finalenvironmentalassessment-appendicesd-h

APPENDIX D

Draft Permit Applications Page

Coastal Project Questionnaire ....................................................................................................... D1 Nationwide Permit 7 ..................................................................................................................... D2

D1

Coastal Project Questionnaire

PROJECT DESCRIPTION

Road Improvements:

- Remove existing concrete roadway and resurface project corridor with concrete (6 inches of concrete, 6 inches of base course and 16 inches of subbase).

- Widen 12-foot vehicle traffic lanes to 13 feet from the city pier (beginning of the proposed project) to Case Avenue (end of the proposed project), with clearly marked curbs and road shoulders and posted 15-mile-per-hour speed limits (Supplemental Figures A-1 through A-6). Existing 39-foot curb-to-curb dimensions of Front Street would generally be widened to 42 feet.

- Reconstruct two vertical pile/retaining systems near the Tlingit and Haida Regional Housing Authority and City Market buildings that are partially failing. The reconstruction will consist of acquiring the necessary right-of-way (ROW) and installation of a new stabilized earth wall that will support roads and sidewalks at the interface with adjacent buildings along Front Street (Figure 4 and Supplemental Figures B-4 and B-5).

Figure 1: Mechanically Stabilized Earth Wall

- Delineate 8-foot parking lanes throughout most of the project and add bulb-outs at the intersections of Front Street with Federal Way, Campbell Drive, McKinnon Street, and Lynch Street as shown on Supplemental Figures A-1 through A-6. Add a delineated parking lane to the western side of Front Street from Campbell Drive1 to Case Avenue (at its southern intersection with Front Street as shown on Supplemental Figures A-1 through A-6).

1 Campbell Drive is a U-shaped street with two intersections with Front Street; one near Federal Way and one near St. Michaels

Street. All references to Campbell Drive pertain to the southerly intersection near St. Michaels Street. See Supplemental Figures A-1 through A-6 and B-1 through B-6 for clarity.

- Improve existing circular turnaround for tour buses and truck traffic at the city pier (Supplemental Figure A-1).

- Improve truck-turning movement at the intersection of Front Street and McKinnon Street by restricting on-street parking and lengthening the curve (Supplemental Figure A-2).

- Reconfigure parking on Front Street at City Market from perpendicular parking to angled parking (Supplemental Figure A-5).

Pedestrian Facility Improvements:

- Remove existing concrete sidewalks along Front Street and Lynch Street (Supplemental Figure A-3) and replace with sidewalks that have widths, cross slopes, and ramps that meet Americans with Disabilities Act (ADA) standards and fit within the available ROW as described below:

Reconstruct 8-foot sidewalks on both sides of Front Street between city pier and Campbell Drive (Supplemental Figures A-1 through A-4).

Reconstruct and widen sidewalks on the northeast side of Front Street between Campbell Drive and Case Avenue to widths varying between 4 and 6 feet (Supplemental Figures A-1 through A-4).

Relocate the sidewalk across from City Market into the Sentry Hardware parking area in order to make needed space for angled parking at the City Market (Supplemental Figure A-5).

Construct new 6-foot sidewalks on the southwest side of Front Street between Campbell Drive and Case Avenue as shown on Supplemental Figures A-1 through A-4.

Reconstruct 4.5-foot sidewalks on both sides of the road on Lynch Street (Supplemental Figure A-3).

Construct new 8-foot sidewalks at the city pier turnaround area (Supplemental Figure A-1).

- Clearly define crosswalks by constructing 10-foot bulb-outs at the intersection of Front Street and Federal Way, Campbell Drive, McKinnon Street, and adding or reconstructing curbs (Supplemental Figures A-1 through A-6).

Utility Improvements:

- Lighting and Electrical (Supplemental Figures B-1 through B-6):

Add lighting to project corridor to meet American National Standard Practice of Roadway Lighting.

- Storm Drain Systems (Supplemental Figures B-1 through B-6):

Install storm drain stub-outs for individual properties along Front Street (totaling approximately 1,500 lineal feet) currently draining into sewage lines.

Replace all existing corrugated metal storm drainpipes along Front Street with approximately 4,725 lineal feet of new corrugated polyethylene pipe sized for anticipated peak flows and relocate where appropriate.

Enhance stormwater drainage along the entire corridor by providing 2-foot curb/gutters.

Install two oil-water separators to treat stormwater runoff entering Zimovia Strait (Supplemental Figures B-1 and B-4).

Construct new outfall to Zimovia Strait.

- Water/Sewer:

Increase capacity in water main line in Front Street by abandoning in-place the existing 8-inch asbestos cement pipe, and replace it with approximately 2,800 lineal feet of 10-inch high-density polyethylene pipe (Supplemental Figures B-1 through B-6).

Abandon 12-inch asbestos cement pipe sewer line across from City Market, and extend affected services to the existing 15-inch polyvinyl chloride line, which parallels the 12-inch line for approximately 250 feet (Supplemental Figures A-4 and A-5).

Encase sewer main at water main crossings where necessary and add stub outs.

Visual Character and Pedestrian Amenities:

- The visual character and pedestrian amenities will include the addition of lampposts on the Front Street sidewalks as shown on Figure 5 and Supplemental Figures A-1 through A-6. In addition, dark-red-colored glass chips would be floated into the grey concrete surface in Front Street sidewalks to replicate the appearance that the sidewalks are paved with crushed garnets. Areas planned for future landscaping would be preserved (graveled) rather than cemented. General depictions of the landscape and streetscape concepts are included in the WDRR in Appendix A.

Figure 2: Proposed Lamppost for Placement

Along Front Street

State of Alaska, Department of Natural Resources, Division of Coastal & Ocean Management

CPQ Revised 8/15/2008 Page 1 of 18

Coastal Project Questionnaire and Certification Statement

The Coastal Project Questionnaire (CPQ) is a diagnostic tool that will identify the state and federal permit requirements for your project that are subject to a consistency review. You must answer all questions. If you answer “Yes” to any of the questions, please call that specific department for further instructions to avoid delay in processing your application. You can find an agency contact list online at http://alaskacoast.state.ak.us/Contacts/PRCregcont.html. A complete project packet includes accurate maps and plan drawings at scales large enough to show details, copies of your state and federal permit applications, your answers to this questionnaire, and a complete consistency evaluation. DCOM will notify you within 21 days of receipt if the packet is incomplete and what information is still required. For additional information or assistance, you may call or email the Juneau Project Review at (907) 465-2142, or the Anchorage Project Review at (907) 269-7478. This CPQ document contains numerous hyperlinks (underlined text that has a connection to an internet web page) and is best viewed on-line. Additional instructions are available at http://www.alaskacoast.state.ak.us/Projects/pcpq.html APPLICANT INFORMATION

1. Jane Gendron; DOT&PF (Southeast Region)

Name of Applicant 6860 Glacier Highway Address Juneau Alaska 99811-2506 City/State/Zip 907-465-4499 Daytime Phone 907-465-6216 [email protected] Fax Number E-mail Address

2.

Agent (or responsible party if other than applicant) Address City/State/Zip Daytime Phone Fax Number E-mail Address

PROJECT INFORMATION Yes No 1. This activity is a: new project modification or addition to an existing project 2. If this is a modification or an addition, do you currently have any State, federal or local approvals for this activity?

NOTE: Approval means any form of authorization. If "yes," please list below: Approval Type Approval # Issuance Date Expiration Date

3. If this is a modification, was this original project reviewed for consistency with the Alaska Coastal Management Program? .............................................................................................................................................................................

Previous ACMP I.D. Number: (example: AK 0706-05AA or ID2004-0505JJ) Previous Project Name: Previous Project Applicant:

PROJECT DESCRIPTION Attach a complete and detailed narrative description of your new project or of your modification/addition including ALL associated facilities and changes to the current land or water use (if not already attached as part of an agency application). Clearly delineate the project boundaries and all property owners, including owners of adjacent land, on the site plan. The scale of the maps and plan drawings must be large enough to show pertinent details. Identify your proposed footprint or



disturbed area. If this project is a modification to an approved project, identify existing facilities and proposed changes on the site plan. Proposed starting date for project: Winter 2010 Proposed ending date for project: Winter 2011

PROJECT LOCATION and LAND OWNERSHIP Yes No

4. Describe/identify the project location on a map (Including nearest community, the name of the nearest land feature or body of water, and other legal description such as a survey or lot number.). Township 62S Range 83E Section 25 Meridian Copper River Latitude/Longitude 56.470830 / -132.376670 (Decimal Degrees) USGS Quad Map Petersburg B-2NE

5. The project is located on: State land or water* Federal land Private land Municipal land (Check all that apply) Mental Health Trust land University of Alaska land Contact the applicable landowner(s) to obtain necessary authorization. State land ownership can be verified using Alaska Mapper. *State land can be uplands, tidelands or submerged lands to 3 miles offshore.

6. Is the project within or associated with the Trans Alaska Pipeline corridor? ......................................................................

COASTAL DISTRICT Yes No

7. Is the project located in a coastal district? .......................................................................................................................... If yes, identify the applicable coastal district(s) Wrangell Coastal District – NO CZMP and contact them to ensure your project conforms with district policies and zoning requirements. Coastal districts are a municipality or borough, home rule or first class city, second class municipality with planning powers, or coastal resource service area. A coastal district is a participant in the State's consistency review process. Early interaction with the district can benefit you significantly; please contact the district representative listed on the contact list at http://www.alaskacoast.state.ak.us/Contacts/PRCregcont.html

DEPARTMENT OF NATURAL RESOURCES (DNR) APPROVALS

DNR DIVISION OF MINING, LAND & WATER- LAND SECTION Yes No 1. Is the proposed project on State-owned land or water or will you need to cross State-owned land for access? (NOTE:

State land includes the land below the ordinary high water line of navigable streams, rivers and lakes, and in marine waters, below the mean high tide line seaward for three miles. State land does not include Alaska Mental Health Trust Land or University of Alaska Land.) ……………………………………………………………..………………………..

2. If you answered yes to the question above, indicate the person you contacted at the appropriate Division of Mining,

Land and Water regional office for information.

a) Name/date of Contact: b) Is an application required for the proposed activity? ..................................................................................................... c) If “YES” then submit a signed copy of the completed application to the DCOM. If “No”, explain why an application

isn’t required. Explanation:

DNR DIVISION OF MINING, LAND & WATER- MATERIALS SECTION Yes No 3. Do you plan to dredge or otherwise excavate or remove materials such as rock, sand, gravel, peat, or overburden from

any land regardless of ownership? ......................................................................................................................................

a) Location of excavation site if different than the project site:

Township Range Section Meridian 4. At any one site (regardless of land ownership), do you plan any of the following? ............................................................

Excavate five or more acres over a year’s time Excavate 50,000 cubic yards or more of materials (rock, sand, gravel, soil, peat, overburden, etc.) over a year’s

time

Have a cumulative, un-reclaimed, excavated area of five or more acres 5. Do you plan to place fill or excavated material on State-owned land? ...............................................................................

a) Location of fill or material disposal site if different than the project site: Township Range Section Meridian

6. If you answered yes to any question above, indicate the person you contacted at the appropriate Division of Mining,

NOTE: The streets are owned by the City and Borough of Wrangell



Land and Water regional office for information. a) Name/date of Contact: b) Is an application required for the proposed activity? ...................................................................................................... c) If “YES” then submit a signed copy of the completed application to the DCOM. If “No”, explain why an application

isn’t required. Explanation: While the proposed project will require material, it will be contractor-supplied. The project is estimated to require the following materials:

5,980 cubic yards (cy) shot rock 2,070 cy 2-inch minus base course 2,520 square yards (sy) 6” Class A-A concrete 2,520 sy 4” concrete (sidewalks) 860 sy 6” concrete (sidewalks)

Likely material sources include the airport quarry and various sand/gravel extraction operations in the Stikine River. The contractor will be responsible for ensuring that the material sites comply with environmental regulations.

DNR DIVISION OF MINING, LAND & WATER- MINING SECTION Yes No 7. Do you plan to mine for locatable minerals such as silver, gold, or copper? ..................................................................... 8. Do you plan to explore for or extract coal? ........................................................................................................................ 9. If you answered yes to any question above, indicate the person you contacted at the appropriate Division of Mining,


a) Name/date of Contact: b) Is an application required for the proposed activity? ...................................................................................................... c) If “YES” then submit a signed copy of the completed application to the DCOM. If “No”, explain why an application


DNR DIVISION OF MINING, LAND & WATER- WATER SECTION Yes No 10. Will this project or development divert, impound, withdraw, or use any fresh water (regardless of land ownership)? (NOTE: If you know of other water users who withdraw from the same source or any potential conflicts affecting this use of water, contact the Water Section. If you are obtaining water exclusively from either an existing Public Water Supply or from a rainwater catchment system, you are not required to contact the DNR Water Section regional office.) ......................

a) Check all points-of-withdrawal or water sources that apply:

Public Water system (name): Stream or Lake (name): Well Rain catchment system Other:

b) Intended use(s) of water: c) Amount (maximum daily, not average, in gallons per day): d) Is the point of water withdrawal on property you own? …………………………………………………………...........

11. Do you plan to build or alter a dam (regardless of land ownership)? .................................................................................. 12. If you answered yes to any question above, indicate the person you contacted at the appropriate Division of Mining,


a) Name/date of Contact: b) Is an application required for the proposed activity? ....................................................................................................... c) If “YES” then submit a signed copy of the completed application to the DCOM. If “No”, explain why an application


DNR DIVISION OF FORESTRY Yes No 13. Does your operation meet both of the following criteria on any land, regardless of ownership?

a) The project will commercially harvest timber on 10 or more acres, or commercially harvest timber that intersects, encompasses, or borders on surface waters, and

b) The project involves one or more of the following: site preparation, thinning, slash treatment, construction and maintenance of roads associated with a commercial timber harvest, or any other activity leading to or connected to a commercial timber harvest operation…………………………........................................................................................



14. If you answered yes to any question above, indicate the person you contacted at the appropriate Division of Forestry regional office for information.

a) Name/date of Contact: b) Is an application required for the proposed activity? ...................................................................................................... c) If “YES” then submit a signed copy of the completed application to the DCOM. If “No”, explain why an application


DNR DIVISION OF OIL & GAS Yes No

15. a) Will you be exploring for or producing oil and/or gas? ………………………………………………………………... b) Will you conduct surface use activities on/within an oil and gas lease or unit? ……………………………………….

If yes, please specify: 16. Do you plan to drill a geothermal well (regardless of land ownership)? …………………………………………………. 17. If you answered yes to any question above, indicate the person you contacted at the appropriate Division of Oil & Gas

office for information.

a) Name/date of Contact: b) Is an application required for the proposed activity? …………………………………………………………………... c) If “YES” then submit a signed copy of the completed application to the DCOM. If “No”, explain why an application

isn’t required. Explanation: Visit the Division of Oil & Gas website for application forms and additional information.

DNR OFFICE OF HISTORY & ARCHAEOLOGY Yes No 18. Will you investigate, remove, or impact historical, archaeological or paleontological resources (anything over 50 years

old) on State-owned land? …………………………………………………………………………………………………

19. If you answered yes to the question above, indicate the person you contacted at the State Historic Preservation Office

for information.

a) Name/date of Contact: The project team has had ongoing communication regarding this project with SHPO since December 2008. The Federal Highway Administration submitted a finding of no historic properties adversely affected letter to SHPO on June 1, 2010, and SHPO concurred with this finding on <<fill in DATE when we receive concurrene>>.

DNR DIVISION OF GEOLOGICAL & GEOPHYSICAL SURVEYS Yes No 20. Is the proposed project located within a natural hazard area designated by a coastal district in the approved district

plan? (Refer to the district plan or contact the coastal district office.) …………………………………………………….

a) If “yes”, describe the measures you will take in the siting, design, construction, and operation of the proposed activity

to protect public safety, services, and the environment from potential damage caused by the designated natural hazard(s) in the Natural Hazards portion of the attached Coastal Consistency Evaluation (11 AAC 112.210).

21. If you have contacted someone, please indicate the person you contacted at the Coastal District or the State for information. The Division of Geological & Geophysical Survey may have additional information on hazards for the area.

a) Name/date of Contact:

DNR DIVISION OF PARKS & OUTDOOR RECREATION Yes No 22. Is the proposed project located in a unit of the Alaska State Park System including navigable waters, tidelands or

submerged lands to three miles offshore? ………………………………………………………………………………….

23. If you answered yes to any question above, indicate the person you contacted at the appropriate DNR Division of Parks

& Recreation office for information.

a) Name/date of Contact: b) Is an application required for the proposed activity? …………………………………………………………………... c) If “YES” then submit a signed copy of the completed application to the DCOM. If “No”, explain why an application


DNR APPROVALS



List the Department of Natural Resources permits or authorizations required for your project below: Types of project approvals or permits needed. Date application submitted

DEPARTMENT OF FISH AND GAME (DFG) APPROVALS

Yes

No

1. Is your project located in a designated State Game Refuge, Critical Habitat Area or State Game Sanctuary? …………... 2. Does your project include construction/operation of a salmon hatchery? ………………………………………………… 3. Does your project affect, or is it related to, a previously permitted salmon hatchery? …………………………………… 4. Does your project include construction of an aquatic farm? ……………………………………………………………… 5. Will you work in, remove water or material from, or place anything in, a stream, river or lake? (NOTE: This includes

work or activities below the ordinary high water mark or on ice, in the active flood plain, on islands, in or on the face of the banks, or, for streams entering or flowing through tidelands, above the level of mean lower low tide. If the proposed project is located within a special flood hazard area, a municipal floodplain development permit may be required. Contact the affected city or borough planning department for additional information and a floodplain determination.) ……………………………………………………………………………………………………………..

a) If yes, name of waterbody:

6. If you answered yes to any questions above, indicate the person you contacted at the appropriate Department of Fish and Game office for information. (For projects involving Hatcheries or Aquatic Farms, please contact the Division of Commercial Fisheries. Other projects should contact the Division of Habitat.)

a) Name/date of Contact: b) Is an application required for the proposed activity? …………………………………………………………………. c) If “YES” then submit a signed copy of the completed application to the DCOM. If “No”, explain why an application


DFG APPROVALS List the Department of Fish and Game permits or authorizations required for your project below: Types of project approvals or permits needed. Date application submitted

DEPARTMENT OF ENVIRONMENTAL CONSERVATION (DEC) APPROVALS

DEC DIVISION OF WATER Yes No 1 a) Will a discharge of non-domestic wastewater to lands, waters, or the subsurface of the state occur? (NOTE: Non-

domestic wastewater includes wastewater from commercial or industrial facilities, excavation projects, wastewater from man-made containers or containment areas, or any other non-domestic wastewater disposal activities see 18 AAC 72.990 for definitions.) …………………………………………………………………………………………...

b) Will a discharge of domestic wastewater or septage to lands, waters or the subsurface of the state occur? (see 18 AAC

72.990 for definitions.) ……………………………………………………………………………………………..

c) Will the wastewater disposal activity require a mixing zone or zone of deposit to meet Water Quality Standards

(WQS)? (Many disposal activities require a mixing zone to meet WQS, contact DEC if unsure.) ……………………..

d) Will the project include a stormwater collection/discharge system? …………………………………………………… e) Will the project include placing fill in wetlands? ………………………………………………………………………. f) Is the surrounding area inundated with water at any time of the year? …………………………………………………. g) Do you intend to construct, install, modify or use any part of a domestic or non-domestic wastewater treatment or

disposal system? …………………………………………………………………………………………………………

2. Does your project qualify for a general permit for wastewater? ............................................................... 3. If you answered yes to any questions above, indicate the person you contacted at the DEC-Division of Water for

information.



a) Name/date of Contact: David Khan, William Ashton, and Joran Freeman (4-22-09); Greg Drzewiecki (8-18-10) b) Is an application required for the proposed activity? …………………………………………………………………... c) If “YES” then submit a signed copy of the completed application to the DCOM. If “No”, explain why an application

isn’t required. Explanation: The outfall will discharge storm water into Zimovia Strait. Project engineering plans will need to be submitted for review. An electronic Notice of Intent will need to be filed prior to construction, a General Construction Permit will need to be obtained, and Storm Water Pollution Prevention Plan will need to be developed. An approval to construct will need to be issued prior to construction. The portion of the project that is inundated with water during the year is the intertidal area where a new storm drain outfall location proposed.

DEC DIVISION OF ENVIRONMENTAL HEALTH

Yes No

4 a) Will your project result in construction, modification, or operation of a facility for solid waste disposal? (NOTE: Solid waste means drilling wastes, household garbage, refuse, sludge, construction or demolition wastes, industrial solid waste, asbestos, and other discarded, abandoned, or unwanted solid or semi-solid material, whether or not subject to decomposition, originating from any source. Disposal means placement of solid waste on land.) ……….

b) Will your project result in treatment of solid waste at the site? (Examples of treatment methods include, but are not

limited to: incineration, open burning, baling, and composting.) ………………………………………………………

c) Will your project result in storage or transfer of solid waste at the site? ………………………………………………. d) Will the project result in storage of more than 50 tons of materials for reuse, recycling, or resource recovery? ……… e) Will any sewage solids or biosolids be disposed of or land-applied to the site? (NOTE: Sewage solids include wastes

that have been removed from a wastewater treatment plant system, such as a septic tank lagoon dredge, or wastewater treatment sludge that contain no free liquids. Biosolids are the solid, semi- solid or liquid residues produced during the treatment of domestic septage in a treatment works which are land applied for beneficial use.) ..

5. Will your project require application of oil, pesticides, and/or any other broadcast chemicals? …………………………. 6. Does your project qualify for a general permit for solid waste? ................................................................ 7. If you answered yes to any question above, indicate the person you contacted at the DEC- Division of Environmental

Health for information.

a) Name/date of Contact: Douglas Buteyn (907)451-2135 b) Is an application required for the proposed activity? …………………………………………………………………... c) If “YES” then submit a signed copy of the completed application to the DCOM. If “No”, explain why an application

isn’t required. Explanation: No – concrete is an exempt material under the solid waste regulations and doesn’t require permit to store.

DEC DIVISION OF AIR QUALITY Yes No 8 a) Will you have an asphalt plant designed to process no less than five tons per hour of product? ………………………

b) Will you have a thermal remediation unit with a rated capacity of at least five tons per hours of untreated material? .. c) Will you have a rock crusher with a rated capacity of at least five tons per hour? …………………………………….. d) Will you have one or more incinerators with a cumulative rated capacity of 1,000 pounds or more per hour? ……….. e) Will you have a coal preparation plant? ………………………………………………………………………………... f) Will you have a Port of Anchorage stationary source? …………………………………………………………………. g) Will you have a facility with the potential to emit no less than 100 tons per year of any regulated air contaminant?..... h) Will you have a facility with the potential to emit no less than 10 tons per year of any hazardous air contaminant or

25 tons per year of all hazardous air contaminants?........................................................................................................

i) Will you be constructing a new stationary source with a potential to emit greater than: ………………………………

15 tons per year (tpy) of PM-10 40 tpy of nitrogen oxides 40 tpy of sulfur dioxide 0.6 tpy of lead; or 100 tpy of CO within 10 km of a nonattainment area

j) Will you be commencing construction, or (if not already authorized under 18 AAC 50) relocating a portable oil and gas operation? (answer “yes” unless you will comply with an existing operating permit developed for the portable oil and gas operation at the permitted location; or you will operate as allowed under AS 46.14.275 without an operating permit) ………………………………………………………………………………………………………....................

k) Will you be commencing construction or (if not already authorized under 18 AAC 50) relocating an emission unit

with a rated capacity of 10 million Btu or more per hour in a sulfur dioxide special protection area established under



18 AAC 50.025? ………………………………………………………………………………………………………… l) Will you be commencing a physical change to or a change in the method of construction of an existing stationary

source with a potential to emit an air pollutant greater than an amount listed in g) that will cause for that pollutant an emission increase (calculated at your discretion) as either an increase in potential to emit that is greater than:

10 tpy of PM-10 10 tpy of sulfur dioxide 10 tpy of nitrogen oxides; or 100 tpy of CO within 10 km of a nonattainment area; or

actual emissions and a net emissions increase greater than: 10 tpy of PM-10 10 tpy of sulfur dioxide 10 tpy of nitrogen oxides; or 100 tpy of CO within 10 km of a nonattainment area

m) Will you be commencing construction or making a major modification of a Prevention of Significant Deterioration stationary source under 18 AAC 50.306? ………………………………………………………………………………..

n) Will you be commencing construction or making a major modification of a nonattainment area major stationary source under 18 AAC 50.311? …………………………………………………………………………………………...

o) Will you be commencing construction or reconstructing a major stationary source under 18 AAC 50.316, for hazardous air pollutants? Definition of Regulated Air Pollutants can be found at http://www.epa.gov/ttn/oarpg/t5/memoranda/rapdef.pdf ..................................................................................................

9. If you answered yes to any questions above, indicate the person you contacted at the DEC- Division of Air Quality for

information.

a) Name/date of Contact: b) Is an application required for the proposed activity? …………………………………………………………………… c) If “YES” then submit a signed copy of the completed application to the DCOM. If “No”, explain why an application


DEC DIVISION OF SPILL PREVENTION AND RESPONSE Yes No 10 a) Will your project involve the operation of waterborne tank vessels or oil barges that carry crude or non crude oil as

bulk cargo, or the transfer of oil or other petroleum products to or from such a vessel or a pipeline system? ………….

b) Will your project require or include onshore or offshore oil facilities with an effective aggregate storage capacity of

greater than 5,000 barrels of crude oil or greater than 10,000 barrels of non-crude oil? ………………………………..

c) Will you operate facilities on land or water for exploration or production of hydrocarbons? ………………………….

11. If you answered yes to any questions above, indicate the person you contacted at the DEC-Division of Spill Prevention and Response office for information.

a) Name/date of Contact: b) Is a plan required for the proposed activity? …………………………………………………………………… c) If “YES” then submit a signed copy of the completed Oil Discharge Prevention & Contingency Plan to the DCOM.

If “No”, explain why an application isn’t required. Explanation:

DEC APPROVALS

List the Department of Environmental Conservation permits or authorizations required for your project below: Types of plan approvals or permits needed Date application submitted

FEDERAL APPROVALS

U.S. ARMY CORPS OF ENGINEERS (USACE) Yes No 1. Will you discharge dredged and/or fill material or perform dredging activities in waters of the U.S? Section 404 of the

Clean Water Act requires that a Department of the Army permit be obtained for the placement or discharge of dredged and/or fill material into waters of the U.S., including wetlands (33 U.S.C. 1344). (Your application to the USACE would



also serve as application for DEC Water Quality Certification.) …………………………………. 2. Will you place fill or structures or perform work in waters of the U.S? Section 10 of the Rivers and Harbors Act of

1899 requires that a Department of the Army permit be obtained for structures or work in or affecting navigable waters of the U.S. (33 U.S.C. 403) (Waters of the U.S. include marine waters subject to the ebb and flow of the tide, rivers, streams, lakes tributaries, and wetlands. If you are not certain whether your proposed project is located within a wetland, contact the USACE Regulatory Division to request a wetlands determination. For additional information about the Regulatory Program, visit www.poa.usace.army.mil/reg) ………………………………………..

3. If you answered yes to the question above, indicate the person you contacted at the US Army Corps of Engineers for

information.

a) Name/date of Contact: Tiffany Hamilton, 12-29-09 – see attached JD; Matthew Brody, 8-18-10, stated that Nationwide Permit 7 for Outfall Structures and Associated Intakes would need to be submitted to the USACE for review and verification. Also, a Pre-Construction Notice will need to be completed and filed.

b) Is an application required for the proposed activity? …………………………………………………………………… c) If “YES” then submit a signed copy of the completed application to the DCOM. If “No”, explain why an application


BUREAU OF LAND MANAGEMENT (BLM) Yes No 4. Is the proposed project located on BLM land, or will you need to cross BLM land for access? …………………………. 5. If you answered yes to the question above, indicate the person you contacted at the Bureau of Land Management for

information.



U.S. COAST GUARD (USCG) Yes No 6 a) Do you plan to construct a bridge or causeway over tidal (ocean) waters, or navigable rivers, streams or lakes? ……...

b) Does your project involve building an access to an island? ……………………………………………………………. c) Do you plan to site, construct, or operate a deepwater port? ……………………………………………………………

7. If you answered yes to any question above, indicate the person you contacted at the appropriate US Coast Guard office for information.



U.S. ENVIRONMENTAL PROTECTION AGENCY (EPA) Yes No 8 a) Will the proposed project have a discharge to any waters? ……………………………………………………………...

b) Will you dispose of sewage sludge? ……………………………………………………………………………………. c) Will construction of your project expose 1 or more acres of soil? (NOTE: This applies to the total amount of land

disturbed, even if disturbance is distributed over more than one season, and also applies to areas that are part of a larger common plan of development or sale.) …………………………………………………………………………...

d) Is your project an industrial facility that will have stormwater discharge directly related to manufacturing, processing,

or raw materials storage areas at an industrial plant? If you answered yes to c) or d), your project may require an NPDES Stormwater permit ………………………………………………………………………………………………

9. If you answered yes to any question above, indicate the person you contacted at the US Environmental Protection

Agency for information.

a) Name/date of Contact: Julie Congdon, EPA, (206) 553-2752 4-27-09; William Ashton, ADEC, (907) 269-6283, 11/18/2009; Greg Drzewiecki, ADEC, (907) 269-7692, 8-18-10.

b) Is an application required for the proposed activity? …………………………………………………………………… c) If “YES” then submit a signed copy of the completed application to the DCOM. If “No”, explain why an application



isn’t required. Explanation: Work will be completed under construction general permit (CGP) – a Notice of Intent will be submitted prior to construction and a Stormwater Pollution Prevention Plan will be developed in association with the CGP. (Please note that the CGP is now operated by the Alaska Department of Environmental Conservation)

FEDERAL AVIATION ADMINISTRATION (FAA) Yes No 10 a) Is your project located within five miles of any public airport? ………………………………………………………

b) Will you have a waste discharge that is likely to decay within 5,000 feet of any public airport? …………………… 11. If you answered yes to the question above, indicate the person you contacted at the Federal Aviation Administration

for information.

a) Name/date of Contact Robert Van Haastert, Air Traffic Division, 271-5863, left message detailing project on 4-21-09

FEDERAL ENERGY REGULATORY COMMISSION (FERC) Yes No 12 a) Does the project include any of the following: …………………………………………………………………………

1) a non-federal hydroelectric project on any navigable body of water 2) locating a hydro project on federal land (including transmission lines) 3) using surplus water from any federal government dam for a hydro project

b) Does the project include construction and operation, or abandonment of interstate natural gas pipeline facilities under sections 7 (b) and (c) of the Natural Gas Act (NGA)? .....………………………………………………………

c) Does the project include construction and operation of natural gas or liquefied natural gas importation or exportation facilities under section 3 of the NGA? .........................................................................................................

d) Does the project include construction for physical interconnection of electric transmission facilities under section 202 (b) of the FPA? ……………………………………………………………………………………………………

13. If you answered yes to any question above, indicate the person you contacted at the appropriate Federal Energy Regulatory Commission office for information.



U.S. FOREST SERVICE (USFS) Yes No 14 a) Does the proposed project involve construction on USFS land? ………………………………………………………..

b) Does the proposed project involve the crossing of USFS land with a water line? ……………………………………... c) The current list of Forest Service permits that require ACMP consistency review are online at

http://alaskacoast.state.ak.us/Clawhome/handbook/pdf/11_AAC_110.pdf in Article 4, 11 AAC 110.400, pages 28-30. Does your proposed project include any of Forest Service authorizations found on pages 28-30 of the ACMP Handbook? ………………………………………………………………………………………………………………

15. If you answered yes to any question above, indicate the person you contacted at United States Forest Service for

information.



U.S. FISH AND WILDLIFE SERVICE (USFWS) Yes No 16 a) Is your proposed project on land managed by the USFWS? …………………………………………………………….

b) Does your project require a Right of Way from the USFWS under 50 C.F.R. 29 and 50 C.F.R 36? .............................. 17. If you answered yes to any question above, indicate the person you contacted at the US Fish and Wildlife Service for

information.





OTHER FEDERAL AGENCY APPROVALS Yes No 18 a) Other Federal agencies with authorizations reviewable under the Alaska Coastal Management Program are posted

online at http://alaskacoast.state.ak.us/Clawhome/handbook/pdf/11_AAC_110.pdf in Article 4, 11 AAC 110.400, pages 28-30. Does your proposed project include any of the Federal agency authorizations found on pages 28-30 of the ACMP Handbook? …………………………………………………………………………………………………...

b) If yes, which federal authorizations?

19. Have you applied for any other federal permits or authorizations? ………………………………………………………..

Agency Approval Type Date Submitted

Note: The Coastal Project Questionnaire (CPQ) identifies state and federal permits subject to a consistency review. You may need additional permits from other agencies or the affected city and borough government to proceed with your activity. Attach the documentation requested under the Project Description.

ACMP Consistency Evaluation & Certification Statement

Pursuant to 11 AAC 110.215 (a)(1)(c), the applicant shall submit an evaluation of how the proposed project is consistent with the statewide standards at 11 AAC 112.200 - 11 AAC 112.990 and with the applicable district enforceable policies, sufficient to support the consistency certification. Evaluate your project against each section of the state standards and applicable district enforceable policies using the template below or by submitting a narrative description in letter or report form. District enforceable policies are available on the ACMP website at http://www.alaskacoast.state.ak.us. Definitions of key terms can be found at: 11 AAC 110.990, 11 AAC 112.990 and 11 AAC 114.990. If you need more space for an adequate explanation of any of the applicable standards, please attach additional pages to the end of this document. Be sure to include references to the specific sections and subsections that you are evaluating.

STATEWIDE STANDARDS 11 AAC 112.200. Coastal Development Standard: (a) In planning for and approving development in or adjacent to coastal waters, districts and state agencies shall manage coastal land and water uses in such a manner that those uses that are economically or physically dependent on a coastal location are given higher priority when compared to uses that do not economically or physically require a coastal location. (b) Districts and state agencies shall give, in the following order, priority to (1) water-dependent uses and activities; (2) water-related uses and activities; and (3) uses and activities that are neither water-dependent nor water-related for which there is no practicable inland alternative to meet the public need for the use or activity. (c) The placement of structures and the discharge of dredged or fill material into coastal water must, at a minimum, comply with the standards contained in 33 CFR Parts 320 - 323, revised as of July 1, 2003. Evaluation: (a) How is your project economically or physically dependent on a coastal location? Why are you proposing to place the project at the selected location? The proposed action would make improvements to the existing Front and Lynch Streets and its sidewalks. As such, it cannot be relocated. (b) Evaluation of development priority. (1) How is the proposed project water-dependent? Explain. The proposed project is not water dependent. (2) How is the proposed project water-related? Explain. The proposed action is not water-related. (3) If the proposed project is neither water-dependent nor water-related, please explain why there is not a practicable inland alternative that meets the public need for the use or activity. Explain. The proposed action improves and existing road system that cannot be relocated. (c) DCOM defers to the United States Corps of Engineers (USACE) to interpret compliance with the referenced


Consistency Evaluation 8/15/2008 Page 11 of 18

standards. If you plan to discharge or fill waters of the US, have you applied to the Corps of Engineers for the appropriate authorization? Yes, a NWP-7 Outfall Structures and Associated Intakes will be submitted to USACE for review and verification. 11 AAC 112.210. Natural hazard areas. Standard: (a) In addition to those identified in 11 AAC 112.990, the department, or a district in a district plan, may designate other natural processes or adverse conditions that present a threat to life or property in the coastal area as natural hazards. Such designations must provide the scientific basis for designating the natural process or adverse condition as a natural hazard in the coastal area, along with supporting scientific evidence for the designation. (b) Areas likely to be affected by the occurrence of a natural hazard may be designated as natural hazard areas by a state agency or, under 11 AAC 114.250(b), by a district. (c) Development in a natural hazard area may not be found consistent unless the applicant has taken appropriate measures in the siting, design, construction, and operation of the proposed activity to protect public safety, services, and the environment from potential damage caused by known natural hazards. (d) For purposes of (c) of this section, "appropriate measures in the siting, design, construction, and operation of the proposed activity" means those measures that, in the judgment of the coordinating agency, in consultation with the department’s division of geological and geophysical surveys, the Department of Community and Economic Development as state coordinating agency for the National Flood Insurance Program under 44 C.F.R. 60.25, and other local and state agencies with expertise, (1) satisfy relevant codes and safety standards; or (2) in the absence of such codes and standards; (A) the project plans are approved by an engineer who is registered in the state and has engineering experience concerning the specific natural hazard; or (B) the level of risk presented by the design of the project is low and appropriately addressed by the project plans. Evaluation: (a) Describe the natural hazards designated in the district plan as they affect this site. (b) Describe how the proposed project is designed to accommodate the designated hazards. How will you use site design and operate the proposed activity to protect public safety, services and the environment from potential damaged caused by known natural hazards? The proposed road and sidewalk improvement in downtown Wrangell is not located in a district-identified natural hazard area. (d)(1) Describe the measures you will take to meet relevant codes and safety standards in the siting, design, construction and operation of the proposed activity. (d)(2)(A) If your project is located in an area without codes and safety standards, how is your project engineered for the specific natural hazard? Give the name of the appropriately qualified registered engineer who will approve the plans for protecting public safety, services, and the environment from damage caused by hazards OR (d)(2)(B) If the level of risk presented by the design of the project is low, how do the project plans and project design address the potential natural hazard? N/A; not in a natural hazard area. 11 AAC 112.220. Coastal access. Standard: Districts and state agencies shall ensure that projects maintain and, where appropriate, increase public access to, from, and along coastal water. Evaluation: Please explain how the proposed project will maintain and, where appropriate, increase public access to, from and along coastal water. This project will maintain access and increase pedestrian safety travelling to/from the City Pier, as the proposed project improves the road and sidewalk surfaces along Front and Lynch Streets.



11 AAC 112.230. Energy facilities. Standard: (a) The siting and approval of major energy facilities by districts and state agencies must be based, to the extent practicable, on the following standards: (1) site facilities so as to minimize adverse environmental and social effects while satisfying industrial requirements; (2) site facilities so as to be compatible with existing and subsequent adjacent uses and projected community needs; (3) consolidate facilities; (4) consider the concurrent use of facilities for public or economic reasons; (5) cooperate with landowners, developers, and federal agencies in the development of facilities; (6) select sites with sufficient acreage to allow for reasonable expansion of facilities; (7) site facilities where existing infrastructure, including roads, docks, and airstrips, is capable of satisfying industrial requirements; (8) select harbors and shipping routes with least exposure to reefs, shoals, drift ice, and other obstructions; (9) encourage the use of vessel traffic control and collision avoidance systems; (10) select sites where development will require minimal site clearing, dredging, and construction; (11) site facilities so as to minimize the probability, along shipping routes, of spills or other forms of contamination that would affect fishing grounds, spawning grounds, and other biologically productive or vulnerable habitats, including marine mammal rookeries and hauling out grounds and waterfowl nesting areas; (12) site facilities so that design and construction of those facilities and support infrastructures in coastal areas will allow for the free passage and movement of fish and wildlife with due consideration for historic migratory patterns; (13) site facilities so that areas of particular scenic, recreational, environmental, or cultural value, identified in district plans, will be protected; (14) site facilities in areas of least biological productivity, diversity, and vulnerability and where effluents and spills can be controlled or contained; (15) site facilities where winds and air currents disperse airborne emissions that cannot be captured before escape into the atmosphere; (16) site facilities so that associated vessel operations or activities will not result in overcrowded harbors or interfere with fishing operations and equipment. (b) The uses authorized by the issuance of state and federal leases, easements, contracts, rights-of-way, or permits for mineral and petroleum resource extraction are uses of state concern. Evaluation:

(a) If this standard applies to your project, please describe in detail how the proposed project is designed to meet each applicable section of this standard:

N/A-The proposed action does not include construction of energy facilities

(b) List the authorizations for state and federal leases, easements, contracts, rights-of-way, water rights, or permits for mineral and petroleum resource extraction you have applied for or received.

