and 

demolition will not require any modification to the water supply system. 

5.1.3 Spill Prevention 

Ohio Edison maintains a Spill Prevention Control and Countermeasure Plan 

(SPCC Plan) as required by 40 CFR Part 112 for facilities which are near 

navigable waters and which store and consume oil and oil products. Because 

the SNRB demonstration facility may include additional on-site storage of fuel 

oil (see section 2.1.3.31, the information in the SPCC plan regarding the 

maximum amount of fuel oil that could be at the plant site may need to be 

changed to reflect the temporary fuel oil storage tank. Such a modification 

would be necessary only if addition of the capacity of the tank would 

“materially affect the facility’s potential for discharge of oil” into the 

river (40 CFR 112.5(a)). Such a modification, if required, can be 

accomplished by amending the SPCC plan and would not require any permit or 

approval by a regulatory agency. 

5.1.4 Solid Waste 

None of the solid waste streams (spent sorbent, reaction products, 


inerts, catalyst and bags) from the demonstration facility is classified as 

hazardous waste. Therefore, the solid waste can be disposed at licensed 

off-site landfills. No permit will be required of the sponsor for disposal of 

those materials. The waste will be disposed in compliance with federal and 

state law. 

5.1.5 Other 

Because all equipment associated with the SNRB facility will be installed 

within the boundaries of the R. E. Burger Plant, existing land use will remain 

and local zoning is not a concern. Because the SNRB facility will be located 

outside the 500-year floodplain, compliance with E. 0. 11988 (Floodplain 

Management) is not required. As noted in section 3.2, there are no wetlands 

at the site. Therefore, no section 404 dredge or fill permit is required. 

Construction permits for installation of the equipment, if required, will 

be obtained from local authorities. 

In general, it is anticipated that the SNRB demonstration facility can be 

constructed, operated and removed in an environmentally sound manner in 

complete compliance with all applicable environmental regulations and without 

imposition of extraordinary control measures. 


6.0 INFORMATION TO DETERMINE EHSS IMPACTS 

Three aspects of SNRB are of potential importance for data collection 

during operation of the demonstration facility. The aspects are composition 

of the flue gas stream after SNRB and before the existing ESP, characteristics 

of the solid waste stream (both baghouse solids and spent sot-bent), and 

exposure of workers to chemicals regulated by U.S. OSHA. The first will be 

monitored to determine the pollutant removal effectiveness of SNRB. The other 

two may be monitored to determine whether operation of the demonstration 

facility will have any adverse effects as determined by applicable regulations 

and standards. The design of the monitoring will be described fully in the 

Environmental Monitoring Plan for SNRB, to be published separately. 

663Ol/SNRB/JCP/O30689 6-l

7.0 ENVIRONMENTAL MONITORING PLAN OUTLINE 

Upon acceptance of the Environmental Information Volume and finalization 

of project monitoring plans by project sponsors, a detailed Environmental 

Monitoring Plan (EMP) will be developed. The EMP will address those 

environmental issues identified in Section 6. The EMP outline is presented 

below: 


1.1 Purpose 

1.2 Approach 

1.3 Schedule and Organization 

1.4 Report Organization 

2.0 SUMMARY 

3.0 AIR MONITORING 

3.1 Return Gas Monitoring 

3.1.1 Monitoring Parameters 

3.1.2 Rationale for Parameters 

3.2 Ambient Monitoring 

3.2.1 Monitoring Parameters 

3.2.2 Rationale for Parameters 

3.3 Quality Assurance/Quality Control 

4.0 SOLID WASTE MONITORING 

4.1 Waste Sorbent/Ash Mixture Monitoring 

4.1.1 Compositional Monitoring 

4.1.2 Leachate Monitoring 

4.2 Quality Assurance/Quality Control 

5.0 HEALTH AND SAFETY CONSIDERATIONS AND MONITORING 

5.1 Lime Handling 

5.1.1 Monitoring Requirements 

5.2 Waste Sorbent/Ash Handling 


66301/SNRB/JCP/O30689 7-l

5.3 Ammonia Handling 


5.4 Catalyst Handling 


6.0 INFORMATION MANAGEMENT AND REPORTING 

6.1 Management and Procedures 

6.2 Compliance and Supplemental Monitoring Data Flows 

6.2.1 Air Monitoring - 

6.2.2 Solid Waste Monitoring 

6.2.3 Health and Safety Monitoring 

6.3 Data Management and Reporting Techniques 

7.0 ENVIRONMENTAL MONITORING PLAN RESOURCE REQUIREMENTS 


8.0 LIST OF PREPARERS AND PROFESSIONAL OUALIFICATIONS 

Joan E. Brasaemle 

B.S. in Biology, The University of Akron 

M.S. in Geology, The University of Akron 

Ten years of experience in environmental geology and biology including site 

assessments, soil and ground water investigation and teaching and research at 

the university level. Geologist with Environmental Design Group, Inc. 

R. Charles Larlham 

B.A. in Biology, Hiram College 

M.S. in Ecology/Environmental Sciences, Utah State U. 

Eighteen years of experience dealing with a number of environmental issues 

including planning, assessment and industrial waste disposal. Senior 

Ecologist with Environmental Design Group, Inc. 

Timothv M. Mathews 

B.S. in Chemistry, The University of Akron 

M.A. in Urban and Regional Planning, The University of Akron 

M.S.C.E. in Environmental Engineering, The University of Akron 

Class III Wastewater Plant Operator, Operator Training Committee of Ohio. 

Seventeen years experience in water and wastewater quality analysis and plant 

operations, wastewater treatment facility planning, industrial waste 

pretreatment, spill prevention and contingency planning, and hazardous 

materials handling. Associate, Environmental Design Group, Inc. 

John C. Pierson 

A.B. in Social Relations, Harvard University 

M.A. in Urban Studies, The University of Akron 

J.D., The University of Akron School of Law 

Attorney at Law, State of Ohio 

Fifteen years of experience in environmental planning, including facility and 

property assessments, hazardous and solid waste management and planning, and 

legal opinions concerning environmental regulations. Staff Counsel with 


663Ol/SNRB/JCP/O30689 8-O

REFERENCES 

1. Berryhill. Henry L., Jr.; 1963; Geology and Coal Resources of Belmont 

County, Ohio: U.S. Geol. Survey Prof. Paper 3800, 113 p. 

2. Braun, E. Lucy; 1950; Deciduous Forests of Eastern North America; New 

York: The Free Press. 

3. Conant, Roger; 1951; The Reptiles of Ohio; University of Notre Dame .Press; 

284 p. 

4. Fenneman, N. M.; 1938; Psysiography of the Eastern United States: New 

York, McGraw-Hill, 714 p. 

5. Gottschang, Jack L.; 1981; A Guide to the Mammals of Ohio; OSU Press in 

Cooperation with the Ohio Biological Survey; 176 p. 

6. Hansen, Michael C.; 1975; Earthquakes in Ohio; folded leaflet; O.D.N.R., 

Div. of Geological Survey. 

7. Hicks, Lawrence Emerson; 1935; Distribution of the Breeding Birds of Ohio; 

Ohio Biological Survey Bulletin No. 32, Volume VI, No. 3, O.S.U. Press; 

p. 125-190. 

a. National Flood Insurance Program; 1988; FIRM Flood Insurance Rate Map, 

Belmont County, Ohio, Unincorporated Areas, Panel 226; Federal Emergency 

Management Agency, 1 sheet. 

9. National Flood Insurance Program: 1988; FIRM Flood Insurance Rate Map, 

Belmont County, Ohio, Unincorporated Areas, Panel 228; Federal Emergency 

Management Agency; 1 sheet. 

10. NOVAA; 1987; How Clean is Our Valley: North Ohio Valley Air Authority, 

Annual Report: 20 p. 

66301/SNRB/JEB/030689

11 Ohio Department of Transportation; 1988; Traffic Survey Report of the 

State Highway System, District 11. (Belmont County statistics at p. l), 

ODOT Bureau of Technical Services, Columbus. 

