Environmental Information Volume for 5-MWe Demonstration of the ...

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

TABLE OF CONTENTS

SECTION

List of Photographs

List of Figures and Plates

List of Tables

Appendices

List of Acronyms

1.0 INTRODUCTION

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

iii

iV

V

Vi

vii

1-l

3-l

3-1

3-4

3-10

3-10

3-11

3-11

3-17

3-17

i

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

6-l

7-l

8-l

REFERENCES

APPENDICES

LIST OF ACRONYMS AND ABBREVIATIONS

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

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 Design Group, Inc.

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

1.0 INTRODUCTION

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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STATE OF OHIO

NOTE: MILEAGE IS AIR MILEAGE

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LOCATION OF DILLES BOTTOM AND BELMOUNT COUNTY IN OHIO FIGURE 2.1

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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

11.98% Ash

2.89% Sulfur

Grindability HGI 53.7


&PO3 I4 F I

2.1.2 Existina Plant Operation

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

TABLE 2.2 MASS BALANCE - HYDRATED LIME AS SORBENT

EXPECTED NORMAL OPERATING CONDITIONS

Fuel Oil

NH3 feed

Transport Air - Sorbent injection

Transport Air - Solids handling

H20 - Hydrator Steam (Heating) Sorbent Feed

Transport Air - Solids handling

Outeoine Streams

10 Condensate 11 Solid Waste

12 Transport Air - Solids handling

13 Flue Gas Return


15 Heat Removed 16 Heat Removed 17 General heat losses

650

100

100

80

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

80 6529 #/hr air

80 250

80

80

46 #/hr water (H20) 125 #/hr steam 602 #/hr pebble lime (CaO)

24 #/hr inerts 13015 #/hr air

200 120

165

200

80

Comuosition

125 #/hr water 509 B/h= calcium sulfate/sulfite

(CaS04/CaS03) 456 B/hr fly ash 246 #/hr lime (CaO)

24 #/hr inerts 13015 #/hr air

59024 #/hr flue gas 25 #/hr sulfur dioxide (SO2)

4 #/hr nitrogen oxides (NOx) 1 #/hr fly ash

6529 #/hr air

3,710,OOO BTU/hr heat removed 7,776,OOO BTU/hr heat removed

770,000 BTU/h= heat lost

bb3Ol/SNRB/JCP/O30689 Z-lb

STREAM # DescriDtion

Incomine Streams

1 Slipstream

TABLE 2.3 MASS BALANCE - SODIUM BICARBONATE AS SORBENT

EXPECTED NORMAL OPERATING CONDITIONS

2 Fuel Oil

3 NH3 feed

4 Transport Air - Sot-bent injection


6 H20 - Hydrator 7 Steam (Heating) 8 Sorbent Feed


Outeoine Streams

10 Condensate 11 Solid Waste


13 Flue Gas Return


15 Heat Removed 16 Heat Removed 17 General heat losses

TEMP. fOEl

650

100

100

80

80

80

80

120

170

200

80

CamDosition

47150 #/hr flue gas 253 #/hr sulfur dioxide (SO2)

31 #/hr nitrogen oxides (NOx) 457 #/hr fly ash

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) 47 #/hr inerts

5714 #/hr air

51790 B/hr flue gas 22 #/hr sulfur dioxide (SO2)

4 O/hr nitrogen oxides (NOx) 1 #/hr fly ash

4782 #/hr air

0 BTlJ/hr heat removed 5,830,OOO BTU/hr heat removed

659,000 BTU/hr heat lost

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

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

TABLE 2.5

VEHICLE TRIP SUMMARY FOR

SNRB DEMONSTRATION PROJECT

Number of Vehicle Trips During:

Foundation General Operational Demolition

Installation Installation Testing

Vehicle

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)

0 0

3 - Trucks

(Waste Product

removal)

4 - Trucks

cc onstruction

equipment)

5 - Trucks

(Construction

equipment)

0

6 - Auto-

mobiles

lo/day

7 - Auto-

mobiles

0

'- Assumes no car pooling occurs.