None 11 AAC 112.240. Utility routes and facilities. Standard: (a) Utility routes and facilities must be sited inland from beaches and shorelines unless (1) the route or facility is water-dependent or water related; or (2) no practicable inland alternative exists to meet the public need for the route or facility. (b) Utility routes and facilities along the coast must avoid, minimize, or mitigate (1) alterations in surface and ground water drainage patterns; (2) disruption in known or reasonably foreseeable wildlife transit; (3) blockage of existing or traditional access. Evaluation: (a) If the proposed utility route or facility is sited adjacent to beaches or shorelines, explain how the route or facility is water dependent water related or why no practical inland alternative exits. The proposed action is improving existing utility infrastructure. The project is not water-dependent, but does improve existing road, sidewalks and utilities on roads near the water. A storm water outfall will be placed in



the intertidal area of Zimovia Strait. (b) If the proposed utility route or facility is sited along the coast, explain how you will avoid, minimize or mitigate: (1) alterations in surface and ground water drainage patterns; The proposed action does not change surface water (stream, lakes, rivers), but does affect storm water drainage. Drainage along Front and Lynch street will be improved by the installation of new (improved) storm water drainage systems. No ground water drainage is anticipated to be affected. (2) disruption in known or reasonably foreseeable wildlife transit; The proposed action is not anticipated to affect wildlife transit in any capacity, as it is in an urban area. (3) blockage of existing or traditional access. The proposed action will not block existing or traditional access. All access will remain open during construction and will be enhanced one improvements are completed. 11 AAC 112.250. Timber harvest and processing. Standard: AS 41.17 (Forest Resources and Practices Act) and the regulations adopted under that chapter with respect to the harvest and processing of timber are incorporated into the program and constitute the components of the program with respect to those purposes. Evaluation: Does your activity involve harvesting or processing of timber? No; the proposed project is a road improvement project in downtown Wrangell. If yes, please explain how your proposed project meets the standards of the State Forest Resources and Practices Act. 11 AAC 112.260. Sand and gravel extraction. Standard: Sand and gravel may be extracted from coastal waters, intertidal areas, barrier islands, and spits if there is no practicable alternative to coastal extraction that will meet the public need for the sand or gravel. Evaluation: If your proposed project includes extracting sand or gravel from coastal waters, intertidal areas, barrier islands or spits, please explain why there is no practicable alternative to coastal extraction that meets the public need for sand or gravel. While the proposed project will require material, it will be contractor-supplied. The project is estimated to require the following materials:

5,980 cubic yards (cy) shot rock 2,070 cy 2-inch minus base course 2,520 square yards (sy) 6” Class A-A concrete 2,520 sy 4” concrete (sidewalks) 860 sy 6” concrete (sidewalks)

Likely material sources include the airport quarry and various sand/gravel extraction operations in the Stikine River. The contractor will be responsible for ensuring that the material sites comply with environmental regulations and will obtain any necessary permits. 11 AAC 112.270. Subsistence. Standard: (a) A project within a subsistence use area designated by the department or under 11 AAC 114.250(g) must avoid or minimize impacts to subsistence uses of coastal resources. (b) For a project within a subsistence use area designated under 11 AAC 114.250(g), the applicant shall submit an analysis or evaluation of reasonably foreseeable adverse impacts of the project on subsistence use as part of (1) a consistency review packet submitted under 11 AAC 110.215; and (2) a consistency evaluation under 15 C.F.R. 930.39, 15 C.F.R. 930.58, or 15 C.F.R. 930.76. (c) Repealed 10/29//2004, Register 172.



(d) Except in nonsubsistence areas identified under AS 16.05.258, the department may, after consultation with the appropriate district, federally recognized Indian tribes, Native corporations, and other appropriate persons or groups, designate areas in which a subsistence use is an important use of coastal resources as demonstrated by local usage. (e) For purposes of this section, "federally recognized Indian tribe," "local usage", and "Native corporation" have the meanings given in 11 AAC 114.990. Evaluation: (a) Is your proposed project located within a subsistence use area designated by a coastal district? No If yes, please describe how the proposed project is designed to “avoid or minimize impacts to subsistence uses of coastal resources:” (b) If your project is located in a subsistence use area designated by the coastal district, provide an analysis or evaluation of its reasonably foreseeable adverse impacts to the subsistence uses. (c) No response required. (d) If your project is not located in a designated subsistence use area, please describe any subsistence uses of coastal resources within the project area. Please be advised that subsistence use areas may be designated by the department during a review. (e) No response required. 11 AAC 112.280. Transportation routes and facilities. Standard: Transportation routes and facilities must avoid, minimize, or mitigate (1) alterations in surface and ground water drainage patterns; (2) disruption in known or reasonably foreseeable wildlife transit; and (3) blockage of existing or traditional access. Evaluation: If your proposed project includes transportation routes or facilities, describe how it avoids, minimizes, or mitigates (1) alterations in surface and ground water drainage patterns; Storm water drainage will be improved under the proposed action, due to installation of a new storm drain system. Surface water (such as streams, rivers, lakes) and ground water is not anticipated to be affected. (2) disruption in known or reasonably foreseeable wildlife transit; and The proposed action is located in a downtown area and is not anticipated to affect wildlife transit in any capacity. (3) blockage of existing or traditional access. The proposed action will not block existing or traditional access. All access will remain open during construction and will be enhanced one improvements are completed. 11 AAC 112.300. Habitats. Standard: (a) Habitats in the coastal area that are subject to the program are (1) offshore areas;



(2) estuaries; (3) wetlands; (4) tideflats; (5) rocky islands and sea cliffs; (6) barrier islands and lagoons; (7) exposed high-energy coasts; (8) rivers, streams, and lakes and the active floodplains and riparian management areas of those rivers, streams, and lakes; and (9) important habitat. (b) The following standards apply to the management of the habitats identified in (a) of this section: (1) offshore areas must be managed to avoid, minimize, or mitigate significant adverse impacts to competing uses such as commercial, recreational, or subsistence fishing, to the extent that those uses are determined to be in competition with the proposed use; (2) estuaries must be managed to avoid, minimize, or mitigate significant adverse impacts to (A) adequate water flow and natural water circulation patterns; and (B) competing uses such as commercial, recreational, or subsistence fishing, to the extent that those uses are determined to be in competition with the proposed use; (3) wetlands must be managed to avoid, minimize, or mitigate significant adverse impacts to water flow and natural drainage patterns; (4) tideflats must be managed to avoid, minimize, or mitigate significant adverse impacts to (A) water flow and natural drainage patterns; and (B) competing uses such as commercial, recreational, or subsistence uses, to the extent that those uses are determined to be in competition with the proposed use; (5) rocky islands and sea cliffs must be managed to (A) avoid, minimize, or mitigate significant adverse impacts to habitat used by coastal species; and (B) avoid the introduction of competing or destructive species and predators; (6) barrier islands and lagoons must be managed to avoid, minimize, or mitigate significant adverse impacts (A) to flows of sediments and water; (B) from the alteration or redirection of wave energy or marine currents that would lead to the filling in of lagoons or the erosion of barrier islands; and (C) from activities that would decrease the use of barrier islands by coastal species, including polar bears and nesting birds; (7) exposed high-energy coasts must be managed to avoid, minimize, or mitigate significant adverse impacts (A) to the mix and transport of sediments; and (B) from redirection of transport processes and wave energy; (8) rivers, streams, and lakes must be managed to avoid, minimize, or mitigate significant adverse impacts to (A) natural water flow; (B) active floodplains; and (C) natural vegetation within riparian management areas; and (9) important habitat (A) designated under 11 AAC 114.250(h) must be managed for the special productivity of the habitat in accordance with district enforceable policies adopted under 11 AAC 114.270(g); or (B) identified under (c)(1)(B) or (C) of this section must be managed to avoid, minimize, or mitigate significant adverse impacts to the special productivity of the habitat. (c) For purposes of this section, (1) "important habitat" means habitats listed in (a)(1) – (8) of this section and other habitats in the coastal area that are (A) designated under 11 AAC 114.250(h); (B) identified by the department as a habitat (i) the use of which has a direct and significant impact on coastal water; and (ii) that is shown by written scientific evidence to be biologically and significantly productive; or (C) identified as state game refuges, state game sanctuaries, state range areas, or fish and game critical habitat areas under AS 16.20; (2) "riparian management area" means the area along or around a waterbody within the following distances, measured from the outermost extent of the ordinary high water mark of the waterbody:



(A) for the braided portions of a river or stream, 500 feet on either side of the waterbody; (B) for split channel portions of a river or stream, 200 feet on either side of the waterbody; (C) for single channel portions of a river or stream, 100 feet on either side of the waterbody; (D) for a lake, 100 feet of the waterbody. Evaluation: (a) List the habitats from (a) above that are within your proposed project area or that could be affected by your proposed project. N/A. The proposed action includes road and utility improvements in and along downtown roads and is not within any habitats listed above. (b) Describe how the proposed project avoids, minimizes, or mitigates impacts to each of the identified habitat(s) in section (a) above. (c) No response required. 11 AAC 112.310. Air, land and water qualityStandard: Not withstanding any other provision of this chapter, the statutes and regulations of the Department of Environmental Conservation with respect to the protection of air, land, and water quality identified in AS 46.40.040(b) are incorporated into the program and, as administered by that department, constitute the exclusive components of the program with respect to those purposes. Evaluation: No response required. 11 AAC 112.320. Historic, prehistoric, and archeological resources. Standard: (a) The department will designate areas of the coastal zone that are important to the study, understanding, or illustration of national, state, or local history or prehistory, including natural processes. (b) A project within an area designated under (a) of this section shall comply with the applicable requirements of AS 41.35.010 – 41.35.240 and 11 AAC 16.010 – 11 AAC 16.900. Evaluation: (a) Have you contacted the State Historic Preservation Office (SHPO) to see if your project is in a designated area of the coastal zone that is important to the study, understanding, or illustration of national, state, or local history or prehistory, including natural processes? Yes – Ongoing coordination with the SHPO continues as part of the Section 106 process for this project.

Archeological deposits from early southeast Alaska Native people’s use of the Wrangell area could be discovered during construction of the Proposed Action. Ground surveys (under affected roads and sidewalks) have not been conducted, so possible effects to these resources cannot be determined at this time. A plan for archeological monitoring has been proposed to address discovery of potential archeological items during construction. The objective of the monitoring will be to prevent inadvertent damage to archeological and historical materials during construction, if possible retrieve such materials when found, and to gather enough information to evaluate their eligibility for inclusion in the National Register of Historic Places (NRHP).

There are two buildings within the APE already listed on the NRHP: the Federal Building/Post Office and St. Phillips Church. FHWA determined that four additional buildings are individually eligible for listing on the NRHP: Patenaude/Grant building, National Bank of Alaska/Wells Fargo, Jenkins/Hofstad building, Diehl/Neyman building. In addition to individual structures, there is the potential for one or more historic districts in Wrangell. FHWA, in consultation with EPA, has determined that the proposed project will not directly or indirectly affect historic properties in the project’s APE, including the possible Wrangell Core Historic district. Furthermore, they have determined that implementation of the proposed changes to the



streetscape would not diminish the integrity of the individually eligible or already listed properties’ historic features or result in a non-historic use of the property.

(b) If your project is within an area designated under (a) of this section, how will you comply with the applicable requirements in the statutes and regulations listed in (b)? A plan for archeological monitoring has been proposed to address discovery of potential archeological items during construction. The objective of the monitoring will be to prevent inadvertent damage to archeological and historical materials during construction, if possible retrieve such materials when found, and to gather enough information to evaluate their eligibility for inclusion in the National Register of Historic Places (NRHP).

Affected Coastal District Enforceable Policies Evaluate each applicable district enforceable policy using a format similar to the one you completed above for the State Standards. District enforceable policies are available at http://alaskacoast.state.ak.us/. If you need more space for an adequate explanation of any of the applicable district enforceable policies, please attach additional pages to the end of this document. Applicable District Plan(s) The proposed action occurs within the Wrangell Coastal District; there are no applicable district enforceable policies.

Certification Statement The information contained herein is true and complete to the best of my knowledge. I certify that the proposed activity complies with, and will be conducted in a manner consistent with, the Alaska Coastal Management Program. ___________________________________________________ ____________________________ Signature of Applicant or Agent Date Note: Federal agencies conducting an activity that will affect the coastal zone are required to submit a federal consistency determination, per 15 CFR 930, Subpart C, rather than this certification statement. ACMP has developed a guide to assist federal agencies with this requirement. Contact ACMP to obtain a copy. This certification statement will not be complete until all required State and federal authorization requests have been submitted to the appropriate agencies.



Project Description: Please provide or attach a brief description of your project including the planned work, any effects to coastal uses and resources and how your project is being designed to avoid, minimize and mitigate those effects. The proposed project seeks to enable safer and more reliable transportation and utility systems within the project corridor and to enhance the project corridor for both residents and visitors. The proposed action reconstructs and improves roads, sidewalks, and utilities along Front and Lynch Streets in downtown Wrangell. In addition, it adds design features to improve aesthetics, in general accordance with the Wrangell Downtown Revitalization Report. See attached project description and Figures 1-3 for details. No adverse impacts to coastal use and resources are anticipated.

Project Area: Please provide or attach a map of your project location and your proposed work. (Including nearest community, the name of the nearest land feature or body of water, and other legal description such as a survey or lot number.) Nearest Community: Wrangell Nearest Waterbody: Zimovia Strait Legal Survey Description: Downtown Wrangell, Alaska [Section 25, T62S, R83E (1:63360 USGS Quadrangles Petersburg B-2 NE)]

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Figure 1 - Location and Vicinity Map

WO: J70112

DOT & PF Project No: 68828, 67789

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DOT & PF Project No: 68828, 67789* Project corridor includes road, sidewalk, and utility work areas.

Note:Proposed improvements to this section of Lynch Streethave been included in the Environmental Assessment and willbe constructed at a later time when funding becomes available.

*See notebelow

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October 20, 2010

Environmental Assessment Wrangell, Alaska Wrangell Road and Utility Improvements DOT&PF Project No. 68828/67789 Page 4

Federal Way to Campbell Drive - Typical Section (also includes additional improvements that vary throughout the project corridor)

Typical Front Street Section (Episcopal to Case Avenues) (also includes additional improvements that vary throughout the project corridor, including angled parking)

Figure 3: General Depiction of Proposed Wrangell Road Improvements

(The typical section between Campbell Drive and Episcopal Street varies. Refer to Supplemental Figures A-1 through A-6 for details of proposed parking and sidewalk improvements.)

This section of Lynch Street is included in the EA. Improvements along Lynch Street will be constructed at a later time when funding becomes available.

WRANGELL ROAD & UTILITY IMPROVEMENTS - FRONT STREET November 2010

PROPOSED CITYPIER TURNAROUNDPROPOSED CITYPIER TURNAROUND

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WO: J70112September 29, 2010

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Figure A-1 Proposed Road and SidewalkImprovements

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WO: J70112October 15, 2010

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Figure B-1 Proposed Utility Improvements


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FIGURE B-6

D2

Nationwide Permit 7

PROJECT DESCRIPTION

Road Improvements:

- Remove existing concrete roadway and resurface project corridor with concrete (6 inches of concrete, 6 inches of base course and 16 inches of subbase).

- Widen 12-foot vehicle traffic lanes to 13 feet from the city pier (beginning of the proposed project) to Case Avenue (end of the proposed project), with clearly marked curbs and road shoulders and posted 15-mile-per-hour speed limits (Supplemental Figures A-1 through A-6). Existing 39-foot curb-to-curb dimensions of Front Street would generally be widened to 42 feet.

- Reconstruct two vertical pile/retaining systems near the Tlingit and Haida Regional Housing Authority and City Market buildings that are partially failing. The reconstruction will consist of acquiring the necessary right-of-way (ROW) and installation of a new stabilized earth wall that will support roads and sidewalks at the interface with adjacent buildings along Front Street (Figure 4 and Supplemental Figures B-4 and B-5).

Figure 1: Mechanically Stabilized Earth Wall

- Delineate 8-foot parking lanes throughout most of the project and add bulb-outs at the intersections of Front Street with Federal Way, Campbell Drive, McKinnon Street, and Lynch Street as shown on Supplemental Figures A-1 through A-6. Add a delineated parking lane to the western side of Front Street from Campbell Drive1 to Case Avenue (at its southern intersection with Front Street as shown on Supplemental Figures A-1 through A-6).

1 Campbell Drive is a U-shaped street with two intersections with Front Street; one near Federal Way and one near St. Michaels

Street. All references to Campbell Drive pertain to the southerly intersection near St. Michaels Street. See Supplemental Figures A-1 through A-6 and B-1 through B-6 for clarity.

- Improve existing circular turnaround for tour buses and truck traffic at the city pier (Supplemental Figure A-1).

- Improve truck-turning movement at the intersection of Front Street and McKinnon Street by restricting on-street parking and lengthening the curve (Supplemental Figure A-2).

- Reconfigure parking on Front Street at City Market from perpendicular parking to angled parking (Supplemental Figure A-5).

Pedestrian Facility Improvements:

- Remove existing concrete sidewalks along Front Street and Lynch Street (Supplemental Figure A-3) and replace with sidewalks that have widths, cross slopes, and ramps that meet Americans with Disabilities Act (ADA) standards and fit within the available ROW as described below:

Reconstruct 8-foot sidewalks on both sides of Front Street between city pier and Campbell Drive (Supplemental Figures A-1 through A-4).

Reconstruct and widen sidewalks on the northeast side of Front Street between Campbell Drive and Case Avenue to widths varying between 4 and 6 feet (Supplemental Figures A-1 through A-4).

Relocate the sidewalk across from City Market into the Sentry Hardware parking area in order to make needed space for angled parking at the City Market (Supplemental Figure A-5).

Construct new 6-foot sidewalks on the southwest side of Front Street between Campbell Drive and Case Avenue as shown on Supplemental Figures A-1 through A-4.

Reconstruct 4.5-foot sidewalks on both sides of the road on Lynch Street (Supplemental Figure A-3).

Construct new 8-foot sidewalks at the city pier turnaround area (Supplemental Figure A-1).

- Clearly define crosswalks by constructing 10-foot bulb-outs at the intersection of Front Street and Federal Way, Campbell Drive, McKinnon Street, and adding or reconstructing curbs (Supplemental Figures A-1 through A-6).

Utility Improvements:

- Lighting and Electrical (Supplemental Figures B-1 through B-6):

Add lighting to project corridor to meet American National Standard Practice of Roadway Lighting.

- Storm Drain Systems (Supplemental Figures B-1 through B-6):

Install storm drain stub-outs for individual properties along Front Street (totaling approximately 1,500 lineal feet) currently draining into sewage lines.

Replace all existing corrugated metal storm drainpipes along Front Street with approximately 4,725 lineal feet of new corrugated polyethylene pipe sized for anticipated peak flows and relocate where appropriate.

Enhance stormwater drainage along the entire corridor by providing 2-foot curb/gutters.

Install two oil-water separators to treat stormwater runoff entering Zimovia Strait (Supplemental Figures B-1 and B-4).

Construct new outfall to Zimovia Strait.

- Water/Sewer:

Increase capacity in water main line in Front Street by abandoning in-place the existing 8-inch asbestos cement pipe, and replace it with approximately 2,800 lineal feet of 10-inch high-density polyethylene pipe (Supplemental Figures B-1 through B-6).

Abandon 12-inch asbestos cement pipe sewer line across from City Market, and extend affected services to the existing 15-inch polyvinyl chloride line, which parallels the 12-inch line for approximately 250 feet (Supplemental Figures A-4 and A-5).

Encase sewer main at water main crossings where necessary and add stub outs.

Visual Character and Pedestrian Amenities:

- The visual character and pedestrian amenities will include the addition of lampposts on the Front Street sidewalks as shown on Figure 5 and Supplemental Figures A-1 through A-6. In addition, dark-red-colored glass chips would be floated into the grey concrete surface in Front Street sidewalks to replicate the appearance that the sidewalks are paved with crushed garnets. Areas planned for future landscaping would be preserved (graveled) rather than cemented. General depictions of the landscape and streetscape concepts are included in the WDRR in Appendix A.

Figure 2: Proposed Lamppost for Placement

Along Front Street

P:\Projects\J70112\ENV\ACOE-WRANGELL.dwg 2010-10-26

NAME: Wrangell Road and Utility Improvement

Project

PROJECT: Front St. from the City Pier to Case Ave.

Lynch Street from Front Street to Brueger Street

LOCATION: Sec 24, T 62 S, R 83 E

Copper River Meridian

WATERBODY: Zimovia Strait

SHEET: 1 of 2 DATE: 10/26/2010

SURFACEELEV =22.9'

BACKFLOWPREVENTERELEV =10.82'

MEAN HIGH WATERELEV =14.98'

REMOVAL OF 25 CYOF RIPRAP

MLLWELEV =0.0'

ELWELEV = -4.5'

MWELEV =8.2'

MHHWELEV =15.7'

EHWELEV =20.0'

OIL & WATERSEPARATOR

CITY PIER

REMOVE/REPLACEARMOR ROCK AS REQUIRED

FOR OUTFALL

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P:\Projects\J70112\ENV\ACOE-WRANGELL.dwg 2010-10-26

DATE: 10/26/2010

NAME: Wrangell Road and Utility Improvement

Project

PROJECT: Front St. from the City Pier to Case Ave.

Lynch Street from Front Street to Brueger Street

LOCATION: Sec 24, T 62 S, R 83 E

Copper River Meridian

WATERBODY: Zimovia Strait

SHEET: 2 of 2

PLAN VIEW

ELEVATION

Applicant Proposed Mitigation Statements

Background:

The United States Army Corps of Engineers (USACE) and the United States Environmental Protection Agency (USEPA) issued regulations that govern national compensatory mitigation policy for activities in Waters of the United States (U.S.), including wetlands, authorized by USACE permits. The final mitigation rule was published in the Federal Register on April 10, 2008, and became effective on June 9, 2008. The final rule establishes standards and criteria for the use of appropriate and practicable compensatory mitigation for unavoidable functional losses of aquatic resources authorized by USACE permits (Code of Federal Regulations 33 CFR Part 332). Additionally, the rule requires new information to be included in USACE permit applications and public notices to enable meaningful comments on applicant proposed mitigation. In accordance with 33 CFR Part 325.1(d)(7), “For activities involving discharges of dredged or fill material into Waters of the U.S., the application must include a statement describing how impacts to Waters of the U.S. are to be avoided and minimized. The application must also include either a statement describing how impacts to Waters of the U.S. are to be compensated for or a statement explaining why compensatory mitigation should not be required for the proposed impacts.”

Mitigation is a sequential process of avoidance, minimization, and compensation. Compensatory mitigation is not considered until after all appropriate and practicable steps have been taken to first avoid and then minimize adverse impacts to the aquatic ecosystem. The proposed avoidance, minimization, and compensatory mitigation measures for this project are presented below:

1. Avoidance of impacts to Waters of the U.S., including wetlands:

The proposed project has been designed to avoid impacts to Waters of the U.S. as much as possible. Because the project requires discharge of stormwater to Zimovia Straight, complete avoidance of impacts were not possible. The portion of this project that would impact Waters of the U.S. involves extension of a stormwater utility pipe and back flow preventer below the mean high water line in Zimovia Straight, which connects to the Pacific Ocean. Wetlands will not be impacted as a result of this project.

Unnecessary impacts to Waters of the U.S. have been avoided by reducing the size of the stormwater pipe and back flow preventer, and confining the outlet close to the existing riprap bank and outside of shipping lanes, to the extent practicable.

2. Minimization of unavoidable impacts to Waters of the U.S:

The project has incorporated minimization measures to the extent practicable by utilizing an area of existing riprap to install the outlet pipe and back flow preventer. The existing riprap will be used to backfill around the new outlet structure so as to minimize the amount of additional fill material that will be needed. Based on this design, the only additional fill material that will be placed below the mean high tide line will consist of the new pipe and backflow preventer.

Best management practices will be incorporated into the construction design so as to reduce/eliminate erosion and sedimentation into Waters of the U.S. The proposed project would operate under an approved State of Alaska Department of Environmental Conservation Stormwater Pollution Prevention Plan and abide by the Alaska Pollutant Discharge Elimination System (APDES) guidelines. In addition, an oil-water separator will be installed inland of the new outlet to provide additional protection against water quality impacts.

3. Compensation for unavoidable impacts to Waters of the U.S:

The total area of new fill being placed below the mean high tide line is 0.0007acre. Due to the minor amount of fill necessary to construct this project (<0.10 acre), the applicant is not proposing compensatory mitigation at this time.

APPENDIX E

All-Appropriate Inquiry/Phase I Environmental Site Assessment

ALL-APPROPRIATE INQUIRY/PHASE I

ENVIRONMENTAL SITE ASSESSMENT

FRONT AND LYNCH STREETS

WRANGELL, ALASKA

DOT&PF Project No. 68829/67789

Prepared on behalf of:

State of Alaska Department of Transportation and Public Facilities Southeast Region

6860 Glacier Highway P.O. Box 112506

Juneau, Alaska 99811-2506

Prepared by:

DOWL HKM 4041 B Street

Anchorage, Alaska 99503 (907) 562-2000

W.O. D70112

March 2009

AAI/Phase I ESA Wrangell, Alaska Front and Lynch Streets DOT&PF Project No. 68829/67789

TABLE OF CONTENTS Page

Page i

EXECUTIVE SUMMARY ............................................................................................................. I

1.0 INTRODUCTION ...............................................................................................................1 1.1 Purpose of the All-Appropriate Inquiry/Environmental Site Assessment ........................1 1.2 Scope of Services ..............................................................................................................1 1.3 Limitations of the AAI/Phase I ESA ................................................................................2 1.4 Supplementary Limitations ...............................................................................................3

2.0 SITE DESCRIPTION AND HISTORY ..............................................................................4 2.1 The Property Location and Existing Structures ................................................................4 2.2 Physiographic Setting .......................................................................................................4

2.2.1 Current United States Geological Survey Quad Map .................................................4 2.2.2 Subsurface Conditions ................................................................................................4

2.3 Historical Site Usage and Ownership ...............................................................................5 2.3.1 Aerial and Historic Photography ................................................................................5 2.3.2 Sanborn Fire Insurance Maps .....................................................................................6 2.3.3 Right-of-Way Information ..........................................................................................7

2.4 Personal Interviews ...........................................................................................................7

3.0 SITE RECONNAISSANCE ................................................................................................8 3.1 Current Use and Description of the Property and Adjoining Properties ..........................8 3.2 General Observations ........................................................................................................8

3.2.1 Topography and Drainage...........................................................................................8 3.2.2 Indications of Subsurface Improvements ....................................................................8 3.2.3 Special Indicator Features ...........................................................................................9 3.2.4 Interior Spaces ............................................................................................................9

4.0 AGENCY FILE REVIEWS ...............................................................................................10 4.1 Utility Records ................................................................................................................10

5.0 FINDINGS .........................................................................................................................11 5.1 On-site .............................................................................................................................11 5.2 Off-site ............................................................................................................................11

6.0 CONCLUSIONS AND RECOMMENDATIONS ............................................................12

7.0 REFERENCES ..................................................................................................................13

8.0 SIGNATURE OF ENVIRONMENTAL PROFESSIONAL .............................................14


TABLE OF CONTENTS (cont’d)

Page ii

FIGURES Page

Figure 1: Site and Vicinity Map ....................................................................................................16 Figure 2: Location Map ................................................................................................................17 Figure 3: Current and Historic Businesses of Concern and Known Fuel Spill Locations ............18 Figure 4: Lot/Block Information ...................................................................................................19 Figure 5: Photograph Points and Observed Fuel Storage Tanks (11/18/08) ................................20

APPENDICES

Appendix A ..................................................................... Aerial and Historic Photograph Summary Appendix B ............................................................................................... Personal Interview Notes Appendix C ............................................................................................................ Site Photographs Appendix D .......................................................................... Environmental Data Resources Report Appendix E .................................. AGRA Earth and Environmental, Inc., 1998 Fennemore Report

LIST OF ACRONYMS

AAI/Phase I ESA ....................... All-Appropriate Inquiry/Phase I Environmental Site Assessment ASTM ......................................................................... American Society for Testing and Materials CERCLA ................... Comprehensive Environmental Response, Compensation, and Liability Act DEC.................................................... State of Alaska Department of Environmental Conservation DOT&PF ................................. State of Alaska Department of Transportation and Public Facilities EDR.................................................................................................. Environmental Data Resources FINDS ............................................................................................................ Facility Index System LUST............................................................................................ leaking underground storage tank NPDES ............................................................... National Pollutant Discharge Elimination System Property .............................................................................. the area under evaluation for this report RECs ...................................................................................... recognized environmental conditions U.S. .............................................................................................................................. United States UST ........................................................................................................... underground storage tank


Page I

EXECUTIVE SUMMARY

This All-Appropriate Inquiry/Phase I Environmental Site Assessment details the efforts and findings

of DOWL KHM’s investigation of the Front and Lynch Streets area for potential environmental

conditions. This effort was performed on behalf of the State of Alaska Department of Transportation

and Public Facilities Southeast Region in support of the Wrangell Road and Utility Improvements

project. The project area is defined as the road surface and rights-of-way of Front and Lynch Streets

in downtown Wrangell, Alaska. Shakes Street is not included in the project area.

This investigation included review of historic documents and photographs, interviews with

knowledgeable personnel, and field investigation of the site. The results of this investigation

indicated the following:

• While dry-cleaning businesses and machine repair shops have operated near the Property,

there is low risk of solvent and oil contamination to the Property due to their downgradient

locations from the Property.

• Confirmed petroleum contaminated soil has been documented at Fennemore’s Service Center

and is suspected near or in the Property’s subsurface soils. Soil contamination is also

suspected at the former location of Wilcox Automotive (now Jitterbug Cafe), as underground

storage tanks may have leaked over time.

• Widespread current and historic use of heating fuel storage tanks in adjoining and adjacent

properties pose a soil and groundwater contamination risk to the Property. It is possible that

fuel spills or leaks from one or more of these off-site locations could possibly have migrated

to the Property.

Due to high costs associated with mobilizing environmental sampling equipment to the Property, the

disruptive nature of sampling soils in a downtown district, and the future planned construction effort

replacing concrete roads and sidewalks, DOWL HKM recommends no sampling at this time.

However, DOWL HKM recommends that a work plan be developed in cooperation with the State of

Alaska Department of Environmental Conservation to address the possibility of encountering

contaminated soils during construction. At a minimum, it should outline field-screening procedures

for potentially contaminated soils, describe the contingency plan for stockpiling or using potentials

contaminated soil during construction, and address worker safety.


Page 1

1.0 INTRODUCTION

1.1 Purpose of the All-Appropriate Inquiry/Environmental Site Assessment

The objective of this All-Appropriate Inquiry/Phase I Environmental Site Assessment

(AAI/Phase I ESA) is to identify and record any recognized environmental conditions (RECs)

that present an environmental liability to or would restrict the use of the Property. For the

purposes of this report, the Property is defined as the proposed project area, which includes road

surface and road right-of-way along Front and Lynch Streets in downtown Wrangell, Alaska

(Figure 1, p. 16; Figure 2, p. 17). Shakes Street is not included in the Property.

RECs generally include features on the Property that may have the effect of limiting the value or

use of the Property or regulated features such as wetlands or water bodies. The presence of

RECs, particularly contaminants, may not always be apparent, and the completion of an

AAI/Phase I ESA in accordance with the Comprehensive Environmental Response,

Compensation, and Liability Act (CERCLA) requirements cannot provide a guarantee that

hazardous wastes or materials do not exist. The scope of services does not constitute an audit for

regulatory compliance, nor does it comprise a detailed condition survey for asbestos, lead paint,

radon, naturally occurring materials, wetlands, or other conditions or potential hazardous

materials not specifically outlined in DOWL HKM’s scope of work.

1.2 Scope of Services

This AAI/Phase I ESA comprises a number of individual elements whose basic nature and extent

are determined in accordance with the standard of care as outlined by CERCLA 42 United States

(U.S.) Code 9601(35)(B)(III) and by American Society for Testing and Materials

(ASTM) 1527-05. The standard of care is commonly defined as the care applied by the ordinary

practitioner in the area where the AAI/Phase I ESA was performed. We believe that we have

complied with the applicable standard of care in performing this AAI/Phase I ESA.

Under the scope of work, the activities performed to obtain information about the Property

included the following:

• A site reconnaissance on November 18, 2008, of the Property and surrounding properties

to assess current usage, unusual conditions (e.g., stained soils, storage tanks, etc.),

drainage patterns, and debris.


Page 2

• A review of aerial and historic photographs spanning the years from 1887 through 2003.

• An interview with individuals having personal knowledge of past activities on the

Property extending back through the 1930s.

• A review of available information on soils, geology, and hydrology in the vicinity of the

Property.

• A review of data obtained from a search conducted by Environmental Data Resources

(EDR) of federal databases that includes information from the U.S. Environmental

Protection Agency; Facility Index System (FINDS) List; Comprehensive Environmental

Response, Compensation, and Liability Information System List; Emergency Response

Notification System Spill Reports List; and the Resource Conservation and Recovery

Information System List for information about nearby sites operating under federal

regulations or approved state regulations (EDR, 2008).

• A review of data obtained from a search conducted by EDR of state and local databases

that includes information from the State of Alaska Department of Environmental

Conservation (DEC) Contaminated Sites Database, Solid Waste Facilities, Leaking

Underground Storage Tank (LUST) Database, the Underground Storage Tank (UST)

Database, the Regulated Aboveground Storage Tank (AST) List, and the DEC Spills

Database. This AAI/Phase I ESA meets the government records search requirements for

ASTM Standard Practice for Environmental Sites Assessments, E1527-00.

1.3 Limitations of the AAI/Phase I ESA

Generally, our services intentionally do not include specific surveys for: asbestos containing

materials, radon, methane gas, wetlands delineation, lead in paint, lead in domestic water supply,

or the investigation or detection of the presence of any biological pollutants in or around any

structure. The term “biological pollutants” includes, but is not limited to, molds, fungi, spores,

bacteria and viruses, and the byproducts of any such biological organism.

Although the scope of this work included searching the above governmental databases for

indications of nearby properties documented under these systems, it did not include reviews of

the individual files for these entries, unless as noted. No other environmental sampling or


Page 3

research work was included in the AAI/Phase I ESA activities unless it was specifically

referenced in this AAI/Phase I ESA.

The findings and considerations presented in Chapter 5.0 of this report are based solely upon the

information obtained during the AAI/Phase I ESA. Further, the conclusions include our

assessment of the potential for the Property to have been environmentally impacted from past

activities on or near the Property. Although the findings and considerations represent our best

judgment, they do not represent a certification of the environmental status of the Property.

Current conditions and information observed by DOWL HKM during these activities are subject

to change. Indicators of the presence of hazardous materials that were latent at the time of this

AAI/Phase I ESA may subsequently become observable. In a similar manner, records or other

information sources that DOWL HKM did not review, because the research effort commonly

associated with an AAI/Phase I ESA did not indicate their existence, may contain important

information that could not have been considered in the formulation of DOWL HKM’s

conclusions. Information and representations obtained from individuals interviewed for this

AAI/Phase I ESA were relied on unless incidents of conflicting data were noted. DOWL HKM

accepts no responsibility for inaccuracies or deficiencies in this AAI/Phase I ESA resulting from

omissions or misrepresentations by the individuals who were interviewed.

1.4 Supplementary Limitations

Winter conditions (light snow and ice) existed at the site during the time DOWL HKM personnel

conducted the site reconnaissance for this AAI/Phase I ESA. Snow cover may have limited site

observations to improvements and site features. No attempt was made to remove snow to

observe ground surface conditions, water surfaces, vegetation, or subsurface improvements that

may exist on the Property. DOWL HKM accepts no responsibility for inaccuracies or

deficiencies in this AAI/Phase I ESA resulting from conditions not observable due to snow cover

and winter conditions.

Adjacent properties’ uses, ownership, and hazards were not researched or reviewed in detail, as

their inclusion in this AAI/Phase I ESA is not included in our scope of work. DOWL HKM

accepts no responsibility for omissions or inaccuracies of information of adjacent properties and

any related impacts onto the subject Property.


Page 4

2.0 SITE DESCRIPTION AND HISTORY

2.1 The Property Location and Existing Structures

The Property is located in downtown Wrangell along Lynch and Front Streets. The Property is

comprised of road and right-of-way surfaces along Front and Lynch Streets, situated in

downtown Wrangell, Alaska (Figure 1, p. 16; Figure 2, p. 17). The Property consists of a seven-

block corridor in downtown Wrangell (Section 25, T62S, R83E) and is lined with both

commercial and residential structures.

2.2 Physiographic Setting

2.2.1 Current United States Geological Survey Quad Map

The Petersburg (B-2) NE, Alaska 7.5-minute, U.S. Geological Survey quadrangle map dated

1986 (photograph revised 1992) was reviewed for indications of surface features in the area.

Information on this map indicated that the natural terrain in the general location of the Property

slopes gently to the southwest towards Zimovia Strait.

2.2.2 Subsurface Conditions

A geotechnical investigation was completed for the project area (State of Alaska Department of

Transportation and Public Facilities [DOT&PF], March 2009). The report was reviewed and is

summarized below:

• The Wrangell area is composed of post-glacial surficial soils underlain by glacially

scoured bedrock.

• Test holes show that project area is generally composed of 4 to 7 inches of concrete

underlain by 2.4 to 3.6 feet of dense to very dense sand. Loose to very dense fine grained

soils underlie the sand.

• In some test holes, wood was found in the fine grained soils layer.

• Possible bedrock was encountered at varying depths in some test holes. Depths varied

from 5.5 to 20 feet deep.


Page 5

• Groundwater was encountered at depths varying from 8 to 26 feet deep. It was noted that

groundwater levels are likely tidally influenced and affected by local precipitation

amounts.

• No petroleum odor was noted in any test holes.

2.3 Historical Site Usage and Ownership

2.3.1 Aerial and Historic Photography

Prints of aerial and historic photographs of the site and its vicinity spanning the years 1887 to

2003 were reviewed. Photographs of the site and its vicinity were obtained from the City of

Wrangell, the Alaska Housing Authority, and historic reports, as noted. The purpose of the

photographic reviews was to determine the types of land use and other activities that were

present on the Property and on adjacent parcels within the review period. Summary review

comments follow. Aerial and Historic Photographs can be found in Appendix A.

1887 - This historic photograph shows Front Street as an unpaved grassy strip near the shoreline

(Neal, 2007).

1898 - This historic photograph shows Front Street with wooden planks/sidewalks connecting

buildings, some of which are built upon piles (Neal, 2007).