12 Ohio Mid-Eastern Governments Association (OMEGA); 1988; Population Counts 

and Estimates for Ohio and Counties 1960-1987 and Unemployment Rates for 

the OMEGA District; tabular data sheets; Cambridge, Ohio; 2 sheets. 

13. Rubel, Neil, Jenny, Paul C., and Plunket, Michael K.; 1981; Soil Survey of 

Belmont County, Ohio; United States Department of Agriculture, Soil 

Conservation Service, in cooperation with Ohio Department of Natural 

Resources, Division of Lands and Soil and the Ohio Agricultural Research 

and Development Center. 

66301/SNRB/JEB/030689

APPENDICES

APPENDIX A 

NOAA Surface Winds Data - Wheeling, WV 

NOVAA, 1987, Report 

NOVAA, 1989, Letter

0 

E 

0 

5 

z 

2 

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F 

: .E 

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2 

II 

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3 

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: 

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: 

: 

f 

: 

* 

: 

: 

: 

: 

: 

: 

: 

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: 

, 

: 

: 

: 

: 

* 

: 

* 

: 

: 

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: 

: 

: 

f 

: 

: 

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: 

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At a later date, the normal Ohio River level was raised to 

elevation 623' due to various river regulation schemes by the Corps of 

Engineers. 

3.2 Subsjurfsce Conditions 

Tine szbsxrface condi" i,ons :ri:hin the area of proposed con- 

strxtion (ta the irest of Units C arc 5) are fairly unifa= and sub- 

surface praiiies drawn on north-south lines frcn the borings in this 

investigation do not differ substantially frcm a section drawn from 

borings A-D drilled in lgji. 

The site in ceneral is overlain by scme 15-23 feet of fill 

mater ials. The upper i-3 feet appear to be a mixture of cinders, ash, 

coal, gravel, and some sand. Underlying this upper fill material is a 

silty and clayey fine sand fill with varying amounts of ash, coal frag- 

;E;ts, cinders, fine gravel, and in some areas Hood chips. In boring 

i -, ash was encountered at a death of 8 feet (El. 650') and extended 

down to elevation 640' which appear; to be the original ground. 

The fill materials as enccuntered in the four borings drilled 

frcn plant grade level (5-l to 6-t) aocear to be varia5le in denseness 

and con:osi:ion and ranges frcm Dense to Very Loose. The fill tends to 

be more dense and granular near the chimney and appears to beccme mor2 

irregular in ccncosition and denseness towards the *west. In Bcrings S-2 

and B-J, a perchec! water table was encountered at 8' and 10' death 

res;ect?vely. In borings B-1 and 6-3 it appeared that a 2-3 foot s2c- 

ticn of fill was saturated. A nu,mber of pH tests shc?,s the fill to be 

variably acidic and hence corrosive. 

Underlying the fill is a dark gray to biack medium plastic 

organic clay with lenses of dark grry silt. The clay is soft at the 

fill interface due to the perched water table, but grades to stiff with 

depth. It appears from observaticns in the field during the drilling 

prcgran that a coarse gravel or crushed rock or cinders had been worked 

into this organic layer, most probably during constructicn in the 56's 

to provide a surface for construction eoui;nent. This dark gray organic 

stratum was encountered in all borings at plant grade (B-1 to B-G) and 

was encounsered at elavation 640' + l', varying in ;hic!kness from 2-4 

f22t. It is probable that this layer has 5een formed in a shallcw pond 

environment ,winere impeded drainage has creeted an environment of organic 

decay, and where fine sediments (clay and silt size) have settled Sub- 

sequent to river floods or been transoorted bv surface erosion and 

runcff into the pond. It is assumed that a riverbank ridge has existed 

in this area in the historical past, and that this organic clay layer 

does not extend past this ridge.

Underlying this clay layer is a tan, moderately plastic, 

inorganic clay. T'ne clay was encountered at elevation 637' 5 1' in 

borings B-l to B-4 and extended down to elevation 625' + 2'. Tne clay 

is highly over-consolidated due to dessication effects and has variable 

strength decreasing with depth towards the Ohio River level (623' +). 

Dessication cracks infilled with fine sands were evidenced in some-soil 

samples extracted in the borings and also showed up on the sieve analy- 

sis tests petioned on selected soil samples. This clay has formed the 

riverbank in the geological past and has been hardened by drying and 

wetting seasons. The dessication effects as evidenced by strength, 

over-consolidation, and fine sand infill have introduced some vertical 

lines of weakness that may influence the behavior of the clay mass under 

changed str2ss conditions. The extent and influence of these dessica- 

tion cracks is near impossible to realistically evaluate, but must be 

considered as a risk in slope stability and lateral pressure evaluations. 

This clay was also encountered in boring B-5 (30-40' from 

river) between elevations 629' and 623'. It was correlated to the above 

clay stratum by Atterberg Limit Tests. however, the clay at this location 

was soft , of low strength, with a mcistur 2 content higher than the 

liquid limit of the clay. 

Underlying this tan clay is a stratum of tan silty and clayey 

sand that occasionally grades to silty and sandy clay. The stratum is 

very loose to soft., saturated, with low plasticity. Plasticity index 

ranges from 4-6 percent. This layer appears to be of uniform thickness 

near the riverbank, extending from elevation 625' + 2' to about 605' + 

1'; but tapers off in thickness towards the north.- In boring B-l it was 

not encountered, whereas in boring R-2 it was present over a 5-6 foot 

depth int2rdal. The same trend was evidenc2d in the lg51 borings A, 5, 

C, and D. 

Underlying the loose sands and soft clay is a variable stratum 

of silty and clayey-river gravels that occasionally grades into coarse 

sands. The stratum extends down to bedrock which was encountered at 

elevation 573' + 1' in all borings. The river gravels vary in denseness 

from loose to d;nse, but may be classified as medium dense gravel. The 

top of the gravel layer falls towards the river frcm an elevation of 

632' (Earing D, lgS1) to about 625' * at boring locations C (lgsl), B-l 

and B-2 (107g), and scnewhere be?,jeeT thes2 thr22 borings and borings 3 

(lgsl), E-3 and B-4 (lgig), the top of the gravel falls to elevation 

605' + 1'. It appears that the contours of this gravel layer represents 

an 017 river bed that was later subjec' L to sediment deposition in a lake 

environment.

Tine bedrock encountered at elevations 573' + 1' were light 

gray, massively bedded fine grained siltstones and limestones. Dark 

gray shale parsings (l/4" - 2" thick) were &served at irregular int2r- 

vals (l-3 feet). In two borings, a lo-12 inch section of soft shale and 

siltstone was encountared. 

3.3 Environnental Conditions 

The R. E. Burger plant sit e is located on the inside of a bend 

in the Ohio River. At the part of the plant site considered for con- 

structlon, the flow of the river goes in a westerly direction and the 

river plain lies ta the north. Tine Ohio River Valley section is fairly 

narrow in this area. Across the river frcm the plant, the limestone 

valley wall rises sharply up from the river, being on the erosional and 

cutting side of the river bend. The plant sits on the depositional side 

of the river, and has the predcminanc 2 of river valley deposits betwe2n 

the plant and the north (west) valley side (limestones). Sightray 7, 

some lCOO-12C0 fe2t north of the plan t is located adjac2nt to the rising 

valley walls. 