663Ol/SNRB/JCP/O30689

0

0

7 first month 4 first month

7 last month 4 last month

40/day ave.‘::

60/day max.*

0

2-22

65 total

spread

evenly

85 total

spread

evenly

0

0

0 45 total

spread

evenly

15iday ave.':

b/day 0

baghouse 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

‘SORPTION BY SO,

i

ELECTRON BEAM

RADIATION

[

Gynd envjri3nmenfal (j 0 3 design

llz?z3 @UP

FLUE GAS NOx AND SO, CONTROL PROCESSES FIGURE 2.6 1

1 ABSORPTION OF NO, AND 1 SO, BY LIOUIDS WITH

LIOUID PHASE ,RED,UCTlOti OF NO, TO N, BY SO;

I : I I

OF NO OR RECYCLE IF NO,FOLLOWED BY

AESORPTION OF NO, LIQUID-PHASE OXIDATION OF NO, AND NO,

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

TABLE 2.6

ENVIRONMENTAL PERFORMANCE OF CLEAN COAL AND

CONVENTIONAL COAL-FIRED POWER PLANT TECHNOLOGIES

Technology -2 Reduction UK Emitted

CONVENTIONAL

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

90’ High reduction

30-50 Moderate reduction



50-70 No change

30-90 No change

10-90 No change

70-80 Small change

Integrated Gasification

Combined Cycle

Pressurized Fluidized Bed Combustion

Atmospheric Fluidized Bed Combustion

95-99

90-95

85-95

Moderate reduction

Moderate reduction

Moderate reduction

663Ol/SNRB/JCP/O30689 2-27

. 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,


b b 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 3.1 - Embankment in front

of the SNRB Demonstration Area

Photo 3.2 - Ohio River and

embankment, SNRB Demonstration

Al-e=

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 WAYNE NATIONAL FOREST

5’ APPROXIMATE LOCATION OF PARKS OR o 2~ NATURAL AREAS LISTED IN TABLE 3.2

OkI. FE=

CARROLL

ALLEDHENY

I -------I-

\ \

\

MARSHALL

__-------

3 cnv~!‘rionmental NATURAL AREA; IN THE 60% desvgn R.E. BURGER PLANT a gfoup

FIGURE 3.3 REGIONAL ENVIRONMENT

TABLE 3.2

NATURAL AREAS IN THE REBP REGIONAL ENVIRONMENT

Reference

Number Area Name

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

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

TABLE 3.2

NATURAL AREAS IN THE REBP REGIONAL ENVIRONMENT

(continued)

(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:

1.0 INTRODUCTION

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 Environmental Design Group, Inc.

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

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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 subsurface 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 analysis 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 dessication 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.

ia

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 probably 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 moisture 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<de of deposition is the added sediments in frcnt of the plant site. however, the river is regularly dredged under Corps of Engin22rs' ccntracts as it is a navigable wat2r- way. The beneficial effects of sed<mentation may thus be lost.

Considering the three subsurface s2ctions entitled A, B, and C, shown on Plates 2, 3, and 4 respectively, it is seen that a mantle of clay and clayey soils are in evidence below the site fills and most probably forms the surface mantle further to the north and towards the

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valley limestone wall. It is feasible that this clay cover, if continuous 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 encountered 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 characteristics 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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_ I I I_jil _ I I I_jil

.I Ill- .I Ill- -I II -I II

II I II I

BORING B-2 SURFACE ELEVATICC 657.64 COORDINATE

E -UNDlSTUREED SOIL SAMPLE

0 -LOST SOIL SAMPLE

22 -BLOWS PER FOOT P - HYDRAULICALLY PUSHED

TV - TORVANE TEST

UC - UNCONFINED COMPRESSION TEST Gs - SPECiFIC GRAVITY

C - CONSOLIOATICN TEST

LOG OF EORING Gilbart/Commonwsa~ch -- .--_ ,-..ll‘l ,.... ..A.. a .,-.w -

RATE A-3

LEGEND q -STANDARD PENETRATION TEST

DESCRIPTION

TX’1 szz c.2 ?c.m cLs.E: FEE c2m Fi;2-v STIFF To .TxP! cE:s21

BORING B-2 (CONT.)

.iiEpsLAi i .x!z-FS g

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

-

-

Gilbert/Cammonweaith ,_..,... c-v.... ._......... “.