1908 - This historic photograph shows Front Street completely planked with wooden sidewalks

(Cohen, 1986).

1908-1968 - While no photographss were reviewed for this time period, historic literature

indicates that the road was filled with crushed rock in 1936 then paved in 1944 and in 1957

(Cohen, 1986 and Wrangell Sentinel, 1999).

1968 - Aerial photography taken by the Alaska Housing Authority in 1968 shows a wide Front

Street area lined with buildings.

1976 - Aerial photography associated with the 1976 Wastewater Construction plans show Front

Street paved with concrete from Stikine Avenue to Outer Drive. Between Stikine Avenue and

Case Avenue, the road is noted as asphalt surface. The aerial photograph is too pixilated to show

fuel storage tanks or other RECs.


Page 6

2003 - An aerial photograph taken on or before 2003 shows the Property mostly paved (Figure 2,

p. 17). Most adjacent properties contain buildings and are also paved. More graveled and grassy

surfaces are present near the southern portion of the Property. A large propane AST is seen at

the corner of Episcopal and Front Streets. Any previous spills associated with this tank would be

gaseous and, as such, unlikely to contaminate the area. Numerous boat storage yards are seen to

the south west of the Property. Various driveways and parking lots are seen throughout the

vicinity.

2.3.2 Sanborn Fire Insurance Maps

Sanborn Fire Insurance maps from 1914 and 1923 were reviewed for information pertaining to

the historical uses of properties adjacent to the project area. In addition, business listings from a

1956 City Sewer Upgrade project were also reviewed.

The following adjacent properties were identified as having uses that may have used hazardous

materials and/or created hazardous waste (Figure 3, p. 18; and Figure 4, p. 19):

• Garage located at 21 Front Street (Lot 5 and 5A, Block 1A), the current location of

Fennimore’s Service Station.

• Clothes cleaner located at 115 Front Street (Lot 7, Block 1A), the current location of Key

Bank.

• City Motor Service and Wilcox Automotive located at 309 Front Street (Lot 17, Block 5),

the current location of Jitterbug Espresso.

• Boat repair and boat shop located on Lots 11 and 10, Block 5A, currently used as an

unpaved parking area.

• Steam laundry located on 423 Front Street (Lot 8, Block 5A), the current location of City

Market and parking lot.

• Machine, boat, and welding shops located at 423 Front Street (Lot 5, Block 5A), the

current location of City Market.

• Wood shop located near 431 Front Street (Lot 3, Block 5A), just south of the Bay

Company.


Page 7

• Mill located near the intersection of Episcopal and Front Streets (Lot 1, Block 21).

• Power plant (wood and oil burning) located at the northwest corner of the Front Street

and Case Street intersection (Near Lot A, Block 21), the current location of Bayme’s Bar.

2.3.3 Right-of-Way Information

Ordinarily, a summary of the Deed History would be presented in this section; however, it was

determined that a Deed History was not necessary because the Property’s use as a road has been

documented and is known by the DOT&PF Southeast Region.

2.4 Personal Interviews

The following individuals were interviewed for their personal knowledge of the recent history of

the Property:

• Mr. Carl Johnson, City of Wrangell Public Works

• Mr. Dennis Chapman, City of Wrangell Museum Director

• Ms. Olga Norris, City of Wrangell Resident

• Mr. Tom Fennemore, owner of Fennemore Gas and Service Station.

Notes from these interviews are included in Appendix B.

In addition to the sites mentioned in Section 2.2.2, the additional sites and information was noted

in the interviews:

• An unreported release of diesel occurred approximately nine years ago at corner of

McKinnon and Front Streets. It was noted as a result of the strong smell of diesel in the

Elks Club building, presumably from a leaking fuel tank (possibly the Hardware store’s

fuel tank across the street). Smell dissipated as the diesel was flushed out the storm

drain. No cleanup work was performed. This site is marked as “unknown spill” on

Figure 3, p. 18.

• Petroleum contaminated soil located at Fennemore’s Gas and Service Station was

removed in 1999 and 2000; new USTs were put in place during the cleanup effort.


Page 8

3.0 SITE RECONNAISSANCE

Brandie Hofmeister of DOWL HKM conducted a reconnaissance of the Property (as shown on

Figure 2, p. 17) on November 18, 2008. Winter conditions at the site limited the visual

inspection of the surface of the Property. Observations were limited to those improvements and

conditions that were readily available for visual inspection during the site visit.

Site observations were recorded and photographs were taken at key points during the

reconnaissance. A selection of photographs is included in Appendix C, and the location of these

photographs is on Figure 5, p. 20.

3.1 Current Use and Description of the Property and Adjoining Properties

The Property is currently used as a road and sidewalk area. Adjacent properties include

commercial buildings, parking lots, boat storage yards, and some residential houses and

buildings.

Permanent improvements on the Property consist of concrete paved roads and sidewalks. Most

surfaces in adjacent properties are paved. However, more grassy/graveled areas are present in

southern adjacent properties.

Current businesses/buildings along Front and Lynch Streets are shown on Figure 2, p. 17. ASTs

for fuel storage and evidence of USTs were common and present in the majority of adjacent

properties, as shown on Figure 5, p. 20.

3.2 General Observations

3.2.1 Topography and Drainage

The natural topography of the Property has been altered over time due to fill activities south of

Front Street. In general, overland drainage patterns slope westward toward Zimovia Strait.

Runoff from upgradient properties (generally west and northwest of the Property) travel overland

onto the Property. Storm drains are in place to intercept most stormwater runoff.

3.2.2 Indications of Subsurface Improvements

Water and wastewater lines travel below ground through the Property.


Page 9

3.2.3 Special Indicator Features

The overall appearance of the exterior surfaces of the Property during the reconnaissance was

clean and orderly. No discolored or otherwise distressed vegetation was observed on the

Property. No standing water, unnatural appearing surfaces, unusual odors, or indications of pits,

ponds, or lagoons were observed.

3.2.4 Interior Spaces

No interior spaces were evaluated under this assessment.


Page 10

4.0 AGENCY FILE REVIEWS

A complete list of federal and state databases searched, more detailed descriptions of the

database, and results of the database search in included in the EDR report, Appendix D.

Sites listed in these databases that are on or immediately adjacent to the Property include the

following sites:

Wrangell Post Office. The post office is listed in the DEC LUST database. A release was

reported in 1993 and diesel-range petroleum hydrocarbon contaminated soil was excavated from

the site. Closure of the site was requested.

Fennemore Service Center. Fennemore’s was listed in the DEC contaminated site database, due

to LUSTs. Contaminated soil was excavated although some contaminants remain in place. A

1999 report by AGRA Earth and Environmental, Inc., indicated that volatile organic compounds

were detected during field screening in subsurface soils adjacent to the sidewalk along Front

Street (Appendix E). No analytical soil samples were taken in the immediate area.

Wilcox Automotive. Wilcox was listed in the DEC’s Registered UST database, due to three

USTs on site. No spills have been reported and the business is no longer in operation. It is

unknown if the USTs have been removed from the site, but on-site observations indicate that

USTs may still be present.

The City of Wrangell. The City of Wrangell (City Hall address) is listed in the FINDS database

(a listing of sites that operate under federal or approved state regulations), the Resource

Conservation and Recovery Act Non-Generator (for handling hazardous materials), and UST

databases.

It should be noted that Wrangell Fisheries and Wrangell Seafoods are inaccurately mapped on

the EDR report and are not located on or adjacent to the Property.

4.1 Utility Records

Utility records were not reviewed as part of the report.


Page 11

5.0 FINDINGS

5.1 On-site

We have performed an AAI/Phase I ESA in conformance with the scope of work outlined in

Chapter 2.0 for the Property. This assessment has revealed no evidence of RECs on the

Property, with the exception of contamination related to off-site spills as leaks, as discussed

below.

5.2 Off-site

Dry cleaning businesses and machine repair shops have operated near the Property. Due to their

locations downgradient from the Property, risk of contamination to the Property due to spilled or

leaking solvents or fuels is unlikely, but not improbable.

As reported in Chapter 4.0, confirmed soil contamination has been documented at Fennemore’s

Service Center and is suspected near or in the Property’s subsurface soils. Soil contamination is

also suspected at the former location of Wilcox Automotive (now Jitterbug Cafe), as USTs may

have leaked over time.

In addition, the current and historic abundance of fuel storage tank in adjoining and adjacent

properties poses a soil and groundwater contamination risk to the Property. It is always possible

that fuel spills or leaks from one or more of these off-site locations could possibly have migrated

to the Property.

If desired, a more extensive assessment could be performed to provide more definitive

information about the presence or absence of contaminate migration to the Property. This

additional work could include detailed reviews of individual files for pertinent off-site releases

and performance of a subsurface investigation on the Property with collection and chemical

analysis of soil and groundwater samples.


Page 12

6.0 CONCLUSIONS AND RECOMMENDATIONS

It is the opinion of DOWL HKM that petroleum contamination may be present in the Property’s

subsurface soils, particularly around Fennemore’s Service Station and Wilcox Automotive.

Due to high costs associated with mobilizing environmental sampling equipment to the Property,

the disruptive nature of sampling soils in a downtown district, and the future planned

construction effort replacing concrete roads and sidewalks, DOWL HKM recommends no

sampling at this time.

However, DOWL HKM recommends that a work plan be developed in cooperation with the

DEC to address the possibility of encountering contaminated soils during construction. At a

minimum, it should outline field screening procedures for potentially contaminated soils,

describe the contingency plan for stockpiling or using potentials contaminated soil during

construction, and address worker safety.


Page 13

7.0 REFERENCES

AGRA Earth and Environmental, Inc. 1999. Underground Storage Tank Removal, Fennimore

Service Center, Wrangell, Alaska. Fairbanks, AK.

Cohen, Kathryn. 1986. Wrangell Historic Building Survey and Inventory. Prepared for the

Wrangell Historical Society. Manuscript on file, Alaska Office of History and

Archaeology, AK

DOT&PF. 2009. Engineering Geology Report: Wrangell Road Improvements Front Street

Utilities and Road Reconstruction. Juneau, AK.

EDR. 2008. The EDR-Radius Map with GeoCheck, November 5, 2008. Milford, CT.

Neal, Patricia A. 2007. Fort Wrangel, Alaska Gateway to the Stikine River: 1834-1899.

Coachlamp Productions, Greenwich, CT.

Wrangell Sentinel. 1999. The Twentieth Century Revisited: A hundred years in Wrangell as

seen through the pages of the Wrangell Sentinel. Wrangell, AK.


Page 15

FIGURES


Page 16

Figure 1: Site and Vicinity Map

St. Michaels St

Episcopal Ave

Case Avenue

Campbell Drive

Front Street

Brueger StreetLyn

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Stikine Ave

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March 20, 2009

Phase 1 ESAFront and Lynch Streets

Wrangell, AK

Figure 2 - Location Map

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Property; Area of Interest

- Business or Building Name- Front Street Address431

The Bay Company

Page 17

St. Mich

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Post Office1529.26.003

City Motor Service/Wilcox Automotive

Fennemore's Service Station1529.26.006

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Shown on 1927 Sanborn Fire Map

Shown on 1956 Sewer Plans

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Building Footprints

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Wrangell, AK

Figure 3 - Current and Historic Businessesof Concern and Known Fuel Spill Locations

WO: J70112

Page 18

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Episcopal Ave

Case Avenue

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Brueger StreetLyn

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Stikine Ave

Federal Way

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Figure 4 - Lot/Block Information

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Wrangell, AK

Figure 5 - Photopoints andObserved Fuel Storage Tanks (11-18-08)

WO: J70112

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Building Footprints

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8

Page 20

APPENDIX A

Aerial and Historic Photograph Summary

1887

1898

______________________________Appendix A - Page 1

1908

1928

______________________________Appendix A - Page 2

1968

______________________________Appendix A - Page 3

______________________________A

ppendix A - Page 4

______________________________A

ppendix A - Page 5

______________________________A

ppendix A - Page 6

APPENDIX B

Interviews

MEETING NOTES

Date/Time: 11-18-08 / 13:15

Project: Wrangell Road and Utility Project

Subject: Phase I ESA Interview

Job Number: J70112

Brandie T. Hofmeister, DOWL HKM, interviewed Dennis Chapman, Museum Director, for his knowledge of historical buildings and possible contaminated sites in the downtown area of Wrangell; specifically along Front Street. Mr. Chapman has lived in Wrangell for six years and is familiar with its history through his occupation.

Mr. Chapman mentioned that two gas stations operated along Front Street; one is still in operation and the other one was recently used as a coffee shop (Jitterbugs). Mr. Chapman indicated that the Jitterbugs location is still contaminated.

Mr. Chapman suggested looking at historical photos of the area. Tracy Churchill has been cataloging historical photos of the Wrangell area. Her number is 874-3117.

Mr. Chapman also suggested talking to some of the elderly folks in town that may remember other areas. He suggested going to the senior center or talking to Olga Norris, a town local.

Mr. Chapman can be reached at 874-3770.

______________________________Appendix B - Page 1

MEETING NOTES

Date/Time: 11-18-08 / 12:45



Job Number: J70112

Brandie T. Hofmeister, DOWL HKM, interviewed Mr. Tom Fennemore, owner of Fennemore Gas and Service Station. Mr. Fennemore stated that the gas station was built in 1955 and that new underground storage tanks were installed in 1999 and 2000. There are currently two tanks: a 3,000- and a 6,000-gallon tank.

Mr. Fennemore stated that petroleum contaminated soil was removed during the removal of the old tanks and the installation of the new tanks…more information is available through the DEC records.

Mr. Fennemore also stated that he isn’t happy about the downtown revitalization plan, as he fears that it will “look like California” and will be hard to plow. Ms. Hofmeister encouraged Mr. Fennemore to attend the public meeting to be held the evening of the 18th to share his thoughts.

______________________________Appendix B - Page 2

MEETING NOTES

Date/Time: 11-18-08 / 10:00



Job Number: J70112

Brandie T. Hofmeister, DOWL HKM, interviewed Mr. Carl Johnson for his knowledge of historical buildings and possible contaminated sites in the downtown area of Wrangell, specifically along Front Street. Mr. Johnson has lived in Wrangell for over 30 years and is the director of public works for the City of Wrangell.

While interviewing Mr. Johnson, 1952 maps, 1956 maps, a 1976 aerial photograph and map, and a 2002 aerial photograph were reviewed. Of particular interest were former auto shops, gas stations, dry cleaners, and power plants.

The following places were identified as potential contaminant sources:

Post Office - Former Spill listed in DEC database

Unreported release of diesel ~9 years ago at corner of McKinnon and Front Streets. The Elks Club building had a strong smell of diesel that was presumably from a leaking fuel tank - maybe from the Hardware store across the street. Smell dissipated as the diesel was flushed out the storm drain. No cleanup work was performed.

Fennemore’s Gas and Service Station

Former Dry Cleaner - located both on Front and Lynch Street (changed locations various times).

Former Fueling Station (now Jitterbugs building).

Former Mill’s Mechanic Shop

Old Mill Site

Machine Shop

Old City Powerhouse

Mr. Johnson also mentioned that the majority of buildings along Front Street were built on pilings and then later filled in. He believes fill material was from the harbor dredging. Filling of the area continues today.

Mr. Johnson can be at 874-3904.

______________________________Appendix B - Page 3

MEETING NOTES

Date/Time: 11-18-08 / 15:15



Job Number: J70112

Brandie T. Hofmeister, DOWL HKM, interviewed Ms. Olga Norris, a senior citizen of Wrangell, Alaska, for her knowledge of historical buildings and possible contaminated sites in the downtown area of Wrangell, specifically along Front Street. Ms. Norris has lived in Wrangell all her life and currently runs a gift shop in the downtown area.

Ms. Norris mentioned that she used to work in a dry cleaning operation on the west side of Front Street, next to City Market. The store was located on pilings and any associated contamination would have been buried by fill. She didn’t recall the dry cleaning store to be in any other location.

Ms. Norris did not recall any other gas stations other than the two along Front Street.

Ms. Norris mentioned that material used to fill Front Street was taken from the Stikine River - she remembered barges travelling back and forth loaded with sand and gravel. Ms. Norris thought that the harbor dredgings were used to fill the Campbell Drive and museum areas.

Ms. Norris can be reached at 874-3809 or 874-3810.

______________________________Appendix B - Page 4

APPENDIX C

Site Photographs

Photograph No. 1Comments: Facing NE

Photograph No. 2Comments: Facing E-NE

Photograph No. 3Comments: Facing SW

Phot

opoi

nt 1

______________________________Appendix C - Page 1

Photograph No. 4Comments: Facing E

Photograph No. 5Comments: Facing SE

Phot

opoi

nt 1

______________________________Appendix C - Page 2

Photograph No. 1Comments: Facing NW

Photograph No. 2Comments: Facing N

Photograph No. 3Comments: Facing W

Phot

opoi

nt 2

______________________________Appendix C - Page 3


Phot

opoi

nt 2

______________________________Appendix C - Page 4

Photograph No. 1Comments: Facing S



Phot

opoi

nt 3

______________________________Appendix C - Page 5



Photograph No. 3Comments: Closeup of Elk's ClubAST

Phot

opoi

nt 4

______________________________Appendix C - Page 6




Phot

opoi

nt 5

______________________________Appendix C - Page 7


Phot

opoi

nt 5

______________________________Appendix C - Page 8



Phot

opoi

nt 6

______________________________Appendix C - Page 9



Phot

opoi

nt 6

______________________________Appendix C - Page 10

Photograph No. 1Comments: Facing NNE

Phot

opoi

nt 7

______________________________Appendix C - Page 11

Photograph No. 1Comments: Facing N; AST

Phot

opoi

nt 8

______________________________Appendix C - Page 12


Phot

opoi

nt 9

______________________________Appendix C - Page 13




Phot

opoi

nt 1

0

______________________________Appendix C - Page 14




Phot

opoi

nt 1

0

______________________________Appendix C - Page 15


Photograph No. 8Comments: UST fill cap

Phot

opoi

nt 1

0

______________________________Appendix C - Page 16




Phot

opoi

nt 1

1

______________________________Appendix C - Page 17




Phot

opoi

nt 1

1

______________________________Appendix C - Page 18

Photograph No. 1Comments: Facing NW, on S side of builidng

Phot

opoi

nt 1

2

______________________________Appendix C - Page 19



Phot

opoi

nt 1

3

______________________________Appendix C - Page 20



Photograph No. 3Comments: Facing SE; typicalAST

Phot

opoi

nt 1

4

______________________________Appendix C - Page 21



Phot

opoi

nt 1

4

______________________________Appendix C - Page 22




Phot

opoi

nt 1

5

______________________________Appendix C - Page 23


Phot

opoi

nt 1

5

______________________________Appendix C - Page 24




Phot

opoi

nt 1

6

______________________________Appendix C - Page 25


Phot

opoi

nt 1

7

______________________________Appendix C - Page 26




Phot

opoi

nt 1

8

______________________________Appendix C - Page 27




Phot

opoi

nt 1

9

______________________________Appendix C - Page 28



Phot

opoi

nt 1

9

______________________________Appendix C - Page 29


Phot

opoi

nt 2

0

______________________________Appendix C - Page 30


Phot

opoi

nt 2

1

______________________________Appendix C - Page 31

APPENDIX D

Environmental Data Resources Report

FORM-NULL-KEN

®kcehCoeG htiw tropeR ™paM suidaR RDE ehT

440 Wheelers Farms RoadMilford, CT 06461Toll Free: 800.352.0050www.edrnet.com

Downtown WrangellFront StreetWrangell, AK 99929

Inquiry Number: 2356108.1sNovember 05, 2008

D-1

SECTION PAGE

Executive Summary ES1

Overview Map 2

Detail Map 3

Map Findings Summary 4

Map Findings 6

Orphan Summary 26

Government Records Searched/Data Currency Tracking GR-1

GEOCHECK ADDENDUM

Physical Setting Source Addendum A-1

Physical Setting Source Summary A-2

Physical Setting Source Map A-7

Physical Setting Source Map Findings A-8

Physical Setting Source Records Searched A-10

TC2356108.1s Page 1

Thank you for your business.Please contact EDR at 1-800-352-0050

with any questions or comments.

Disclaimer - Copyright and Trademark Notice

This Report contains certain information obtained from a variety of public and other sources reasonably available to Environmental DataResources, Inc. It cannot be concluded from this Report that coverage information for the target and surrounding properties does not exist fromother sources. NO WARRANTY EXPRESSED OR IMPLIED, IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT. ENVIRONMENTALDATA RESOURCES, INC. SPECIFICALLY DISCLAIMS THE MAKING OF ANY SUCH WARRANTIES, INCLUDING WITHOUT LIMITATION,MERCHANTABILITY OR FITNESS FOR A PARTICULAR USE OR PURPOSE. ALL RISK IS ASSUMED BY THE USER. IN NO EVENT SHALLENVIRONMENTAL DATA RESOURCES, INC. BE LIABLE TO ANYONE, WHETHER ARISING OUT OF ERRORS OR OMISSIONS, NEGLIGENCE,ACCIDENT OR ANY OTHER CAUSE, FOR ANY LOSS OF DAMAGE, INCLUDING, WITHOUT LIMITATION, SPECIAL, INCIDENTAL,CONSEQUENTIAL, OR EXEMPLARY DAMAGES. ANY LIABILITY ON THE PART OF ENVIRONMENTAL DATA RESOURCES, INC. IS STRICTLYLIMITED TO A REFUND OF THE AMOUNT PAID FOR THIS REPORT. Purchaser accepts this Report "AS IS". Any analyses, estimates, ratings,environmental risk levels or risk codes provided in this Report are provided for illustrative purposes only, and are not intended to provide, norshould they be interpreted as providing any facts regarding, or prediction or forecast of, any environmental risk for any property. Only a Phase IEnvironmental Site Assessment performed by an environmental professional can provide information regarding the environmental risk for anyproperty. Additionally, the information provided in this Report is not to be construed as legal advice.

Copyright 2008 by Environmental Data Resources, Inc. All rights reserved. Reproduction in any media or format, in wholeor in part, of any report or map of Environmental Data Resources, Inc., or its affiliates, is prohibited without prior written permission.

EDR and its logos (including Sanborn and Sanborn Map) are trademarks of Environmental Data Resources, Inc. or its affiliates. All othertrademarks used herein are the property of their respective owners.

TABLE OF CONTENTS

D-2

EXECUTIVE SUMMARY

TC2356108.1s EXECUTIVE SUMMARY 1

A search of available environmental records was conducted by Environmental Data Resources, Inc (EDR).The report was designed to assist parties seeking to meet the search requirements of EPA’s Standardsand Practices for All Appropriate Inquiries (40 CFR Part 312), the ASTM Standard Practice forEnvironmental Site Assessments (E 1527-05) or custom requirements developed for the evaluation ofenvironmental risk associated with a parcel of real estate.

TARGET PROPERTY INFORMATION

ADDRESS

FRONT STREETWRANGELL, AK 99929

COORDINATES

56.468690 - 56˚ 28’ 7.3’’Latitude (North): 132.385040 - 132˚ 23’ 6.1’’Longitude (West): Zone 8Universal Tranverse Mercator: 661094.2UTM X (Meters): 6261097.5UTM Y (Meters): 0 ft. above sea levelElevation:

USGS TOPOGRAPHIC MAP ASSOCIATED WITH TARGET PROPERTY

N/ATarget Property:USGS 7.5 min quad indexSource:

TARGET PROPERTY SEARCH RESULTS

The target property was not listed in any of the databases searched by EDR.

DATABASES WITH NO MAPPED SITES

No mapped sites were found in EDR’s search of available ("reasonably ascertainable ") governmentrecords either on the target property or within the search radius around the target property for thefollowing databases:

FEDERAL RECORDS

NPL National Priority ListProposed NPL Proposed National Priority List SitesDelisted NPL National Priority List DeletionsNPL LIENS Federal Superfund LiensCERCLIS Comprehensive Environmental Response, Compensation, and Liability Information SystemLIENS 2 CERCLA Lien InformationCORRACTS Corrective Action ReportRCRA-TSDF RCRA - Transporters, Storage and DisposalRCRA-LQG RCRA - Large Quantity GeneratorsRCRA-SQG RCRA - Small Quantity Generators

D-3

EXECUTIVE SUMMARY


RCRA-CESQG RCRA - Conditionally Exempt Small Quantity GeneratorUS ENG CONTROLS Engineering Controls Sites ListUS INST CONTROL Sites with Institutional ControlsERNS Emergency Response Notification SystemHMIRS Hazardous Materials Information Reporting SystemDOT OPS Incident and Accident DataUS CDL Clandestine Drug LabsUS BROWNFIELDS A Listing of Brownfields SitesDOD Department of Defense SitesFUDS Formerly Used Defense SitesLUCIS Land Use Control Information SystemCONSENT Superfund (CERCLA) Consent DecreesROD Records Of DecisionUMTRA Uranium Mill Tailings SitesDEBRIS REGION 9 Torres Martinez Reservation Illegal Dump Site LocationsODI Open Dump InventoryMINES Mines Master Index FileTRIS Toxic Chemical Release Inventory SystemTSCA Toxic Substances Control ActSSTS Section 7 Tracking SystemsICIS Integrated Compliance Information SystemMLTS Material Licensing Tracking SystemRADINFO Radiation Information DatabaseRAATS RCRA Administrative Action Tracking SystemSCRD DRYCLEANERS State Coalition for Remediation of Drycleaners Listing

STATE AND LOCAL RECORDS

SWF/LF Solid Waste FacilitiesAST Regulated Aboveground Storage TanksSPILLS Spills DatabaseENG CONTROLS Engineering Controls Site ListingINST CONTROL Contaminated Sites with Institutional ControlsVCP Voluntary Cleanup Program sitesDRYCLEANERS Drycleaner Facility ListingBROWNFIELDS Identified and/or Proposed Brownfields SitesCDL Illegal Drug Manufacturing SitesNPDES Wastewater Discharge Permit ListingAIRS AIRS Facility Listing

TRIBAL RECORDS

INDIAN RESERV Indian ReservationsINDIAN LUST Leaking Underground Storage Tanks on Indian LandINDIAN UST Underground Storage Tanks on Indian LandINDIAN VCP Voluntary Cleanup Priority Listing

EDR PROPRIETARY RECORDS

Manufactured Gas Plants EDR Proprietary Manufactured Gas Plants

SURROUNDING SITES: SEARCH RESULTS

Surrounding sites were identified in the following databases.

D-4

EXECUTIVE SUMMARY


Elevations have been determined from the USGS Digital Elevation Model and should be evaluated ona relative (not an absolute) basis. Relative elevation information between sites of close proximityshould be field verified. Sites with an elevation equal to or higher than the target property have beendifferentiated below from sites with an elevation lower than the target property.Page numbers and map identification numbers refer to the EDR Radius Map report where detaileddata on individual sites can be reviewed.

Sites listed in bold italics are in multiple databases.

Unmappable (orphan) sites are not considered in the foregoing analysis.

FEDERAL RECORDS

CERC-NFRAP: Archived sites are sites that have been removed and archived from the inventory of CERCLISsites. Archived status indicates that, to the best of EPA’s knowledge, assessment at a site has been completedand that EPA has determined no further steps will be taken to list this site on the National Priorities List(NPL), unless information indicates this decision was not appropriate or other considerations require arecommendation for listing at a later time. This decision does not necessarily mean that there is no hazardassociated with a given site; it only means that, based upon available information, the location is not judgedto be a potential NPL site.

A review of the CERC-NFRAP list, as provided by EDR, and dated 12/03/2007 has revealed that there are 2 CERC-NFRAP sites within approximately 0.25 miles of the target property.

PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____

WRANGELL JUNKYARD 4-MILE ZIMOVIA HIGHWAY ENE 0 - 1/8 (0.113 mi.) B5 9 WRANGELL ACS 212 BENNETT STREET ENE 0 - 1/8 (0.117 mi.) B9 12

RCRA-NonGen: RCRAInfo is EPA’s comprehensive information system, providing access to data supportingthe Resource Conservation and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA)of 1984. The database includes selective information on sites which generate, transport, store, treat and/ordispose of hazardous waste as defined by the Resource Conservation and Recovery Act (RCRA). Non-Generators donot presently generate hazardous waste.

A review of the RCRA-NonGen list, as provided by EDR, and dated 09/10/2008 has revealed that there are 4 RCRA-NonGen sites within approximately 0.25 miles of the target property.


WRANGELL CY OF 205 BRUEGER WSW 0 - 1/8 (0.059 mi.) A2 6 WRANGELL INSTITUTE 5 MILE ZIMOVIA HIGHWAY ENE 0 - 1/8 (0.113 mi.) B6 9 WHITE PASS ALASKA HAINES TERM 7 MI ZEMOVIA HWY ENE 0 - 1/8 (0.114 mi.) B8 11 ALASKA PULP CORP LUMBER DIV 6.5 MI ZIMOVIA HWY E 1/8 - 1/4 (0.127 mi.) C12 17

FTTS: FTTS tracks administrative cases and pesticide enforcement actions and complianceactivities related to FIFRA, TSCA and EPCRA (Emergency Planning and Community Right-to-Know Act) over theprevious five years. To maintain currency, EDR contacts the Agency on a quarterly basis.

A review of the FTTS list, as provided by EDR, and dated 07/12/2008 has revealed that there are 2 FTTS sites within approximately 0.25 miles of the target property.


THOMAS BAY POWER AUTHORITY 4.5 ZIMOVIA HWY ENE 0 - 1/8 (0.113 mi.) B4 8

D-5

EXECUTIVE SUMMARY



ALASKA PULP CORP 6.5 MI ZIMOVIA HWY E 1/8 - 1/4 (0.127 mi.) C11 16

HIST FTTS: A complete administrative case listing from the FIFRA/TSCA Tracking System (FTTS) for allten EPA regions. The information was obtained from the National Compliance Database (NCDB). NCDB supportsthe implementation of FIFRA (Federal Insecticide, Fungicide, and Rodenticide Act) and TSCA (Toxic SubstancesControl Act). Some EPA regions are now closing out records. Because of that, and the fact that some EPAregions are not providing EPA Headquarters with updated records, it was decided to create a HIST FTTSdatabase. It included records that may not be included in the newer FTTS database updates. This database isno longer updated.

A review of the HIST FTTS list, as provided by EDR, and dated 10/19/2006 has revealed that there are 2 HIST FTTS sites within approximately 0.25 miles of the target property.


THOMAS BAY POWER AUTHORITY 4.5 ZIMOVIA HWY ENE 0 - 1/8 (0.113 mi.) B4 8 ALASKA PULP CORP 6.5 MI ZIMOVIA HWY E 1/8 - 1/4 (0.127 mi.) C11 16

PADS: The PCB Activity Database identifies generators, transporters, commercial storers and/orbrokers and disposers of PCBs who are required to notify the United States Environmental Protection Agency ofsuch activities. The source of this database is the U.S. EPA.

A review of the PADS list, as provided by EDR, and dated 12/04/2007 has revealed that there are 2 PADS sites within approximately 0.25 miles of the target property.


THOMAS BAY POWER AUTHORITY 4.5 ZIMOVIA HWY ENE 0 - 1/8 (0.113 mi.) B4 8 WRANGELL INSTITUTE 5 MILE ZIMOVIA HIGHWAY ENE 0 - 1/8 (0.113 mi.) B7 10

FINDS: The Facility Index System contains both facility information and "pointers" to othersources of information that contain more detail. These include: RCRIS; Permit Compliance System (PCS);Aerometric Information Retrieval System (AIRS); FATES (FIFRA [Federal Insecticide Fungicide Rodenticide Act]and TSCA Enforcement System, FTTS [FIFRA/TSCA Tracking System]; CERCLIS; DOCKET (Enforcement Docket used tomanage and track information on civil judicial enforcement cases for all environmental statutes); FederalUnderground Injection Control (FURS); Federal Reporting Data System (FRDS); Surface Impoundments (SIA); TSCAChemicals in Commerce Information System (CICS); PADS; RCRA-J (medical waste transporters/disposers); TRIS;and TSCA. The source of this database is the U.S. EPA/NTIS.

A review of the FINDS list, as provided by EDR, and dated 07/01/2008 has revealed that there are 6 FINDS sites within approximately 0.25 miles of the target property.


WRANGELL CY OF 205 BRUEGER WSW 0 - 1/8 (0.059 mi.) A2 6 THOMAS BAY POWER AUTHORITY 4.5 ZIMOVIA HWY ENE 0 - 1/8 (0.113 mi.) B4 8 WHITE PASS ALASKA HAINES TERM 7 MI ZEMOVIA HWY ENE 0 - 1/8 (0.114 mi.) B8 11 ALASKA PULP CORP LUMBER DIV 6.5 MI ZIMOVIA HWY E 1/8 - 1/4 (0.127 mi.) C12 17 WRANGELL SEAFOODS INC 641 SHAKES STREET SSE 1/8 - 1/4 (0.167 mi.) D15 22 EVERGREEN ELEMENTARY 350 BENNETT STREET NE 1/8 - 1/4 (0.198 mi.) 19 23

D-6

EXECUTIVE SUMMARY



SHWS: State Hazardous Waste Sites. State hazardous waste site records are the states’ equivalentto CERCLIS. These sites may or may not already be listed on the federal CERCLIS list. Priority sites plannedfor cleanup using state funds (state equivalent of Superfund) are identified along with where cleanup will bepaid for by potentially responsible parties.

A review of the SHWS list, as provided by EDR, and dated 09/29/2008 has revealed that there are 4 SHWS sites within approximately 0.25 miles of the target property.


WRANGELL INSTITUTE ZIMOVIA HIGHWAY E 1/8 - 1/4 (0.125 mi.) B10 13 FENNIMORE SERVICE CENTER 21 FRONT ST. W 1/8 - 1/4 (0.163 mi.) 13 19 WRANGELL FISHERIES, INC. 641 SHAKES STREET SSE 1/8 - 1/4 (0.167 mi.) D17 22 WRANGELL POST OFFICE 112 FEDERAL WAY; W 1/8 - 1/4 (0.216 mi.) E20 24

LUST: The Leaking Underground Storage Tank Incident Reports contain an inventory of reportedleaking underground storage tank incidents. The data come from the Department of Pollution Control & Ecology’sLUST Notice Information.

A review of the LUST list, as provided by EDR, and dated 09/30/2008 has revealed that there are 2 LUST sites within approximately 0.25 miles of the target property.


WRANGELL FISHERIES, INC. 641 SHAKES STREET SSE 1/8 - 1/4 (0.167 mi.) D18 23Facility Status: Cleanup Complete

WRANGELL POST OFFICE 112 FEDERAL WAY; W 1/8 - 1/4 (0.216 mi.) E21 24Facility Status: Cleanup Complete

UST: The Underground Storage Tank database contains registered USTs. USTs are regulated underSubtitle I of the Resource Conservation and Recovery Act (RCRA). The data come from the Department ofPollution Control & Ecology’s RST Owner & Facilities database.

A review of the UST list, as provided by EDR, and dated 09/08/2008 has revealed that there are 4 UST sites within approximately 0.25 miles of the target property.