Considering the fact that the plant area is located on the 

inside (sedi,ment depositional side) of the river bend, it is natural to 

2ssm2 that the sedfments io=ing the toe of the river banks are prob- 

ably of somewhat younger ag2 (probably re:-rorkad parent soils) than those 

forming the banks higher up. Additionally, these toe soils are some-:/hat 

softer due to unccnfined conditions and exposure to water. These effects 

are 522n in 6oring B-5, which ~2s dri'lled frcm elevation 642' about 30-40 

feet frcn the present water eice. Tine clay layer (corresponding to the 

tan dessfcated clay in land borinas) in B-5 was very soft with a mois- 

ture content above the liquid limit; the sand layer above the river 

gravels (ccrresponding to clayey and silty sand in B-l to B-4) was very 

loose with lower fines content (-Jo. ZOO sieve), the fines being silt 

sfze. The toe conditions of the river bank may thus be essentially 

different frcm the s,iie subsurfac2 conditions as concluded from Borings 

B-l to B-4. This factor must be considered in riverbank stability 

studies and in lateral earth pressure evaluations for riverfront retain- 

ing structures. On the benefiting s

valley limestone wall. It is feasible that this clay cover, if con- 

tinuous in the area, forms an impem2able cover and may channel parts or 

all drainage as surface flow toward the river. Entering the developed 

and filled plant sit2 area, this water will sit on top of the clay 

prcviding a perched water table at the sit?. Evidence frcm drilling 

operations suggest that this in fact is what takes plac2. In Borings B- 

2 and B-4, a perched water table was encountered at 8 to 11 feet below 

grcund level, whereas in Ecrings 6-l and B-3 a wet condition l;!as en- 

countered for about 2-3 i22t above the clay layer. Inspection of the 

bank slopes -for possible seepage emerging due to this situation was 

obs:ured by heavy vegetation in the fon of trees, bushes, weeds, and 

grass and could not be verified. If the clay layer is discontinuous 

between plant grade and the bank, the normal seepage line will emerge at 

river level. 

The perched water table must be taken into consideration in 

stability evaluations and be considered in sit2 drainage schemes. In 

all borings, during drilling operations, the soils became saturated at 

or slightly above elevation 623' (river level), showing a small hydrau- 

lic gradient towards the river. Prior to leaving site, subset-ent to 

completion of all borings, the water levels in B-l to B-4 s252;ed to have 

siabilized or risen to lo-12 feet below grade. It was not detemined if 

the borings had collapsed belor this elevation. It is, however, concluded 

that the static water level is at approximately river level 623' +. 

This was evidenced in the cross-hole survey where the compression:1 

wave velocities did not exceed 5003 fps until at about GO-foot depth. A 

velocity of 5000 fps indicates a saturated medium. 

Considering the fine-grained and presumably slow-draining 

nature of th2 river bank scils, the flooding potential and the flood- 

recession rat2s becomes of interest in the rapid-drawdown case of bank 

stability ass2ss1m2ni. For long-ten stability, the extreme low water 

lev21 is a governing factor. Information from the Corps of Engineers 

indicates the 100-year flood level to be at elevation 633' and the SO- 

year flood at elevation 648'. Tine recession rate is not known but may 

be assumed to be rapid and generally faster than the drainage character- 

istics of the riverbank soils. It appears from the hydrographic survey 

that the river is dredged to about elevation 600' t which is the top of 

the gravel layer. 

Consideration must also be given to the seascnal variations in 

groundwator levels. At the time of obs2rvations (mid-summer) the 

plant water-table was probably at its minimum. During the wet seasons, 

a higher water table will most probably be evidenced at the sit2. 

Water-logging will be a problem when the spring tha,w sets in and all 

drainage is channeled through the sit2 fill and out on the slop2 surface. 

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B - UNDISTURBED SOIL SAMPLE 

0 -LOST SOIL SAMPLE 

22 -BLOWS PER FOOT 

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LOG OF EORING 

BORING B-I 

SURFACE ELEVATION 65 6.5’ 

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4.i 

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LOG OF EORING 

BORING B-IA 

SURFACE ELEVATICN 658.5’ 

COORDINATE 

CESCRIPTION 

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LOG OF EORING 

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SURFACE ELEVATICC 657.64 

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DESCRIPTION 

TX’1 szz c.2 ?c.m cLs.E: FEE c2m 

Fi;2-v STIFF To .TxP! cE:s21 

Gilbart/Commonwsa~ch -- .--_ 

,-..ll‘l ,.... ..A.. a .,-.w - 

RATE A-3

.iiEpsLAi 

.x!z-FS g 

i g; it,; L i,; $2 ;i 

i, SE / E’-- ,:jlli,il, i- 

I /I/ 

II I 

I I 

I I 

.I I I 

I I 

I/ 

I Ill/ 

I 1.1 

I I 

2 

l 

,a 

: 

,c 

k 

.C 

66 lo 

10 2: 

75 17 

80 22 

63 

60 

66 

100 

106 

110 

II6 

120 

OL 

- 

Y- 

GC 

LOG OF EORING 

- 

- 

BORING B-2 (CONT.) 

DESCRIPTION 

G;ra&s vi0 r.&im t.0 ccazs sad. 

CLCJ ~tiSS out. 

G.ass .s3re CE:SE 

GrtiDS .xiL? zc:;e qzxel al-2 ClCD 

clay. 

>?J?G TEX!Z?3 AT 89.5 FZT ON 

‘14/x. 

iF3 TdE cccbm .xr 9 x.m 39 z 

Gilbert/Cammonweaith 

,_..,... c-v.... ._......... “. 

FLATE A-5

1 

-- i j im iL4.3iLLj.ii 

. / j / /:i::/?,;.? 

1 1 1 j I:f:dlLLj.? 

:zj4bz;;: 

. j 

) 

j 

4 

1. 

*,)::::I 

j:I:j 

74.i 

. ( ( ::.:I 

'I>3Kz" 2Sl 6 22.5lLU2.L 

_ I / I i/i:.jl u 

25/ 

27 4 27.0 

30.1 

LEGEND 

m -STANDARD PENETRATION TEST 

B - UNOlSTUReEO SOIL SAMPLE 


22 --LOWS PER FOOT 



UC - UNCCNFINED COMPRESSION TEST 

Gs - S?EC:FIC GRAVITY 

C -CCCNSiLID"TION TEST 

LOG OF EORING 

BORING B-3 

SURFACE ELEVATIOC 657.84’ 

COORDINATE 

DESCRIPTION 

L-c< To OrJAY cmDE?s, c.?.? zRu2E.Ts 

xl 1.m (FIL;l 

,xmi UYE z.xD SUT FIE n Mr3 

“xl “TL-H T4:.cz mvFL ?m CCAL 

?.v.TcC.Ts (FILL1 P?avn ce:sz: 

Grazes m clayey K-e sand 

Gs.Y TO TAN MYEY FIXE 'D .W?X4 GXX? 

'rn sac S.&w mrzL?f DEXSZI 

i 

Gilbsrt/CommonwselCh --_.-_ 

,_.,...,.- ,.... .._.....-.- 

_ II 

RATE A-C

i 

i 

65 

TO 

75 

90 

90 

96 

100 

IO3 

110 

II6 

120 

: 

i 

x 

i 

8 

11 

11 

38 

‘h 

7 

:. 

; 

BFl4 

. , 

1s.: 

?i.i 

I I I I7 i:6g rigii 

1 

:Kl 

2nlli.ll9P.i 

(Lgl 

I I I 7 

I I I 7 

~&~;~,jSO 25.6 

c I-i-: jagI /I/ 25 zj, .I 4 lil;jr.. ::.‘I I 

1’30.. 

_. .7 

25.3 

I I ! ! 25 

j I ,., 26.7 

Iii I I 

$ + 

4 

s 

I 

LEGEND 

i 

- 

I I 

I ! r I 

I ! r*/ I 

@ - STANDARD PENETRATION TEST 

q - UNDISTURBED SOIL SAMPLE 






GS - SPECIFIC GRAVITY 

C - CONSOLID^TION TEST 

: 

I 

BORING B-4 

SURFACE ELEVATIOK 656.63’ 

COORDINATE 

fl, G”b”r’/C”I”““II”_“_“Ith _-----_ 

,_....., .- 

RATE A-3

i 

5 z,,” r” & 

> :I E’- Ll 

z 

. 

: D 

“LT s2 g 2 

-- 

2’: 

:. 