FLATE A-5

LOG OF EORING

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

1 i

-- i j im iL4.3iLLj.ii . / j / /:i::/?,;.? 1 1 1 j I:f:dlLLj.? :zj4bz;;: ) 4 *,)::::I 74.i

. j j 1. j:I:j . ( ( ::.:I 'I>3Kz" 2Sl 6 22.5lLU2.L

_ I I u / 25/ i/i:.jl 27 4 27.0

30.1

LEGEND m -STANDARD PENETRATION TEST

B - UNOlSTUReEO SOIL SAMPLE 0 -LOST SOIL SAMPLE

22 --LOWS PER FOOT P -HYDRAULICALLY PUSHED

TV - TORVANE TEST UC - UNCCNFINED COMPRESSION TEST

Gs - S?EC:FIC GRAVITY

C -CCCNSiLID"TION TEST

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

LOG OF EORING Gilbsrt/CommonwselCh --_.-_ ,_.,...,.- ,.... .._.....-.- _ II

RATE A-C

i

i

65

TO

75

90

:

i

x i

8

11

11

38

90

96

100

IO3

110

II6

120

‘h 7 :. ; <~ . 1:

;t

:: ;: ? a ;;

g

3 “ :: :: 2

1 7

IL!

5 ihl

LOG OF @ORlNG

BORING B-3 (CONT.!

DESCRIPTICN

:121; ? AT 90 E ad a:1*/7s rz “Erz E.Kcb?rn AT 34.5 Czz.‘

GilbsrtfCommonweaith ---... ,__,. “.~ -,.-.. .w...._... e

. ,

1s.: 1s.:

BFl4 BFl4 ?i.i ?i.i

I I I (Lgl I I I I7 i:6g rigii 1 :Kl 2nlli.ll9P.i i:6g rigii 1 :Kl 2nlli.ll9P.i

$ +

I I I 7 I I I 7 I I I 7 I I I 7 25.6 25.6

4 4 ~&~;~,jSO /I/ I /I/ I 25 .I ::.‘I 1’30.. c I-i-: jagI zj, 4 lil;jr.. _. .7

Iii I ! I

25.3 I ! ,., 25 j 26.7 25 j 26.7

s I I I I

I ! r I I ! r*/ I I

i

: I

-

LEGEND @ - STANDARD PENETRATION TEST

q - UNDISTURBED SOIL SAMPLE 0 -LOST SOIL SAMPLE

22 -BLOWS PER FOOT P - HYDRAULICALLY PUSHED

TV - TORVANE TEST

UC -UNCONFINED COMPRESSION TEST GS - SPECIFIC GRAVITY

C - CONSOLID^TION TEST

BORING B-4 SURFACE ELEVATIOK 656.63’ COORDINATE

fl, G”b”r’/C”I”““II”_“_“Ith _-----_ ,_....., .-

RATE A-3

.

i “LT s2 g 2

-- :. z,,” 5 r” & > :I E’- Ll $5 2% :

2’: “I

z E- H: >: y&

zi $I 3% d:“% 6

II I I/ I

-1 II ’ _I III

I I

I Ill I

.I !I

: D ; 0 r ; = -

I 1 1co 9

1

I

I

$ : 3 z

$ b d

11 I

.sfJ 25

-7

-1

-6

.6

*I

<

I

0 17

‘5 20

u) 36

33

30

35

100

IO5

110

II5

120

2 1

i y;

!F 4:: vi’.

!gq g A.:<

,ti

F” ,:: ,. _.. . -,,

1. 2;; .

‘$

ji

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?

LOG OF BORING df Gilberr/Commonwcaith _-.---~ ,_.,-, ‘ -/.. ,. .- . . .._..__ -

RATE A-5

. i

lil L E 0, a, ; I Ii I - I 4

1 - - - - I r - -

‘- a- tear3 . 2.5 is

El

E ‘1, 5 i,z P: 2:

i z- = 25 g= 13.2 II I 2 2 15.2 /I I 25.4 -l-T 6 19 47.4 68.4 II I 24.5 111_ I I z2.1 I I x.2 l-r-r

13.7

II I 14.7

T-r-r

P A-L

‘I ;

-

2

I

6

1

3

1

1:

BORING B-5 SURFACE ELEVATICG 641.79’ COORDINATE

LEGEND W -STANDARD PENETRATION TEST - # -UNDISTURBED SOIL SAMPLE 0 -LOST SOIL SAMPLE

22 --LOWS PER FOOT P - HYDRAULICALLY PUSHED

TV - TORVANE TEST UC -UNCONFINED COMPRESSION TEST

G s - SPECIFiC GRAVITY

c - CCNSCLlDlTlON TEST -.