WILCOX AUTOMOTIVE 309 FRONT ST SE 0 - 1/8 (0.009 mi.) 1 6 CITY HALL 205 BRUEGER ST WSW 0 - 1/8 (0.059 mi.) A3 8 WRANGELL MEDICAL CENTER 310 BENNETT ST NE 1/8 - 1/4 (0.166 mi.) 14 21 WRANGELL FISHERIES 641 SHAKES ST SSE 1/8 - 1/4 (0.167 mi.) D16 22

D-7

EXECUTIVE SUMMARY


Due to poor or inadequate address information, the following sites were not mapped:

Site Name Database(s)____________ ____________

WRANGELL CITY SD FINDS, FTTS, HIST FTTSWRANGELL CITY SHOP SHWSWRANGELL JUNKYARD SHWS, BROWNFIELDSAT&T ALASCOM WRANGELL RELAY SHWS, VCPWRANGELL OIL BULK FUEL FACILITY SHWSDELTA WESTERN WRANGELL SHWSFENNIMORE SERVICE CENTER LUST, UST, VCPADOTPF - WRANGELL USTWRANGELL AIRPORT USTAMHS - WRANGELL FERRY TERMINAL USTSEWER TREATMENT PLANT USTALPINE MINI-MART USTWRANGELL INSTITUTE FINDS, RCRA-NonGenONE STOP CLOTHES CARE FINDS, RCRA-CESQGWRANGELL CY OF LANDFILL FINDS, RCRA-CESQGDELTA WESTERN WRANGELL RCRA-CESQGWRANGELL MUNICIPAL WRANGELL POWER FINDSWRANGELL INSTITUTE FINDSWRANGELL WWTP-301(H) FACILITY FINDSWRANGELL OIL FINDSWRANGELL HIGH SCHOOL FINDSS: WRANGELL FACILITY FINDSCASE AVENUE, WRANGELL SPILLSCASE AVE, WRANGELL SPILLS11 1/2 MILE ZIMOVIA HIGHWAY, WRANG SPILLSWRANGELL INSTITUTE ICISDELTA WESTERN WRANGELL BULK FUEL F NPDESGREEN VALLEY SUBDIVISION SEWER OUT NPDES

D-8

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http://www.edrnet.com/srf2/FinalSiteReport.aspx?ID=6csG681ucYzrsLkxGjMz3TeJ8M6Z1QUluBKZAuEWYwfdzUayrYvu4u7PLETAkzMHxasR3ehJjiRcMe63z7C75YdcTMtweGEUJ9vkBhNJMJjP6OZXZOlZ75IBQlTIUw0nl0Uf7hAMBgGwKaIuZHON3azzuxMwEOiPWuEu6wjmcOWbs0NCGnZT3BIJ8arw1l0Ku1N39fElYpxRzn7kr3Cy4AYmL5I0kfkNxNe34v.rjDpfMz4gzltZ34FzTBHwe6RwJs148Q9JMdMG6KPwZC4u3AnuQS5cUe4slaAiBQiKBUswKDu1Z5AH6sKGcZMwsd1HGkNL4cWN8PpV1Hx8unap3GUtYrinzkGZrMVh5efnLVOgkMe4xlpE6cw0jRPjMa4FzbKS8Ty.TiHxeLeKJUgF9UcRM1KI6AbHZECw4n9OQvhkU.USlHrh3e7AB4SaKpctZwNpBFezuc9UELutWnXS2MDVwNpcf5HgdA5p4BIDUWDPafeHyypJvpHcY7nYvwpDuhcs6IPPc.7IspVeGVkH4pas8LO016DiuSsz3FNwY64EzIRcrDUtV36NLQXkkElUxyKU49eBjtYFMeGwzMrs30hATGbCeuUpJypdB7AuMl8M6zN6ZMpJ4LHbQoAfUNjxlK1HBbf8BG6gKQyDZTvd8ZQxu4PiEmyrWU9K3Gc5wiaGfNc.dTci3IMgUvA4as8tyj6p8DteYsEhvmi4ud4L3

EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.D-9

EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.D-10

MAP FINDINGS SUMMARY

SearchTarget Distance Total

Database Property (Miles) < 1/8 1/8 - 1/4 1/4 - 1/2 1/2 - 1 > 1 Plotted

FEDERAL RECORDS

0 NR NR NR 0 0 0.250NPL 0 NR NR NR 0 0 0.250Proposed NPL 0 NR NR NR 0 0 0.250Delisted NPL 0 NR NR NR 0 0 0.250NPL LIENS 0 NR NR NR 0 0 0.250CERCLIS 2 NR NR NR 0 2 0.250CERC-NFRAP 0 NR NR NR 0 0 0.250LIENS 2 0 NR NR NR 0 0 0.250CORRACTS 0 NR NR NR 0 0 0.250RCRA-TSDF 0 NR NR NR 0 0 0.250RCRA-LQG 0 NR NR NR 0 0 0.250RCRA-SQG 0 NR NR NR 0 0 0.250RCRA-CESQG 4 NR NR NR 1 3 0.250RCRA-NonGen 0 NR NR NR 0 0 0.250US ENG CONTROLS 0 NR NR NR 0 0 0.250US INST CONTROL 0 NR NR NR 0 0 0.250ERNS 0 NR NR NR 0 0 0.250HMIRS 0 NR NR NR 0 0 0.250DOT OPS 0 NR NR NR 0 0 0.250US CDL 0 NR NR NR 0 0 0.250US BROWNFIELDS 0 NR NR NR 0 0 0.250DOD 0 NR NR NR 0 0 0.250FUDS 0 NR NR NR 0 0 0.250LUCIS 0 NR NR NR 0 0 0.250CONSENT 0 NR NR NR 0 0 0.250ROD 0 NR NR NR 0 0 0.250UMTRA 0 NR NR NR 0 0 0.250DEBRIS REGION 9 0 NR NR NR 0 0 0.250ODI 0 NR NR NR 0 0 0.250MINES 0 NR NR NR 0 0 0.250TRIS 0 NR NR NR 0 0 0.250TSCA 2 NR NR NR 1 1 0.250FTTS 2 NR NR NR 1 1 0.250HIST FTTS 0 NR NR NR 0 0 0.250SSTS 0 NR NR NR 0 0 0.250ICIS 2 NR NR NR 0 2 0.250PADS 0 NR NR NR 0 0 0.250MLTS 0 NR NR NR 0 0 0.250RADINFO 6 NR NR NR 3 3 0.250FINDS 0 NR NR NR 0 0 0.250RAATS 0 NR NR NR 0 0 0.250SCRD DRYCLEANERS


4 NR NR NR 4 0 0.250SHWS 0 NR NR NR 0 0 0.250SWF/LF 2 NR NR NR 2 0 0.250LUST 4 NR NR NR 2 2 0.250UST

TC2356108.1s Page 4

D-11

MAP FINDINGS SUMMARY

SearchTarget Distance Total

Database Property (Miles) < 1/8 1/8 - 1/4 1/4 - 1/2 1/2 - 1 > 1 Plotted

0 NR NR NR 0 0 0.250AST 0 NR NR NR 0 0 0.250SPILLS 0 NR NR NR 0 0 0.250ENG CONTROLS 0 NR NR NR 0 0 0.250INST CONTROL 0 NR NR NR 0 0 0.250VCP 0 NR NR NR 0 0 0.250DRYCLEANERS 0 NR NR NR 0 0 0.250BROWNFIELDS 0 NR NR NR 0 0 0.250CDL 0 NR NR NR 0 0 0.250NPDES 0 NR NR NR 0 0 0.250AIRS

TRIBAL RECORDS

0 NR NR NR 0 0 0.250INDIAN RESERV 0 NR NR NR 0 0 0.250INDIAN LUST 0 NR NR NR 0 0 0.250INDIAN UST 0 NR NR NR 0 0 0.250INDIAN VCP


0 NR NR NR 0 0 0.250Manufactured Gas Plants

NOTES:

TP = Target Property

NR = Not Requested at this Search Distance

Sites may be listed in more than one database

TC2356108.1s Page 5

D-12

MAP FINDINGSMap IDDirection

EDR ID NumberDistanceEPA ID NumberDatabase(s)SiteElevation

YesRegulated Tank: 6/1/1987Installed Date: GasolineTank Product: 2000Tack Capacity: Temporarily Out of UseTank Status: 3Tank ID:

YesRegulated Tank: 9/1/1981Installed Date: DieselTank Product: 875Tack Capacity: Permanently Out of UseTank Status: 2Tank ID:

YesRegulated Tank: 5/1/1982Installed Date: GasolineTank Product: 2000Tack Capacity: Permanently Out of UseTank Status: 1Tank ID:

Wrangell, AK 99929Owner City,St,Zip: 309 Front Street PO Box 529Owner Address: Charles L. P. WilcoxOwner Name: 210Owner ID: Gas StationFacility Type: 1395Facility ID:

UST:

50 ft.0.009 mi.

Relative:Equal

Actual:0 ft.

< 1/8 WRANGELL, AK 99929SE 309 FRONT ST N/A1 USTWILCOX AUTOMOTIVE U001959780

WRANGELL, AK 99929 205 BRUEGERFacility address: WRANGELL CY OFFacility name: 11/30/1997Date form received by agency:

RCRA-NonGen:

corrective action activities required under RCRA.program staff to track the notification, permit, compliance, andand treat, store, or dispose of hazardous waste. RCRAInfo allows RCRAevents and activities related to facilities that generate, transport,Conservation and Recovery Act (RCRA) program through the tracking ofRCRAInfo is a national information system that supports the Resource

Other Pertinent Environmental Activity Identified at SiteFINDS:

314 ft. Site 1 of 2 in cluster A0.059 mi.

Relative:Equal

Actual:0 ft.

< 1/8 WRANGELL, AK 99929WSW RCRA-NonGen205 BRUEGER AKD083353854A2 FINDSWRANGELL CY OF 1000315192

TC2356108.1s Page 6

D-13



No violations foundViolation Status:

NoneWaste name: NONEWaste code:

Hazardous Waste Summary:

Commercial status unknownOff-site waste receiver: NoUsed oil transporter: NoUsed oil transfer facility: NoUsed oil Specification marketer: NoUsed oil fuel marketer to burner: NoUser oil refiner: NoUsed oil processor: NoUsed oil fuel burner: UnknownFurnace exemption: UnknownOn-site burner exemption: NoUnderground injection activity: NoTreater, storer or disposer of HW: NoTransporter of hazardous waste: NoRecycler of hazardous waste: UnknownMixed waste (haz. and radioactive): UnknownU.S. importer of hazardous waste:

Handler Activities Summary:

Not reportedOwner/Op end date: Not reportedOwner/Op start date: OwnerOwner/Operator Type: MunicipalLegal status: Not reportedOwner/operator telephone: Not reportedOwner/operator country: Not reported Not reportedOwner/operator address: CITY OF WRANGELLOwner/operator name:

Owner/Operator Summary:

Handler: Non-Generators do not presently generate hazardous wasteDescription: Non-GeneratorClassification: 10EPA Region: Not reportedContact email: (907) 874-3904Contact telephone: USContact country: WRANGELL, AK 99929 BOX 531Contact address: ROBERT CALDWELLContact: WRANGELL, AK 99929 BOX 531Mailing address: AKD083353854EPA ID:

WRANGELL CY OF (Continued) 1000315192

TC2356108.1s Page 7

D-14



NoRegulated Tank: 5/1/1970Installed Date: Heating OilTank Product: 500Tack Capacity: Permanently Out of UseTank Status: 1Tank ID:

Wrangell, AK 99929Owner City,St,Zip: 205 Bruger ST P.O. Box 531Owner Address: City Of WrangellOwner Name: 1320Owner ID: CommercialFacility Type: 2137Facility ID:

UST:

314 ft. Site 2 of 2 in cluster A0.059 mi.

Relative:Equal

Actual:0 ft.

< 1/8 WRANGELL, AK 99929WSW 205 BRUEGER ST N/AA3 USTCITY HALL U003765261

UserFacility Function: TSCALegislation Code: Neutral Scheme, RegionInvestigation Reason: Section 6 PCB Federal ConductedInvestigation Type: NoViolation occurred: PAVITTInspector: Not reportedInspection Date: 10Region: 1995062863236 1Inspection Number:

HIST FTTS INSP:

UserFacility Function: TSCALegislation Code: Neutral Scheme, RegionInvestigation Reason: Section 6 PCB Federal ConductedInvestigation Type: NoViolation occurred: PAVITTInspector: 06/28/1995Inspection Date: 10Region: 1995062863236 1Inspection Number:

FTTS INSP:

and settlements.regions and states with cooperative agreements, enforcement actions,Toxic Substances Control Act (TSCA). The system tracks inspections inFederal Insecticide, Fungicide, and Rodenticide Act (FIFRA) and theNCDB (National Compliance Data Base) supports implementation of the


597 ft. Site 1 of 7 in cluster B0.113 mi. HIST FTTS

Relative:Equal

Actual:0 ft.

< 1/8 FTTSWRANGELL, AK 99929ENE FINDS4.5 ZIMOVIA HWY AK0000181636B4 PADSTHOMAS BAY POWER AUTHORITY 1004433395

TC2356108.1s Page 8

D-15



Not reportedPriority Level: 02/15/2001Date Completed: Not reportedDate Started: ARCHIVE SITEAction:

NFRAP (No Futher Remedial Action PlannedPriority Level: 02/09/2001Date Completed: 05/23/2000Date Started: PRELIMINARY ASSESSMENTAction:

Not reportedPriority Level: 05/23/2000Date Completed: Not reportedDate Started: DISCOVERYAction:

CERCLIS-NFRAP Assessment History:

Not reportedSite Description:

Site Assessment Manager (SAM)Contact Title: (206) 553-0323Contact Tel: MONICA TONELContact Name:

CERCLIS-NFRAP Site Contact Name(s):

NFRAPNon NPL Status: Not on the NPLNPL Status: Not a Federal FacilityFederal Facility: 1002224Site ID:

CERC-NFRAP:

597 ft. Site 2 of 7 in cluster B0.113 mi.

Relative:Equal

Actual:0 ft.

< 1/8 WRANGELL, AK 99929ENE 4-MILE ZIMOVIA HIGHWAY AKSFN1002224B5 CERC-NFRAPWRANGELL JUNKYARD 1003880879

Handler: Non-Generators do not presently generate hazardous wasteDescription: Non-GeneratorClassification: 10EPA Region: Not reportedContact email: (907) 874-3904Contact telephone: USContact country: WRANGELL, AK 999290531 PO BOX 531Contact address: BOB CALDWELLContact: WRANGELL, AK 999290531 PO BOX 531Mailing address: AKR000004200EPA ID: WRANGELL, AK 999290531 5 MILE ZIMOVIA HIGHWAYFacility address: WRANGELL INSTITUTEFacility name: 05/06/2002Date form received by agency:

RCRA-NonGen:


Relative:Equal

Actual:0 ft.

< 1/8 WRANGELL, AK 99929ENE 5 MILE ZIMOVIA HIGHWAY AKR000004200B6 RCRA-NonGenWRANGELL INSTITUTE 1001814695

TC2356108.1s Page 9

D-16




Small Quantity GeneratorClassification: WRANGELL INSTITUTEFacility name: 11/19/1999Date form received by agency:

Small Quantity GeneratorClassification: WRANGELL INSTITUTEFacility name: 12/11/2001Date form received by agency:

Historical Generators:

Commercial status unknownOff-site waste receiver: NoUsed oil transporter: NoUsed oil transfer facility: NoUsed oil Specification marketer: NoUsed oil fuel marketer to burner: NoUser oil refiner: NoUsed oil processor: NoUsed oil fuel burner: UnknownFurnace exemption: UnknownOn-site burner exemption: NoUnderground injection activity: NoTreater, storer or disposer of HW: NoTransporter of hazardous waste: NoRecycler of hazardous waste: UnknownMixed waste (haz. and radioactive): UnknownU.S. importer of hazardous waste:


Not reportedOwner/Op end date: 01/01/0001Owner/Op start date: OwnerOwner/Operator Type: MunicipalLegal status: (907) 874-2381Owner/operator telephone: Not reportedOwner/operator country: WRANGELL, AK 99929 PO BOX 531Owner/operator address: CITY OF WRANGELLOwner/operator name:


WRANGELL INSTITUTE (Continued) 1001814695


Relative:Equal

Actual:0 ft.

< 1/8 WRANGELL, AK 99929ENE 5 MILE ZIMOVIA HIGHWAY AKW100000082B7 PADSWRANGELL INSTITUTE 1005481438

TC2356108.1s Page 10

D-17



NoUser oil refiner: NoUsed oil processor: NoUsed oil fuel burner: UnknownFurnace exemption: UnknownOn-site burner exemption: NoUnderground injection activity: NoTreater, storer or disposer of HW: NoTransporter of hazardous waste: NoRecycler of hazardous waste: UnknownMixed waste (haz. and radioactive): UnknownU.S. importer of hazardous waste:


Not reportedOwner/Op end date: Not reportedOwner/Op start date: OwnerOwner/Operator Type: PrivateLegal status: Not reportedOwner/operator telephone: Not reportedOwner/operator country: Not reported Not reportedOwner/operator address: WHITE PASS ALASKAOwner/operator name:


Handler: Non-Generators do not presently generate hazardous wasteDescription: Non-GeneratorClassification: 10EPA Region: Not reportedContact email: (907) 983-2214Contact telephone: USContact country: WRANGELL, AK 99929 P O BOX 2278Contact address: GARY TROZZOContact: WRANGELL, AK 99929 PO BOX 2278Mailing address: AKD983068388EPA ID: WRANGELL, AK 99929 7 MI ZEMOVIA HWYFacility address: WHITE PASS ALASKA HAINES TERM & HWY COFacility name: 06/01/1990Date form received by agency:

RCRA-NonGen:




Relative:Equal

Actual:0 ft.

< 1/8 WRANGELL, AK 99929ENE RCRA-NonGen7 MI ZEMOVIA HWY AKD983068388B8 FINDSWHITE PASS ALASKA HAINES TERM & HWY CO 1000397557

TC2356108.1s Page 11

D-18




NoneWaste name: NONEWaste code:


Commercial status unknownOff-site waste receiver: NoUsed oil transporter: NoUsed oil transfer facility: NoUsed oil Specification marketer: NoUsed oil fuel marketer to burner:

WHITE PASS ALASKA HAINES TERM & HWY CO (Continued) 1000397557

Not reportedPriority Level: 07/25/2000Date Completed: Not reportedDate Started: ARCHIVE SITEAction:

NFRAP (No Futher Remedial Action PlannedPriority Level: 04/28/1999Date Completed: 01/08/1999Date Started: PRELIMINARY ASSESSMENTAction:

Not reportedPriority Level: 01/08/1999Date Completed: Not reportedDate Started: DISCOVERYAction:

CERCLIS-NFRAP Assessment History:

Not reportedSite Description:

Site Assessment Manager (SAM)Contact Title: (206) 553-2594Contact Tel: Joanne LaBawContact Name:

CERCLIS-NFRAP Site Contact Name(s):

NFRAPNon NPL Status: Not on the NPLNPL Status: Not a Federal FacilityFederal Facility: 1002101Site ID:

CERC-NFRAP:


Relative:Equal

Actual:0 ft.

< 1/8 WRANGELL, AK 99929ENE 212 BENNETT STREET AKSFN1002101B9 CERC-NFRAPWRANGELL ACS 1003880826

TC2356108.1s Page 12

D-19



06/01/2007Action Date:

Palmieri, Anne MarieDEC Staff: Cleanup Level(s) ApprovedAction: 10/11/1999Action Date:

Palmieri, Anne MarieDEC Staff: Site Characterization Workplan ApprovedAction: 09/25/2003Action Date:

Palmieri, Anne MarieDEC Staff: Meeting or Teleconference HeldAction: 12/08/2004Action Date:

Palmieri, Anne MarieDEC Staff: Update or Other ActionAction: 08/19/2002Action Date:

Palmieri, Anne MarieDEC Staff: Cleanup Assumed by ADECAction: 05/15/2003Action Date:

Wanstall, BruceDEC Staff: Update or Other ActionAction: 12/20/2000Action Date:





Palmieri, Anne MarieDEC Staff: Site Ranked Using the AHRMAction: 11/24/1999Action Date:

Actions:

-132.342222Longitude: 56.416389Latitude: Not reportedLand Owner: ActiveFacility Status: Anne Marie Palmieri - 9077663184Staff: 1529.38.002File Number:

SHWS:


Relative:Equal

Actual:0 ft.

1/8-1/4 WRANGELL, AK 99929East ZIMOVIA HIGHWAY N/AB10 SHWSWRANGELL INSTITUTE S104894406

TC2356108.1s Page 13

D-20



Site Added to DatabaseAction: 11/19/1999Action Date:

Palmieri, Anne MarieDEC Staff: Interim Removal Action ApprovedAction: 04/20/2003Action Date:

Janes, BillDEC Staff: Update or Other ActionAction: 03/15/2001Action Date:


Janes, BillDEC Staff: Update or Other ActionAction: 03/20/2001Action Date:





Wanstall, BruceDEC Staff: GIS Position UpdatedAction: 07/22/2004Action Date:


Palmieri, Anne MarieDEC Staff: Cleanup Plan ApprovedAction: 07/27/2007Action Date:



Palmieri, Anne MarieDEC Staff: Enforcement or Compliance or Legal ActionAction:

WRANGELL INSTITUTE (Continued) S104894406

TC2356108.1s Page 14

D-21



expense.Staff talks with BIA (K. Holzinger): BIA is reorganizing and may be site characterization, thus DEC will conduct it and cost recover the received.Project manager changed to Jaynes.PRPs reject opportunity to conduct (teleconference) held with all parties.CIRI response to PRP letter notification letters sent to BLM, BIA, CIRI, and the USFS.Meeting -132.346944 long] and locateMeeting held as follow-up to 12/8/04 meeting.PRP contaminated soil stockpile 5.25 mile Z Hwy [NAD 23 N 56.419417 lat and W contaminated soil stockpiles. Site GPS at Mile 5.5 Zimovia Highway; newest weeks.Travel to Wrangell; Record GPS and inspect/photograph the property and week of August 13.Fieldwork in Wrangell begins, should be completed in 2 (excavation and stockpiling) of the cleanup. Fieldwork is likely to begin the date.Notice to Proceed issued to Shannon & Wilson to conduct Phase 1 SLR approved. DEC is funding this work.Cleanup Levels Approved this would like to have a cleanup action workplanSite Characterization workplan from representatives to discuss site cleanup issues. DEC staff stated that DEC Justice, Dept. of Interior, City of Wrangell, and Cook Inlet Regional approved this date.DEC staff and management and Dept. of Law met with Dept. of each level.Petroleum contamination.Interim Removal Action report received and site and the corresponding restrictions or encumberances that would result with City of Wrangell and Dept. of Law to discuss potential cleanup levels for the forwarded to BLM, BIA, USFS, CIRI, and the City of Wrangell.Meeting held with we would be in Wrangell on April 20 and thSite Characterization report golf course. very organic soil may not work in asphalt incorporation. Told him Works. Roughly 550 cubic yards currently stockpiled on a rock pit near the rescinded on 10/10/02.Teleconference with Bob Caldwell at Wrangell Public of the site and alongApplication accepted for acceptance into the VCP. Later up for the winter. Excavation still needs to occur at one area in the center Approx. 5,000 cy of contaminated soil is stockpiled on site. Site is buttoned received.Excavation of contaminated soils occured at 4 areas during the fall. discuss additional actions needed.USFS response to PRP letter Interior, US Forest Service, Dept. of Justice, and Cook Inlet Regional to Signatures will be gathered in the next fewl weeks.Meeting held with Dept. of Decree agreed to by all parties -- USDOJ, City of Wrangell, and CIRI. will be removed from the VCP.Initial ranking.Settlement Agreement/Consent additional information from field work. Site scores as a high priority and BTEX are NDSLRs Site Characterization Report approved.Site reranked with duplicate, 2 PAH, and 5 BTEX unless Caldwell has other data showing PAHs and plan for Caldwell.Requested 8 foc discrete and a duplicate, 10 discret DRO, 1 Teleconference with Schlichting at Carson Dorn who is putting together samplingAction Description:

Palmieri, Anne MarieDEC Staff: Site Characterization Report ApprovedAction: 02/24/2004Action Date:


Palmieri, Anne MarieDEC Staff: Exposure Tracking Model RankingAction: 02/26/2007Action Date:


Palmieri, Anne MarieDEC Staff:


TC2356108.1s Page 15

D-22



Not reportedContaminant CDR: Not reportedContaminant CDD: Petersburg B-2 NE Quadrangle.Comments: is an anadromous fish stream. Petersburg B-2 NE Quadrangle. DRO and PAHs. Additional characterization is needed at Institute Creek which contamination in the middle portion of the site exceeding cleanup levels for Extensive soil contamination is present on the site with groundwater maintenance issues with the fuel pipelines and heating oil day tanks. Petroleum contamination remains on site due to general operation andProblem: Not reportedLegal Description: Putrescible waste now being shipped south. in the spring.l probably be needed. Looking at late fall or next winter. Government are negotiating an agreement to do this work.the bulk fuel pipeline Miller. Some sort of impermeable cap wilby April 1. CIRI and the Federal they also need landfill cover for final closure plan. Need to talk with Glenn biocell or perhaps a method 3 TOC determination can be done. Caldwell says and -132.32030 W long.at we would work with him to determine a solution. A recover.d older soil stockpile on golf course spur road NAD 23 N 56.46461 lat work, or DEC will conduct the additional characterization needed and cost staff request that PRPs notify DEC within 2 weeks if they wish to perform the sent to PRPs with a letter detailing additional actions needed at the site. CS notification letters (BLM, BIA, USFS, CIRI) will be sent out soon.IRA report rescinded this date. Staff requested final report from 2001 field work. PRP able to respond to the PRP request for information letter in May.VCP status


UserFacility Function: TSCALegislation Code: Neutral Scheme, RegionInvestigation Reason: Section 6 PCB Federal ConductedInvestigation Type: NoViolation occurred: PAVITTInspector: Not reportedInspection Date: 10Region: 1995062868236 3Inspection Number:

HIST FTTS INSP:

UserFacility Function: TSCALegislation Code: Neutral Scheme, RegionInvestigation Reason: Section 6 PCB Federal ConductedInvestigation Type: NoViolation occurred: PAVITTInspector: 06/28/1995Inspection Date: 10Region: 1995062868236 3Inspection Number:

FTTS INSP:

669 ft. Site 1 of 2 in cluster C0.127 mi.

Relative:Equal

Actual:0 ft.

1/8-1/4 WRANGELL, AK 99929East HIST FTTS6.5 MI ZIMOVIA HWY N/AC11 FTTSALASKA PULP CORP 1007267911

TC2356108.1s Page 16

D-23



Not reportedOwner/Op end date: Not reportedOwner/Op start date: OwnerOwner/Operator Type: PrivateLegal status: Not reportedOwner/operator telephone: Not reportedOwner/operator country: SITKA, AK 99835 4600 SAWMILL CREEK RDOwner/operator address: ALASKA LUMBER PULP COOwner/operator name:


Handler: Non-Generators do not presently generate hazardous wasteDescription: Non-GeneratorClassification: PrivateLand type: 10EPA Region: Not reportedContact email: (907) 874-3371Contact telephone: USContact country: WRANGELL, AK 99929 PO BOX 591Contact address: ROY MARTINContact: WRANGELL, AK 99929 PO BOX 591Mailing address: AKD983069824EPA ID: WRANGELL, AK 99929 6.5 MI ZIMOVIA HWYFacility address: ALASKA PULP CORP LUMBER DIVFacility name: 11/30/1997Date form received by agency:

RCRA-NonGen:


their precursors, as well as hazardous air pollutants (HAPs).on stationary and mobile sources that emit criteria air pollutants andThe NEI (National Emissions Inventory) database contains information

and settlements.regions and states with cooperative agreements, enforcement actions,Toxic Substances Control Act (TSCA). The system tracks inspections inFederal Insecticide, Fungicide, and Rodenticide Act (FIFRA) and theNCDB (National Compliance Data Base) supports implementation of the


669 ft. Site 2 of 2 in cluster C0.127 mi.

Relative:Equal

Actual:0 ft.

1/8-1/4 WRANGELL, AK 99929East RCRA-NonGen6.5 MI ZIMOVIA HWY AKD983069824C12 FINDSALASKA PULP CORP LUMBER DIV 1000585975

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D-24



Not reported Proposed penalty amount: State Enforcement lead agency: Not reported Enf. disp. status date: Not reported Enf. disposition status: 08/28/1991 Enforcement action date: STATE TO EPA ADMINISTRATIVE REFERRAL Enforcement action: StateViolation lead agency: 01/31/1994Date achieved compliance: 07/07/1993Date violation determined: Generators - GeneralArea of violation: Not reportedRegulation violated:

Facility Has Received Notices of Violations:

DISPOSED, THE WASTE WOULD BE A CORROSIVE HAZARDOUS WASTE. THESE CAUSTIC OR ACID SOLUTIONS BECOME CONTAMINATED AND MUST BE USED BY MANY INDUSTRIES TO CLEAN METAL PARTS PRIOR TO PAINTING. WHEN OR DEGREASE PARTS. HYDROCHLORIC ACID, A SOLUTION WITH A LOW PH, IS CAUSTIC SOLUTION WITH A HIGH PH, IS OFTEN USED BY INDUSTRIES TO CLEAN CONSIDERED TO BE A CORROSIVE HAZARDOUS WASTE. SODIUM HYDROXIDE, A A WASTE WHICH HAS A PH OF LESS THAN 2 OR GREATER THAN 12.5 ISWaste name: D002Waste code:

WHICH WOULD BE CONSIDERED AS IGNITABLE HAZARDOUS WASTE. MATERIAL. LACQUER THINNER IS AN EXAMPLE OF A COMMONLY USED SOLVENT WHICH CAN BE OBTAINED FROM THE MANUFACTURER OR DISTRIBUTOR OF THE FLASH POINT OF A WASTE IS TO REVIEW THE MATERIAL SAFETY DATA SHEET, CLOSED CUP FLASH POINT TESTER. ANOTHER METHOD OF DETERMINING THE LESS THAN 140 DEGREES FAHRENHEIT AS DETERMINED BY A PENSKY-MARTENS IGNITABLE HAZARDOUS WASTES ARE THOSE WASTES WHICH HAVE A FLASHPOINT OFWaste name: D001Waste code:


Large Quantity GeneratorClassification: ALASKA PULP CORP.Site name: ALASKA PULP CORP LUMBER DIVFacility name: 02/27/1992Date form received by agency:

Historical Generators:

Commercial status unknownOff-site waste receiver: NoUsed oil transporter: NoUsed oil transfer facility: YesUsed oil Specification marketer: YesUsed oil fuel marketer to burner: NoUser oil refiner: NoUsed oil processor: YesUsed oil fuel burner: UnknownFurnace exemption: UnknownOn-site burner exemption: NoUnderground injection activity: NoTreater, storer or disposer of HW: YesTransporter of hazardous waste: NoRecycler of hazardous waste: UnknownMixed waste (haz. and radioactive): UnknownU.S. importer of hazardous waste:


ALASKA PULP CORP LUMBER DIV (Continued) 1000585975

TC2356108.1s Page 18

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StateEvaluation lead agency: Not reportedDate achieved compliance: Not reportedArea of violation: COMPLIANCE EVALUATION INSPECTION ON-SITEEvaluation: 04/03/1991Evaluation date:

StateEvaluation lead agency: 01/31/1994Date achieved compliance: Generators - GeneralArea of violation: COMPLIANCE EVALUATION INSPECTION ON-SITEEvaluation: 07/08/1993Evaluation date:

Evaluation Action Summary:

Not reported Paid penalty amount: Not reported Final penalty amount: Not reported Proposed penalty amount: State Enforcement lead agency: Not reported Enf. disp. status date: Not reported Enf. disposition status: 12/27/1993 Enforcement action date: WRITTEN INFORMAL Enforcement action: StateViolation lead agency: 01/31/1994Date achieved compliance: 07/07/1993Date violation determined: Generators - GeneralArea of violation: Not reportedRegulation violated:

Not reported Paid penalty amount: Not reported Final penalty amount:

ALASKA PULP CORP LUMBER DIV (Continued) 1000585975

Site Added to DatabaseAction: 03/26/1999Action Date:

Reese, EvonneDEC Staff: Update or Other ActionAction: 06/13/2006Action Date:



Actions:

-132.385936Longitude: 56.471498Latitude: Ronald P. FennimoreLand Owner: ActiveFacility Status: Bruce Wanstall - 9074655210Staff: 1529.26.006File Number:

SHWS:

859 ft.0.163 mi.

Relative:Equal

Actual:0 ft.

1/8-1/4 WRANGELL, AK 99929West 21 FRONT ST. N/A13 SHWSFENNIMORE SERVICE CENTER S109255378

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marine life. Site now medium.Request for information concerning site conditions. Changed to non-potable gw and no evidence of stress or death to longitude.Checked over file. Reranked site due to knowledge of site property. Results are recorded as N 56.42810 latitude and W -132.35597 photographing contaminated soil stockpile site from edge of Zimovia Hwy levels.RECKEY has automatically been generated.Recorded GPS while observing and Site review shows closure warranted once soil stockpiles meet cleanupAction Description:

Jaynes, MikeDEC Staff: Update or Other ActionAction: 03/19/2002Action Date:

Pring-Ham, CynthiaDEC Staff: Update or Other ActionAction: 08/21/2002Action Date:




Wanstall, BruceDEC Staff: Streamlined Cleanup ProgramAction: 07/08/2004Action Date:

Not Assigned, *DEC Staff: Exposure Tracking Model RankingAction: 12/04/2006Action Date:

Wanstall, BruceDEC Staff: Site VisitAction: 07/22/2004Action Date:

Jaynes, MikeDEC Staff: Update or Other ActionAction: 03/19/2002Action Date:

Not Assigned, *DEC Staff: Leaking Underground Storage Tank Cleanup InitiatedAction: 03/26/1999Action Date:

Not Assigned, *DEC Staff: Cleanup Level(s) ApprovedAction: 06/14/1999Action Date:

Pring-Ham, CynthiaDEC Staff: Update or Other ActionAction: 10/02/2001Action Date:

Not Assigned, *DEC Staff:

FENNIMORE SERVICE CENTER (Continued) S109255378

TC2356108.1s Page 20

D-27



Not reportedContaminant CDR: Not reportedContaminant CDD: Not reportedComments: ft high tides. Farnell was last staff assigned. may be able to confirm no groundwater or tidal influence during periods of 17 bedrock and no groundwater encountered in excavation. Monitoring well on-site 3/26/99. Consultant exploring application of different cleanup levels based on GRO and BTEX contamination remaining in excavation following UST closure onProblem: Not reportedLegal Description: disposal). will still require remediation to attain a Table 2 cleanup level (offsite action will be needed to be taken at the site.However, the 150 cuyd stockpile granted (no groundwater to contaminate) on 6/14/99 via letter, and no further excavation, a waiver from the migration to groundwater cleanup level was is still in draft status.for several days, and bedrock at the bottom of the further complaints have been recieved by the DEC. Soil stockpile sampling plan removed and stockpiled on site.reportedly resolved by property owner. No burning in fall 2001 was150 cubic yards of soil contaminated with petroleum Kadin Corp property. The complaint about hazardous waste disposal and noxious location south on Zimovia Highway with public complaint from neighbor to the rankingCross referenced the Fennimore Service Center USTs and soil stockpile no groundwater in the excavationconducted file review and started ETM ft high tide in Wrangell). Based on this, on the observations by consultant of in the monitoring well located on-site at midnight June 11, 1999 (time of 16.0 interest notificationAvi Fennimore reported that they observed no groundwater site status evaluation for data request letter with cleanup process and State Cleanup Program.Changed Project Manager from Paul Horwath to Mike JaynesADEC Baseline RankingSite conditions match criteria for acceptance into Streamlined with a deadline to respond.Project manager change file review for status.ETM: Fennimore SCUpdate request letter was mailed certified to the owner/operator G:SPAR/CSites/SE Field OPS/SE Sites/ Fennimore Service Center/ ReQuest remediation plan for contaminated soil stockpile sent to RP. Copied to Jnu

FENNIMORE SERVICE CENTER (Continued) S109255378

YesRegulated Tank: 6/14/1988Installed Date: DieselTank Product: 3000Tack Capacity: Currently In UseTank Status: 2Tank ID:

Wrangell, AK 99929Owner City,St,Zip: PO Box 1081Owner Address: Wrangell General HospitalOwner Name: 1256Owner ID: Local GovernmentFacility Type: 600Facility ID:

UST:

876 ft.0.166 mi.

Relative:Higher

Actual:14 ft.

1/8-1/4 WRANGELL, AK 99929NE 310 BENNETT ST N/A14 USTWRANGELL MEDICAL CENTER U003952175

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D-28



permit, compliance, and enforcement status of NPDES facilities.Elimination System (NPDES) permit holding facilities. PCS tracks theinformation system that contains data on National Pollutant DischargePCS (Permit Compliance System) is a computerized management

Not reported


881 ft. Site 1 of 4 in cluster D0.167 mi.

Relative:Higher

Actual:2 ft.

1/8-1/4 WRANGELL, AK 99929SSE 641 SHAKES STREET 110010112902D15 FINDSWRANGELL SEAFOODS INC 1006229125

NoRegulated Tank: Not reportedInstalled Date: GasolineTank Product: 500Tack Capacity: Permanently Out of UseTank Status: 1Tank ID:

Wrangell, AK 99929Owner City,St,Zip: P.O. Box 908Owner Address: Wrangell FisheriesOwner Name: 1687Owner ID: ResidentialFacility Type: 2520Facility ID:

UST:


Relative:Higher

Actual:2 ft.

1/8-1/4 WRANGELL, AK 99929SSE 641 SHAKES ST N/AD16 USTWRANGELL FISHERIES U003951965

Leaking Underground Storage Tank Cleanup InitiatedAction: 03/18/1992Action Date:

Not Assigned, *DEC Staff: Site Closure ApprovedAction: 03/18/1992Action Date:

Actions:

-132.380785Longitude: 56.466858Latitude: Wrangell FisheriesLand Owner: Cleanup CompleteFacility Status: No Longer Assigned - 9074655390Staff: 1529.26.005File Number:

SHWS:


Relative:Higher

Actual:2 ft.

1/8-1/4 WRANGELL, AK 99929SSE 641 SHAKES STREET N/AD17 SHWSWRANGELL FISHERIES, INC. S109256705

TC2356108.1s Page 22

D-29



Not reportedContaminant CDR: Not reportedContaminant CDD: Not reportedComments: assigned. in file. SA and NFA in file. SA 3/18/92, FacID (2520) Farnell was last staff 3,200 ppm TPH remaining in place at depth of 4 ft and 2 inches. No scoresheetProblem: Not reportedLegal Description: Not reportedAction Description:

Not Assigned, *DEC Staff: Site Added to DatabaseAction: 03/18/1992Action Date:

Not Assigned, *DEC Staff:

WRANGELL FISHERIES, INC. (Continued) S109256705

assigned.in file. SA and NFA in file. SA 3/18/92, FacID (2520) Farnell was last staff3,200 ppm TPH remaining in place at depth of 4 ft and 2 inches. No scoresheetComment:56.466858000000002 -132.380785Lat/Lon:1529.26.005File ID:3/18/1992Release Date:Wrangell FisheriesOwner:1992130007801Record Key:Cleanup CompleteFacility Status:

LUST:


Relative:Higher

Actual:2 ft.

1/8-1/4 WRANGELL, AK 99929SSE 641 SHAKES STREET N/AD18 LUSTWRANGELL FISHERIES, INC. S104795206

sciences.United States and other nations and the institute of educationentity for collecting and analyzing data related to education in theNCES (National Center for Education Statistics) is the primary federal


1043 ft.0.198 mi.

Relative:Higher

Actual:26 ft.

1/8-1/4 WRANGELL, AK 99929NE 350 BENNETT STREET 11003646924719 FINDSEVERGREEN ELEMENTARY 1011284014

TC2356108.1s Page 23

D-30



Not reportedContaminant CDR: Not reportedContaminant CDD: Not reportedComments: assigned. DRPH at levels of 37-45ppm. Closure is requested. Farnell was last staff the site within the existing excavation. Recent sampling on 8/18/93 revealed 170-1200ppm of DRPH. On March 27, 1992, a new 5,000gal UST was installed in soil on-site within HDPE liner. 6 samples taken from both stockpiles revealed CAP recd 11/4/93. Further cleanup included stockpile of additional 20-25cyProblem: Not reportedLegal Description: property on-site. New UST was installed. : LCAU date changed DB conversion of 20-25cy soil with residual contamination. This soil was spread along UST installed within existing excavation.LCAU; Overexcavation and stockpiling Date changed DB conversionCAPR; Sampling, additional excavation, new 5000gal CLOS; CAP indicates that excavated soils have attained cleanup levels.:CLOSAction Description:

Not Assigned, *DEC Staff: Leaking Underground Storage Tank Corrective ActionAction: 11/04/1993Action Date:

Not Assigned, *DEC Staff: Leaking Underground Storage Tank Cleanup InitiatedAction: 12/12/1993Action Date:

Not Assigned, *DEC Staff: Site Closure ApprovedAction: 12/13/1993Action Date:

Not Assigned, *DEC Staff: Site Added to DatabaseAction: 12/11/1993Action Date:

Actions:

-132.376587Longitude: 56.470825Latitude: Wrangell Post OfficeLand Owner: Cleanup CompleteFacility Status: No Longer Assigned - 9074655390Staff: 1529.26.003File Number:

SHWS:

1142 ft. Site 1 of 2 in cluster E0.216 mi.

Relative:Equal

Actual:0 ft.

1/8-1/4 WRANGELL, AK 99929West 112 FEDERAL WAY; N/AE20 SHWSWRANGELL POST OFFICE S109256463

56.470824999999998 -132.376587Lat/Lon:1529.26.003File ID:12/11/1993Release Date:Wrangell Post OfficeOwner:1993130034501Record Key:Cleanup CompleteFacility Status:

LUST:

1142 ft. Site 2 of 2 in cluster E0.216 mi.

Relative:Equal

Actual:0 ft.