“I 

$5 E- 2% H: : >: y& 

zi $I 3% 

d:“% 6 

II I 

I/ I 

-1 II ’ 

_I III I I 

I 

Ill I 

.I !I 

; r ; 0 

- = 

I 

1 1co 9 

1 

I 

I 

$ : 

3 z 

$ 

b 

d 

11 I 

.sfJ 25 

-7 0 

-1 ‘5 20 

-6 u) 

.6 33 

*I 30 

< 35 

I 100 

IO5 

110 

II5 

120 

17 

36 

2 

1 

i y; 

!F 4:: 

vi’. 

!gq 

g 

A.:< 

,ti 

F” ,:: 

_.. ,. 

-,, . 

1. 2;; 

. 

‘$ 

ji 

LOG OF BORING 

BORING B-4 (CONT.) 

DESCRlPTiON 

Gcties wit5 dium to cause sani 

Graies wit5 cee?t+"- s-z-d 

“.?-“G T.“IYX3 .X 88.5 EZZ ON 

/S/7? 

,_.,-, ‘ -/.. ,. .- . .._..__ - 

df Gilberr/Commonwcaith _-.---~ 

RATE A-5

lil L 

E 

0, a, ; i z- 

El 

I 

Ii 

I - I 4 

1 

- 

- 

- 

- 

I 

r 

- 

- 

. 

‘- tear3 2.5 

a- 

is 

. 

E ‘1, 

5 i,z P: 2: 

= 25 g= 

13.2 

2 II 2 15.2 I 

/I 25.4 I 

-l-T 6 

II 

19 47.4 

I 

68.4 

24.5 

I z2.1 I 

111_ I x.2 I 

l-r-r 

II 

13.7 

I 14.7 

T-r-r 

P 

A-L 

LEGEND 

W -STANDARD PENETRATION TEST 

- 

# -UNDISTURBED SOIL SAMPLE 


22 --LOWS PER FOOT 




G s - SPECIFiC GRAVITY 

c - CCNSCLlDlTlON TEST 

‘I 

; 

- 

2 

I 

6 

1 

3 

1 

1: 

-. 

LUG OF EORING 

BORING B-5 

SURFACE ELEVATICG 641.79’ 

COORDINATE 

DESCRIPTION 

Gilbart/Commonwaalth 

---_ 

,-..*..,I- I . . . . - -...-.- - 

i

i c ^ 

zE$ t 

z- 

g 

x ;: ;kk p- k,X s:, g; g; 

> !6-’ R‘- *I zg 0s l - “i 

: 

ru B 

w i- 1- 

I HI 

.I lII//Lc 

/I I 

I II I 

.I II I 

I /I I 

.I II I 

I I.1 

j : 

i 

; 

x 

A 

23 

6a 1: 

iv 

75 

80 

93 

90 

98 

100 

105 

‘110 

-II5 

-120 

LOG OF EORING 

BORING B-5 (CONT.I 

LS OESCRIPTION 

i Crazes silt: zrd clayey 

M 

- -/ ZCXE F ‘.ElX-x&D Fax< 

Gilbcrt/Commonwoaith -. 

,-.. “..c-l..s. F.., -.... L 

RATE A-6

APPENDIX C 

Personal Communication Documentation

0 

ENVIRONMENTAL 

MITIGATION GROUP 

CALL RECEIVED 

TELEPHONE CALL RECORD 

CALL INITIATED 

@3 

cl 

CALL RETURNED 

ROUTE TO: 

OATE: I-JO-25 TIME: 16 10 rLM. JOBNO. // ?6/ 

NAME 

7v anf j=-- 

COMPANY NAME Ic.s* &-L,,r ?a 

TELEPHONE NO. 

cflJ)LV -I/ - 

n,(u 

s . a&U ‘j DJ 

CALLED REGARDING: ‘TLC a/e& 4-6 n4; I< /01.r f mea T’rcf 

awns f~ch--- ronA t-i, LJ.LJ i> a.iLGL 

oe,A~s&--rherli a/et. I &JP 

FURTHER ATTENTION REOUIRED 7 YES- NO2 

BY DATE 

r, J




0 CALL RECEIVED CALL INITIATED RI 

CALL RETURNED 

ROUTE TO: 

DATE: a- I- r’i TIME: /o: 1-i ‘2.M. JOB NO. /2. L$o 

A - 

NAME 

i - cL,wl mr r1l-n .. -0doC occ,- 

COMPANY NAME I/s F(Tl!. J itJlid//L L./&A (OL C;cL’, 

TELEPHONE NO. 6/ Jc/6F-6413 

/.&“pq&~cr -0Ljc .cdffL 

CALLED REGARDING: 

-,?;f;“,, 

nl A +d.u&rd c; Be-u c $ I LI 

II 

r9-/ dJ/ r2 a-s-,; c ( 0 -F- Pi/L, B,*\ ,A 

&I cv-# -Lc.J Li.b,,Ai- 

cdl l.4) I/ dY-~~ l&L E~lYc, 

FURTHER ATTENTlON REOUEiED 7 YESJ NO- 

-? A 0 CC‘, /A f$dc co/L/L. 

BY DATE

ENVIRONME.NTAL 


0 CALL RECEIVED 0 



RETURNED 

ROUTE TO: 

DATE: 2-L- CY TIME: 2: .- 

. 

- 

7 

OCd-Cs 

e+..Qtr tlc 

- 

/ 

FURTHER ATTENTlON REOURED 7 YES- NO- 

DATE

k 

DATE: 

NAME 




0 CALL RECEIVED Cl CALL INITIATED 0 

COMPANY NAME 

1--+--f TIME: 

TELEPHONE NO. , c-c-r 

bgJ0-a 

\ 

CALLED REGARDING: rc\k 0 0 

z-3-87 - B,,, 

IO,!;; 

, , 

0-m 

A 

a If:~~ ) 

K::OO n+! 

th e-vda#Q, -j--LLL&mPCIe.s 

?i- ppf 

c 

p+&- w J LLG2.C(/ 

FURTHER ATTENTlON REQUtRED 7 

J 

YES- NO- 

BY r\c DATE 

CALL RETURNED 

RCUTE TO: 

?!Oa QIIg


MlTlGATlON GROUP 

CALL RECEIVED cl 


CALL INITIATED ALL RETURNED 

ROUTE TO: 

0 ATE: 2 - 1 s --~8 “i TIME: ! ! id $ M. JOB NO. i’L 3d / 

NAME 

TX4 

I 

tiAd! 

COMPANY NAME I? 

” 

5 

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L CL 4 w.L./ I,& /%u.‘+A 

TELEPHONE NO. : 1 91.l3cf-cioqo 

\ &+-J 


246-Q 

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,c&~ yf,I,., 

- 

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+.L cl), v’rc 

lIIlh/%& 

n I, .- I I /I!& 2 L-J -Ad& A1 

c 

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p CDh~J+/ A&k. .u< 

I 

/ c-+.1 ,L-< 

n-cd L/L - ;q 5 & 

q&l a_,, 

FURTHER ATTENTlON REGULRED 7 YES- NOL/ 

DATE 

L 

JF-g-J&p 

\

m envifonmen ta1 

6 0% design 

23 gl-oup 

Cl CALL RECEIVED q 



0 

CALL RETURNED 

DATE: 2/9 1 q TIME: 9130 A.M. JOBNO. 

NAME 

hicry Gr/lir 

, 

COMPANY NAME M, ti. botsm.ewc, f&w,,i, Dw. 

I 

TELEPHONE NO. (% 3~x-z7-00 


j-i* crw.t a.& vngyfoyald n&s: 

I 

!, fw csk. 1986 : Mm~l) I%$ - 39,=0 

I 

nhui&;l/4 - ff, 590 

ROUTE TO: 

2) (/ncI*ple.j. rrkr &,,.,& 4. ‘&$ - to.%% w W.vi. be& .h& =s, 

I 

&& ‘&L- 4.17, . *. . . *. h 

FURTHER ATTENTION REWIRED 7 YES-e.- - 

ftt4dd f&T7 - 7.77. . . . .+ - *. 