LUG OF EORING

DESCRIPTION

Gilbart/Commonwaalth ---_ ,-..*..,I- I . . . . - -...-.- -

BORING B-5 (CONT.I

i c ^ zE$ t g z- x ;: ;kk

!6-’ p- k,X s:, g; g; > :

R‘- *I zg 0s w i- 1- ru B

I HI

l - “i

/I I

.I lII//Lc

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

LS OESCRIPTION

i Crazes silt: zrd clayey M

- -/ ZCXE F ‘.ElX-x&D Fax<

LOG OF EORING Gilbcrt/Commonwoaith -. ,-.. “..c-l..s. F.., -.... L

RATE A-6

APPENDIX C

Personal Communication Documentation

ROUTE TO: ENVIRONMENTAL MITIGATION GROUP

TELEPHONE CALL RECORD

0 CALL RECEIVED @3 CALL INITIATED cl CALL RETURNED

OATE: I-JO-25 TIME: 16 10 rLM. JOBNO. // ?6/

NAME 7v anf j=--

COMPANY NAME Ic.s* &-L,,r ?a .

n,(u

cflJ)LV -I/ - s a&U ‘j DJ

r, J

TELEPHONE NO.

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

ENVIRONMENTAL MITIGATION GROUP

ROUTE TO:


0 CALL RECEIVED CALL INITIATED RI CALL RETURNED

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,

-? A 0 CC‘, /A f$dc co/L/L.

FURTHER ATTENTlON REOUEiED 7 YESJ NO-

BY DATE

ENVIRONME.NTAL MITIGATION GROUP


0 CALL RECEIVED 0 CALL INITIATED

ROUTE TO:

RETURNED

DATE: 2-L- CY TIME: 2: <-$,oM. JOE NO. & To/

NAME jkj i3Lw.J~ -

COMPANY NAME ti\ k* 5 L~(a&~~ I WlllU C,ll,“. PA-

F -01 TELEPHONE ~0.

@ -a’ I-

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CALLED REGARDING: flIPI LbL- /y-T& . .

. L b x3ro .4-J ( ,,+J~*w

lJ . 3 ,

1c k-.4 I r-4, cc-t

4l7-0.> .- OCd-C- . s c

- e+..Qtr tl- 7

-

/ FURTHER ATTENTlON REOURED 7 YES- NO-

DATE

ENVIRONMENTAL MITIGATION GROUP

k


RCUTE TO:

0 CALL RECEIVED Cl CALL INITIATED 0 CALL RETURNED

DATE: 1--+--f TIME:

NAME

?!Oa QIIg <JO;?; f~d~rro_

-----o*o u

COMPANY NAME

TELEPHONE NO. , c-c-r \

bgJ0-a

CALLED REGARDING: rc\k 0 0

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K::OO n+!

th e-vda#Q, -j--LLL&mPCIe.s I tn hrc~

?i- ppf c p+&- w J LLG2.C(/

FURTHER ATTENTlON REQUtRED 7 J

YES- NO-

BY r\c DATE

ENVIRONMENTAL MlTlGATlON GROUP

ROUTE TO:


CALL RECEIVED cl CALL INITIATED ALL RETURNED

0 ATE: 2 - 1 s --~8 “i TIME: ! ! id $ M. JOB NO. i’L 3d /

NAME TX4 tiAd! I

COMPANY NAME I? 5 L ” I

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TELEPHONE NO. : 1 91.l3cf-cioqo L

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CALLED REGARDING: LJ..~ t ic wy LJ

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n-cd L/L - ;q 5 &

246-Q I

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FURTHER ATTENTlON REGULRED 7 YES- NOL/

DATE

m envifonmen ta1 6 0% design

23 gl-oup

ROUTE TO:


Cl CALL RECEIVED q CALL INITIATED 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.

TELEPHONE NO. (% 3~x-z7-00

I

CALLED REGARDING: j-i* crw.t a.& vngyfoyald n&s: I

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2) (/ncI*ple.j. rrkr &,,.,& 4. ‘&$ - to.%% w W.vi. be& .h& =s, I && ‘&L- 4.17, . *. . . *. h

ftt4dd f&T7 - 7.77. . . . .+ - *. &.ii '87 - g,b% . . . - .' z

FURTHER ATTENTION REWIRED 7 YES-e.- -

DATE *!9/g7

TON - 531. L 03tllfl03kl NOllN311V tl3Hltlnd

;rw - 7 :9Niaw93t( a3iiv3

‘ON 3NOHd3131

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ROUTE TO:

RCL

JF!3


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

CALLED REGARDING: ~pw(CiII C+dv /A L&.& (23 f2m.d.G) O!&A. I

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

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klvrk,n+m I - hdy;, 6.

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I

W&d I f9h.h II& ” - P&e 6. I

SY DATE 2/z71g?