1/8-1/4 WRANGELL, AK 99929West 112 FEDERAL WAY; N/AE21 LUSTWRANGELL POST OFFICE S104795207

TC2356108.1s Page 24

D-31



levels of 37-45ppm. Closure is requested. Farnell was last staff assigned.site within theexisting excavation. Recent sampling on 8/18/93 revealed DRPH at170-1200ppm of DRPH. On March 27, 1992, a new 5,000gal UST was installed in thesoil on-site within HDPE liner. 6 samples taken from both stockpiles revealedCAP rec’d 11/4/93. Further cleanup included stockpile of additional 20-25cyComment:

WRANGELL POST OFFICE (Continued) S104795207

TC2356108.1s Page 25

D-32

ORPHAN SUMMARY

City EDR ID Site Name Site Address Zip Database(s)

WRANGELL 1004670136 WRANGELL INSTITUTE MI 5 ZIMOVIA HWY 99929 FINDS, RCRA-NonGenWRANGELL U004116445 ADOTPF - WRANGELL AIRPORT RD AIRPORT MAINTENANCE 99929 USTWRANGELL S109254817 WRANGELL CITY SHOP 1119 CASE AVENUE 99929 SHWSWRANGELL S104245990 CASE AVENUE, WRANGELL CASE AVENUE, WRANGELL 99929 SPILLSWRANGELL S103580287 CASE AVE, WRANGELL CASE AVE, WRANGELL 99929 SPILLSWRANGELL 1006725883 WRANGELL MUNICIPAL WRANGELL POWER 1043 CASE AVENUE 99929 FINDSWRANGELL 1004433980 WRANGELL CITY SD CHURCH ST 2 BLKS E OF FRONT ST 99929 FINDS, FTTS, HIST FTTSWRANGELL U003952159 WRANGELL AIRPORT FBO AIRTAXI, EVERGREEN AVE 99929 USTWRANGELL U004116151 AMHS - WRANGELL FERRY TERMINAL FERRY TERMINAL SPUR RD 99929 USTWRANGELL U003140962 FENNIMORE SERVICE CENTER 21 FRONT ST PO BOX 957 99929 LUST, UST, VCPWRANGELL 1004433912 ONE STOP CLOTHES CARE 110 LYNCH ST 99929 FINDS, RCRA-CESQGWRANGELL 1004670234 WRANGELL CY OF LANDFILL .5 MI EVERGREEN AVE 99929 FINDS, RCRA-CESQGWRANGELL S105542734 11 1/2 MILE ZIMOVIA HIGHWAY, WRANG 11 1/2 MILE ZIMOVIA HIGHWAY, W 99929 SPILLSWRANGELL S104894403 WRANGELL JUNKYARD MILE 4 ZIMOVIA HIGHWAY 99929 SHWS, BROWNFIELDSWRANGELL 1011580061 WRANGELL INSTITUTE MILE 3.2 ZIMOVIA HIGHWAY 99929 ICISWRANGELL 1005640215 WRANGELL INSTITUTE MILE 3.2 ZIMOVIA HIGHWAY 99929 FINDSWRANGELL U003765262 SEWER TREATMENT PLANT 1.7 MILE ZIMOVIA HWY 99929 USTWRANGELL 1004433528 WRANGELL WWTP-301(H) FACILITY 1.7 MILES SOUTH ZIMOVIA HWY 99929 FINDSWRANGELL S104894402 AT&T ALASCOM WRANGELL RELAY EAST OF MISSION STREET 99929 SHWS, VCPWRANGELL S108187054 DELTA WESTERN WRANGELL BULK FUEL F 1417 PENINSULA ST. 99929 NPDESWRANGELL S105004506 WRANGELL OIL BULK FUEL FACILITY 1427 PENINSULA STREET 99929 SHWSWRANGELL S104894405 DELTA WESTERN WRANGELL 1417 PENINSULA STREET 99929 SHWSWRANGELL 1009598836 WRANGELL OIL 1427 PENINSULA ST 99929 FINDSWRANGELL 1004670162 DELTA WESTERN WRANGELL 1417 PENINSULA STREET 99929 RCRA-CESQGWRANGELL 1008281367 WRANGELL HIGH SCHOOL REID STREET 99929 FINDSWRANGELL 1010026422 S: WRANGELL FACILITY 663 SHAKES STREET 99929 FINDSWRANGELL S108185005 GREEN VALLEY SUBDIVISION SEWER OUT ZIMOVIA HIGHWAY 99929 NPDESWRANGELL U003998710 ALPINE MINI-MART 930 ZIMOVIA HWY PO BOX 171 99929 UST

TC2356108.1s Page 26

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To maintain currency of the following federal and state databases, EDR contacts the appropriate governmental agencyon a monthly or quarterly basis, as required.

Number of Days to Update: Provides confirmation that EDR is reporting records that have been updated within 90 daysfrom the date the government agency made the information available to the public.

FEDERAL RECORDS

NPL: National Priority ListNational Priorities List (Superfund). The NPL is a subset of CERCLIS and identifies over 1,200 sites for prioritycleanup under the Superfund Program. NPL sites may encompass relatively large areas. As such, EDR provides polygoncoverage for over 1,000 NPL site boundaries produced by EPA’s Environmental Photographic Interpretation Center(EPIC) and regional EPA offices.

Date of Government Version: 08/13/2008Date Data Arrived at EDR: 08/27/2008Date Made Active in Reports: 09/23/2008Number of Days to Update: 27

Source: EPATelephone: N/ALast EDR Contact: 09/29/2008Next Scheduled EDR Contact: 01/26/2009Data Release Frequency: Quarterly

NPL Site Boundaries

Sources:

EPA’s Environmental Photographic Interpretation Center (EPIC)Telephone: 202-564-7333

EPA Region 1 EPA Region 6Telephone 617-918-1143 Telephone: 214-655-6659




EPA Region 10Telephone 206-553-8665

Proposed NPL: Proposed National Priority List SitesA site that has been proposed for listing on the National Priorities List through the issuance of a proposed rulein the Federal Register. EPA then accepts public comments on the site, responds to the comments, and places onthe NPL those sites that continue to meet the requirements for listing.



DELISTED NPL: National Priority List DeletionsThe National Oil and Hazardous Substances Pollution Contingency Plan (NCP) establishes the criteria that theEPA uses to delete sites from the NPL. In accordance with 40 CFR 300.425.(e), sites may be deleted from theNPL where no further response is appropriate.



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GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING

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NPL LIENS: Federal Superfund LiensFederal Superfund Liens. Under the authority granted the USEPA by CERCLA of 1980, the USEPA has the authorityto file liens against real property in order to recover remedial action expenditures or when the property ownerreceived notification of potential liability. USEPA compiles a listing of filed notices of Superfund Liens.


Source: EPATelephone: 202-564-4267Last EDR Contact: 08/18/2008Next Scheduled EDR Contact: 11/17/2008Data Release Frequency: No Update Planned

CERCLIS: Comprehensive Environmental Response, Compensation, and Liability Information SystemCERCLIS contains data on potentially hazardous waste sites that have been reported to the USEPA by states, municipalities,private companies and private persons, pursuant to Section 103 of the Comprehensive Environmental Response, Compensation,and Liability Act (CERCLA). CERCLIS contains sites which are either proposed to or on the National PrioritiesList (NPL) and sites which are in the screening and assessment phase for possible inclusion on the NPL.


Source: EPATelephone: 703-412-9810Last EDR Contact: 10/16/2008Next Scheduled EDR Contact: 01/12/2009Data Release Frequency: Quarterly

CERCLIS-NFRAP: CERCLIS No Further Remedial Action PlannedArchived sites are sites that have been removed and archived from the inventory of CERCLIS sites. Archived statusindicates that, to the best of EPA’s knowledge, assessment at a site has been completed and that EPA has determinedno further steps will be taken to list this site on the National Priorities List (NPL), unless information indicatesthis decision was not appropriate or other considerations require a recommendation for listing at a later time.This decision does not necessarily mean that there is no hazard associated with a given site; it only means that,based upon available information, the location is not judged to be a potential NPL site.



LIENS 2: CERCLA Lien InformationA Federal CERCLA (’Superfund’) lien can exist by operation of law at any site or property at which EPA has spentSuperfund monies. These monies are spent to investigate and address releases and threatened releases of contamination.CERCLIS provides information as to the identity of these sites and properties.


Source: Environmental Protection AgencyTelephone: 202-564-6023Last EDR Contact: 08/18/2008Next Scheduled EDR Contact: 11/17/2008Data Release Frequency: Varies

CORRACTS: Corrective Action ReportCORRACTS identifies hazardous waste handlers with RCRA corrective action activity.



RCRA-TSDF: RCRA - Transporters, Storage and DisposalRCRAInfo is EPA’s comprehensive information system, providing access to data supporting the Resource Conservationand Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. The databaseincludes selective information on sites which generate, transport, store, treat and/or dispose of hazardous wasteas defined by the Resource Conservation and Recovery Act (RCRA). Transporters are individuals or entities thatmove hazardous waste from the generator offsite to a facility that can recycle, treat, store, or dispose of thewaste. TSDFs treat, store, or dispose of the waste.



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Source: Environmental Protection AgencyTelephone: (206) 553-1200Last EDR Contact: 09/23/2008Next Scheduled EDR Contact: 11/17/2008Data Release Frequency: Quarterly

RCRA-LQG: RCRA - Large Quantity GeneratorsRCRAInfo is EPA’s comprehensive information system, providing access to data supporting the Resource Conservationand Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. The databaseincludes selective information on sites which generate, transport, store, treat and/or dispose of hazardous wasteas defined by the Resource Conservation and Recovery Act (RCRA). Large quantity generators (LQGs) generateover 1,000 kilograms (kg) of hazardous waste, or over 1 kg of acutely hazardous waste per month.



RCRA-SQG: RCRA - Small Quantity GeneratorsRCRAInfo is EPA’s comprehensive information system, providing access to data supporting the Resource Conservationand Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. The databaseincludes selective information on sites which generate, transport, store, treat and/or dispose of hazardous wasteas defined by the Resource Conservation and Recovery Act (RCRA). Small quantity generators (SQGs) generatebetween 100 kg and 1,000 kg of hazardous waste per month.



RCRA-CESQG: RCRA - Conditionally Exempt Small Quantity GeneratorsRCRAInfo is EPA’s comprehensive information system, providing access to data supporting the Resource Conservationand Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. The databaseincludes selective information on sites which generate, transport, store, treat and/or dispose of hazardous wasteas defined by the Resource Conservation and Recovery Act (RCRA). Conditionally exempt small quantity generators(CESQGs) generate less than 100 kg of hazardous waste, or less than 1 kg of acutely hazardous waste per month.


Source: Environmental Protection AgencyTelephone: (206) 553-1200Last EDR Contact: 09/23/2008Next Scheduled EDR Contact: 11/17/2008Data Release Frequency: Varies

RCRA-NonGen: RCRA - Non GeneratorsRCRAInfo is EPA’s comprehensive information system, providing access to data supporting the Resource Conservationand Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. The databaseincludes selective information on sites which generate, transport, store, treat and/or dispose of hazardous wasteas defined by the Resource Conservation and Recovery Act (RCRA). Non-Generators do not presently generate hazardouswaste.


Source: Environmental Protection AgencyTelephone: (206) 553-1200Last EDR Contact: 09/23/2008Next Scheduled EDR Contact: 11/17/2008Data Release Frequency: Varies



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US ENG CONTROLS: Engineering Controls Sites ListA listing of sites with engineering controls in place. Engineering controls include various forms of caps, buildingfoundations, liners, and treatment methods to create pathway elimination for regulated substances to enter environmentalmedia or effect human health.



US INST CONTROL: Sites with Institutional ControlsA listing of sites with institutional controls in place. Institutional controls include administrative measures,such as groundwater use restrictions, construction restrictions, property use restrictions, and post remediationcare requirements intended to prevent exposure to contaminants remaining on site. Deed restrictions are generallyrequired as part of the institutional controls.



ERNS: Emergency Response Notification SystemEmergency Response Notification System. ERNS records and stores information on reported releases of oil and hazardoussubstances.


Source: National Response Center, United States Coast GuardTelephone: 202-267-2180Last EDR Contact: 10/21/2008Next Scheduled EDR Contact: 01/19/2009Data Release Frequency: Annually

HMIRS: Hazardous Materials Information Reporting SystemHazardous Materials Incident Report System. HMIRS contains hazardous material spill incidents reported to DOT.


Source: U.S. Department of TransportationTelephone: 202-366-4555Last EDR Contact: 10/16/2008Next Scheduled EDR Contact: 01/12/2009Data Release Frequency: Annually

DOT OPS: Incident and Accident DataDepartment of Transporation, Office of Pipeline Safety Incident and Accident data.


Source: Department of Transporation, Office of Pipeline SafetyTelephone: 202-366-4595Last EDR Contact: 08/29/2008Next Scheduled EDR Contact: 11/24/2008Data Release Frequency: Varies

CDL: Clandestine Drug LabsA listing of clandestine drug lab locations. The U.S. Department of Justice ("the Department") provides thisweb site as a public service. It contains addresses of some locations where law enforcement agencies reportedthey found chemicals or other items that indicated the presence of either clandestine drug laboratories or dumpsites.In most cases, the source of the entries is not the Department, and the Department has not verified the entryand does not guarantee its accuracy. Members of the public must verify the accuracy of all entries by, for example,contacting local law enforcement and local health departments.



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Source: Drug Enforcement AdministrationTelephone: 202-307-1000Last EDR Contact: 10/31/2008Next Scheduled EDR Contact: 12/22/2008Data Release Frequency: Quarterly

US BROWNFIELDS: A Listing of Brownfields SitesIncluded in the listing are brownfields properties addresses by Cooperative Agreement Recipients and brownfieldsproperties addressed by Targeted Brownfields Assessments. Targeted Brownfields Assessments-EPA’s Targeted BrownfieldsAssessments (TBA) program is designed to help states, tribes, and municipalities--especially those without EPABrownfields Assessment Demonstration Pilots--minimize the uncertainties of contamination often associated withbrownfields. Under the TBA program, EPA provides funding and/or technical assistance for environmental assessmentsat brownfields sites throughout the country. Targeted Brownfields Assessments supplement and work with other effortsunder EPA’s Brownfields Initiative to promote cleanup and redevelopment of brownfields. Cooperative AgreementRecipients-States, political subdivisions, territories, and Indian tribes become Brownfields Cleanup RevolvingLoan Fund (BCRLF) cooperative agreement recipients when they enter into BCRLF cooperative agreements with theU.S. EPA. EPA selects BCRLF cooperative agreement recipients based on a proposal and application process. BCRLFcooperative agreement recipients must use EPA funds provided through BCRLF cooperative agreement for specifiedbrownfields-related cleanup activities.


Source: Environmental Protection AgencyTelephone: 202-566-2777Last EDR Contact: 10/16/2008Next Scheduled EDR Contact: 01/12/2009Data Release Frequency: Semi-Annually

DOD: Department of Defense SitesThis data set consists of federally owned or administered lands, administered by the Department of Defense, thathave any area equal to or greater than 640 acres of the United States, Puerto Rico, and the U.S. Virgin Islands.


Source: USGSTelephone: 703-692-8801Last EDR Contact: 08/08/2008Next Scheduled EDR Contact: 11/03/2008Data Release Frequency: Semi-Annually

FUDS: Formerly Used Defense SitesThe listing includes locations of Formerly Used Defense Sites properties where the US Army Corps of Engineersis actively working or will take necessary cleanup actions.


Source: U.S. Army Corps of EngineersTelephone: 202-528-4285Last EDR Contact: 09/05/2008Next Scheduled EDR Contact: 12/29/2008Data Release Frequency: Varies

LUCIS: Land Use Control Information SystemLUCIS contains records of land use control information pertaining to the former Navy Base Realignment and Closureproperties.


Source: Department of the NavyTelephone: 843-820-7326Last EDR Contact: 09/09/2008Next Scheduled EDR Contact: 12/08/2008Data Release Frequency: Varies

CONSENT: Superfund (CERCLA) Consent DecreesMajor legal settlements that establish responsibility and standards for cleanup at NPL (Superfund) sites. Releasedperiodically by United States District Courts after settlement by parties to litigation matters.



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Source: Department of Justice, Consent Decree LibraryTelephone: VariesLast EDR Contact: 10/20/2008Next Scheduled EDR Contact: 01/19/2009Data Release Frequency: Varies

ROD: Records Of DecisionRecord of Decision. ROD documents mandate a permanent remedy at an NPL (Superfund) site containing technicaland health information to aid in the cleanup.


Source: EPATelephone: 703-416-0223Last EDR Contact: 09/29/2008Next Scheduled EDR Contact: 12/29/2008Data Release Frequency: Annually

UMTRA: Uranium Mill Tailings SitesUranium ore was mined by private companies for federal government use in national defense programs. When the millsshut down, large piles of the sand-like material (mill tailings) remain after uranium has been extracted fromthe ore. Levels of human exposure to radioactive materials from the piles are low; however, in some cases tailingswere used as construction materials before the potential health hazards of the tailings were recognized.


Source: Department of EnergyTelephone: 505-845-0011Last EDR Contact: 09/15/2008Next Scheduled EDR Contact: 12/15/2008Data Release Frequency: Varies

ODI: Open Dump InventoryAn open dump is defined as a disposal facility that does not comply with one or more of the Part 257 or Part 258Subtitle D Criteria.


Source: Environmental Protection AgencyTelephone: 800-424-9346Last EDR Contact: 06/09/2004Next Scheduled EDR Contact: N/AData Release Frequency: No Update Planned

DEBRIS REGION 9: Torres Martinez Reservation Illegal Dump Site LocationsA listing of illegal dump sites location on the Torres Martinez Indian Reservation located in eastern RiversideCounty and northern Imperial County, California.


Source: EPA, Region 9Telephone: 415-972-3336Last EDR Contact: 09/22/2008Next Scheduled EDR Contact: 12/22/2008Data Release Frequency: Varies

MINES: Mines Master Index FileContains all mine identification numbers issued for mines active or opened since 1971. The data also includesviolation information.


Source: Department of Labor, Mine Safety and Health AdministrationTelephone: 303-231-5959Last EDR Contact: 09/23/2008Next Scheduled EDR Contact: 12/22/2008Data Release Frequency: Semi-Annually

TRIS: Toxic Chemical Release Inventory SystemToxic Release Inventory System. TRIS identifies facilities which release toxic chemicals to the air, water andland in reportable quantities under SARA Title III Section 313.



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TSCA: Toxic Substances Control ActToxic Substances Control Act. TSCA identifies manufacturers and importers of chemical substances included on theTSCA Chemical Substance Inventory list. It includes data on the production volume of these substances by plantsite.


Source: EPATelephone: 202-260-5521Last EDR Contact: 10/14/2008Next Scheduled EDR Contact: 01/12/2009Data Release Frequency: Every 4 Years

FTTS: FIFRA/ TSCA Tracking System - FIFRA (Federal Insecticide, Fungicide, & Rodenticide Act)/TSCA (Toxic Substances Control Act)FTTS tracks administrative cases and pesticide enforcement actions and compliance activities related to FIFRA,TSCA and EPCRA (Emergency Planning and Community Right-to-Know Act). To maintain currency, EDR contacts theAgency on a quarterly basis.


Source: EPA/Office of Prevention, Pesticides and Toxic SubstancesTelephone: 202-566-1667Last EDR Contact: 09/15/2008Next Scheduled EDR Contact: 12/15/2008Data Release Frequency: Quarterly

FTTS INSP: FIFRA/ TSCA Tracking System - FIFRA (Federal Insecticide, Fungicide, & Rodenticide Act)/TSCA (Toxic Substances Control Act)A listing of FIFRA/TSCA Tracking System (FTTS) inspections and enforcements.



HIST FTTS: FIFRA/TSCA Tracking System Administrative Case ListingA complete administrative case listing from the FIFRA/TSCA Tracking System (FTTS) for all ten EPA regions. Theinformation was obtained from the National Compliance Database (NCDB). NCDB supports the implementation of FIFRA(Federal Insecticide, Fungicide, and Rodenticide Act) and TSCA (Toxic Substances Control Act). Some EPA regionsare now closing out records. Because of that, and the fact that some EPA regions are not providing EPA Headquarterswith updated records, it was decided to create a HIST FTTS database. It included records that may not be includedin the newer FTTS database updates. This database is no longer updated.


Source: Environmental Protection AgencyTelephone: 202-564-2501Last EDR Contact: 12/17/2007Next Scheduled EDR Contact: 03/17/2008Data Release Frequency: No Update Planned

HIST FTTS INSP: FIFRA/TSCA Tracking System Inspection & Enforcement Case ListingA complete inspection and enforcement case listing from the FIFRA/TSCA Tracking System (FTTS) for all ten EPAregions. The information was obtained from the National Compliance Database (NCDB). NCDB supports the implementationof FIFRA (Federal Insecticide, Fungicide, and Rodenticide Act) and TSCA (Toxic Substances Control Act). SomeEPA regions are now closing out records. Because of that, and the fact that some EPA regions are not providingEPA Headquarters with updated records, it was decided to create a HIST FTTS database. It included records thatmay not be included in the newer FTTS database updates. This database is no longer updated.



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Source: Environmental Protection AgencyTelephone: 202-564-2501Last EDR Contact: 12/17/2008Next Scheduled EDR Contact: 03/17/2008Data Release Frequency: No Update Planned

SSTS: Section 7 Tracking SystemsSection 7 of the Federal Insecticide, Fungicide and Rodenticide Act, as amended (92 Stat. 829) requires allregistered pesticide-producing establishments to submit a report to the Environmental Protection Agency by March1st each year. Each establishment must report the types and amounts of pesticides, active ingredients and devicesbeing produced, and those having been produced and sold or distributed in the past year.



ICIS: Integrated Compliance Information SystemThe Integrated Compliance Information System (ICIS) supports the information needs of the national enforcementand compliance program as well as the unique needs of the National Pollutant Discharge Elimination System (NPDES)program.


Source: Environmental Protection AgencyTelephone: 202-564-5088Last EDR Contact: 10/14/2008Next Scheduled EDR Contact: 01/12/2009Data Release Frequency: Quarterly

PADS: PCB Activity Database SystemPCB Activity Database. PADS Identifies generators, transporters, commercial storers and/or brokers and disposersof PCB’s who are required to notify the EPA of such activities.



MLTS: Material Licensing Tracking SystemMLTS is maintained by the Nuclear Regulatory Commission and contains a list of approximately 8,100 sites whichpossess or use radioactive materials and which are subject to NRC licensing requirements. To maintain currency,EDR contacts the Agency on a quarterly basis.


Source: Nuclear Regulatory CommissionTelephone: 301-415-7169Last EDR Contact: 09/29/2008Next Scheduled EDR Contact: 12/29/2008Data Release Frequency: Quarterly

RADINFO: Radiation Information DatabaseThe Radiation Information Database (RADINFO) contains information about facilities that are regulated by U.S.Environmental Protection Agency (EPA) regulations for radiation and radioactivity.





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FINDS: Facility Index System/Facility Registry SystemFacility Index System. FINDS contains both facility information and ’pointers’ to other sources that contain moredetail. EDR includes the following FINDS databases in this report: PCS (Permit Compliance System), AIRS (AerometricInformation Retrieval System), DOCKET (Enforcement Docket used to manage and track information on civil judicialenforcement cases for all environmental statutes), FURS (Federal Underground Injection Control), C-DOCKET (CriminalDocket System used to track criminal enforcement actions for all environmental statutes), FFIS (Federal FacilitiesInformation System), STATE (State Environmental Laws and Statutes), and PADS (PCB Activity Data System).


Source: EPATelephone: (206) 553-1200Last EDR Contact: 09/29/2008Next Scheduled EDR Contact: 12/29/2008Data Release Frequency: Quarterly

RAATS: RCRA Administrative Action Tracking SystemRCRA Administration Action Tracking System. RAATS contains records based on enforcement actions issued under RCRApertaining to major violators and includes administrative and civil actions brought by the EPA. For administrationactions after September 30, 1995, data entry in the RAATS database was discontinued. EPA will retain a copy ofthe database for historical records. It was necessary to terminate RAATS because a decrease in agency resourcesmade it impossible to continue to update the information contained in the database.


Source: EPATelephone: 202-564-4104Last EDR Contact: 06/02/2008Next Scheduled EDR Contact: 09/01/2008Data Release Frequency: No Update Planned

BRS: Biennial Reporting SystemThe Biennial Reporting System is a national system administered by the EPA that collects data on the generationand management of hazardous waste. BRS captures detailed data from two groups: Large Quantity Generators (LQG)and Treatment, Storage, and Disposal Facilities.


Source: EPA/NTISTelephone: 800-424-9346Last EDR Contact: 09/12/2008Next Scheduled EDR Contact: 12/08/2008Data Release Frequency: Biennially

SCRD DRYCLEANERS: State Coalition for Remediation of Drycleaners ListingThe State Coalition for Remediation of Drycleaners was established in 1998, with support from the U.S. EPA Officeof Superfund Remediation and Technology Innovation. It is comprised of representatives of states with establisheddrycleaner remediation programs. Currently the member states are Alabama, Connecticut, Florida, Illinois, Kansas,Minnesota, Missouri, North Carolina, Oregon, South Carolina, Tennessee, Texas, and Wisconsin.




SHWS: Contaminated Sites DatabaseState Hazardous Waste Sites. State hazardous waste site records are the states’ equivalent to CERCLIS. These sitesmay or may not already be listed on the federal CERCLIS list. Priority sites planned for cleanup using state funds(state equivalent of Superfund) are identified along with sites where cleanup will be paid for by potentiallyresponsible parties. Available information varies by state.


Source: Department of Environmental ConservationTelephone: 907-451-2143Last EDR Contact: 09/29/2008Next Scheduled EDR Contact: 12/08/2008Data Release Frequency: Semi-Annually



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SWF/LF: Solid Waste FacilitiesSolid Waste Facilities/Landfill Sites. SWF/LF type records typically contain an inventory of solid waste disposalfacilities or landfills in a particular state. Depending on the state, these may be active or inactive facilitiesor open dumps that failed to meet RCRA Subtitle D Section 4004 criteria for solid waste landfills or disposalsites.



LUST: Leaking Underground Storage Tank DatabaseLeaking Underground Storage Tank Incident Reports. LUST records contain an inventory of reported leaking undergroundstorage tank incidents. Not all states maintain these records, and the information stored varies by state.



UST: Underground Storage Tank DatabaseRegistered Underground Storage Tanks. UST’s are regulated under Subtitle I of the Resource Conservation and RecoveryAct (RCRA) and must be registered with the state department responsible for administering the UST program. Availableinformation varies by state program.



AST: Regulated Aboveground Storage TanksThe list covers "regulated" facilities with storage capacities above 10,000 barrels (or 5,000 barrels of crude).


Source: Department of Environmental ConservationTelephone: 907-465-5231Last EDR Contact: 10/06/2008Next Scheduled EDR Contact: 12/22/2008Data Release Frequency: Varies

SPILLS: Spills DatabaseOil and hazardous substance releases to be reported to the Department of Environmental Conservation.



ENG CONTROLS: Engineering Controls Site ListingA listing of sites with engineering controls in place included in the Contaminated Sites.


Source: Department of Environmental ConservationTelephone: 907-451-2143Last EDR Contact: 09/29/2008Next Scheduled EDR Contact: 12/08/2008Data Release Frequency: Quarterly

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Inst Control: Contaminated Sites with Institutional ControlsContaminated sites that have institutional controls.



VCP: Voluntary Cleanup Program sitesSites involved in the Voluntary Cleanup Program.



DRYCLEANERS: Drycleaner Facility ListingA listing of drycleaning facilities in Alaska.


Source: Department of Environmental ConservationTelephone: 907-269-7577Last EDR Contact: 10/20/2008Next Scheduled EDR Contact: 01/19/2009Data Release Frequency: No Update Planned

BROWNFIELDS: Identified and/or Proposed Brownfields SitesBrownfield properties are defined by U.S Environmental Protection Agency (EPA) as "real property, the expansion,redevelopment, or reuse of which may be complicated by the presence or potential presence of a hazardous substance,pollutant, or contamination." DEC is developing resources to assist eligible entities in Alaska in applying forEPA brownfields grants. The program also will provide technical assistance and perform some site assessments,The purpose of these assessments is to assist local redevelopment efforts on previously contaminated propertiesthat are vacant or underused.



CDL: Illegal Drug Manufacturing SitesA list of properties that have been determined to be illegal drug manufacturing sites.



NPDES: Wastwater Discharge Permit ListingA listing of permitted wastewater facilities.



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AIRS: AIRS Facility ListingA listing of permitted airs facilities.



TRIBAL RECORDS

INDIAN RESERV: Indian ReservationsThis map layer portrays Indian administered lands of the United States that have any area equal to or greaterthan 640 acres.


Source: USGSTelephone: 202-208-3710Last EDR Contact: 08/08/2008Next Scheduled EDR Contact: 11/03/2008Data Release Frequency: Semi-Annually

INDIAN LUST R10: Leaking Underground Storage Tanks on Indian LandLUSTs on Indian land in Alaska, Idaho, Oregon and Washington.


Source: EPA Region 10Telephone: 206-553-2857Last EDR Contact: 08/18/2008Next Scheduled EDR Contact: 11/17/2008Data Release Frequency: Quarterly

INDIAN LUST R9: Leaking Underground Storage Tanks on Indian LandLUSTs on Indian land in Arizona, California, New Mexico and Nevada



INDIAN LUST R8: Leaking Underground Storage Tanks on Indian LandLUSTs on Indian land in Colorado, Montana, North Dakota, South Dakota, Utah and Wyoming.



INDIAN LUST R7: Leaking Underground Storage Tanks on Indian LandLUSTs on Indian land in Iowa, Kansas, and Nebraska


Source: EPA Region 7Telephone: 913-551-7003Last EDR Contact: 08/18/2008Next Scheduled EDR Contact: 11/17/2008Data Release Frequency: Varies

INDIAN LUST R4: Leaking Underground Storage Tanks on Indian LandLUSTs on Indian land in Florida, Mississippi and North Carolina.


Source: EPA Region 4Telephone: 404-562-8677Last EDR Contact: 08/18/2008Next Scheduled EDR Contact: 11/17/2008Data Release Frequency: Semi-Annually

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D-45

INDIAN LUST R1: Leaking Underground Storage Tanks on Indian LandA listing of leaking underground storage tank locations on Indian Land.



INDIAN LUST R6: Leaking Underground Storage Tanks on Indian LandLUSTs on Indian land in New Mexico and Oklahoma.



INDIAN UST R1: Underground Storage Tanks on Indian LandA listing of underground storage tank locations on Indian Land.



INDIAN UST R4: Underground Storage Tanks on Indian LandNo description is available for this data












TC2356108.1s Page GR-13


D-46










INDIAN VCP R1: Voluntary Cleanup Priority ListingA listing of voluntary cleanup priority sites located on Indian Land located in Region 1.



INDIAN VCP R7: Voluntary Cleanup Priority LisitngA listing of voluntary cleanup priority sites located on Indian Land located in Region 7.




Manufactured Gas Plants: EDR Proprietary Manufactured Gas PlantsThe EDR Proprietary Manufactured Gas Plant Database includes records of coal gas plants (manufactured gas plants)compiled by EDR’s researchers. Manufactured gas sites were used in the United States from the 1800’s to 1950’sto produce a gas that could be distributed and used as fuel. These plants used whale oil, rosin, coal, or a mixtureof coal, oil, and water that also produced a significant amount of waste. Many of the byproducts of the gas production,such as coal tar (oily waste containing volatile and non-volatile chemicals), sludges, oils and other compoundsare potentially hazardous to human health and the environment. The byproduct from this process was frequentlydisposed of directly at the plant site and can remain or spread slowly, serving as a continuous source of soiland groundwater contamination.

Date of Government Version: N/ADate Data Arrived at EDR: N/ADate Made Active in Reports: N/ANumber of Days to Update: N/A

Source: EDR, Inc.Telephone: N/ALast EDR Contact: N/ANext Scheduled EDR Contact: N/AData Release Frequency: No Update Planned

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OTHER DATABASE(S)

Depending on the geographic area covered by this report, the data provided in these specialty databases may or may not becomplete. For example, the existence of wetlands information data in a specific report does not mean that all wetlands in thearea covered by the report are included. Moreover, the absence of any reported wetlands information does not necessarilymean that wetlands do not exist in the area covered by the report.

NY MANIFEST: Facility and Manifest DataManifest is a document that lists and tracks hazardous waste from the generator through transporters to a TSDfacility.


Source: Department of Environmental ConservationTelephone: 518-402-8651Last EDR Contact: 08/28/2008Next Scheduled EDR Contact: 11/24/2008Data Release Frequency: Annually

Oil/Gas Pipelines: This data was obtained by EDR from the USGS in 1994. It is referred to by USGS as GeoData Digital Line Graphsfrom 1:100,000-Scale Maps. It was extracted from the transportation category including some oil, but primarilygas pipelines.

Electric Power Transmission Line DataSource: PennWell CorporationTelephone: (800) 823-6277This map includes information copyrighted by PennWell Corporation. This information is providedon a best effort basis and PennWell Corporation does not guarantee its accuracy nor warrant itsfitness for any particular purpose. Such information has been reprinted with the permission of PennWell.

Sensitive Receptors: There are individuals deemed sensitive receptors due to their fragile immune systems and special sensitivityto environmental discharges. These sensitive receptors typically include the elderly, the sick, and children. While the location of allsensitive receptors cannot be determined, EDR indicates those buildings and facilities - schools, daycares, hospitals, medical centers,and nursing homes - where individuals who are sensitive receptors are likely to be located.

AHA Hospitals:Source: American Hospital Association, Inc.Telephone: 312-280-5991The database includes a listing of hospitals based on the American Hospital Association’s annual survey of hospitals.

Medical Centers: Provider of Services ListingSource: Centers for Medicare & Medicaid ServicesTelephone: 410-786-3000A listing of hospitals with Medicare provider number, produced by Centers of Medicare & Medicaid Services,a federal agency within the U.S. Department of Health and Human Services.

Nursing HomesSource: National Institutes of HealthTelephone: 301-594-6248Information on Medicare and Medicaid certified nursing homes in the United States.

Public SchoolsSource: National Center for Education StatisticsTelephone: 202-502-7300The National Center for Education Statistics’ primary database on elementaryand secondary public education in the United States. It is a comprehensive, annual, national statisticaldatabase of all public elementary and secondary schools and school districts, which contains data that arecomparable across all states.

Private SchoolsSource: National Center for Education StatisticsTelephone: 202-502-7300The National Center for Education Statistics’ primary database on private school locations in the United States.

Daycare Centers: Child Care Facilities DatabaseSource: Department of Education & Early DevelopmentTelephone: 907-465-2800

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Flood Zone Data: This data, available in select counties across the country, was obtained by EDR in 1999 from the FederalEmergency Management Agency (FEMA). Data depicts 100-year and 500-year flood zones as defined by FEMA.

NWI: National Wetlands Inventory. This data, available in select counties across the country, was obtained by EDRin 2002 and 2005 from the U.S. Fish and Wildlife Service.

State Wetlands Data: Wetlands Inventory DataSource: Department of Fish & GameTelephone: 907-465-4100

STREET AND ADDRESS INFORMATION

© 2008 Tele Atlas North America, Inc. All rights reserved. This material is proprietary and the subject of copyright protectionand other intellectual property rights owned by or licensed to Tele Atlas North America, Inc. The use of this material is subjectto the terms of a license agreement. You will be held liable for any unauthorized copying or disclosure of this material.

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TC2356108.1s Page A-1

geologic strata.of the soil, and nearby wells. Groundwater flow velocity is generally impacted by the nature of theGroundwater flow direction may be impacted by surface topography, hydrology, hydrogeology, characteristics

2. Groundwater flow velocity. 1. Groundwater flow direction, and

Assessment of the impact of contaminant migration generally has two principle investigative components:

forming an opinion about the impact of potential contaminant migration.EDR’s GeoCheck Physical Setting Source Addendum is provided to assist the environmental professional in

USGS 7.5 min quad indexSource:N/ATarget Property:

USGS TOPOGRAPHIC MAP

0 ft. above sea levelElevation:6261097.5UTM Y (Meters): 661094.2UTM X (Meters): Zone 8Universal Tranverse Mercator: 132.38504 - 132˚ 23’ 6.1’’Longitude (West): 56.46869 - 56˚ 28’ 7.3’’Latitude (North):

TARGET PROPERTY COORDINATES

WRANGELL, AK 99929FRONT STREETDOWNTOWN WRANGELL

TARGET PROPERTY ADDRESS

GEOCHECK - PHYSICAL SETTING SOURCE ADDENDUM®

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TC2356108.1s Page A-2

should be field verified.on a relative (not an absolute) basis. Relative elevation information between sites of close proximitySource: Topography has been determined from the USGS 7.5’ Digital Elevation Model and should be evaluated

SURROUNDING TOPOGRAPHY: ELEVATION PROFILES

Ele

vatio

n (f

t)E

leva

tion

(ft)

TP

TP0 1/2 1 Miles

✩Target Property Elevation: 0 ft.

North South

West East

00000000000

28

61

170

167988071560 0 0 0 0 0 0 0 0 0 0 0

10

55

100

160

253

403

479

General SouthGeneral Topographic Gradient:TARGET PROPERTY TOPOGRAPHY

should contamination exist on the target property, what downgradient sites might be impacted.assist the environmental professional in forming an opinion about the impact of nearby contaminated properties or,Surface topography may be indicative of the direction of surficial groundwater flow. This information can be used toTOPOGRAPHIC INFORMATION

collected on nearby properties, and regional groundwater flow information (from deep aquifers).sources of information, such as surface topographic information, hydrologic information, hydrogeologic datausing site-specific well data. If such data is not reasonably ascertainable, it may be necessary to rely on otherGroundwater flow direction for a particular site is best determined by a qualified environmental professionalGROUNDWATER FLOW DIRECTION INFORMATION

GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY®

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TC2356108.1s Page A-3

Not Reported

GENERAL DIRECTIONLOCATIONGROUNDWATER FLOWFROM TPMAP ID

hydrogeologically, and the depth to water table.authorities at select sites and has extracted the date of the report, groundwater flow direction as determinedflow at specific points. EDR has reviewed reports submitted by environmental professionals to regulatoryEDR has developed the AQUIFLOW Information System to provide data on the general direction of groundwater

AQUIFLOW®

Search Radius: 1.000 Mile.

contamination exist on the target property, what downgradient sites might be impacted.environmental professional in forming an opinion about the impact of nearby contaminated properties or, shouldof groundwater flow direction in the immediate area. Such hydrogeologic information can be used to assist theHydrogeologic information obtained by installation of wells on a specific site can often be an indicatorHYDROGEOLOGIC INFORMATION

NNot Reported

NATIONAL WETLAND INVENTORYNWI ElectronicData CoverageNWI Quad at Target Property

Not ReportedAdditional Panels in search area:

Not ReportedFlood Plain Panel at Target Property:

Not AvailableWRANGELL-PETERSBURG, AK

FEMA FLOOD ZONEFEMA FloodElectronic DataTarget Property County

and bodies of water).Refer to the Physical Setting Source Map following this summary for hydrologic information (major waterways

contamination exist on the target property, what downgradient sites might be impacted.the environmental professional in forming an opinion about the impact of nearby contaminated properties or, shouldSurface water can act as a hydrologic barrier to groundwater flow. Such hydrologic information can be used to assistHYDROLOGIC INFORMATION


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TC2356108.1s Page A-4

> 60 inchesDepth to Bedrock Max:

> 60 inchesDepth to Bedrock Min:

HIGH Corrosion Potential - Uncoated Steel:

Hydric Status: Soil does not meet the requirements for a hydric soil.

water table is more than 6 feet.Well drained. Soils have intermediate water holding capacity. Depth toSoil Drainage Class:

textures.moderately well and well drained soils with moderately coarseClass B - Moderate infiltration rates. Deep and moderately deep,Hydrologic Group:

very gravelly - silt loamSoil Surface Texture:

TYPIC HUMICRYODS Soil Component Name:

The following information is based on Soil Conservation Service STATSGO data.in a landscape. Soil maps for STATSGO are compiled by generalizing more detailed (SSURGO) soil survey maps.for privately owned lands in the United States. A soil map in a soil survey is a representation of soil patternsSurvey (NCSS) and is responsible for collecting, storing, maintaining and distributing soil survey informationThe U.S. Department of Agriculture’s (USDA) Soil Conservation Service (SCS) leads the National Cooperative Soil

DOMINANT SOIL COMPOSITION IN GENERAL AREA OF TARGET PROPERTY

Map, USGS Digital Data Series DDS - 11 (1994).of the Conterminous U.S. at 1:2,500,000 Scale - a digital representation of the 1974 P.B. King and H.M. BeikmanGeologic Age and Rock Stratigraphic Unit Source: P.G. Schruben, R.E. Arndt and W.J. Bawiec, Geology

ROCK STRATIGRAPHIC UNIT GEOLOGIC AGE IDENTIFICATION

-Category:-Era:-System:-Series:N/ACode: (decoded above as Era, System & Series)

at which contaminant migration may be occurring.Geologic information can be used by the environmental professional in forming an opinion about the relative speedGEOLOGIC INFORMATION IN GENERAL AREA OF TARGET PROPERTY

move more quickly through sandy-gravelly types of soils than silty-clayey types of soils.characteristics data collected on nearby properties and regional soil information. In general, contaminant plumesto rely on other sources of information, including geologic age identification, rock stratigraphic unit and soilusing site specific geologic and soil strata data. If such data are not reasonably ascertainable, it may be necessaryGroundwater flow velocity information for a particular site is best determined by a qualified environmental professionalGROUNDWATER FLOW VELOCITY INFORMATION


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unweathered bedrockDeeper Soil Types:

fine sandy loamstratifiedmuckmucky-peatsilt loamvery gravelly - silt loamgravelly - silt loamShallow Soil Types:

gravelly - silt loamsilt loampeatSurficial Soil Types:

gravelly - silt loamsilt loampeatSoil Surface Textures:

appear within the general area of target property.Based on Soil Conservation Service STATSGO data, the following additional subordinant soil types may

OTHER SOIL TYPES IN AREA

Min: 5.10Max: 5.50

Min: 2.00Max: 6.00

Silty Sand.Sands with fines,SOILS, Sands,COARSE-GRAINED

Sand.Gravel andFragments,200), Stonepassing No.pct. or lessmaterials (35Granular

sandy loamvery cobbly -60 inches22 inches 4

Min: 4.50Max: 5.50

Min: 2.00Max: 6.00

Silty Sand.Sands with fines,SOILS, Sands,COARSE-GRAINED

and Sand.Clayey Gravel200), Silty, orpassing No.pct. or lessmaterials (35Granular

loamcoarse sandyvery gravelly -22 inches 8 inches 3

Min: 3.60Max: 5.50

Min: 0.60Max: 2.00

50%), silt.limit less thanClays (liquidSOILS, Silts andFINE-GRAINED

and Sand.Clayey Gravel200), Silty, orpassing No.pct. or lessmaterials (35Granular

sandy loamgravelly - 8 inches 3 inches 2

Min: 0.00Max: 0.00

Min: 0.60Max: 2.00

Gravelfines, SiltyGravels withSOILS, Gravels,COARSE-GRAINED

Sand.Gravel andFragments,200), Stonepassing No.pct. or lessmaterials (35Granular

silt loamvery gravelly - 3 inches 0 inches 1

Soil Layer Information

Boundary Classification

PermeabilityRate (in/hr)

Layer Upper Lower Soil Texture Class AASHTO Group Unified Soil Soil Reaction(pH)


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TC2356108.1s Page A-6

Note: PWS System location is not always the same as well location.