&.ii '87 - g,b% . . . - .' z 

DATE *!9/g7

TON - 531. L 03tllfl03kl NOllN311V tl3Hltlnd 

;rw 

- 7 

I 

‘UN5 ‘-3 ? ‘I-9 VKlY 

P 

:9Niaw93t( a3iiv3 

w P-w 

‘ON 3NOHd3131 

3WVN ANVdWO3 

‘ON EOP ‘W>ti or;o/ :3Wll La-or-z :3lva 

at1033tl llV’3 

a31VIUNI llV3 0 

3NOHd3131 

a3A1333tl iiv3 0 

3WVN


cl CALL RECEIVED tx CALL INITIATED 0 

CALL RETURNED 

DATE: 2-27-87 TIME: If r*doa, M. JOB NO. 

NAME 3err-j 6!4b& 

COMPANY NAME cw+; -4). Sk-0 

TELEPHONE NO. 


fatI 3kr- Pso f 

~pw(CiII C+dv /A L&.& (23 f2m.d.G) O!&A. 

I 

ROUTE TO: 

RCL 

JF!3 

CIJIutA kc;, o-b-m sorrry. I 

ZST he&J lacl4/// 1.4 du 2.3 L+au.ti ; lo &Q pr,;d!i hiAd.‘* IS+tq nlYr2. 

/&.&-IL , 4 q du 25 w ?)%fMiq w/o A II;.- 

l&.&A L.+..#Lkll - rih2r. f%MzJ 

llJbA.c - - /-km& 6: 

lbke,e k&,di& 1' - E&wwt cc.. 

klvrk,n+m I - hdy;, 6. 

rJbuLce. 'I -fJoLG Lo, 

-L-m-\,~. * - hcb. j o(hi.d&.+.d4lu,5~O&d~,cw~ _ A-6 

I 

&Lq 4. a’ - & CL; l,4.aif& 

W&d I f9h.h II& ” - P&e 6. 

I 

SY DATE 2/z71g? 

I

APPENDIX D 

Soil Map 

Soil Report Information

Soil Survey of 

Belmont County, Ohio 

United States Department of Agriculture, Soil Conservation Service 

in cooperation with 

Ohio Department of Natural Resources, Division of Lands and Soil, and 

Ohio Agricultural Research and Development Center

1 

ii 

This soil survey is a publication of the National Cooperative Soil Survey, a 

joint effort of the United States Department of Agriculture and other federal 

agencies, state agencies including the Agricultural Experiment Stations, and 

local agencies. The Soil Conservation Service has leadership for the federal 

part of the National Cooperative Soil Survey. In line with Department of 

Agriculture policies, benefits of this program are available to all, regardless of 

race, color, national origin, sex, religion, marital status, or age. 

Major fieldwork for this soil survey was performed in the period 1972-77. Soil 

names and descriptions were approved in 1978. Unless otherwise indicated, 

statements in this publication refer to conditions in the survey area in 1979. 

This survey was made cooperatively by the Soil Conservation Service and the 

Ohio Department of Natural Resources, Division of Lands and Soil, and the 

Ohio Agricultural Research and Development Center. It is part of the technical 

assistance furnished to the Belmont Soil and Water Conservation District. The 

survey was funded in part by the Belmont County Commissioners. 

Soil maps in this survey may be copied without permission. Enlargement of 

these maps, however, could cause misunderstanding of the detail of mapping. 

If enlarged, maps do not show the small areas of contrasting soils that could 

have been shown at a larger scale. 

Cover: Typical landscape in a stream valJey. Otwell soils are on the terrace in 

the foreground Lowell and Westmoreland soils are on the very steep hiJlsides 

in the background

contents 

Index to map units.. ...................................................... 

Summary of tables.. ...................................................... 

Foreword ......................................................................... 

General nature of the survey area.. .............................. 

Climate. ......................................................................... 

Physiography, relief, and drainage ............................ 

Geology ........................................................................ 

Farming ......................................................................... 

Natural resources ........................................................ 

Industry.. ....................................................................... 

Settlement .................................................................... 

How this survey was made.. .......................................... 

General soil. map units ................................................. 

Soil descriptions ..... . .................................................... 

Detailed soil map units.. .............................................. 

Soil descriptions .......................................................... 

Use and management of the soils.. .......................... 

Crops and pasture ....................................................... 

soil series 

Allegheny Variant ............................................................ 

Ashton series ................................................................... 

Barkcamp series.. ............................................................ 

Bethesda series ............................................................... 

Brookside series .............................................................. 

Chagrin series .................................................................. 

Chili series.. ...................................................................... 

Culleoka series ................................................................ 

Dekalb series ................................................................... 

Duncannon series ........................................................... 

Elba series ........................................................................ 

Elkinsville series .............................................................. 

Fairpoint series ................................................................ 

Fitchville series ................................................................ 

iv 

vi 

ix 

1 

: 

E 

i 

: 

z 

13 

$3 

85 

:; 

8”: 

88 

e8: 

i? 

91 

:: 

93 

Woodland management and productivity.. ............... 

Recreation.. .................................................................. 

Wildlife habitat ............................................................. 

Engineering .................................................................. 

Soil properties ............................................................... 

Engineering properties and classifications.. ............. 

Physical and chemical properties.. ............................ 

Soil and water features.. ............................................. 

Physical and chemical analyses of selected soils ... 

Engineering test data.. ................................................ 

Classification of the soils.. .......................................... 

Soil series and their morphology.. ................................. 

Formation 

Issued July 1981 

of the soils.. ................................................ 

Factors of soil formation.. ........................................... 

Processes of soil formation.. ...................................... 

References ..................................................................... 

Glossary .......................................................................... 

Tables .............................................................................. 

Hartshorn series .............................................................. 

Lowell series .................................................................... 

Morristown series ............................................................ 

Newark series.. ................................................................ 

Newark Variant ................................................................ 

Nolin Variant .................................................................... 

Otwell series .................................................................... 

Richland series ................................................................ 

Upshur series.. ................................................................. 

Wellston series ................................................................ 

Westmore series.. ............................................................ 

Westmoreland series ...................................................... 

Zanesville series.. ............................................................ 

52 

76 

;: 

i: 

2 

84 

E 

103 

103 

104 

105 

107 

115 

94 

94 

95 

ii 

97 

ii 

it 

100 

100 

101

CmB-Chili-Urban land complex, 0 to 8 percent 

slopes. This map unit consists of deep, nearly level and 

gently sloping, well drained Chili soil and Urban land on 

stream terraces, Most areas range from 10 to 100 acres. 

Areas of this unit are about 50 percent Chili gravelly 

loam and about 40 percent Urban land. Areas of the 

Chili soil and Urban land are so intricately mixed Or SO 

small that mapping them separately is not practical. 

Typically, the surface layer of the Chili soil is brown, 

very friable gravelly loam about 9 inches thick. The 

subsoil is about 45 inches thick. The upper and middle 

parts are brown and yellowish brown. friable gravelly 

loam, and the lower part is brown, very friable very 

gravelly sandy loam. The substratum to about 60 inches 

is brown, loose very gravelly sand. The soil has been 

radically altered in some small areas that have been Cut, 

built up, or smoothed. 

The Urban land consists of streets, railroads, parking 

lots, buildings, and other structures that so obscure or 

alter the soil that identification is not feasible. 

Included in mapping are areas of more sandy soils 

that have a low available water capacity and are 

draughty. Included soils make up about 10 percent of 

most areas. 

Permeability is moderately rapid in the subsoil and 

rapid in the substratum of this Chili soil. Surface runoff is 

slow or medium. The available water capacity is 

moderate. The shrink-swell potential is low. Potential 

frost action is moderate. Unless the soil has been limed, 

reaction in the root zone is medium acid to very strongly 

acid. 

The Chili soil, the open part of the map unit, is used 

for lawns and gardens. The potential is high for lawns, 

vegetable and flower gardens, shrubs, trees. building site 

development, and recreation uses. 

The Chili soil is suited to lawns, vegetable and flower 

gardens, shrubs, and trees. It warms and dries early in 

spring and is well suited to early gardening. The soil is 

draughty during dry periods but is well suited to irrigation. 