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

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

ii

1

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 ................................. Formation

morphology.. 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

Issued July 1981

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

WELL LOG AND DRILLING REPORT State of Ohio

NO CARBON PAPER NECESSI\RY-

SELF-TRANSCRIBING

DEPARTMENT OF NATURAL RESOURCES Division of Water Fountain Square

Columbus, Ohio 43224

593245

CONSTRUCTION DETAILS 1 BAILING OR PUMPING TEST

,SDsclhl ona b” Ci.Cli”Ol

Casing diameter J 6 “A- z v ‘.‘~ength of casing L-3 . Test 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.

WELL LOG* SKETCH SHOWING LOCATION

Formations: sands~ :e. shale, Fro”! lirmstone. ~‘.?\Cl. Clay

ST//- c/r, 7“2u- C-Ad I oft

Locate in reference to numbered stare highways, street inferseclions. cotmty roads. etc.

il N

/I

I DRlLLlNG FfRM DATE

SlGNED w

*If additional space is needed V, complete well log. use next CO”SBCU~~VB numbed folm.

ORIGINAL COPY - ODNR, DIVISION OF WATER, FOUNTAIN SO., COLS.,OHIO 43224

APPENDIX F

Documentation of Agency Contacts

United States Department of the Interior FISH AND WlLDLlFE SERVICE

Suite 322 315 south Allen street

State College, Pennsylvania 16801

February 17, 1989

Ms. Joan E. Brasaemle Geologist Envimnmental Mitigation Croup 1530-B Co-ce Drive Stud @&con), Ohio 44224-1711

Dear Ms. Brasaemle:

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.

Sincerely,

Charles J. KuI/p " supervisor

&closure

FEXXRALLYLISTEDENDAtGE3ED ANDTIIFu?A~SPEcISs IN PENNSYLVANIA

CcmnNNAME Sc1FNrIF1cNimE STAm DISTRIBUTION

FISIIES:

Sturgeon, shortnose*

l3PlmB

ruE

EECG:

esletw . Eaonprrecuan

-

Falan,ixrsic

-:

EQt, lrrdiam Qayyr-

L!?hzEzk . ‘ E -Fivacsdm iwhlticcbastal

Fah~tkkiui E Ehtkstate~-mnastirg

r++&2n%lis E Ehtirestate EklismlnlcrcngJY E mtksstate-myentirrt

E E?xk, o?ilixe, chestec, 088le, FtTce,WW& V==KDouflas

FF3 - 2, ;!;3 “HID DEPARTMEST OF

NATCRAL RESDLR(‘ES

Fountain Squaw Columbus, Ohio 4322-1

February 7, 1989

Ms Joan E. Brasaemle Environmental Mitigation Group 1530-B Comerce Drive Stow (Akron), OH 44224-1711

Dear Ms Brasaemle:

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 information 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.

Please contact me if you have any questions about this information.

Sincerely,

Patricia D. Jones Data Management Supervisor Natural Heritage Program

PDJ/sl

Rirhard F. Cclcste. Gi,wm~,r

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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

~“I;‘iFiOl;i~~~~~~~~ITI~ATION

n 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

MS. Joan E. Brasaemle Environmental Mitigation Group, Inc. 1533 Comerce Drive Stow, OH 44224

Dear Ns. Brasaemle:

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

MS. Joan E. Srasaemle - 2- February 7, 1989

Rethany Quad.

Agropyron trachycaulum

Paden City

Paspalum pubiflorum Cyparus inflexus

Littleton

Equisetum sylvaticum Aster steeleorum Heuchera alba

New Martinsville

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

Powhatan Point

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.

Sincerely,

&ukn &fldd

Brian R. McDonald Coordinator Natural Heritage Program Wildlife Resources Division

BRM:jc

Enclosures

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 range or very restricted range. 20 to 100

, occurrence3.

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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WESTERN PA CCNSER”ANCY PNOI wnern onice

316 FO”rlh *YenUB Pltlsburgh, PA 15222

412-288-2777

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

February 1, 1989

Ms. Joan E. Brasaelllle Geologist Environmental Mitigation Group 1530-B Commerce Drive stow, Ohio 44224-1711

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.

February 1, 1989

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, please retain the enclosed addendum.

If YOU have =“Y questions regarding the enclosed data PesPonse, or if you feel the Bureau of Forestry or the 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,

Kimberly ?4. Lutz / Data Manager PNDI - Western Office

C.C. K. McKenna, PNOI Coordinator J. Arway, PA Fish Commission C. Kulp, U.S. Fish and Wildlife Service J. Sitlinger, PA Game Commission

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.

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