1/2 - 1 Mile WestAK0212044 1

FEDERAL FRDS PUBLIC WATER SUPPLY SYSTEM INFORMATION

LOCATIONFROM TPWELL IDMAP ID

No Wells Found

FEDERAL USGS WELL INFORMATION

LOCATIONFROM TPWELL IDMAP ID

Nearest PWS within 1 mileFederal FRDS PWS0.000Federal USGS

WELL SEARCH DISTANCE INFORMATION

SEARCH DISTANCE (miles)DATABASE

opinion about the impact of contaminant migration on nearby drinking water wells.professional in assessing sources that may impact ground water flow direction, and in forming anEDR Local/Regional Water Agency records provide water well information to assist the environmental

LOCAL / REGIONAL WATER AGENCY RECORDS

stratifiedgravelly - coarse sandvery gravelly - sandmucky-peatextremely gravelly - silt loamvery gravelly - silty clay loamvery gravelly - sandy loamhemic material


D-55

EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.

200

600

400

1000

800

600

600

200

100

100

1100900

700

700

500

100

D-56

TC2356108.1s Page A-8

Violations information not reported.

00000025Population:TreatedTreatment Class:Not ReportedCity Served:

132 22 42Facility Longitude:56 28 00Facility Latitude:

WRANGELL, AK 99929BOX 1229US FOREST SERVICE YACCMailingAddressee / Facility:

99929Contact zip:WRANGELLContact city:BOX 1229Contact address2:Not ReportedContact address1:907-874-2326Contact phone:

Not ReportedOriginal name:COOK INLET REGION INCORPORATEDContact name:disinfectionTreatment objective:

chlorination (frds-1.5)Treatment process:Treatment_plantFacility type:INSTITUTE CREEKFacility name:1TFacility id:

unknownOwner type:ClosedStatus:CWSPws type:Surface_waterPWS Source:

0Pwssvcconn:25Population Served:COOK INLET REGION INCORPORATEDPws name:

Wrangell-PetersburgCounty:AKState:10Epa region:AK0212044Pwsid:

99929Contact zip:WRANGELLContact city:BOX 1229Contact address2:Not ReportedContact address1:907-874-2326Contact phone:

Not ReportedOriginal name:COOK INLET REGION INCORPORATEDContact name:disinfectionTreatment objective:

chlorination (frds-1.5)Treatment process:IntakeFacility type:INSTITUTE CREEKFacility name:1Facility id:

unknownOwner type:ClosedStatus:CWSPws type:Surface_waterPWS Source:

0Pwssvcconn:25Population Served:COOK INLET REGION INCORPORATEDPws name:

Wrangell-PetersburgCounty:AKState:10Epa region:AK0212044Pwsid:

WRANGELL, AK 99929BOX 1229COOK INLET REGION INCORPORATEDPWS Name:

Not ReportedDate Deactivated:7711Date Initiated:ActivePWS Status:AK0212044PWS ID:

1West1/2 - 1 MileHigher

AK0212044FRDS PWS

Map IDDirectionDistanceElevation EDR ID NumberDatabase

GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS®

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TC2356108.1s Page A-9

0%0%100%0.800 pCi/LBasementNot ReportedNot ReportedNot ReportedNot ReportedLiving Area - 2nd Floor0%0%100%0.318 pCi/LLiving Area - 1st Floor

% >20 pCi/L% 4-20 pCi/L% <4 pCi/LAverage ActivityArea

Number of sites tested: 11

Federal Area Radon Information for Zip Code: 99929

: Zone 3 indoor average level < 2 pCi/L. : Zone 2 indoor average level >= 2 pCi/L and <= 4 pCi/L. Note: Zone 1 indoor average level > 4 pCi/L.

Federal EPA Radon Zone for WRANGELL-PETERSBURG County: 3

00014121799929Wrangell

_____________________________________________________>20 pCi/L10-204.1-102.1-4.00.5-2.0<0.5 pCi/LTotal SitesZipCity

Radon Test Results

State Database: AK Radon

AREA RADON INFORMATION

GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGSRADON

®

D-58

TOPOGRAPHIC INFORMATION

USGS 7.5’ Digital Elevation Model (DEM)Source: United States Geologic SurveyEDR acquired the USGS 7.5’ Digital Elevation Model in 2002 and updated it in 2006. The 7.5 minute DEM correspondsto the USGS 1:24,000- and 1:25,000-scale topographic quadrangle maps. The DEM provides elevation datawith consistent elevation units and projection.

HYDROLOGIC INFORMATION

Flood Zone Data: This data, available in select counties across the country, was obtained by EDR in 1999 from the FederalEmergency Management Agency (FEMA). Data depicts 100-year and 500-year flood zones as defined by FEMA.

NWI: National Wetlands Inventory. This data, available in select counties across the country, was obtained by EDRin 2002 and 2005 from the U.S. Fish and Wildlife Service.

State Wetlands Data: Wetlands Inventory DataSource: Department of Fish & GameTelephone: 907-465-4100

HYDROGEOLOGIC INFORMATION

AQUIFLOW Information SystemR

Source: EDR proprietary database of groundwater flow informationEDR has developed the AQUIFLOW Information System (AIS) to provide data on the general direction of groundwater

flow at specific points. EDR has reviewed reports submitted to regulatory authorities at select sites and hasextracted the date of the report, hydrogeologically determined groundwater flow direction and depth to water tableinformation.

GEOLOGIC INFORMATION

Geologic Age and Rock Stratigraphic UnitSource: P.G. Schruben, R.E. Arndt and W.J. Bawiec, Geology of the Conterminous U.S. at 1:2,500,000 Scale - A digitalrepresentation of the 1974 P.B. King and H.M. Beikman Map, USGS Digital Data Series DDS - 11 (1994).

STATSGO: State Soil Geographic DatabaseSource: Department of Agriculture, Natural Resources Conservation ServicesThe U.S. Department of Agriculture’s (USDA) Natural Resources Conservation Service (NRCS) leads the nationalConservation Soil Survey (NCSS) and is responsible for collecting, storing, maintaining and distributing soilsurvey information for privately owned lands in the United States. A soil map in a soil survey is a representationof soil patterns in a landscape. Soil maps for STATSGO are compiled by generalizing more detailed (SSURGO)soil survey maps.

SSURGO: Soil Survey Geographic DatabaseSource: Department of Agriculture, Natural Resources Conservation Services (NRCS)Telephone: 800-672-5559SSURGO is the most detailed level of mapping done by the Natural Resources Conservation Services, mappingscales generally range from 1:12,000 to 1:63,360. Field mapping methods using national standards are used toconstruct the soil maps in the Soil Survey Geographic (SSURGO) database. SSURGO digitizing duplicates theoriginal soil survey maps. This level of mapping is designed for use by landowners, townships and countynatural resource planning and management.

TC2356108.1s Page A-10

PHYSICAL SETTING SOURCE RECORDS SEARCHED

D-59

LOCAL / REGIONAL WATER AGENCY RECORDS

FEDERAL WATER WELLS

PWS: Public Water SystemsSource: EPA/Office of Drinking WaterTelephone: 202-564-3750Public Water System data from the Federal Reporting Data System. A PWS is any water system which provides water to at

least 25 people for at least 60 days annually. PWSs provide water from wells, rivers and other sources.

PWS ENF: Public Water Systems Violation and Enforcement DataSource: EPA/Office of Drinking WaterTelephone: 202-564-3750Violation and Enforcement data for Public Water Systems from the Safe Drinking Water Information System (SDWIS) after

August 1995. Prior to August 1995, the data came from the Federal Reporting Data System (FRDS).

USGS Water Wells: USGS National Water Inventory System (NWIS)This database contains descriptive information on sites where the USGS collects or has collected data on surfacewater and/or groundwater. The groundwater data includes information on wells, springs, and other sources of groundwater.

OTHER STATE DATABASE INFORMATION

RADON

State Database: AK RadonSource: University of Alaska FairbanksTelephone: 907-474-7201Radon Information

Area Radon InformationSource: USGSTelephone: 703-356-4020The National Radon Database has been developed by the U.S. Environmental Protection Agency(USEPA) and is a compilation of the EPA/State Residential Radon Survey and the National Residential Radon Survey.The study covers the years 1986 - 1992. Where necessary data has been supplemented by information collected atprivate sources such as universities and research institutions.

EPA Radon ZonesSource: EPATelephone: 703-356-4020Sections 307 & 309 of IRAA directed EPA to list and identify areas of U.S. with the potential for elevated indoorradon levels.

OTHER

Airport Landing Facilities: Private and public use landing facilitiesSource: Federal Aviation Administration, 800-457-6656

Epicenters: World earthquake epicenters, Richter 5 or greaterSource: Department of Commerce, National Oceanic and Atmospheric Administration

STREET AND ADDRESS INFORMATION

© 2008 Tele Atlas North America, Inc. All rights reserved. This material is proprietary and the subject of copyright protectionand other intellectual property rights owned by or licensed to Tele Atlas North America, Inc. The use of this material is subjectto the terms of a license agreement. You will be held liable for any unauthorized copying or disclosure of this material.

TC2356108.1s Page A-11

PHYSICAL SETTING SOURCE RECORDS SEARCHED

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APPENDIX E

AGRA Earth and Environmental, Inc. 1998 Fennemore Report

______________________________Appendix E - Page 1

______________________________Appendix E - Page 2

______________________________Appendix E - Page 3

______________________________Appendix E - Page 4

______________________________Appendix E - Page 5

______________________________Appendix E - Page 6

______________________________Appendix E - Page 7

______________________________Appendix E - Page 8

______________________________Appendix E - Page 9

______________________________Appendix E - Page 10

APPENDIX F

Contingency Plan

CONTINGENCY PLAN

FOR ENCOUNTERING POSSIBLE PETROLEUM CONTAMINATED

SOIL DURING CONSTRUCTION

WRANGELL ROAD AND UTILITY PROJECT

WRANGELL, ALASKA

DOT&PF Project No. 68828 AND 67789

FEDERAL PROJECT NO. STP HPRM-003(135)

EPA GRANT NO. XP-96028001

Prepared for:

State of Alaska Department of Transportation and Public Facilities Southeast Region

6860 Glacier Highway Juneau, Alaska 99801

Prepared by:



W.O. J70112

February 2010

Contingency Plan for Encountering Possible Petroleum Wrangell Road and Utility Project Contaminated Soil during Construction Wrangell, Alaska


Page i

1.0 PROJECT INTRODUCTION .............................................................................................1

2.0 PROJECT AREA BACKGROUND....................................................................................1

3.0 CONTINGENCY PLAN OVERVIEW ...............................................................................2

4.0 STOCKPILING ...................................................................................................................3 4.1 Stockpile Liner Material ...................................................................................................3

5.0 FIELD SCREENING AND SOIL COLLECTION .............................................................4 5.1 Field Screening .................................................................................................................4

5.1.1 Calibration of Instruments ..........................................................................................4 5.1.2 Headspace Analytical Screening Procedure ...............................................................5

5.2 Soil Sampling ....................................................................................................................5 5.2.1 Decontamination of Field Equipment .........................................................................6 5.2.2 Decontamination of Soil Sampling Tools ...................................................................7

6.0 ANALYTICAL PROCEDURES AND REPORTING ........................................................7

7.0 REFERENCES ....................................................................................................................8


TABLE OF CONTENTS (cont’d)

Page ii

TABLES

Table 1: Liner Material Requirements (for long-term storage of petroleum contaminated soil) ................................................................................................................................3

Page

FIGURES

Figure 1 .......................................................................................................... Site and Vicinity Map Figure 2 ................................................................................................................... Project Corridor Figure 3 ...................................................... Fueling Stations and Observed Fuel Storage Locations Figure 4 ................................................................................................... Soil Stockpiling Locations


Page 1

1.0 PROJECT INTRODUCTION

The State of Alaska Department of Transportation and Public Facilities (DOT&PF), in

cooperation with the Alaska Division of the Federal Highway Administration and with assistance

from the U.S. Environmental Protection Agency and the City and Borough of Wrangell, is

proposing to improve a one-half mile (0.5 miles) corridor of road, sidewalks and underground

utilities in and along Front and Lynch Streets in downtown Wrangell, Alaska (Section 25, T62S,

R83E [1:63360 United States Geological Survey Quadrangles Petersburg B-2 NE]) (Figures 1

and 2).

The project consists of replacing the deteriorating sidewalks and roads along Front and Lynch

Streets. Resulting surfaces will meet state and federal requirements for the Americans with

Disabilities Act. In addition, the project would rehabilitate the sewer line, replace the water line,

relocate overhead utilities underground, and improve the storm drain systems as necessary

throughout the corridor.

2.0 PROJECT AREA BACKGROUND

A Phase I Environmental Site Assessment (ESA) for the project area was completed by DOWL

HKM in March 2009 (DOWL HKM, 2009). The ESA summarized findings of a review of

historic documents and photographs, interviews with knowledgeable individuals, and a site

inspection. DOWL HKM concluded that petroleum contamination could be encountered during

construction of the proposed road and utility project for the following reasons:

• Confirmed petroleum contaminated soil has been documented at Fennemore’s Service

Center and is suspected near or in subsurface soils. Soil contamination is also suspected

at the former location of Wilcox Automotive (also formerly Jitterbug Cafe), as the

condition of the underground storage tanks in the area are unknown (Figure 3).

• Widespread current and historic use of heating fuel storage tanks in adjoining and

adjacent properties pose a soil and groundwater contamination risk. It is possible that

fuel spills or leaks from one or more of these off-site locations could possibly have

migrated to the project area.


Page 2

Due to the high costs associated with mobilizing environmental sampling equipment to the site,

the disruptive nature of sampling soil in a downtown district, and the future planned construction

effort replacing concrete roads and sidewalks, DOWL HKM recommended no sampling at the

time. However, DOWL HKM recommended that a contingency plan be developed in

cooperation with the State of Alaska Department of Environmental Conservation (DEC) to

address the possibility of encountering contaminated soils during construction.

This plan addresses that recommendation.

3.0 CONTINGENCY PLAN OVERVIEW

As soil is excavated from the project area, on site personnel will use olfactory and visual cues to

determine if contamination is suspected in soils. Based on observations, excavated soil will be

handled as follows:

If no visual or olfactory evidence

1. Reused on site; or

of contamination is present, soil will be:

2. Stockpiled for other construction uses (proposed stockpile locations shown on Figure 4).

If there is olfactory evidence

1. Reused on site (as it will be capped by paving activities);

of contamination (but no petroleum product is visible), soil can be:

2. Stockpiled (stockpile must be lined and covered) until further soil screening and

analytical sampling can be conducted; or

3. Stockpiled at rock pit (covered but no liner) until further soil screening and analytical

sampling can be conducted.

If there is olfactory evidence of contamination AND petroleum product is clearly visible

1. DEC will be contacted immediately to provide further guidance; and

:

2. Any excavated soil will be stockpiled (on a liner and covered).

Stockpiling, screening, and analytical sampling techniques are described in the sections below.


Page 3

4.0 STOCKPILING

Any soil that has olfactory or visual evidence of contamination will be stockpiled for further

screening. The proposed stockpiling locations (the constructing staging area and rock pit) are

shown on Figure 4. The construction staging area is located near south of Front Street, just east

of the Nolan Center. The rock pit is located south of the airport on Ishiyama Drive (also known

as Spur Road). Originally used for material to build a timber access road, the rock pit is

currently used for storage and treatment of petroleum contaminated soil generated from the

Wrangell Institute site (DEC 2010).

Potentially contaminated soil will be placed on a liner, except those stored at the rock pit. In

addition, all stockpiles will be covered to protect the potentially contaminated soil from weather.

The cover shall be composed of a no-less than 6-mil reinforced polyethylene liner or equivalent.

The edge of the cover should be lapped over the bottom liner to prevent water running through

the soil.

4.1 Stockpile Liner Material

The stockpile liner will meet the requirements of 18 AAC 78.311 (Table B, Bottom Liner

Specification), as described below unless otherwise approved of by DEC.

Table 1: Liner Material Requirements (for long-term storage of petroleum contaminated soil)

COATED FABRIC EXTRUDED FABRIC

Cold Crack (ASTM* D2136-94) -60° F -60° F Black carbon content (ASTM D1602) 2% or greater 2% or greater Carbon dispersion (ASTM D3015) A-2 Range A-2 Range Tensile strength (ASTM D751A) 300 lbs (Warp) 300 lbs (Warp) Mullen Burst (ASTM D751A) 500 psi 500 psi One inch elongation MD (Machine Direction) 625%

One inch tensile strength (ASTM D882-97) 45 lbs (Warp) Nominal Thickness 20 mil 20 mil

Oil Resistance (ASTM D471)

No signs of deterioration and more than 80%

retention of tensile and seam strength after

immersion for 30 days at 73° F.

No signs of deterioration and more than 80%

retention of tensile and seam strength after

immersion for 30 days at 73° F.


Page 4

5.0 FIELD SCREENING AND SOIL COLLECTION

The collection and field-screening of soil samples, the collection of environmental field data, and

the interpretation and reporting of soil characterization and site assessment data will be

conducted or supervised by a qualified, impartial third party, in accordance with 18 AAC 78.995

and as described below.

5.1 Field Screening

A photoionization detector (PID) will be used to field–screen stockpiled soils for volatile organic

compounds (VOCs).

5.1.1

To assure that field instruments are properly calibrated and remain operable in the field, the

procedures listed below will be followed:

Calibration of Instruments

• PID field instruments will be calibrated daily or prior to each testing session. Instruments

will be calibrated to yield “total organic vapors” in parts per million, by volume, to a

benzene equivalent. PIDs will be operated with a 10.2 eV (+/-) lamp source. If the

potential contaminant is known to be diesel or a heavier range hydrocarbon and the

instruments’ operation manual recommends different span settings, calibration gases, or

lamp sources, then the recommended modifications will be followed.

• At a minimum, operation, maintenance, and calibration will be performed in accordance

with the instrument manufacturer’s specifications.

• All standards used to calibrate field instruments will meet the minimum requirements for

source and purity recommended in the equipment’s operation manual.

• The dates, times, and results of all calibrations and repairs to field instruments will be

recorded in the field record and in the instrument’s log.

To avoid and/or minimize breakdown of instruments in the field, the following procedures will

be followed:

• All users of the instrument will be trained in the proper calibration, operation, and routine

maintenance of the instrument.


Page 5

• Instrument battery charge will be inspected beforehand allowing ample time for the

instrument to be fully charged prior to departure for the site.

5.1.2

The headspace screening procedure outlined below will be used to obtain and analyze field-

screening samples. The following describes the methods that will be utilized for semi-

quantitative field-screening for these devices:

Headspace Analytical Screening Procedure

• Partially fill (one-third to one-half) a seal-sealing (i.e, Ziploc) bag with the sample to be

analyzed; total capacity of the bag will not be less than eight ounces.

• If the sample is collected from an excavation or soil stockpile, it will be collected from

freshly exposed soil and quickly placed in a bag, which will be immediately sealed.

• Headspace vapors will be allowed to develop in the bag for at least ten (10) minutes and

not longer than one (1) hour. Bags will be shaken or agitated for 15 seconds at the

beginning and ending of the headspace development period to foster volatilization.

Where possible, the temperature of the headspace will be brought to at least 60 degrees

Fahrenheit. At a minimum, samples will be warmed to at least 40 degrees Fahrenheit.

• Subsequent to headspace development, the instrument-sampling probe will be inserted to

a point about one-half the headspace depth. The bag opening will be minimized and care

will be taken to avoid uptake of water droplets and soil particulates contacting the probe.

• Following probe insertion, the highest meter reading will be identified and recorded,

which normally occurs between two and five seconds after probe insertion. Erratic meter

response may indicate either high organic vapor concentrations or conditions of elevated

headspace moisture, in which case a note to that effect will accompany headspace data.

• All field-screening results will be documented in the field record or log book.

5.2 Soil Sampling

The following procedures will be used to collect laboratory samples:

• Unless otherwise approved by the DEC, all laboratory samples will be grab samples and

will not be composited prior to analysis.


Page 6

• At least two grab samples will be collected from stockpiles of 50 cubic yards or less. At

least one additional sample will be collected from each additional 50 cubic yards of soil

(or portion thereof) over the initial 50 cubic yards.

• A minimum of six inches of soil will be removed immediately prior to collection, and

then the sample will be taken from the newly uncovered soil.

• Soil samples collected from excavation equipment buckets will be obtained from the

center of the bucket and away from the bucket sides; a minimum of six inches of soil will

be removed immediately prior to collection.

The following steps will be taken to minimize collection errors:

• All samples will be collected using disposable or clean tools that have been properly

decontaminated.

• Disposable gloves will be worn and replaced between sample collections; sample

containers will be filled quickly.

• Soil samples will be placed in containers in the order of volatilization sensitivity.

• Containers will be quickly and adequately sealed. Rims will be cleaned prior to

tightening of lids.

• Containers will immediately be preserved according to method procedures. Unless

specified otherwise, the samples will be immediately cooled to a minimum of four

degrees Celsius and maintained at the temperature through delivery to laboratory and

analysis.

Note: Multi-incremental (MI) sampling may also be used in place of grab sampling, upon DEC

approval. Any MI sampling will be conducted in accordance with DEC’s March 2007 Draft

Guidance on Multi-Incremental Soil Sampling (DEC, 2007).

5.2.1

Decontamination of Personal Protective Equipment, sampling equipment, and containers prior to

and after sampling will be done to ensure collection of representative samples and to prevent the

potential spread of contamination.

Decontamination of Field Equipment


Page 7

All previously used sampling equipment will be properly decontaminated before sampling and

between sampling locations to prevent introduction of contamination into uncontaminated

samples and to avoid cross-contamination of samples.

Clean rubber gloves and appropriate personal protective equipment will be worn by personnel

using decontamination tools and equipment.

5.2.2

At a minimum, soil sampling tools will be cleaned and decontaminated by the following two-

step procedure:

Decontamination of Soil Sampling Tools

• Tools will be scrubbed with a stiff brush in a solution of water and laboratory solution

(such as Alconox or similar product).

• Tools will be thoroughly rinsed with distilled water.

All decontamination water will be disposed of in the stockpiled soil.

6.0 ANALYTICAL PROCEDURES AND REPORTING

Only results from those laboratories with current accreditation by DEC will be used.

Soil samples collected for laboratory analysis will be analyzed for the following contaminates:

Parameter

Benzene, Toluene, Ethylbenzene and Xylenes AK101 BTEX

Method

Gasoline Range Petroleum Hydrocarbons AK101 GRO

Diesel Range Petroleum Hydrocarbons AK102 DRO

Residual Range Petroleum Hydrocarbons AK 103 RRO

Soil sampling results will be presented to the DEC upon completion of laboratory analysis as a

letter report. Based on the findings of the report, DEC may require further action.


Page 8

7.0 REFERENCES

DOWL HKM, 2009. All-Appropriate Inquiry/Phase I Environmental Site Assessment, Front and

Lynch Streets, Wrangell AK. March.

State of Alaska 18 Alaska Administrative Code (AAC) 75: Oil and Other Hazardous Substances

Pollution Control

State of Alaska 18 Alaska Administrative Code (AAC) 78: Underground Storage Tanks

State of Alaska Department of Environmental Conservation (DEC), 2007. Draft Guidance on

Multi-Incremental Soil Sampling. March. Available online at:

http://www.dec.state.ak.us/SPAR/csp/guidance/multi_increment.pdf

State of Alaska Department of Environmental Conservation (DEC), 2010. Wrangell Institute

Contaminated Site Summary. Available online at:

http://www.dec.state.ak.us/spar/csp/sites/wrangell.htm

http://www.dec.state.ak.us/SPAR/csp/guidance/multi_increment.pdf�

http://www.dec.state.ak.us/spar/csp/sites/wrangell.htm�

FIGURES

P:\Projects\J70112\GIS\ENV\Archaeological\Figure1_Site Vicinity _DOT.mxd

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Gulf of Alaska

Canada

Juneau

Anchorage

Fairbanks

Project Vicinity

0 52.5 Miles

¯

Project Location

August 2009

Wrangell Road & UtilityImprovement Project

Figure 1 - Site and Vicinity Map

WO: J70112

DOT & PF Project No. 68829 and 67789

St. Michaels St

Episcopal Ave

Case Avenue

Campbell Drive

Front Street

Brueger Street

Lync

h St

Stikine Ave

Federal Way

McKinnon St

Church St

City PierTurnaround

Totem Park

City Market

Zimovia Strait


P:\Projects\J70112\GIS\ENV\EA Documents\smaller\Fig 2_Project Corridor_DOT.mxd

KeyProject Corridor

¯0 125 250

Feet

Location Map

April 20, 2009


Figure 2 - Project Corridor

WO: J70112


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Wilcox Automotive(Jitterbug Cafe)

Fennemore'sService Station

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Observed above ground storage tank or evidence of underground storage tankalong project corridor (11-18-08)

!. Current or former fueling station ¯0 125 25062.5 Feet

January 26, 2010


Figure 3: Fueling Stations andObserved Fuel Storage Locations

WO: J70112



RockPit

Wrangell

P:\Projects\J70112\GIS\ENV\Archaeological\Figure 4_Soil Stockpiling Loctions.mxd

0 10.5 Miles

¯

February 2010

Wrangell Road & UtilityImprovement Project

Figure 4 - Soil Stockpiling Loctions

WO: J70112

DOT & PF Project No. 68829 and 67789

APPENDIX G

United States Corps of Engineers Correspondence

APPENDIX H

Scoping Summary Report

SCOPING SUMMARY REPORT

WRANGELL ROAD IMPROVEMENTS, (HPRM-003(135)/68828)

AND

WRANGELL UTILITY IMPROVEMENTS PROJECT (67789)

Prepared for:

State of Alaska Department of Transportation and Public Facilities

Southeast Region 6860 Glacier Highway Juneau, Alaska 99801

Prepared by:



W.O. J70112

April 2009

Scoping Summary Report Wrangell, Alaska Wrangell Road Improvements and Wrangell Utility Improvements Project W.O. J70112


Page i

1.0 INTRODUCTION ...............................................................................................................1 1.1 General ..............................................................................................................................1 1.2 Project Team .....................................................................................................................2 1.3 Scoping Methods ..............................................................................................................3

1.3.1 Mailing List of Potentially Affected Interests ............................................................4 1.3.2 Informational Flyer/Meeting Announcement .............................................................4 1.3.3 Advertisements ...........................................................................................................4 1.3.4 Project Website ...........................................................................................................5 1.3.5 Project E-Mail Address ...............................................................................................5 1.3.6 Comment Forms..........................................................................................................5

2.0 PUBLIC SCOPING .............................................................................................................5 2.1 Public Scoping Meeting ....................................................................................................5 2.2 Documentation of Public Comments ................................................................................6

2.2.1 Planning and Design ...................................................................................................6 2.2.2 Non-Motorized Transit ...............................................................................................7 2.2.3 Purpose and Need .......................................................................................................7 2.2.4 Safety ..........................................................................................................................7

3.0 AGENCY SCOPING ...........................................................................................................7 3.1 Agency Scoping Meetings ................................................................................................7 3.2 Documentation of Agency Scoping Comments ................................................................8 3.3 Agency Scoping Comment Summary ...............................................................................8

4.0 SUMMARY .........................................................................................................................9

FIGURES

Figure 1: CBW Project Location Map ............................................................................................2

APPENDICES

Appendix A ..................................... Wrangell Downtown Revitalization Report and Concept Plan (See Appendix A of the Preliminary Environmental Assessment for a copy of this Report) Appendix B ................................................................................................ Public Involvement Plan Appendix C ......................................................................................... Mailing Area Boundary Map Appendix D ............. Public Scoping Meeting Advertisement, Affidavit, and Radio Advertisement Appendix E ...................................................................................................... Website Information Appendix F.................................................. Public Scoping Comment Form, Fact Sheet, and Flyer Appendix G ................................ Public Scoping Presentation, Meeting Notes, and Sign-in-Sheets Appendix H ............................................................................................. Public Scoping Comments Appendix I .............................................................................................. Agency Scoping Meetings


Page ii

LIST OF ACRONYMS

CBW ................................................................................................. City and Borough of Wrangell DOT&PF ................................. State of Alaska Department of Transportation and Public Facilities

DRAFT Scoping Summary Report Wrangell, Alaska Wrangell Road Improvements and Wrangell Utility Improvements Project W.O. J70112

Page 1

1.0 INTRODUCTION

1.1 General

The State of Alaska Department of Transportation and Public Facilities (DOT&PF) and the City

and Borough of Wrangell (CBW) are initiating a project to implement some recommendations of

the Wrangell Downtown Revitalization Report and Concept Plan (Appendix A), with

construction targeted to be substantially complete in 2010.

At present, the downtown core is comprised of deteriorated and uneven concrete roads and

sidewalks, undesignated on-street parking, and aging utilities. The primary goal of this project is

to enhance the downtown area for residents and visitors through upgrading and replacing

sidewalks, addressing parking issues, and reconstructing utilities and the deteriorated road on

Front Street. Design work related to Lynch Street will be included in the environmental analysis;

however, the detailed design and reconstruction of Lynch Street will depend on available

funding.

The process of gathering information from the public and agencies is called scoping. The

purpose and need for this project, potential alternatives, and the possible issues and concerns that

need to be addressed during the environmental review and design are addressed during scoping.

This report, with its appendices, summarizes the public and agency scoping process for this

project. This report documents the scoping methods used, identifies issues and concerns, and

lists comments received to date along with their sources. Comments were received from a

variety of stakeholders (or interested parties) including local residents, resource agency

representatives, and interested organizations.


Page 2

Figure 1: CBW Project Location Map

1.2 Project Team

The project team is listed below.

Contracting Agency

DOT&PF

• Alan Steininger, P.E., Project Manager

• Arne Oydna, P.E., Consultant Coordinator

• Jane Gendron, Project Environmental Coordinator


Page 3

CBW

• Robert Prunella, Borough Manager

• Carl Johnson, Director of Public Works

• Carol Rushmore, Economic Development Director

DOWL HKM

• Steve Noble, P.E., PTOE, Project Manager

• Aaron Christie, P.E., Assistant Project Manager

• Peter Hildre, P.E., Lead Engineer

• Toby Lockhart, P.E., Assistant Engineer

• Brad Melocik, P.E., Drainage and Hydrology/Hydraulics Engineer

• Kristen Hansen, Environmental Lead

• Brandie Hofmeister, Environmental Specialist

• Kristi Stuller, Public Involvement Lead

• Dawn Bailey, Public Involvement Planner

1.3 Scoping Methods

The following scoping methods were included in the Public Involvement Plan (Appendix B) and

were used to inform the public – along with local, state, and federal resource agencies – about

the project, its objectives, and the environmental and design processes:

• Public Scoping Meeting

• Agency Scoping Meetings

• Project Website

• Project E-Mail Distribution List

• Informational Flyers

• PowerPoint Presentations and Display Boards


Page 4

1.3.1 Mailing List of Potentially Affected Interests

Two mailing lists have been developed for the project. They include a general public list and an

agency list. The general public list was assembled by identifying all residents and property

owners within the vicinity of the project corridor and adding to it those persons who, through the

course of advertisements and scoping, showed an interest in this project or had expressed an

interest in previous projects in this area. The mailing list contains approximately 1,400

addresses. A map of the mailing list boundary is included in Appendix C.

The agency list includes local, state, and federal resource agencies and officials who might have

an interest, concern, or jurisdiction in the project area.

In addition to the mailing list, an e-mail distribution list was created. The e-mail list contains

approximately 60 e-mail addresses, including project team members. It is used to update the

public on various project milestones.

1.3.2 Informational Flyer/Meeting Announcement

An informational flyer was developed and mailed to members of the general public list to

announce the upcoming public scoping meeting. The flyer contained a project description and

public scoping meeting overview along with an area map and project contact information. The

flyer was also posted in downtown Wrangell at the City Market, Bob’s IGA, and Sentry

Hardware and Marine during the last week of October 2008, approximately two weeks prior to

the public scoping meeting. The flyer was also e-mailed to the Wrangell Chamber of Commerce

and subsequently distributed to members.

1.3.3 Advertisements

An advertisement for the public scoping meeting appeared in the Wrangell Sentinel (weekly

circulation approximately 1,400) on November 6, 2008. A copy of this advertisement is

included in Appendix D. A public announcement also ran four times a day on Wrangell’s KSTK

radio from Wednesday, November 12 through Tuesday, November 18, 2008. The text of the

public announcement is included in Appendix D.


Page 5

1.3.4 Project Website

The CBW is hosting the project website at www.wrangell.com under the Projects tab. The

website was developed to provide specific information regarding the project area, objectives,

schedule, project documents, and team members, in addition to providing a place to review and

make public comments. Copies of the web pages are included in Appendix E. DOT&PF also

has a link to the project website on its Southeast Region’s project information website. A copy

of this web page is in Appendix E.

1.3.5 Project E-Mail Address

Comments about the project can be sent to the project-specific e-mail address,

[email protected]. This address was included on the public scoping meeting flyer, the

newspaper announcement, and the comment form passed out at meetings, in addition to being

announced at the public scoping meeting.

1.3.6 Comment Forms

A project comment form was developed and passed out at the public scoping meeting. The form

includes an area to add contact information for those who wanted to be added to the project

mailing and e-mail lists. A copy of the comment form is included in Appendix F.

2.0 PUBLIC SCOPING

2.1 Public Scoping Meeting

The public scoping meeting was held at the Nolan Center on Tuesday, November 18, 2008 from

6:30 p.m. to 9:00 p.m. Community members signed in and met individually with project staff to

discuss individual issues and concerns. At 7:00 p.m., project staff gave a half-hour presentation

(Appendix G). The following topics were included in the presentation:

• Meeting Purpose

• Project Description

• Project Purpose and Need

• Project History

• Conceptual Design Report Recommendations


Page 6

• Simulations

• Existing Conditions

• Initial Fieldwork

• Summary of What We Have Heard

• Project Schedule

• Public Involvement Process

At the conclusion of the presentation, the meeting was opened up for public questions and

concerns. At the end of the question and answer period, the individual discussions with project

staff resumed and lasted until 9:00 p.m. The meeting notes and sign-in sheets are included in

Appendix G. Approximately 24 private citizens, not including project team members, were

counted at the meeting.

2.2 Documentation of Public Comments

All written and verbal public comments requested by January 9, 2009 (the conclusion of the

scoping period), have been reviewed and are included in Appendix H. The list below attempts to

group the comments according to common issues and concerns.

2.2.1 Planning and Design

• Removable bulb-outs for the winter season.

• Start construction at the City Dock to accommodate cruise ships.

• Install telescopes so historic images of Wrangell can be seen.

• Incorporate petroglyph designs into signage.

• Historic display downtown highlighting the 1952 fire.

• Include turnouts for the long-haul trucks.

• Include flat driveway curb cuts instead of pitched.

• Do not narrow the intersection of Front Street and McKinnon Street.


Page 7

• Consider the area between Fennimore’s and the Elk’s Lodge for truck access to

McKinnon Street.

• Need ten-minute parking zones.

• Keep parking in front of pharmacy.

• Keep the access road to Cow Alley open for emergency access.

• Bulb-outs will aid in pedestrian safety access; will also create a friendly appearance.

2.2.2 Non-Motorized Transit

• Sidewalks need to be replaced so that residents who get around on ADA-mechanized

transport can more easily navigate when they are downtown.

2.2.3 Purpose and Need

• When some small towns in Colorado were “cutesied up” it made it harder to get things

done because it reduced traffic and fewer people came downtown.

• This project will revitalize downtown Wrangell and help the local economy.

2.2.4 Safety

• Bad water runoff in front of Arrowhead.

• The dock area is muddy and icy and needs paving.

• Bad icing and runoff near the strawberry patch on Front Street and St. Michaels.

• The existing roadway in front of City Market is narrow and the current pull-in parking is

creating a hazardous, unsafe situation.

• The waterfront approach to town is difficult and dangerous at the intersections with the

dock, Stikine Inn, the post office, and Front Street.

3.0 AGENCY SCOPING

3.1 Agency Scoping Meetings

A letter was sent to the agencies (Appendix I) that provided background information on the

project and stated that an agency-specific scoping meeting could be arranged upon request. The

Wrangell project team subsequently met with the Federal Highway Administration and the


Page 8

Environmental Protection Agency on Wednesday, November 26, 2008 and again on Wednesday,

January 7, 2009 (Appendix I) and met with the State Historic Preservation Officer on Monday,

January 12, 2009.