Incorporating plant residue into the surface layer 

increases the organic matter content and the available 

water capacity. The included spots of cut and fill land 

are not well suited to lawns and gardens because 

exposed subsoil material has very poor tilth. 

The Chili soil is well suited as a site for buildings, 

septic tank absorption fields, and extensive recreation 

uses. The gravel in the surface layer interferes with such 

intensive recreation uses as ball diamonds. Sloughing is 

a hazard in excavations. Local roads can be improved by 

replacing the surface layer and subsoil with a suitable 

base material. 

The capability subclass is Ile for the Chili soil. No 

woodland suitability subclass is assigned for the Chili 

soil. No capability subclass or woodland suitability 

subclass is assigned for Urban land.

” s oEPA~,~E~T OF AGRICULTURE 

sole CO~~~~~~TION SERVICE BELMONT Cc 

SYMBOL 

UC 

LID 

Let 

Ld 

IQ8 

Id 

Loo 

bt 

id 

Lo‘ 

H”B 

IIn0 

nnt 

SOB 

“00 

Hd 

HO‘ 

N. 

Mm 

nn 

M 

N” 

OM 

OE 

lid 

Rib 

Rd 

ilns 

“I 

“d 

*I8 

VM 

WLB 

WLC 

wm 

Wd 

wnc 

wmo 

WrnE 

Id 

*CA 

WC4 

bb 

2°C

APPENDIX E 

Water Well Log

NO CARBON PAPER 

NECESSI\RY- 

SELF-TRANSCRIBING 

CONSTRUCTION DETAILS 

WELL LOG AND DRILLING REPORT 

State 

DEPARTMENT 

of Ohio 

OF NATURAL RESOURCES 

Division of Water 

Fountain Square 

Columbus, Ohio 43224 

Casing diameter J 6 “A- z v ‘.‘~ength of casing L-3 . Test 

1 

BAILING OR PUMPING TEST 

,SDsclhl ona b” Ci.Cli”Ol 

593245 

rate 75-O gpm Duration of rest 2. A- A- hrs 

‘ype of *creen L LiJOC Lengrh of screen J o Orawdown 11’ /f” ft Date 2’/ 7/J=-& 

rYwofplmp L’+,,e ZPS,, . Static level (depth to water) -yJ ’ n 

/ 

:apaciw of pump So9 9pP- Oualiry (clear. cloudy. taste. cdor) c-/GC /- 

hpth of pump setting 60 ’ 

oare of Ccmpletio” /G L 2 6 Pump insraIled by Lc ync?. c;‘4,0 Cd. 

Formations: sands~ :e. shale, 

lirmstone. ~‘.?\Cl. Clay 

WELL LOG* SKETCH SHOWING LOCATION 

Fro”! 

ST//- c/r, 7“2u- C-Ad I oft 

/I 

DRlLLlNG FfRM DATE 

SlGNED 

*If additional space is needed V, complete well log. use next CO”SBCU~~VB numbed folm. 

Locate in reference to numbered 

stare highways, street inferseclions. cotmty roads. etc. 

il N 

ORIGINAL COPY - ODNR, DIVISION OF WATER, FOUNTAIN SO., COLS.,OHIO 43224 

w 

I

APPENDIX F 

Documentation of Agency Contacts

United States Department of the Interior 

Ms. Joan E. Brasaemle 

Geologist 

Envimnmental Mitigation Croup 

1530-B Co-ce Drive 

Stud @&con), Ohio 44224-1711 

Dear Ms. Brasaemle: 

FISH AND WlLDLlFE SERVICE 

Suite 322 

315 south Allen street 

State College, Pennsylvania 16801 

February 17, 1989 

This responds to your letter of February 3, 1989, requesting information 

wncerning the presence of federally listed or propteed endangered and 

threatened species and wetlands within a 25 mile radius affected by your 

Clean Coal Technology Project located in Dilles Botti, Belxmnt county, Ohio. 

This information request has been coordinated with the U.S. Fish and Wildlife 

Service inour Colmbus, Ohio, Elkins, WestVirginia, and State College, 

Pennsylvania field offices. 

Except for occasioml transient species, no federally listed or proposed 

threatened or erdangezed specieswrlerour jurisdictionarekncwntoexistin 

the Ohioand Westvirginiaportionof theproject inpactares. -ever, a 

1922 record of the small whorled pcqmia orchid (Is.otria msdeol&des) is kncm 

fromGreene County, Peonsylvania. This plant is a federally listed endangered 

species. Since this population has not keen rediscovered, we do not 

anticipate adverse inpacts to the species. 

Therefore, no Biological Assessrrmt or further Section 7 Consultation under 

the -angered Species Act (87 Stat. 884, as amen&d; 16 U.S.C. 1531 et seq.) 

is required with the Fish and Wildlife Service. Should project plans change, 

or if additional information on listed or propcsed species becaaes available, 

thisdete nnination may be reconsidered. A compilation of federally listed 

endangered and threatered species inWestVirginia and Pennsylvania are 

enclceed for your informtion. 

In Pennsylvania, requests for information regarding State-listed endangered or 

threatened species shouldbe directed to the Pennsylvania Game Commission 

(wildlife), the Pennsylvania Fish Ccmnission (fish, reptiles and anphibians1 

and the Pennsylvania Deparbnent of hviromental Resources (plants). 

'JTe follmingwetlands arelocatedwithinthe 25mile radius of the project 

inWestVi@nia. 

gnmmwle wet.land.s. AD coormnates 

New mrtinsville Brooklyn Marsh 55 393755N-805148W 

New Wartinsvi11e -klyn Swamp 46 39373ON-80521OW 

New Martinsville Brooklyn Wet meadows 15 393800N-805150W 

Newmtinsville wells E&tan Marsh 7 394406N-805025W

Qw@mqk WNSDdS Acres Coordinates 

Mattan Faint SimnsFunMarsh 1 39463lN-805118W 

-hattan Point Fish Creek Wetland 0 394930N-804800W 

Businessbuq Glendale Mrsh 19 39552ON-804517W 

In addition to these, numerous streams, rivers, and irqxundments and their 

riparian barders ouxr in the project area, i.e., Ohio River, Fish Creek, and 

Fishing Cseek. 

This reqxmse relates only to endangered or threatened species under our 

jurisdiction, based on an office review of the proposed project's location. 

No field inspectionof theprojectarea has been wrducted by this office. 

Consequently, thisletteris nottobs construed asa&Iressing other Senrice 

con- under the Fish and Wildlife Coordination Act or other legislation. 

Ifwecanbeof further assistance, pleasewntactus. 

&closure 

Sincerely, 

Charles J. KuI/p " 

supervisor

FEXXRALLYLISTEDENDAtGE3ED ANDTIIFu?A~SPEcISs 

IN PENNSYLVANIA 

CcmnNNAME Sc1FNrIF1cNimE STAm DISTRIBUTION 

FISIIES: 

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l3PlmB 

ruE 

EECG: 

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- 

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-: 

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E E?xk, o?ilixe, chestec, 088le, 

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V==KDouflas

Ms Joan E. Brasaemle 

Environmental Mitigation Group 

1530-B Comerce Drive 

Stow (Akron), OH 44224-1711 

Dear Ms Brasaemle: 

FF3 - 2, ;!;3 “HID 


DEPARTMEST OF 

NATCRAL RESDLR(‘ES 

Fountain Squaw 

Columbus, Ohio 4322-1 

The information you requested for the Babcock & Wilcox Clean Coal Tech- 

nology-SNRB II project area is enclosed. The search area is outlined in 

yellow on the map of quads for southeast Ohio. Natural areas and public 

recreation areas in this part of Ohio are shown on the attached list. The 

approximate locations for these areas are identified by number on both the 

map of quads and the county-township map. For your information, I have also 

enclosed a U.S.G.S. topographic map index for Ohio. 

The printout sununarizes Natural Heritage records for each quad. There 

are no records for missing quads. Scientific name, cmmnon name, status and 

number of records are shown for each species. Status codes are defined at 

the end of the printout. 

Because the Heritage Program has not surveyed Ohio and relies on infor- 

mation supplied by a number of individuals and organizations, a lack of 

records for any particular area is not a statement that special plant or 

animal species are absent from a site. 

PDJ/sl 

Please contact me if you have any questions about this information. 

Sincerely, 

Rirhard F. Cclcste. Gi,wm~,r 

Patricia D. Jones 

Data Management Supervisor 

Natural Heritage Program 

.

1. 

2. 

3. 

4. 

5. 

6. 

7. 

a. 

9. 

10. 

DIVISION OF NATURAL AREAS AND PRESERVES 

OHIO DEPARTMENT OF NATURAL RESOURCES 

2/J/%9 

Natural Areas: Clean Coal Technology - SNRB II Project Area 

Jefferson Lake State Park - OH DNR, 962 acres 

Richmond Quad, Ross & Salem Twps., Jefferson Co. 

Emerald Hills State Nature Preserve - OH DNR, 74 acres 

Bethesda Quad, Union Twp., Belmont Co. 

Collins Woods - Muskingum Watershed Conservancy District, 20 acres 

Bethesda & Fairview Quads, Kirkwood Twp., Belmont Co. 

Dysart Woods - Ohio University (Athens), 456 acres 

Armstrong Mills & Hunter Quads, Smith Twp., Belmont Co. 

Raven Rocks - Raven Rocks, Inc., 1,079 acres 

Hunter & Woodsfield Quads, Wayne Twp., Belmont Co. 

Sunfish Creek State Forest - OH DNR, 637 acres 

Powhatan Point Quad, Switzerland Twp., Monroe Co. 

Rothenbuhler Woods - The Nature Conservancy, 44 acres 

Cameron Quad, Adams Twp., Monroe Co. 

Davis Caves - Monroe County Park District, 117 acres 

Woodsfield Quad, Cater Twp., Monroe Co. 

Wayne National Forest (Marietta Unit) - U.S. Forest Service - Multiple 

parcels are located on the following quads: 

Round Bottom Paden City 

Antioch New Matamoras 

Graysville Rinard Mills 

Stafford Dalzell 

Corresponding counties and townships: 

Monroe County - Green, Wayne, Jackson, Perry, Benton, Washington 

and Bethel Twps. 

Washington County - Grandview, Ludlow & Liberty Twps. 

Monroe Lake State Wildlife Area - OH DNR, 1,333 acres 

Woodsfield & Lewisville Quads, Malaga Twp.. Monroe Co. 

11. Barkcamp State Park - OH DNR, 1,122 acres 

Bethesda Quad, Union & Goshen Twps., Belmont Co.

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GASTON CAPERTON 

GClV.?WlOr 

STATE OF WEST VIRGINIA 

DEPARThlENTOFNATlJRALRESOURCES 

MS. Joan E. Brasaemle 

Environmental Mitigation Group, Inc. 

1533 Comerce Drive 

Stow, OH 44224 

Dear Ns. Brasaemle: 

~“I;‘iFiOl;i~~~~~~~~ITI~ATION 

DIVISION OF WILDLIFE RESOURCES 

OPERATIONS CENTER 

P.O. Box 67 J. EDWARD HAMRICK Ill 

Elkins. Wesl Virginia 26241 Director 

Telephone: (304) 636-1767 

LARRY W. GEORGE 

February 7, 1989 Depuly Director 

In response to your request for information for a series of quadrangle 

maps in the northern panhandle area, we have the following: 

1. The only area that might qualify as a natural area is the Olglebay 

Park on the Wheeling quad. This area has a zoo and grounds and is not my 

idea of a natural area. Other than that we are not aware of any areas set 

aside as natural areas. 

2. There is no federally designated critical habitat within the 25-mile 

radius. 

3. We have no data on the number of plant species in the area. 

4. Rare plant species: There are no Federally designated 

threatened/endangered plant species within the area. 

A number of plant species which are rare at the State level are as 

follows. (Ranks are explained in the enclosed form). 

Wheeling Quad. 

Ranunculus pensylvanicus 

At Olglebay Park 

Prunus angustifolia 

Chenopodium slanctleyanum 

On or near Wheeling Island 

Potamgeton illinoensis 

Potamogeton berchtoldii 

Cyperus inflexus 

Carex alopecoidea 

GUS1 

GUSH 

GSSH 

G5Sl 

G3G5 S2Q 

G5 52 

G5 Sl 

n

MS. Joan E. Srasaemle - 2- February 7, 1989 

Rethany Quad. 

Paden City 

Littleton 

New Martinsville 

Powhatan Point 

Agropyron trachycaulum 

Paspalum pubiflorum 

Cyparus inflexus 

Equisetum sylvaticum 

Aster steeleorum 

Heuchera alba 

Euphorbia vermiculata 

Agropyron trachycaulum 

Carex typhina 

Jussiaea leptocarpa 

Cyperus inflexus 

G5 52 

GU S2 

c5 52 

G5S1 

GUS10 

G4?S2 

G5SU 

~5S2 

G5S2 

GUS2 

G5S2 

Ammania coccinea GUS3 

These state tracked species have no legislative backing and are not 

protected by state law. Ranks change as new information is gathered. 

5. The Wildlife Division maintains a printout of a program call Run 

Wild, initiated in the late 1970's and then dropped as a project, which was 

an attempt to document species by county in the State. I have copied this 

information for several of the counties involved. These copies are made from 

poor originals: all we have. We take no responsibility for these lists: 

use them as'you wish. 

6. Rare Animals. 

No Federally designated threatened/endangered species are known from 

your area except as migrating individuals. State listed species (again no 

legislatively backed listing) are as follows. 

Bethany @uad. 

Tyto alba (nesting record) 

Ardea herodias (rookery) 

spiza americana (nesting 

record) 

G5S3 

G5Sl 

G4S1

MS. roan E. Brasaemle - 3- February 7, 1989 

Porters Falls 

Zapus hudsonius G5S3 

These are the only records of state tracked animal species we currently 

have for the area. 

7. Archeological sites. 

We do not maintain files on this information. The proper contact is the 

West Virginia Department of Culture and History, Capitol Center, Charleston, 

WV 25305. 

This response is based on information currently available and should not 

be considered a total or comprehensive survey of the area under review. 

Enclosed is a STATEMENT OF AGREEMENT and an invoice. The Agreement is a 

Department formality and should be signed and returned with your remittance. 

Thank you for your inquiry and should you have any questions, please 

feel free to call up31-1 us. 

BRM:jc 

Enclosures 

Sincerely, 

&ukn &fldd 

Brian R. McDonald 

Coordinator 

Natural Heritage Program 

Wildlife Resources Division

, 

EXPLANATION OF RANKS 

’ Each species is assigned a single global rank: in addition, it receives 

a state rank for each state in which it occurs. These ranks are an 

indication of rarity and endangerment. 

GRANK (global ranks): 

Gl = Critically imperiled globally. 5 or fever occurrences or very 

few individuals. 

G2 = Imperiled globally. 6 to 20 occurrences. 

G3 = Very rare throughout 

occurrence3. 

range or very restricted range. 20 to 100 

G4 = Apparently secure globally. 

G5 = Demonstrably secure globally. 

SRANK (state ranks): 

Sl = Critically imperiled in state. 5 or fewer occurrences or very 

few individuals. 

S2 = Imperiled in state. 6 to 20 occurrences. 

S3 = Rare or uncommn in state. 20 to 100 occurrences. 

54 = Apparently secure in state. 

55 = Essentially ineradicable in state. 

SH = Of historical occurrence but not verified in recent years 

(since 1970). 

Additional GRANK's and SRR”K’s: 

GU or SZJ = Status uncertain. Keed more information. 

G2?, S3?, etc. or G3G4, etc. = Tentative rank or range of probable rank. 

Need rnx-e information. 

G? or S? = Not yet ranked. 