3.2 Documentation of Agency Scoping Comments

All written agency comments received as of January 9, 2009, have been reviewed and are

included in Appendix I.

3.3 Agency Scoping Comment Summary

The following is a summary of the agency comments as of January 9, 2009:

State of Alaska Department of Natural Resources (Michael Eberhardt, SE Area Park

Superintendent)

• No concern as Petroglyph Beach State Historic Park is outside of project area.

Alaska Department of Fish and Game (Scott Forbes, Fisheries Biologist II)

• No apparent issues.

U.S. Fish and Wildlife Service (Bill Hanson, Acting Field Supervisor, Ecological Services)

• No threatened or endangered species in the project area.

State of Alaska Department of Environmental Conservation (Cindy Gilder, Manager, Non-point

Source)

• No apparent impaired waters in the project area.

State of Alaska Department of Environmental Conservation (Daniel Garner, Environmental

Engineer II)

• No apparent issues.

CBW (Carol Rushmore, Economic Development Director)

• Wrangell Harbor would not receive storm water runoff from the project; however,

Wrangell’s port facilities could have runoff that empties into Zimovia Straits.

• The CBW is located in the Wrangell Coastal District, but does not have a Coastal Zone

Management plan.


Page 9

• The CBW does not participate in the National Flood Insurance Program; however, it does

have Flood Insurance Rate Maps that show most of the project area (except for the

container fill area) is in Zone C, out of the flood hazard area.

National Marine Fisheries Service (Cindy Hartmann Moore, Fish Biologist)

• Marine habitats exist within a one-mile radius of the proposed project. Front and Lynch

Streets are just one to two blocks from the shoreline (Outer Drive).

• Because of the nearness of marine habitat and the importance of the Stikine River and

natural resources to the community of Wrangell, DOT&PF should consider doing an

interpretive sign or signs on a fisheries-related topic. These topics may include the

importance of marine habitats; anadromous fish or marine fish and invertebrates; the

economic, cultural and historic significance of fisheries to Wrangell and Southeast

Alaska; marine mammals that may be seen in the area; or other natural resource related

topics.

• Since the proposed project does not directly impact anadromous fish or marine habitat,

there are no Essential Fish Habitat Conservation Recommendations.

4.0 SUMMARY

The above public and agency comments provide valuable insight into the issues to be resolved

during this project. All comments will be reviewed and addressed as the environmental

document is prepared. Any comments received after the end of the scoping period (January 9,

2009) will also be reviewed by the team and addressed in the environmental document.

APPENDIX A

Downtown Revitalization Report and Concept Plan

(See Appendix A - Preliminary Environmental Assessment for this Report)

APPENDIX B

Public Involvement Plan

DRAFT Public Involvement Plan

August 2008

DRAFT

PUBLIC INVOLVEMENT PLAN

WRANGELL ROAD AND UTILITY IMPROVEMENTS

WRANGELL, ALASKA

Prepared for:

City of Wrangell P.O. Box 531

Wrangell, AK 99929

Prepared by:

DOWL Engineers 4041 B Street


W.O. DJ70112

August 2008

DRAFT Public Involvement Plan W.O. J70112 Wrangell Road and Utility Improvements Wrangell, Alaska


Page i

1.0 OVERVIEW ..................................................................................................................1

2.0 PURPOSE OF THE PUBLIC INVOLVEMENT PLAN ..............................................1

3.0 PUBLIC PARTICIPATION GOALS ............................................................................1

4.0 POTENTIALLY AFFECTED INTERESTS .................................................................2

5.0 COMPREHENSIVE MAILING LIST ..........................................................................3

6.0 PUBLIC INVOLVEMENT OPPORTUNITIES ...........................................................4

APPENDICES

Appendix A .............................................................................................................. Mailing List

LIST OF ACRONYMS

City ................................................................................................................... City of Wrangell DNR ............................................................. State of Alaska Department of Natural Resources DOT&PF ........................... State of Alaska Department of Transportation and Public Facilities DOWL.............................................................................................................DOWL Engineers WDRR..................................................................... Wrangell Downtown Revitalization Report


Page 1

1.0 OVERVIEW

The State of Alaska Department of Transportation and Public Facilities (DOT&PF) and the

City of Wrangell (City) are initiating a project to implement the recommendations of the

Wrangell Downtown Revitalization Report (WDRR) and reconstruct the utilities in the

downtown area. The primary goal of the project is to replace sidewalks, reconstruct utilities,

and resurface deteriorating roads on Front, Shakes, and Lynch streets.

2.0 PURPOSE OF THE PUBLIC INVOLVEMENT PLAN

This public involvement and scoping plan provides a framework for soliciting public and

resource agency input on the Wrangell Road and Utility Improvements Project. The project

team members are committed to keeping the public informed, having no lapses in

coordination, maintaining a brisk project pace, being ready to respond to pertinent comments

and questions in a timely manner, and using state-of-the-art tools and approaches to public

involvement. This public involvement plan will be continually updated and revised as

needed during the project.

Numerous groups and individuals may be interested in how development of the area will

progress. The objective of the public involvement program is to work directly with the

interested public throughout the planning process to ensure that their issues and concerns are

consistently understood and considered. In addition to consideration of public issues and

concerns, it is important that the public receives feedback on how their input has been

incorporated into the project.

3.0 PUBLIC PARTICIPATION GOALS

Guidelines for a successful public involvement process include the following:

• The DOT&PF, City, and DOWL Engineers (DOWL) will keep the public informed,

listen to and acknowledge concerns, and provide feedback on how public input has

influenced project decisions.

• People will be kept informed by various means. Attention will be paid to the best

ways to reach and listen to all groups.


Page 2

• Information will be shared openly and directly to help people become familiar with

the issues and the process.

• The project team and participants will take time to try to understand different points

of view and to resolve issues that arise along the way.

• Milestones such as design submittals, public meetings, etc., in the process will be

clear and acknowledged. These milestones are defined in the detailed schedule.

4.0 POTENTIALLY AFFECTED INTERESTS

The public involvement process for the project will include the following groups:

• General Public

A mailing list has been assembled comprising the property owners and residents

within the community of Wrangell. The list represents about 1,400 addresses.

During the project, members of the public living outside the area that comment on the

project or attend related public meetings will be added to the mailing list.

• Federal Government

- Environmental Protection Agency

- United States Fish and Wildlife Service

- United States Army Corps of Engineers

- United States Forest Service

- United States Postal Service

• State of Alaska

- DOT&PF

- State of Alaska Department of Environmental Conservation

- State of Alaska Department of Natural Resources (DNR), Office of Habitat Management and Permitting

- DNR, Office of Project Management and Permitting

- DNR, Division of Mining, Land and Water

- State of Alaska Department of Fish and Game

- State Historical Preservation Office

- Alaska State Troopers

- State Representatives Kyle Johansen and Peggy Wilson

- State Senator Bert Stedman


Page 3

• City and Borough of Wrangell

- Borough Clerk

- Borough Manager

- Economic Development Department

- Fire Department

- Mayor’s Office

- Parks and Recreation

- Planning and Zoning

- Police Department

- Public Works Department

- Wrangell Harbor Master

- Borough Finance Director

- Wrangell Chamber of Commerce

- Wrangell Convention and Visitor’s Bureau

• Other Interested Parties

- Wrangell Cooperative Association

- Indian Reorganization Act Office of Environmental Planning

5.0 COMPREHENSIVE MAILING LIST

An expanded, comprehensive mailing list has been developed that incorporates the above

potentially affected interests (Appendix A).

• Project Personnel

Key personnel from the project team that will be involved in the public and agency

involvement portion of the project include:

• DOT&PF Project Team--TO BE DETERMINED

• City Project Team

- Robert Prunella Borough Manager

- Carl Johnson Director of Public Works

- Carol Rushmore Economic Development Director

- Jeff Jabusch Finance Director

• DOWL/Toner Nordling’s Project Team

- Steve Noble, P.E. Project Manager

- Peter Hilde, P.E. Lead Engineer


Page 4

- Aaron Christie, P.E. Lead Road Engineer

- Kristen Hansen Environmental Lead

- Kristi Stuller Public Involvement Lead

- Chris Mertl, ASLA Landscape Architect from Jenson Yorba Lott, Inc

6.0 PUBLIC INVOLVEMENT OPPORTUNITIES

Numerous methods of reaching the public for input and involvement will be

employed on this project. A description of the public involvement efforts planned for

the project follows.

Public Meeting

A public scoping meeting will be held during the beginning phases of the project. An

additional public meeting will be scheduled after the 35 percent design submittal.

This meeting will provide an opportunity for members of the public to provide input

on the project. Public meetings will be advertised in the Wrangell Sentinel, on local

radio, as well as through mailings to the mailing list and on the project website.

Agency Meetings

DOWL will hold one agency scoping meeting in Wrangell. This meeting will target

the City, Wrangell Chamber of Commerce, the Wrangell Convention and Visitor’s

Bureau, etc.

Contact E-Mail Address

A project-specific contact e-mail address of [email protected] has been established

to collect public comments and questions. It will be checked each business day.

Project Website

A project-specific website will be developed and maintained for the duration of the

project. The address will be www.downtownwrangell.com. This website will provide

a source for current project information including newsletters, meeting

announcements, meeting agendas/minutes, maps, drawings, and other project related

documentation. A link will be posted on the City website to this site.

http://www.downtownwrangell.com/


Page 5

• Other Community Meetings

In order to understand the design concerns in relation to the private residences and

commercial buildings in the project area, DOWL will also hold one-on-one meetings

with businesses and homeowners on an as-needed basis.

• Project Flyers and Newsletters

Project flyers will be written to announce the public meeting and will be sent to the

established mailing list. The flyers will contain graphics and text explaining the

project status, informing the public of meetings, directing them to the project website

to view information and make comments, and asking for public feedback on the

proposed solutions. Project newsletters may be produced throughout the project to

provide public information in an easily understood manner.

• Project Contact Information

The interested public will have several vehicles of communication with the project

team to submit comments and concerns. The project specific e-mail will be checked

on a daily basis. Anchorage DOWL staff can also be reached via telephone at (907)

562-2000 or via facsimile at (907) 563-3953. Comments and concerns can also be

sent to the team via mail at 4041 B Street, Anchorage, Alaska 99503.

APPENDIX A

Mailing List

__________________________________________________Appendix A - Page 1

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9B

oxho

lder

P

O B

ox 2

82W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 2

83W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 2

84W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 2

85W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 2

86W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 2

87W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 2

88W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 2

89W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 2

91W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 3

01W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox30

2W

rang

ell

AK

9992

9

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Tit

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AK

9992

9B

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lder

P

O B

ox 3

04W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 3

05W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 3

06W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 3

07W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 3

08W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 3

11W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 3

12W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 3

13W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 3

14W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 3

15W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 3

16W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 3

17W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 3

18W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 3

19W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 3

21W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 3

31W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 3

32W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox33

3W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 3

34W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 3

35W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 3

36W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 3

37W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 3

38W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 3

41W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 3

42W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 3

43W

rang

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AK

9992

9B

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lder

P

O B

ox 3

44W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 3

45W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 3

46W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 3

47W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 3

48W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 3

49W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 3

51W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 3

61W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 3

62W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 3

63W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox36

4W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 3

65W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 3

66W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 3

67W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 3

68W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 3

71W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 3

72W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 3

73W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 3

74W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 3

75W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 3

76W

rang

ell

AK

9992

9

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Tit

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P

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77W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 3

78W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 3

79W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 3

81W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 3

91W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 3

92W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 3

93W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 3

94W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox39

5W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 3

96W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 3

97W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 3

98W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 4

01W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 4

02W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 4

03W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 4

04W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 4

05W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 4

06W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 4

07W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 4

08W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 4

09W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 4

11W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 4

21W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 4

22W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 4

23W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 4

24W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 4

25W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox42

6W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 4

27W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 4

28W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 4

31W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 4

32W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 4

33W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 4

34W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 4

35W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 4

36W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 4

37W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 4

38W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 4

39W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 4

41W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 4

51W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 4

52W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 4

53W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 4

54W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 4

55W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 4

56W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox45

7W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 4

58W

rang

ell

AK

9992

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Tit

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P

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61W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 4

62W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 4

63W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 4

64W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 4

65W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 4

66W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 4

67W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 4

68W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 4

69W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 4

71W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 4

81W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 4

82W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 4

83W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 4

84W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 4

85W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 4

86W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 4

87W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox48

8W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 4

91W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 4

92W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 4

93W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 4

94W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 4

95W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 4

96W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 4

97W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 4

98W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 4

99W

rang

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AK

9992

9B

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lder

P

O B

ox 5

01W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 5

11W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 5

12W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 5

13W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 5

14W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 5

15W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 5

16W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 5

17W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 5

18W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox52

1W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 5

22W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 5

23W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 5

24W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 5

25W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 5

26W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 5

27W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 5

28W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 5

29W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 5

41W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 5

42W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 5

43W

rang

ell

AK

9992

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44W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 5

45W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 5

46W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 5

47W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 5

48W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 5

51W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 5

52W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox55

3W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 5

54W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 5

55W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 5

56W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 5

57W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 5

58W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 5

59W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 5

61W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 5

71W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 5

72W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 5

73W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 5

74W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 5

75W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 5

76W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 5

77W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 5

78W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 5

81W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 5

82W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 5

83W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox58

4W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 5

85W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 5

86W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 5

87W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 5

88W

rang

ell

AK

9992

9B

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lder

P

O B

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89W

rang

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AK

9992

9B

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lder

P

O B

ox 5

91W

rang

ell

AK

9992

9B

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lder

P

O B

ox 3

89W

rang

ell

AK

9992

9B

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lder

P

O B

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90W

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AK

9992

9B

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lder

P

O B

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01W

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AK

9992

9B

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lder

P

O B

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02W

rang

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AK

9992

9B

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lder

P

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AK

9992

9B

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lder

P

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04W

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AK

9992

9B

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lder

P

O B

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05W

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AK

9992

9B

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lder

P

O B

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06W

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AK

9992

9B

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lder

P

O B

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07W

rang

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AK

9992

9B

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lder

P

O B

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08W

rang

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AK

9992

9B

oxho

lder

P

O B

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11W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox 6

12W

rang

ell

AK

9992

9B

oxho

lder

P

O B

ox61

3W

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AK

9992

9B

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P

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AK

9992

9B

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P

O B

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15W

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AK

9992

9B

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P

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18W

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AK

9992

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AK

9992

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AK

9992

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AK

9992

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32W

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AK

9992

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AK

9992

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AK

9992

9B

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AK

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9B

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P

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AK

9992

9B

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AK

9992

9B

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P

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AK

9992

9B

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P

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41W

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AK

9992

9B

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P

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AK

9992

9B

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P

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AK

9992

9B

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AK

9992

9B

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P

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AK

9992

9B

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P

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AK

9992

9B

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P

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AK

9992

9B

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P

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48W

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AK

9992

9B

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P

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AK

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9B

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AK

9992

9B

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P

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61W

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AK

9992

9B

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AK

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9B

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AK

9992

9B

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AK

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9B

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AK

9992

9B

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AK

9992

9B

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67W

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AK

9992

9B

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68W

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AK

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9B

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P

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AK

9992

9B

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P

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72W

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AK

9992

9B

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P

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73W

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AK

9992

9B

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AK

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9B

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AK

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9B

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P

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AK

9992

9B

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P

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AK

9992

9B

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P

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AK

9992

9B

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P

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AK

9992

9B

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P

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81W

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AK

9992

9B

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P

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AK

9992

9B

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AK

9992

9B

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AK

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9B

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AK

9992

9B

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P

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AK

9992

9B

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P

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96W

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AK

9992

9B

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P

O B

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97W

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AK

9992

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9B

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P

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01W

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AK

9992

9B

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lder

P

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02W

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AK

9992

9B

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lder

P

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03W

rang

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AK

9992

9B

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lder

P

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04W

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AK

9992

9B

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lder

P

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05W

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AK

9992

9B

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lder

P

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6W

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AK

9992

9B

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lder

P

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07W

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AK

9992

9B

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P

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AK

9992

9B

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P

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09W

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AK

9992

9B

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lder

P

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11W

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AK

9992

9B

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lder

P

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21W

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AK

9992

9B

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lder

P

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22W

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AK

9992

9B

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lder

P

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23W

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AK

9992

9B

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lder

P

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24W

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AK

9992

9B

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lder

P

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31W

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AK

9992

9B

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lder

P

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32W

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AK

9992

9B

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lder

P

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33W

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AK

9992

9B

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lder

P

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34W

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AK

9992

9B

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lder

P

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35W

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AK

9992

9B

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lder

P

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36W

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AK

9992

9B

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P

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37W

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AK

9992

9B

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P

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38W

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AK

9992

9B

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lder

P

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41W

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AK

9992

9B

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P

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42W

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AK

9992

9B

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lder

P

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3W

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AK

9992

9B

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P

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44W

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AK

9992

9B

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P

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51W

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AK

9992

9B

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P

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52W

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AK

9992

9B

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P

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53W

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AK

9992

9B

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P

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54W

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AK

9992

9B

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P

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55W

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AK

9992

9B

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P

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56W

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AK

9992

9B

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P

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57W

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AK

9992

9B

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P

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58W

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AK

9992

9B

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P

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61W

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AK

9992

9B

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P

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AK

9992

9B

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P

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71W

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AK

9992

9B

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P

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72W

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AK

9992

9B

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P

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73W

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AK

9992

9B

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P

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74W

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AK

9992

9B

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P

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75W

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AK

9992

9B

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P

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76W

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AK

9992

9B

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P

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AK

9992

9B

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P

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8W

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AK

9992

9B

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P

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AK

9992

9B

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P

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82W

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AK

9992

9B

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lder

P

O B

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91W

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AK

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9B

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93W

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AK

9992

9B

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P

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94W

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AK

9992

9B

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P

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95W

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AK

9992

9B

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P

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96W

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AK

9992

9B

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P

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97W

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AK

9992

9B

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P

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98W

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AK

9992

9B

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P

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AK

9992

9B

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P

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AK

9992

9B

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P

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AK

9992

9B

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P

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AK

9992

9B

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P

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AK

9992

9B

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P

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AK

9992

9B

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AK

9992

9B

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P

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21W

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AK

9992

9B

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P

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6W

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AK

9992

9B

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lder

P

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27W

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AK

9992

9B

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P

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28W

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AK

9992

9B

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P

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29W

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AK

9992

9B

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P

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30W

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AK

9992

9B

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P

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31W

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AK

9992

9B

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32W

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AK

9992

9B

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AK

9992

9B

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34W

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AK

9992

9B

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35W

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AK

9992

9B

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36W

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AK

9992

9B

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AK

9992

9B

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AK

9992

9B

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AK

9992

9B

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AK

9992

9B

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AK

9992

9B

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AK

9992

9B

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AK

9992

9B

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AK

9992

9B

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P

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AK

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9B

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P

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AK

9992

9B

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P

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AK

9992

9B

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AK

9992

9B

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AK

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9B

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P

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AK

9992

9B

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P

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AK

9992

9B

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P

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AK

9992

9B

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62W

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AK

9992

9B

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AK

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AK

9992

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AK

9992

9B

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P

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66W

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AK

9992

9B

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P

O B

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AK

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AK

9992

9B

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69W

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AK

9992

9B

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P

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71W

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AK

9992

9B

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P

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72W

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AK

9992

9B

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73W

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AK

9992

9B

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P

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4W

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AK

9992

9B

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75W

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AK

9992

9B

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76W

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AK

9992

9B

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AK

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9B

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AK

9992

9B

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AK

9992

9B

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AK

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9B

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P

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AK

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AK

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AK

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AK

9992

9B

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AK

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9B

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AK

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AK

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AK

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AK

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AK

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9B

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AK

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AK

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AK

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AK

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9B

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AK

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9B

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AK

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AK

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9B

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P

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AK

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AK

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AK

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9B

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AK

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9B

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AK

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AK

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AK

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9B

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AK

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AK

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AK

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AK

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AK

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9B

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P

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AK

9992

9B

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P

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31W

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AK

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AK

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9B

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AK

9992

9B

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P

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AK

9992

9B

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P

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35W

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AK

9992

9B

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P

O B

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AK

9992

9B

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P

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AK

9992

9B

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lder

P

O B

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38W

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AK

9992

9B

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lder

P

O B

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41W

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AK

9992

9B

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lder

P

O B

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42W

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AK

9992

9B

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lder

P

O B

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43W

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AK

9992

9B

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lder

P

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44W

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AK

9992

9B

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lder

P

O B

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45W

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AK

9992

9B

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lder

P

O B

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46W

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AK

9992

9B

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lder

P

O B

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AK

9992

9B

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lder

P

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8W

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AK

9992

9B

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lder

P

O B

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49W

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AK

9992

9B

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lder

P

O B

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50W

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AK

9992

9B

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lder

P

O B

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51W

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AK

9992

9B

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lder

P

O B

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52W

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AK

9992

9B

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lder

P

O B

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53W

rang

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AK

9992

9B

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lder

P

O B

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54W

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AK

9992

9B

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lder

P

O B

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55W

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AK

9992

9B

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lder

P

O B

ox 9

56W

rang

ell

AK

9992

9B

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lder

P

O B

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57W

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AK

9992

9B

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lder

P

O B

ox 9

58W

rang

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AK

9992

9B

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lder

P

O B

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61W

rang

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AK

9992

9B

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lder

P

O B

ox 9

62W

rang

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AK

9992

9B

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lder

P

O B

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63W

rang

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AK

9992

9B

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lder

P

O B

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64W

rang

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AK

9992

9B

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lder

P

O B

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65W

rang

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AK

9992

9B

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lder

P

O B

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66W

rang

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AK

9992

9B

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lder

P

O B

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67W

rang

ell

AK

9992

9B

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lder

P

O B

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68W

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AK

9992

9B

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lder

P

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9W

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AK

9992

9B

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lder

P

O B

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70W

rang

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AK

9992

9B

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lder

P

O B

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71W

rang

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AK

9992

9B

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lder

P

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72W

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AK

9992

9B

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lder

P

O B

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73W

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AK

9992

9B

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lder

P

O B

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74W

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AK

9992

9B

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lder

P

O B

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75W

rang

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AK

9992

9B

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lder

P

O B

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76W

rang

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AK

9992

9B

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lder

P

O B

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77W

rang

ell

AK

9992

9B

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lder

P

O B

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78W

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AK

9992

9B

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lder

P

O B

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81W

rang

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AK

9992

9B

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lder

P

O B

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82W

rang

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AK

9992

9B

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lder

P

O B

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83W

rang

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AK

9992

9B

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lder

P

O B

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84W

rang

ell

AK

9992

9B

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lder

P

O B

ox 9

85W

rang

ell

AK

9992

9

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14

Tit

le

Ad

dre

ssC

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Sta

teZ

ipB

oxho

lder

P

O B

ox 9

86W

rang

ell

AK

9992

9B

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lder

P

O B

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87W

rang

ell

AK

9992

9B

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lder

P

O B

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88W

rang

ell

AK

9992

9B

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lder

P

O B

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89W

rang

ell

AK

9992

9B

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lder

P

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AK

9992

9B

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P

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929

Box

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PO

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100

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AK

9992

9B

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P

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929

Box

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PO

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AK

9992

9B

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P

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Wra

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929

Box

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PO

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101

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AK

9992

9B

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P

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929

Box

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PO

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101

4W

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AK

9992

9B

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P

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Wra

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929

Box

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PO

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101

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AK

9992

9B

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P

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Wra

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929

Box

hold

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PO

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102

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AK

9992

9B

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P

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Wra

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929

Box

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PO

Box

103

2W

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AK

9992

9B

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P

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Wra

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929

Box

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PO

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AK

9992

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P

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Wra

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929

Box

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PO

Box

104

2W

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AK

9992

9B

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P

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Wra

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929

Box

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PO

Box

104

4W

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AK

9992

9B

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P

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Wra

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Box

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PO

Box

104

9W

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AK

9992

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P

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929

Box

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PO

Box

105

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AK

9992

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P

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Wra

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Box

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PO

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106

2W

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AK

9992

9B

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P

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Wra

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K99

929

Box

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PO

Box

106

4W

rang

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AK

9992

9B

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lder

P

O B

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Wra

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929

Box

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PO

Box

107

2W

rang

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AK

9992

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P

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Wra

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929

Box

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PO

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AK

9992

9B

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P

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Wra

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929

Box

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PO

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AK

9992

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P

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929

Box

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PO

Box

108

1W

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AK

9992

9B

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P

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929

Box

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PO

Box

109

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AK

9992

9B

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P

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Wra

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929

Box

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PO

Box

109

4W

rang

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AK

9992

9B

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P

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Wra

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929

Box

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PO

Box

110

2W

rang

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AK

9992

9B

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P

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Wra

ngel

lA

K99

929

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15

Tit

le

Ad

dre

ssC

ity

Sta

teZ

ipB

oxho

lder

P

O B

ox 1

104

Wra

ngel

lA

K99

929

Box

hold

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PO

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110

8W

rang

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AK

9992

9B

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P

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109

Wra

ngel

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K99

929

Box

hold

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PO

Box

111

0W

rang

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AK

9992

9B

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P

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Wra

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K99

929

Box

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PO

Box

112

1W

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AK

9992

9B

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lder

P

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122

Wra

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K99

929

Box

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PO

Box

112

3W

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AK

9992

9B

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P

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124

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929

Box

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PO

Box

113

1W

rang

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AK

9992

9B

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P

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132

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929

Box

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PO

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113

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AK

9992

9B

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P

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Wra

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K99

929

Box

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PO

Box

113

8W

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AK

9992

9B

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P

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929

Box

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PO

Box

114

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AK

9992

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P

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929

Box

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PO

Box

115

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AK

9992

9B

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P

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152

Wra

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929

Box

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PO

Box

115

3W

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AK

9992

9B

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P

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Wra

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929

Box

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PO

Box

116

1W

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AK

9992

9B

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P

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162

Wra

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929

Box

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PO

Box

116

3W

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AK

9992

9B

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P

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164

Wra

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929

Box

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PO

Box

116

8W

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AK

9992

9B

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P

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Wra

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PO

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AK

9992

9B

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P

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Wra

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Box

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PO

Box

118

1W

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AK

9992

9B

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P

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Wra

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929

Box

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PO

Box

118

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AK

9992

9B

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P

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Wra

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Box

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PO

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119

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AK

9992

9B

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P

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Wra

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Box

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PO

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119

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AK

9992

9B

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P

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Wra

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929

Box

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PO

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8W

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AK

9992

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P

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PO

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AK

9992

9B

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P

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Wra

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929

Box

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PO

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AK

9992

9B

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Wra

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929

Box

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PO

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121

3W

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AK

9992

9B

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P

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929

Box

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PO

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122

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AK

9992

9B

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P

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222

Wra

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K99

929

Box

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PO

Box

122

3W

rang

ell

AK

9992

9

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Page

16

Tit

le

Ad

dre

ssC

ity

Sta

teZ

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oxho

lder

P

O B

ox 1

224

Wra

ngel

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K99

929

Box

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PO

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122

8W

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AK

9992

9B

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P

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K99

929

Box

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PO

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123

0W

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AK

9992

9B

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P

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929

Box

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PO

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124

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AK

9992

9B

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P

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242

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929

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PO

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124

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AK

9992

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PO

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125

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AK

9992

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AK

9992

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AK

9992

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AK

9992

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9992

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AK

9992

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AK

9992

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AK

9992

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AK

9992

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9992

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AK

9992

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AK

9992

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9992

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9992

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AK

9992

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AK

9992

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AK

9992

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AK

9992

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9992

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AK

9992

9

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____

____

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17

Tit

le

Ad

dre

ssC

ity

Sta

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P

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344

Wra

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PO

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AK

9992

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P

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929

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PO

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AK

9992

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PO

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AK

9992

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P

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AK

9992

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9

____

____

____

____

____

____

____

____

____

____

____

____

__A

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dix

A -

Page

18

Tit

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ity

Sta

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AK

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9

____

____

____

____

____

____

____

____

____

____

____

____

__A

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dix

A -

Page

19

Tit

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Ad

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ity

Sta

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AK

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9

____

____

____

____

____

____

____

____

____

____

____

____

__A

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dix

A -

Page

20

Tit

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Sta

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AK

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9

____

____

____

____

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____

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____

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Page

21

Tit

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____

____

____

____

____

____

____

____

____

____

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A -

Page

22

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9

____

____

____

____

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____

____

____

____

____

____

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__A

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dix

A -

Page

23

Tit

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____

____

____

____

____

____

____

____

____

____

____

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__A

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dix

A -

Page

24

Tit

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____

____

____

____

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____

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____

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Page

25

Tit

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AK

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9

____

____

____

____

____

____

____

____

____

____

____

____

__A

ppen

dix

A -

Page

26

Tit

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Ad

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ity

Sta

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P

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AK

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9

____

____

____

____

____

____

____

____

____

____

____

____

__A

ppen

dix

A -

Page

27

Tit

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Ad

dre

ssC

ity

Sta

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P

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AK

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9

____

____

____

____

____

____

____

____

____

____

____

____

__A

ppen

dix

A -

Page

28

Tit

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Ad

dre

ssC

ity

Sta

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P

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AK

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9

____

____

____

____

____

____

____

____

____

____

____

____

__A

ppen

dix

A -

Page

29

Tit

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Ad

dre

ssC

ity

Sta

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P

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339

Wra

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30

APPENDIX C

Mailing Area Boundary Map

Appendix C – Page 1

Mailing Area Boundary Map

APPENDIX D

Public Scoping Meeting Advertisement, Affidavit, and Radio Advertisement

Downtown Improvements

KSTK 30‐second spot:

The City and Borough of Wrangell and the State of Alaska Department of Transportation and Public Facilities invite you to attend a public meeting on Tuesday, November 18, from 6:30pm to 9pm at the Nolan Center.

The focus of the meeting will be the reconstruction of Front Street. Landscaping design based on prior studies and utility upgrades and relocation will be included. The meeting will begin with an open house at 6:30pm followed by an informal project presentation at 7pm. Public comment is invited.

Plan to attend this meeting and have a say in the future development of Wrangell’s downtown!

APPENDIX E

Website Information

Downtown Revitalization Wrangell Road Improvements and Wrangell Utility Improvements Project

DOWL HKM is working with the State of Alaska Department of Transportation and Public Facilities (DOT&PF) and the City and Borough of Wrangell to implement the recommendations of the Wrangell Downtown Revitalization Report and Concept Plan (WDRR) and reconstruct the utilities in the downtown area.

At present, the downtown core is comprised of deteriorated and uneven concrete roads and sidewalks, undesignated and unsafe on-street parking, and utilities needing replacement. The downtown area is, however, rich with historical and cultural sites along with a working waterfront. The goal of this project is to upgrade and replace sidewalks, reconstruct utilities and resurface deteriorating roads on Front Street through a context sensitive design process. The project team will strive to preserve Wrangell's history, culture and character while integrating the necessary infrastructure improvements. Included will be design work related to Lynch Street, however, the reconstruction of Lynch Street will depend on available funding.

Project Status

The Wrangell Road Improvements and Wrangell Utility Improvements project is in the preliminary engineering and environmental evaluation phase. During this phase, DOWL HKM will be conducting broad-based research on the project area, including topographical surveys, utility investigations, geotechnical studies, archeological/cultural investigations, and one-on-one interviews with adjacent property owners.

We welcome your input and there will be numerous opportunities throughout the process to give us your thoughts and ideas. Updates regarding the project will be posted to this website for your review. If you would like to submit a comment on this project please click here.

Please click on the links below for additional project information.

Project Team

Page 1 of 2Wrangell, Alaska - Projects

12/30/2008http://www.wrangell.com/projects/articles/index.cfm?Project=1

City and Borough of Wrangell

Robert Prunella, Borough Manager Carl Johnson, Director of Public Works Carol Rushmore, Economic Development Director

DOT&PF

Arne Oydna, Consultant Coordinator Alan Steininger, Project Manager Jane Gendron, Environ. Impact Analyst III

DOWL HKM

Steve Noble, Project Manager Aaron Christie, Assistant Project Manager Kristen Hansen, Environmental Lead Peter Hildre, Lead Engineer Kristi Stuller, Public Involvement Lead

Contact Information

Email: [email protected] Phone (Kristi Stuller or Dawn Bailey): (907) 780-3533 Mail: 5368 Commercial Boulevard, Juneau, AK 99801

Project Information

2008 Wrangell Road and Utility Improvements Project

Project Schedule as of 11-18-08

Public Meeting Notes

Public Scoping Meeting 11-18-08

2006 Conceptual Design

Wrangell Downtown Revitalization Conceptual Design Report

Return To Projects


12/30/2008http://www.wrangell.com/projects/articles/index.cfm?Project=1

2008 Wrangell Road and Utility Improvements Project Additional Information concerning the 2008 Downtown Revitalization Project will be posted here.

The Project Schedule, as of November 18, 2008 is as follows:

Preliminary Engineering: Fall 2008 - Winter 2009 Environmental Assessment: Winter - Spring 2009 Final Design: Spring - Fall 2009 Right-of-Way & Utilities: Spring - Fall 2009 Bidding & Construction: 2010

For more information, or to submit written comments, please contact:

Dawn Bailey, Public Involvement Planner DOWL HKM 5368 Commercial Boulevard Juneau, Alaska 99801 Phone: (907)780-3533 Fax: (907)780-3535 [email protected]

File Attachments:

Project Fact Sheet


12/30/2008http://www.wrangell.com/projects/articles/detail.cfm?Project=1&Article=7&Return=inde...

Project Schedule as of 11-18-08 Project Schedule

File Attachments:

Project Schedule as of 11-18-08


12/30/2008http://www.wrangell.com/projects/articles/detail.cfm?Project=1&Article=10&Return=ind...

Public Scoping Meeting 11-18-08 Public Scoping meeting was held Tuesday, November 18, 2008 from 6:30pm to 9:00pm in the Nolan Center. Please see the attached presentation and notes from the meeting.

The Project Schedule, as of November 18, 2008 is as follows:

Preliminary Engineering: Fall 2008 - Winter 2009 Environmental Assessment: Winter - Spring 2009 Final Design: Spring - Fall 2009 Right-of-Way & Utilities: Spring - Fall 2009 Bidding & Construction: 2010

For more information, or to submit written comments, please contact:

Dawn Bailey, Public Involvement Planner DOWL HKM 5368 Commercial Boulevard Juneau, Alaska 99801 Phone: (907)780-3533 Fax: (907)780-3535 Email: [email protected]

File Attachments:

Public Meeting Notes of November 18, 2008

Public Scoping Meeting Presentation 11-18-08

Public Meeting Display Boards 11-18-08

Public Meeting Flyer


12/30/2008http://www.wrangell.com/projects/articles/detail.cfm?Project=1&Article=5&Return=inde...

State of Alaska Employee Directory DOT&PF Home Search DOT&PF

DOT&PF > Project Info

Select from the following list of projects links. This information will include highway and aviation projects which are currently funded. These projects may be in the planning, environmental, design, or construction phase. Project information includes summaries, updates, and notices of hearings or meetings, and public document reviews. This site is maintained by DOT&PF project managers and may not include all current projects.

Click here for all Alaska DOT&PF Project links

Southeast Region Projects

Construction Projects

Click here to see all Active SE Region Construction Projects

Design Project Websites

� Angoon Airport Master Plan � Angoon Airport EIS (external)

� Auke Bay Corridor (ABCor) Study � Egan Drive / 10th Street Intersection Improvements � Gravina Access Project � Haines Highway Improvements MP 3.5-MP 25.3 � Juneau Access � Ketchikan-South Tongass Highway Ferry Terminal � Kodiak Ferry Terminal � Klawock Airport Master Plan � Mid Region Access EIS (Bradfield Road) � Northern Panhandle Transportation Study � Pelican Boardwalk Repairs � Petersburg Airport Runway Safety Area Improvements � Sawmill Creek Road Upgrade � Sitka Access � Sitka Airport EIS (external) � Southeast Region Aviation System Plan � Sunny Point Intersection Improvements � Wrangell Road and Utility Improvements(external)

� West Egan Drive Corridor (WEDCOR) Study � Yakutat Airport Master Plan

Southeast Region Project Status Reports

Updated February 2009

� Preconstruction Projects (4.62 MB)

� AMHS Projects (855 KB)

� Construction Projects (2.34 MB)

� Maintenance and Operations Projects (768 KB)

State of Alaska | Print ready Page | DOT&PF Web Manager | DOT&PF Employee Directory | Terms of Use | Copyright | DOT&PF Home

Page 1 of 1Transportation & Public Facilities, State of Alaska, Northern Region Project Information

2/20/2009http://dot.alaska.gov/stwdplng/projectinfo/southeast.shtml

APPENDIX F

Public Scoping Comment Form, Fact Sheet, and Flyer

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APPENDIX G

Public Scoping Presentation, Meeting Notes, and Sign-in-Sheets

11/20/2008

1

Public ScopingMeeting

Tuesday, November 18, 2008

1

Meeting Schedule

• Open House 6:30 – 7:00 p.m.

• Presentation/Q&A 7:00 – 7:30 p.m.

• Open House 7:30 – 9:00 p.m.

2

11/20/2008

2

Introductions

• City and Borough of Wrangell

– Robert Prunella, Borough Manager

C l J h P bli W k

• Cultural Resource Consultants, LLC

– Michael Yarborough, Archeologist

– Carl Johnson, Public Works Superintendent

– Carol Rushmore, Economic Development Director

• Department of Transportation & Public Facilities

– Arne Oydna, P.E., Consultant Coordinator

– Jane Gendron Environmental

• Paleo Logics

– Paul Rushmore, Archeologist

• DOWL HKM

– Steve Noble, P.E., Project Manager

– Peter Hildre, P.E., Project Engineer

– Toby Lockhart, E.I., Assistant Project Engineer

– Brandie Hofmeister, Environmental – Jane Gendron, Environmental Impact Analyst III

– Alan Steininger, Project Manager

• Jensen Yorba Lott, Inc.

– Christopher Mertl, Landscape Architect

Analyst

– Dawn Bailey, Public Involvement Planner

3

Meeting Agenda

• Meeting Purpose

• Project Description• Project Description

• Purpose & Need

• Revitalization Report Recommendations

• Project Schedule

• Public Involvement Opportunities

4

11/20/2008

3

Meeting Purpose

• Provide information on the project– What Where When and WhyWhat, Where, When and Why

• Continue dialogue with the public

• Listen to comments, concerns and questions

5

Project Description

• The primary goal of the project is to enhance the downtown area through upgrading and replacingdowntown area through upgrading and replacing sidewalks, addressing parking issues, reconstructing utilities and deteriorated roads on Front Street, and providing interpretive opportunities and signage when possible.

• Included will be design work related to Lynch Street;• Included will be design work related to Lynch Street; however, the reconstruction of Lynch Street will depend on available funding.