GX or SX = Relieved extinct or extirpated. 

GM, S20, etc. = Of questionable taxonomic status but tentatively 

treated as a full species. 

GSTl, etc. = Rank of subspecies or variety, as -11 as species.

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PENNSYLVANIA NATURAL DIVERSITY iNVEEXX=i-f 

WESTERN PA CCNSER”ANCY 

PNOI wnern onice 

316 FO”rlh *YenUB 

Pltlsburgh, PA 15222 

412-288-2777 

Ms. Joan E. Brasaelllle 

Geologist 

Environmental Mitigation Group 

1530-B Commerce Drive 

stow, Ohio 44224-1711 

Bureau of Forestry - Forest Advisory Services 

PNDI Coordinator 

P.O. Box 1487, Harrisburg, PA 17120 

7l7-7a7-2444 THE NNVRE CCNSEP‘~A?~iC’I 

PNOI Eanern mea 

3a *irpon owe 

Middie,ow”. PA 17357 

717.783.1712 


RE: Preparation of Environmental Impact Statement 

Project located in Belmont County, Ohio 

Dear Ms. Brasaemle, 

In reference to your letter of January 18, to Paul Wiegman 

of our office, I am responding to your request for review of 14 

quadrangles in Pennsylvania for special concern natural resources. 

Per your request, we have included a list of extant and 

historic 0ccurre"ces known from within the 25-mile radius 

indicated in your letter (see attachment). In order to provide 

YOU with summaries of all available information on file, each 

table contains a listing of all special concern resources tracked 

by the Pennsylvania Natural Diversity Inventory (PNDI) project. 

A number of these resources are species with no official state 

status, however, they are currently being monitored by the 

Pennsylvania Natural Diversity Inventory. Under the column 

headed “LAST OBS.” YOU will find the last year that the resource 

was observed. A memo describing the term "precision" (PREC.) has 

been enclosed for your use. 

There are no Pennsylvania Natural Areas within the 25-mile 

radius specified. Likewise, there are no federally designated 

critical habitats in this vicinity. The PNDI database does not 

contain information describing the total species composition in 

the state of Pennsylvania. Therefore, we are unable to provide 

YOU with data on the total number of plant and animal species for 

this area. The database does not include archeological sites. 

Your request has been processed utilizing the Pennsylvania 

Natural Diversity Inventory (PNDI), a multiple index data system 

which contains locational and ecological information detailing 

occurrences of rare and endangered species, significant 

biological communities and geologic features within the state of 

Pennsylvania. This information is then used in the management 

and preservation of these resources. The Western Pennsylvania

J.E Brasaemle 

Page 2. 


Co"serva"cY and The Nature Co”serva”cy are currently under 

contract to the Pennsylvania Department of Environmental 

Resources to develop and maintain the PNDI system. 

The PNDI project is funded largely through contributions to 

the Wild Resource Conservation Fund. This fund was established 

in 1982 by the Pennsylvania Legislature to provide support for 

the research and conservation of significant natural resources 

within the Commonwealth-. 

This Pesponse represents the most up-to-date summary of the 

PNDI data system. However, the data is not intended to be a 

conclusive compilation of the special concern resources at the 

project site. On-site biological surveys are recommended to 

better assess the natural resources of the project area. 

Please be advised that statutory authority for 

Pennsylvania’s animals and Plants resides with three 

administrative agencies. The Pennsylvania Game Commission and 

the Pennsylvania Fish Commission may have information pertinent 

to the review of this project and should be consulted for their 

comment. In the case of environmental reviews of future project 

sites, 

PesPonse, 

please 

or 

retain the enclosed addendum. 

If YOU have =“Y questions regarding 

if you feel the Bureau of Forestry 

the enclosed 

or the 

data 

Western 

Pennsylvania Conservancy can be of any further assistance, please 

feel free to contact either of our offices. An invoice for this 

request for environmental review is being prepared and will be 

fowarded to your offices shortly. 

Sincerely, 

C.C. K. McKenna, PNOI Coordinator 

J. Arway, PA Fish Commission 

C. Kulp, U.S. Fish and Wildlife Service 

J. Sitlinger, PA Game Commission 

Kimberly ?4. Lutz / 

Data Manager 

PNDI - Western Office

PENNSYLVANIA STATUS 

PX = Pennsylvania Extirpated. Species believed to be extinct 

within Pennsylvania. 

PE = Pennsylvania Endangered. Species which are in danger of 

extinction throughout most or all of their natural range 

in Pennsylvania. 

PT = Pennsylvania Threatened. Species which may become 

endangered throughout most or all of their natural range in 

Pennsylvania. 

PR = Pennsylvania Rare. Species which are uncommon within 

Pennsylvania or may become threatened if their populations 

decline. 

Tu = Tentatively Undetermined. (Plants, PA D.E.R.) 

= Status Indeterminate (Fishes, amphipians & reptiles, PA 

Fish Commission) 

= Status Undertermined (Mammals & birds, PA Game Commission) 

Species which may be rare, threatened or endangered but 

cannot be included in another classification due to 

insufficient data, or taxonomic problems. 

PV = Pennsylvania Vulnerable. Plants in danger of decline due 

to their beauty, economic value or use as a cultivar. 

PS = Plants (PA D.E.R.) = Pennsylvania Special Concern 

Populations. Colonies, groups or single individuals that 

constitiue a unique occurrence deserving protection. 

PS = Animals (PA Game Commission) = Special Concern. 

Definition the same as rare above. 

N = None; Unlisted. Species native to Pennsylvania, which are 

presently not listed by PA D.E.R., PA Fish Commission, or 

PA Game Commission, but are tracked by the Pennsylvania 

Natural Diverstiy Inventory. 

Federal status ("0") 

LE 

LT 

PE 

PT 

Cl 

c2 

3A 

3B 

3c 

N 

Listed endangered 

Listed threatened 

Proposed endangered 

Proposed threatened 

List candidate 

Review candidate 

Deleted - extinct 

Deleted - taxonomic problems 

Deleted - secure 

None 

January 9, 1989

PENNSYLVANIA NA!lWRAL DIVERSITY INVJZNTORY (PNDI) 

RE: Enclosed summaries of occurrences of Species of Special Concern. 

PRECISION refers to the amount of confidence PNDI has in the 

location of an occurrence (population) as indicated by the map dot 

and/or latitude and longitude. This also relates to the directions 

given. Many records of special concern species are based solely upon 

historical information, e.g., the label data of voucher specimens 

from various museums, etc.. The locational data given by the 

specimen label is often very general or vague. Thus we use the 

following qualifiers to denote the faith given to the mapped location: 

G = known only to a very GENERAL region; could be 

anywhere within a radius of 5+ miles (8+ km) of 

the given location. This is a general "watch 

list" record; e.g., watch for it when in 

the assumed area, but we do not know a specific 

site. 

M = known to a general area within an approximately 

1.5 mile (2 km) radius of the given location. 

(Known to within one MINUTE of arc.) 

SM= believed to be within a radius of about 0.3 mile 

(0.5 km) from the location of the occurrence as 

indicated (intermediate precision between 

MINUTES (above) and SECONDS (below)). 

S = believed to be at, or within a few hundred 

yards of, the given location (i.e., on a 

7.5' U.S.G.S. map, about the size of a standard 

size pencil eraser). (Known to approximately 

three SECONDS of arc.) 

U = UNMAPPABLE; site known only to a very gross 

area, e.g., a county, or a large mountain.

I I

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DR*WINb REFERENCE 

EQU’PMLNT SECTIONS~+*0,~,E 

CONCEPTUAL PRO‘L55 FLOW S‘YEMAIIC -*20953e - 

HOT CATALYTIC SCRUBBING BAGHOUSE 

DEMONSTRATION PROJECT 

OHIO COAL DEYELOPMENT OFFICE/B&W cl% 

OHIO EDISON - R.E~B”RGER PLANT, BOLLER NOB 

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ENVIRONMENTAL INFORMATION VOLUME FOR 5-MWe ...

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