6

11/20/2008

4

Project Area

7

Project Purpose & Need

• Implement the recommendations of the Wrangell Downtown Revitalization Report and Concept PlanDowntown Revitalization Report and Concept Plan (WDRR)

• Reconstruct the utilities in the downtown area

• Context sensitive design– Preserve Wrangell’s history, culture and character

– Address access, parking, pedestrian issues

8

11/20/2008

5

Project History

• 2000– The City of Wrangell, after considerable community input and y g y p

participation, developed the Downtown Wrangell Economic Enhancement Strategy (EES) to address growth and enhancement opportunities

• 2004– The Economic Development Committee reassessed the

recommendations of the EES and discussed potential changes and project implementation

2006• 2006– The community worked with design architects to identify and

explore various design alternatives for enhancing the downtown corridor and finalizing a conceptual design

9

Project History (cont’d)

• 2006– Publication of the Wrangell Downtown Revitalization Report andPublication of the Wrangell Downtown Revitalization Report and

Concept Plan

• 2008– DOT&PF issues request for proposals

– Public scoping meeting to discuss implementing the recommendations of the Revitalization Report and Concept Plan

10

11/20/2008

6

Conceptual Design Report Recommendations

• Revitalize Front Street

• Enhance downtown character• Enhance downtown character

• Organize pedestrian and vehicle use of space

• Extend and improve sidewalks for pedestrian safety and comfort

• Improve connectivity across and to Front Street

• Create a year-round pedestrian-friendly special use area

11

Simulations

Before Before

After After

12

11/20/2008

7

Existing Conditions

• Deteriorated and uneven concrete roads and sidewalks

• Unclear and inconsistent use of on street parking• Unclear and inconsistent use of on-street parking

• Utilities are old, in disrepair, and a maintenance burden

• Rich cultural and historic sites

• Pedestrian facilities don’t meet ADA criteria

13

Initial Fieldwork

• Engineers met with potentially impacted property owners for informal discussions about site specific utilitiesfor informal discussions about site specific utilities– Handed out public meeting flyers

• Collected video of the entire project area

• Inspected existing sewer manholes

• Investigated existing storm drain system

14

11/20/2008

8

Summary of What We’ve Heard

• Pedestrian safety concerns

• Sidewalks subsiding• Sidewalks subsiding

• Concerns with possible reduction in parking

• Concern with the need for the project

• Icing, drainage and freezing problems

• Make sure maintenance of improvements is a consideration

15

Project Schedule

• Preliminary Engineering Fall 2008 – Winter 2009

• Environmental Assessment Winter Spring 2009• Environmental Assessment Winter – Spring 2009

• Final Design Spring – Fall 2009

• Right-of-Way & Utilities Spring – Fall 2009

• Bidding & Construction 2010

16

11/20/2008

9

Submit Comments

• Any questions?

• Submit written comments to:

Dawn Bailey, Public Involvement PlannerDOWL HKM5368 Commercial BoulevardJuneau, AK 99801

Phone: (907) 780-3533Fax: (907) 780-3535( )

E-mail: [email protected]: www.wrangell.com, under the Projects tab

17

WRANGELL ROAD AND UTILITY IMPROVEMENTS

PUBLIC SCOPING MEETING NUMBER 1

NOVEMBER 18, 2008

NOTES

PRESENTATION OVERVIEW

Steve Noble (DOWL HKM) began the public meeting by asking how many of those in attendance had been involved in the Wrangell Downtown Revitalization Report and Concept Plan (WDRR). After noting that around half of those in attendance were involved in the WDRR, he explained that the purpose of this meeting was to continue that dialogue as the Wrangell Road Improvements and Utility Improvements project entered the design phase. He said public comment at this stage allows for a project design that reflects both the needs and desires of the public while adhering to design and engineering criteria.

Steve said the project’s goal is to revitalize Wrangell’s downtown core by upgrading and replacing sidewalks, addressing parking issues, and reconstructing utilities and deteriorated roads on Front Street. He said design work on Lynch Street is also within the project scope, but that construction on Lynch Street will depend on available funding.

During the presentation there was a question about whether the design and construction work would go all the way to Wrangell’s harbor. Steve explained that the project scope included Front Street down to Case Street, but that it did not include Shakes Street. He continued by emphasizing that it is a priority of this project to maintain the culture and character of Wrangell’s downtown core.

Christopher Mertl (Jensen Yorba Lott, Inc.) then presented a brief project history, explaining how he was part of the previous public meetings that helped craft the ideas presented in the WDRR. He provided a general overview of those ideas including improving Front Street as a “community room”; enhancing the downtown character; organizing pedestrian and vehicular use of space; extending and improving sidewalks for pedestrian safety and comfort; improving connectivity across and to Front Street; and creating a year-round pedestrian-friendly special use area. Christopher said the task now is to take the ideas presented in the WDRR and apply engineering concepts to them.

Steve then resumed the presentation by outlining the existing conditions in the project corridor and explaining the initial fieldwork that has already been done. This included investigating existing utilities, speaking to property owners, tracking outlets to storm drain lines and collecting video of the entire project area. He said some of the concerns that were raised during conversations with property owners included pedestrian safety concerns, differential settlement of the sidewalk, and maintenance of the improvements.

Wrangell Road and Utilities Improvements Public Scoping Meeting No. 1 - November 18, 2008 Page 2 Steve said currently the project is in the preliminary engineering phase with the environmental assessment scheduled to be complete in spring 2009. Both the final design and the right-of-way and utilities are scheduled to be complete in fall 2009, with construction expected to begin in 2010.

After explaining the many ways the public could submit comments on the project, Steve opened up the floor to questions and comments and the following is a summary of what was discussed. Project team responses are in italics.

What kind of timeframe do you anticipate that a project of this scope will take? How many months?

Steve said based on the current schedule the Wrangell Road Improvements and Utility Improvements project should be out for bid and ready for the 2010 construction season. He said he anticipated it being a one season project. Peter Hildre (DOWL HKM) said a similar project in downtown Juneau took three to four months and Steve said he believes it would be a similar amount of time for the Wrangell project. Al Steininger (DOT&PF) concurred provided that we did not run into a lot of field changes.

Steve noted potential concerns about how long Front Street would be under construction and how that would affect business and traffic circulation. He said the project team would be willing to speak with property owners one-on-one during the open house to discuss site-specific mitigation efforts.

How far back from Front Street are you going to correct the water that is currently ponding on the sidewalks?

Steve said generally the team will go to the property line, but for some of the cross-streets or cross-alleys the team may have to go further out to make sure the problem is properly addressed. He said all of this would be dealt with in the project design.

Peter pointed out that the team cannot go too far up side streets to repair the ponding problems because that would add a considerable amount to the cost of the project. He said, instead, it is important to have adequate storm drainage at the intersections with Front Street so that the ponding does not occur.

We have some natural springs that flow over the sidewalks and ice over on Front Street.

Steve said those issues can be addressed in the design and asked that those specific spots be pointed out to the project team.

Bump outs – where are they all located? You mentioned five.

Christopher said in the WDRR the bump outs are located at a majority of the intersections with Front Street. He said the idea behind them is to prevent cars from parking at intersections and to lessen the distance pedestrians have to cross the road. Christopher also said that according to 2005 calculations, adding bump outs would cause a loss of just five legal parking spaces on Front Street.

The bump outs that are displayed all have nice little trees standing in them, but I was told earlier that that is not really going to be the case, that you could drive over them, that they would be open to where the City could plow Front Street. I run large equipment and it

Wrangell Road and Utilities Improvements Public Scoping Meeting No. 1 - November 18, 2008 Page 3 creates a navigation problem for me. If I can roll over them that is fine, but if there are obstacles they could get run over.

Christopher said the turn radius of the large vehicles that drive down Front Street would be considered in the design of the project. He also said bump outs may not be installed at every location and that they could consist of different designs; however, Christopher said there was a general consensus in the WDRR public meetings that landscaping be included whenever possible. Christopher also stated that the ultimate project design may not be exactly like what is outlined in the WDRR.

I can meet with the team tomorrow and could drive one of the longer chassis and drive and make these turns so that you can video it and see.

Christopher said another advantage to bump outs is that they push cars further back from the intersections allowing large vehicles to get through safely and without having to make sharp turns.

Robert Prunella (City and Borough of Wrangell) commented that through the project’s Memorandum of Agreement, neither DOWL HKM nor the State could move forward on any design element without the City and Borough of Wrangell being on board.

Steve concurred with this idea saying that this project is a collaborative effort and that all of DOWL HKM’s project deliverables will be reviewed by both Wrangell and the State.

Somewhere in the publicity for this forum tonight I got the idea that the potential paving of Cassiar and Weber might be alluded to. Some of us have already expressed our concerns, and I would like to ask one question, this revitalization -- will that swallow up the potential money that had been hopefully assigned to the paving of Cassiar and Weber years ago? Or do I still have hope?

Robert stated that there are other opportunities for getting more funding for those streets and that those options are being explored.

If we could just get some emergency work done it would make us more patient.

Robert said there are funds provided for in the budget to temporarily alleviate the problems at Cassiar and Weber.

When can we talk to you about that?

Robert said the project is currently being partially engineered and that it would be best to speak with him once that is done.

Once you have the initial design complete and before it moves on, will we be able to see it and comment then so we can see where the bulb outs are on the sidewalks and the trees and all that stuff?

Steve said this meeting would not be the public’s only opportunity to comment on the project and that at every project submittal the documents would be sent in to the City and Borough of Wrangell to be made available for public review. As for another public meeting, Steve said no schedule has been set and that the public process is mostly in Wrangell’s control. Steve also said the project team plans to have continued face-to-face discussions with the property owners along the project corridor.

Wrangell Road and Utilities Improvements Public Scoping Meeting No. 1 - November 18, 2008 Page 4 If you look at our sidewalks here there is a lot of pitting in there from the salt and ice melt, what is your plan for that not showing up again in 20 years? Do you have something else besides concrete or some type of texture because it is going to be there if you use concrete.

Steve said more than likely the sidewalks will be constructed with concrete and Peter pointed out that it is how effectively the sidewalk surface is sealed that determines how much, and when, pitting occurs. He stated the concrete for this project will be from a local source and that he understands it to be very good concrete, but that it all boils down to how well the concrete is sealed. He also said inspection is important to making sure that sealant is put down properly.

Steve pointed out that concrete has a design life just as asphalt does, and that the main issue for the project team is to make sure the differential settlement issues do not continue and that there is good quality control when the concrete is laid in order to get the maximum design life.

My point is most of the time when people throw salt in there it just takes that top coat off. If you look at the library they have got this rock finish and I do not think salt would have as much of an effect on that, I would not think.

Steve clarified that this finish is called an “exposed aggregate” finish and that depending on the size of the aggregate, this finish is not always Americans with Disabilities Act compliant. Christopher also pointed out that as far as maintenance with this aggregate, you do not want to put chemical deicers on them for the first two years. However, he noted this was the easiest way to get rid of ice and that because of this he is finding that newer sidewalks need to be replaced after just a few years. Christopher said the sidewalks that are currently in Wrangell are around 30 years old and have naturally reached the end of their design life.

Peter stated if you have more of a grain on your sidewalks, they will hold on to the salts more causing the rock to gradually be eaten away. He said smoother sidewalks allow for the water and salt to run off more easily, and that there are a lot of other factors that affect the design life of sidewalks.

J70112.Public Mtg No. 1.Notes.111808.DNB.121108.tla

APPENDIX H

Public Scoping Comments

Non-Motorized Transit

Support for upgrading sidewalks so that they are ADA compliant.Issue Statement:

2190 7200

Alice P. O. Box 381 Wrangell Alaska

874‐3885 [email protected]

Replacement of sidewalks is definitely needed. There are, I am told, 12 people in town who use the little "scootemobiles" to get around town (I know 2 of them). I don't know if they are supposed to drive in the street or on the sidewalk, but they can only go over 1 1/2" in height I'm told. I assume there will be access for them to get to a store. I noticed walking here tonight that the alleyways slope ‐‐ hard to navigate them with slush and ice on. Thanks for all you are doing.

11/25/2008

ID: id: Parent: 0

Borg

Planning & Design Issue

Consider truck movements in project design.Issue Statement:

2187 7203

No

[email protected]

(Comment written on roll plot) Look into property (referencing area between Fennimore's and Elk's Lodge) for access to McKinnon with large trucks.

11/25/2008

ID: id: Parent: 0

Name

2188 7202

No

[email protected]

(Comment written on roll plot) Don't narrow this up (referencing area around intersection of Front Street and McKinnon Street). Parking already constricts the road width. Truck movements.

11/25/2008

ID: id: Parent: 0

Name

2272 7340

Jeremy P. O. Box 221 Wrangell Alaska 99929

907‐305‐0465 [email protected]

Consider long haul trucks with turnouts, plan for those. Flat driveway curb cuts, not pitched.

1/7/2009

ID: id: Parent: 7201

Maxand, Assembly Member

Does not support bulbouts in project design.Issue Statement:

Monday, February 23, 2009 Page 1 of 5

2184 7215

Stephen

[email protected]

You should also keep the bumpouts to an absolute minimum for snow removal. Bumpouts are just going to get trashed. It's going to be unsightly in the winter because that's where snow's going to be pushed up to.

12/1/2008


Cole

Support for bulbouts in project design.Issue Statement:

2275 7337



Removable bulbouts for the winter season would be nice.

1/7/2009



2383 7472

Wrangell Convention & PO Box 1350 Wrangell Alaska 99929

[email protected]

The CVB likes and supports the bumpouts for safety and aesthetics purposes. Once completed, the bumpouts will aid in pedestrian safety and access, as well as create a friendly appearance.

2/6/2009 11:20:33 AM


Visitor Bureau

Support for including Wrangell's history and culture in project design.Issue Statement:

2274 7338



Telescopes at certain spots you can look through and see historic images of parts of town would be nice... Historic display downtown highlighting the '52 fire and how it changed downtown.

1/7/2009



2273 7339



Incorporate petroglyph designs in signage.

1/7/2009



Support for maintaining current access options.Issue Statement:


2186 7213

Stephen

[email protected]

Being a pharmacy people stop by for 10 minutes, get their prescription and go. I need 10‐minute parking zones. The plan from last year was to take out the parking from the front of the drugstore. It's best not to take away people's access in front of the drugstore. It gets really slippery and people like to park close and walk the 5 yards to the store.

12/1/2008


Cole

2185 7214

Stephen

[email protected]

Also, the access road to Cow Alley, next to my building, they wanted to close off. I'm not real keen about blocking off that road. You have to keep it open for emergency access.

12/1/2008


Cole

Support for project's effect on downtown revitalization.Issue Statement:

2385 7470


[email protected]

This is not just a sewer and road job. This project will revitalize our downtown and assist in efforts to revitalize the local economy.

2/6/2009 11:07:38 AM


Visitor Bureau

2381 7474


[email protected]

We want to stress that the timeliness of the completion of this project is critical. Starting construction at the City Dock end first, so that if completed we could accommodate a ship and passengers, would be preferable.

2/6/2009 11:25:11 AM


Visitor Bureau

2384 7471


[email protected]

The Conceptual Plan had some very unique ideas for the area adjacent to the City Dock. This area is very important from a cruise ship standpoint, and the improvements planned for this area are critical for our continuing efforts to lure cruise ships to return to Wrangell.

2/6/2009 11:14:55 AM


Visitor Bureau

Purpose & Need

Concern over need for project.Issue Statement:


2183 7216

Stephen

[email protected]

I've lived in a lot of small towns in Colorado where they cutesied it up. It made it harder to get things done. It reduced traffic and as a result fewer people came downtown.

12/1/2008


Cole

Safety Issue

Concern over icing and/or water runoff.Issue Statement:

2377 7480


[email protected]

There is bad water runoff in front of Arrowhead.

2/6/2009 3:21:37 PM


Visitor Bureau

2378 7479


[email protected]

The dock area is muddy and icy and needs paving.

2/6/2009 3:20:39 PM


Visitor Bureau

2379 7476


[email protected]

There is very bad icing and runoff problems near the strawberry patch on Front Street and St. Michaels.

2/6/2009 11:26:50 AM


Visitor Bureau

Concern over pull‐in parking.Issue Statement:

2382 7473


[email protected]

The existing roadway in front of City Market is narrow. We hope that there will be careful review to ensure that private enterprise is not interfering with public roadways and safety. City Market is the only business where you can park as a pull‐in on the city's road. This is creating a hazardous, unsafe situation. The direct pull‐in parking was eliminated in front of the Nolan Center due to safety reasons and this road is much wider than in front of City Market. It should be eliminated on Front Street.

2/6/2009 11:23:00 AM


Visitor Bureau

Concern over waterfront approach to town.Issue Statement:


2380 7475


[email protected]

The waterfront approach (from City Dock) to town is difficult and dangerous for cars and pedestrians at the intersection to the Dock/Stikine Inn/Post Office/Front Street.

2/6/2009 11:26:05 AM


Visitor Bureau


APPENDIX I

Agency Scoping Meetings

Alaska Marine Highway

P:\Projects\J70112\GIS\ENV\Figure1.mxd

October 22, 2008

Wrangell Road and Utility Improvement Project

Figure 1Site and Vicinity Map

WO: J70112

_̂

!

!

Gulf of Alaska

Canada

Juneau

Anchorage

Fairbanks

Project Vicinity

0 52.5 Miles

¯

Project Location

November 11, 2008

Wrangell Road and Utility Improvement Project

Figure 2Proposed Action

WO: J70112

P:\Projects\J70112\GIS\ENV\Figure2.mxd

Project AreaEdge of PavementParcel BoundariesBuilding FootprintsExisting GreenspaceOff Street Parking

Proposed ImprovementsAdd greenspaceImprove sidewalksRepave Road Provide Utility Improvements ¯

0 150 30075 Feet

Wrangell Road and Utility Imrpovement Project Scoping Distribution List

Group First Last Title Address City State Zip Phone EmailAlaska Department of Environmental Conservation Dan Garner Environmental Engineer PO Box 111800 Juneau AK

99811-1800 907-465-5144 [email protected]

Alaska Department of Environmental Conservation - Division of Water William Ashton Environ Engineer II 555 Cordova St Anchorage AK 99501 907-269-6283 [email protected]

Alaska Department of Fish & Game Scott Forbes Fisheries Biologist II PO Box 200 Wrangell AK99929-0200 907-874-3822 [email protected]

Alaska Department of Natural Resources - Division of Ocean and Coastal Management Erin Allie Project Review Supervisor 302 Gold Street, Ste 202 Juneau AK 99801 907-465-4664 [email protected]

Alaska Department of Natural Resources - Division of Parks and Outdoor Recreation, SE Region Mike Eberhardt Parks Superintendent 400 Willoughby Avenue, 4th floor Juneau AK 99801 907-465-2481 [email protected] Department of Natural Resources: State Historical Preservation Office Judith Bittner

State Historic Preservation Officer 550 W 7th Ave Ste 1310 Anchorage AK

99501-3565 907-451-2290 [email protected]

EPA Drinking Water Program Bryan Yim US EPA Region 101200 Sixth Avenue, Suite 900, OWW-137 Seattle WA 98101 206-553-8575 [email protected]

National Marine Fisheries Service - Habitat Conservation Division Cindy Hartmann Biologist P.O. Box 21668 Juneau AK 99801 907-586-7638 [email protected]. Army Corps of Engineers, Alaska District Glen Justis East Section Chief P. O. Box 6898 CEPOA-R-E Elmendorf AFB AK

99506-0898 907-753-2712 [email protected]

United States Fish and Wildlife Service Steve Brockmann Acting Field Supervisor 3000 Vintage Blvd, Suite 201 Juneau AK 99801 907-780-1161 [email protected]

United States Forest Service Mark Hummel Wrangell District Ranger PO Box 51 Wrangell AK 99929 907-874-2323 [email protected]

City of Wrangell Carol RushmoreEconomic Development Director P.O. Box 531 Wrangell AK 99929 907-874-2381 [email protected]

Wrangell Cooperative Association Wilma Stokes President P.O. Box 868 Wrangell AK 99929 907-874-2612 [email protected]

Wrangell Museum/Nolan Center Dennis Chapman Museum Director PO Box 1050 Wrangell AK 99929 907-874-3770 [email protected]

Sealaska Corporation Chris McNeil, Jr. President and CEO13810 SE Eastgate Way, Suite 420 Bellevue WA 98050 425-283-0601 [email protected]

Central Council Tlingit Haida Indian Tribes Bob Martin President320 W. Willoughby Avenue, Suite 300 Juneau AK 99801 907-463-7105

Sealaska Heritage Institute Rosita Worl President One Sealaska Plaza, Suite 400 Juneau AK 99801 907-463-4844 [email protected]

CC List:

Alaska Department of Transportation Arne Oydna Project Manager 6860 Glacier Hwy, MS-2506 Juneau AK99811-2506 907-465-4496 [email protected]

Alaska Department of Transportation Carl Schrader Enviornmental Manager 6860 Glacier Hwy, MS-2506 Juneau AK99811-2506 907-465-4544 [email protected]

City and Borough of Wrangell Robert Prunella Manager P.O. Box 531 Wrangell AK 99929 907-874-2381 [email protected]

Environmental Protection Agency Jennifer CurtisReviewer/Compliance Coordinator 222 West 7th Ave., #19 Anchorage AK 99513 907-271-6324 [email protected]

Federal Highways Administration - Alsaka Division Tim Haugh

Environmental and Right-of-Way Programs Manager P.O. Box 21648 Juneau AK

99802-1648 907-586-7430 [email protected]

DOWL HKM Brandie Hofmeister Enviromental Specialist 4041 B Street Anchorage AK 99503 907-562-2000 [email protected] 1

1

Dawn N. Bailey

From: Brandie T. HofmeisterSent: Tuesday, December 16, 2008 4:00 PMTo: Kristina K. Stuller; Dawn N. BaileySubject: FW: Wrangell Agency Comments

More agency comments for you….. Thanks ladies!

From: Gendron, Jane D (DOT) [mailto:[email protected]] Sent: Tuesday, December 16, 2008 3:58 PM To: Brandie T. Hofmeister Cc: Oydna, Arne (DOT) Subject: FW: Request for comments/agency scoping - Wrangell Road and Utility Improvement Project Brandie, here is some feedback from DEC. Dan left me a voice message today and I need to call him back about participation in the project review team. Talk with you later. Jane

From: Gilder, Cindy J (DEC) Sent: Tuesday, December 16, 2008 3:50 PM To: Garner, Daniel J (DEC); Ashton, William S (DEC); Freeman, Joran (DEC) Cc: Gendron, Jane D (DOT) Subject: RE: Request for comments/agency scoping - Wrangell Road and Utility Improvement Project It does not appear there are any impaired waters in the area so we wouldn’t have any comments. Cindy J. Gilder Manager, Non-point Source 907-269-3066 [email protected]

From: Garner, Daniel J (DEC) Sent: Tuesday, December 16, 2008 2:33 PM To: Ashton, William S (DEC); Freeman, Joran (DEC); Gilder, Cindy J (DEC) Cc: Gendron, Jane D (DOT) Subject: Request for comments/agency scoping - Wrangell Road and Utility Improvement Project DOT is asking for any comments from DEC on this project by January 9th. The facilities programs have no comments on this scoping request.

1

Dawn N. Bailey

From: Brandie T. HofmeisterSent: Tuesday, December 16, 2008 10:24 AMTo: Dawn N. Bailey; Kristina K. StullerSubject: Agency Comments on WrangellAttachments: image002.gif

From: Gendron, Jane D (DOT) [mailto:[email protected]] Sent: Monday, December 15, 2008 11:20 AM To: Brandie T. Hofmeister Cc: Oydna, Arne (DOT) Subject: FW: Wrangell Road and Utility Improvement Project--Scoping Process From: Eberhardt, Michael W (DNR) Sent: Monday, December 15, 2008 11:18 AM To: Gendron, Jane D (DOT) Subject: RE: Wrangell Road and Utility Improvement Project--Scoping Process Jane, It looks like the Park is well outside of the area you are looking at improving. Maybe next time. Thanks for keeping me in the loop.

ME Mike Eberhardt SE Area Park Superintendent Ph# 465-2481

From: Gendron, Jane D (DOT) Sent: Wednesday, December 10, 2008 3:50 PM To: Eberhardt, Michael W (DNR) Cc: Oydna, Arne (DOT); Tim Haugh; [email protected]; Bob Prunella; Schrader, Carl (DOT); Brandie T. Hofmeister Subject: Wrangell Road and Utility Improvement Project--Scoping Process Attached, please find a scoping letter and enclosures for your review and feedback regarding a proposed project in the City of Wrangell. Comments are due by January 9, 2009. Thank you. Jane Gendron Environmental Analyst III Department of Transportation & Public Facilities

2

P. O. Box 112506 Juneau, AK 99811‐2506

1

Dawn N. Bailey

From: Brandie T. HofmeisterSent: Tuesday, December 16, 2008 10:25 AMTo: Kristina K. Stuller; Dawn N. BaileySubject: Agency Comments on WrangellAttachments: image001.gif

From: Gendron, Jane D (DOT) [mailto:[email protected]] Sent: Monday, December 15, 2008 11:00 AM To: Brandie T. Hofmeister Cc: Oydna, Arne (DOT) Subject: FW: Wrangell Road and Utility Improvement Project--Scoping Process fyi From: Allee, Erin K (DNR) Sent: Wednesday, December 10, 2008 7:04 PM To: Gendron, Jane D (DOT) Cc: Batac, Claire C (DNR) Subject: RE: Wrangell Road and Utility Improvement Project--Scoping Process Hi Jane- Thanks for the heads up, when you get ready to submit applications send us the CPQ. Erin

From: Gendron, Jane D (DOT) Sent: Wed 12/10/2008 3:50 PM To: Allee, Erin K (DNR) Cc: Oydna, Arne (DOT); Tim Haugh; [email protected]; Bob Prunella; Schrader, Carl (DOT); Brandie T. Hofmeister Subject: Wrangell Road and Utility Improvement Project--Scoping Process

2

Attached, please find a scoping letter and enclosures for your review and feedback regarding a proposed project in the City of Wrangell. Comments are due by January 9, 2009. Thank you. Jane Gendron Environmental Analyst III Department of Transportation & Public Facilities P. O. Box 112506 Juneau, AK 99811‐2506

1

Dawn N. Bailey

From: Brandie T. HofmeisterSent: Tuesday, December 16, 2008 10:25 AMTo: Dawn N. Bailey; Kristina K. StullerSubject: Agency Comments on WrangellAttachments: image001.gif

From: Gendron, Jane D (DOT) [mailto:[email protected]] Sent: Monday, December 15, 2008 11:00 AM To: Brandie T. Hofmeister Cc: Oydna, Arne (DOT) Subject: FW: Wrangell Road and Utility Improvement Project--Scoping Process fyi From: Forbes, Scott N (DFG) Sent: Thursday, December 11, 2008 10:38 AM To: Gendron, Jane D (DOT) Cc: Cariello, James P (DFG) Subject: RE: Wrangell Road and Utility Improvement Project--Scoping Process Jane, Although the specifics within this scoping letter are minimal, I do not see any issues here. I’ve also bounced this off Jim Cariello (the habitat biologist for the Petersburg/Wrangell area) and he concurs that no issues are apparent. Happy Holidays. scott

From: Gendron, Jane D (DOT) Sent: Wednesday, December 10, 2008 3:50 PM To: Forbes, Scott N (DFG) Cc: Oydna, Arne (DOT); Tim Haugh; [email protected]; Bob Prunella; Schrader, Carl (DOT); Brandie T. Hofmeister Subject: Wrangell Road and Utility Improvement Project--Scoping Process Attached, please find a scoping letter and enclosures for your review and feedback regarding a proposed project in the City of Wrangell. Comments are due by January 9, 2009. Thank you. Jane Gendron Environmental Analyst III Department of Transportation & Public Facilities P. O. Box 112506 Juneau, AK 99811‐2506

1

Dawn N. Bailey

From: Brandie T. HofmeisterSent: Monday, January 05, 2009 9:47 AMTo: Dawn N. BaileySubject: FW: Wrangell Road and Utility Improvement Project--NEPA Scoping LetterAttachments: image001.gif

Dawn, Here are more agency comments. Thanks, Brandie

From: Gendron, Jane D (DOT) [mailto:[email protected]] Sent: Wednesday, December 31, 2008 2:38 PM To: Carol Rushmore Cc: Carl Johnson; Bob Prunella; Brandie T. Hofmeister; Kristen J. Hansen; Oydna, Arne (DOT) Subject: RE: Wrangell Road and Utility Improvement Project--NEPA Scoping Letter Thank you, Carol for your very valuable clarifications. I have included DOWL HKM in this reply and will also forward your attachment to them as well. I look forward to working with you in the new year. Jane From: Carol Rushmore [mailto:[email protected]] Sent: Wednesday, December 31, 2008 2:06 PM To: Gendron, Jane D (DOT) Cc: Ecodevwrangell; Carl Johnson; Bob Prunella Subject: Fw: Wrangell Road and Utility Improvement Project--NEPA Scoping Letter Dear Jane, This letter is in response to the NEPA scoping letter that was sent out on December 10, 2008. I would like to make a few comments for clarification purposes. Waterbodies: The statement that Wrangell Harbor is receiving storm water runoff from the project is inaccurate and may be confusing. The Harbor proper is farther away, at the end of Shakes Street, and likely not receiving direct runoff from the current scope of project. The Wrangell Port facilities, however, which includes the waterfront industrial property fronting Front Street and the container fill property adjacent to City Dock could have runoff that is emptied into Zimovia Straits, but not the Wrangell Harbor proper. Coastal Zone: City and Borough of Wrangell is located in the Wrangell Coastal District. Wrangell does not have a CZM plan. Floodplains: You are correct that Wrangell does not participate in the National Flood Insurance Program. We do, however, have FIRM maps, and the Project Area is in Zone C out of the flood hazard area, except for the container fill area. Infact, the map showing the project area was updated with LOMR in 2006 to remove the property the Nolan Center is on out of the Flood Hazard Area. The Panel Number is 16 of 45, Community Panel No. 020098 0016B Effective 6/15/1982. I have attached a copy of the LOMR dated 5/10/06 for your files. Thank you for this opportunity to comment.

2

Carol Rushmore Economic Development Director City and Borough of Wrangell P.O. Box 531 Wrangell, AK 99929 907-874-2381 fx 907-874-3952 [email protected] Please check out our website at www.wrangell.com ----- Original Message ----- From: Gendron, Jane D (DOT) To: [email protected] Sent: Wednesday, December 10, 2008 4:08 PM Subject: FW: Wrangell Road and Utility Improvement Project--Scoping Process From: Gendron, Jane D (DOT) Sent: Wednesday, December 10, 2008 3:50 PM To: Garner, Daniel J (DEC) Cc: Oydna, Arne (DOT); Tim Haugh ([email protected]); '[email protected]'; Bob Prunella ([email protected]); Schrader, Carl (DOT); 'Brandie T. Hofmeister' Subject: Wrangell Road and Utility Improvement Project--Scoping Process Attached, please find a scoping letter and enclosures for your review and feedback regarding a proposed project in the City of Wrangell. Comments are due by January 9, 2009. Thank you. Jane Gendron Environmental Analyst III Department of Transportation & Public Facilities P. O. Box 112506 Juneau, AK 99811‐2506

COMMUNICATION RECORD

Date/Time: December 16, 2008 / 1400 With: Bill Hanson, USFWS, Juneau

Noted by: Brandie T Hofmeister, DOWL HKM Project: Wrangell Road and Utility Project Subject: Threatened and Endangered Species

Project Number: J70112 Phone Number: 907-780-1161

Ms. Hofmeister spoke with Mr. Hanson regarding the Wrangell Road and Utility Project. Mr. Hanson said that there are no threatened or endangered species in the project area.

The consultation login number was 71440‐2009‐SL‐0008.

Wrangell Agency Scoping

Group First Last Title Phone

Contacted Via Mail 12-10-08

Contacted Via Email 12-10-08

Date Response Received

Date of Follow up Call Comment

Alaska Department of Environmental Conservation Dan Garner Environmental Engineer 907-465-5144 Y Y 12/16/2008 NAAlaska Department of Environmental Conservation - Division of Water William Ashton Environ Engineer II 907-269-6283 Y Y 2/4/2009

reviewed by DEC (http://dec.state.ak.us/water/wnpspc/storm

Alaska Department of Fish & Game Scott Forbes Fisheries Biologist II 907-874-3822 Y Y 12/11/2008 NA

Alaska Department of Natural Resources - Division of Ocean and Coastal Management ERIN ALLIE Project Review Supervisor 907-465-4664 Y Y 12/10/2008 NA

Alaska Department of Natural Resources - Division of Parks and Outdoor Recreation, SE Region Mike Eberhardt Parks Superintendent 907-465-2481 Y Y 12/15/2008 NAAlaska Department of Natural Resources: State Historical Preservation Office Judith Bittner

State Historic Preservation Officer 907-451-2290 Y Y

Met with office reps on 1/12/09

EPA Drinking Water Program Bryan Yim US EPA Region 10 206-553-8575 Y Y NA In contact with Jennifer Curtis, EPANational Marine Fisheries Service - Habitat Conservation Division Cindy Hartman Biologist 907-586-7585 Y Y 1/13/2008 NAU.S. Army Corps of Engineers, Alaska District Glen Justis

U.S. Army Engineer District, Alaska Regulatory Division 907-753-5552 Y Y

Left voice message 2/6/09

United States Fish and Wildlife Service Steve Brockmann Acting Field Supervisor 907-780-1161 Y Y 12/16/2008

United States Forest Service Mark Hummel Wrangell District Ranger 907-874-2323 Y YLeft voice message

2/4/09

Wrangell District Coastal Zone Carol Rushmore Coastal Zone Manager 907-874-2381 Y Y 12/31/2008 NAWrangell Cooperative Association - Federally Recognized Tribe Wilma Stokes President 907-874-2612 Y Y 2/4/2009

Does support revitalization plan. Noted that it has been slow in coming.

Wrangell Museum/Nolan Center Dennis Chapman Museum Director 907-874-3770 Y Y 2/4/2009

No comment at this time - doesn't think it will affect builidings. If artifacts are discovered, he'd like to be notifed.

Sealaska Corporation Chris McNeil, Jr. President and CEO 425-283-0601 Y Y

Left message with assistant and

followed up with email on 2/5/09

Central Council Tlingit Haida Indian Tribes Bill Martin President 907-463-7105 Y NLeft voice message

2/5/09

Sealaska Heritage Institute Rosita Worl President 907-463-4844 Y Y 2/5/2009 Will have Sara Dybdahl follow up with us.

Page 1

MEETING NOTES

Date/Time: 11-26-08 / 1300-1400 hrs Project: Wrangell Road and Utility Improvement Project Subject: EPA involvement in NEPA and 106 Process

Job Number: 1222.70112.01 (DOWL HKM); State Project No. 68829 / 67789

Attendees:

Brandie Hofmeister (DOWL HKM) Kristen Hansen (DOWL HKM) Jennifer Curtis (EPA) Arne Oydna (DOT) Jane Gendron (DOT)

Ms. Hofmeister opened the meeting by discussing its purpose: to determine EPA’s involvement in the NEPA and Section 106 Process in the Wrangell Road and Utility Improvement Project. She briefly explained the project details to Ms. Curtis. Mr. Oydna pointed out that this project will not repave Front Street, but rather REPLACES existing concrete streets and sidewalks.

Ms. Curtis explained that because EPA is providing project funding, they do have to fulfill their NEPA obligations. She mentioned that while her initial inclination would be to use a categorical exclusion to complete the NEPA process, the presence of potentially historic buildings would require an Environmental Assessment to fulfill EPA’s NEPA needs. She indicated that the EPA can probably adopt FHWA’s EA (or they can be a co‐lead on the document.)

Ms. Curtis mentioned that she would prefer the EPA to do a separate Section 106 process and she will inquire with SHPO and others at EPA for advice on how to proceed.

Ms. Hansen asked if EPA would be the co‐lead or cooperating agency and if it would fall under SAFETEA‐LU’s environmental requirements. Both Ms. Gendron and Ms. Curtis will investigate the matter and determine the appropriate agency role in this project. MS. Gendron will speak with FHWA.

Ms. Gendron also mentioned that she is still trying to determine who will be the DEC contact, as they have also provided funds for this project.

In response to Ms. Gendron’s question, Ms. Curtis said that she would be the reviewer and contact for this project. She noted that she reviews all Alaska EISs and her workload can be quite substantial at times. However, under a normal workload, she could review an EA in 2‐3 days and would not expect to hold up the project. Ms. Curtis stated she is not expecting to be involved with the development of the alternatives for the EA.

Ms. Hansen noted that the Draft EA is scheduled to be completed in May 2009 and that a Phase I Environmental Site Assessment and a Cultural/Historical Review of the project area is underway.

Ms. Gendron and Ms. Curtis agreed that EPA should be added to the scoping letter and that the scoping letter should be sent out next week. Ms. Hofmeister will send updated scoping letters and mailing lists to both Ms. Gendron and Ms. Curtis for their review.

Ms. Curtis noted that EPA has recently revised their NEPA requirements and provided two copies of the revised document to Ms. Hansen. Ms. Curtis also provided a NEPA Checklist, and example SHPO letter, and the suggested EA Outline.

ACTION ITEMS

Action Item Who When Contact Tim Hugh (FHWA) to clarify EPA’s involvement and whether project should be processed under new SAFETEA‐LU Environmental Review Process

Jane Gendron ASAP

Discuss with EPA team EPA’s role in the NEPA and Section 106 process Jennifer Curtis ASAP Discuss with SHPO their preferred consultation process for multi‐agency projects Ms. Curtis talked to SHPO on 11/26/08. Ms. Judith Bittner mentioned that if two different initiation letters were sent, they would be combined in the same file for review. As a result of this conversation, Ms. Curtis said that she is comfortable with either combining the Section 106 process or performing separate consultations.

Jennifer Curtis Complete

Edit the draft agency scoping letters and provide to Ms. Gendron and Ms. Curtis for their review

Brandie Hofmeister

December 5

Determine the appropriate DEC contact person and their involvement in the NEPA and Section 106 process.

Jane Gendron ASAP

of 2

MEETING NOTES

Date/Time: 1-7-09 / 8-9am Project: Wrangell Road and Utility Improvement Project Subject: EPA involvement in NEPA and 106 Process

Job Number: 1222.70112.01 (DOWL HKM); State Project No. 68829 / 67789 As noted by: Brandie Hofmeister

Attendees:

Jennifer Curtis (EPA) Tim Haugh (FHWA) Jane Gendron (DOT) Kristen Hansen (DOWL HKM) Brandie Hofmeister (DOWL HKM)

The purpose of the meeting was to discuss the Wrangell Road and Utility Project and to determine if EPA will be a co‐lead or cooperating agency on this project.

As a result of discussion it was determined that:

• EPA will be a cooperating agency and will adopt the FHWA EA

• FHWA will be lead agency for Section 106 process

• A combined government to government and Section 106 Initiation of Consultation letter will be sent to tribes with both EPA and FWHA logos on the letter and two signatures.

o Signatories will be: Dave Miller (FHWA) and Marcia Combs (EPA) o The SHPO 106 Letter will be sent out on FHWA letterhead with only FHWA signatures,

but will clearly define that FHWA is lead and that the letter also covers associated EPA actions

Will check to see if this will be acceptable to SHPO at 1/12/08 meeting

• Actions need to be clearly defined by funding source and will need to be specific about what is part of the “proposed action” that will get built with the current funding and what actions are not part of the funding and will be considered “secondary” or “cumulative” actions.

o Need to find more details on specific utility improvements covered by the EPA grant o Need to get details on improvements detailed in FHWA funding paperwork o Need more information on possible overhead powerline relocation to underground

• The proposed project could be covered by a Cat‐Ex, unless there are issues related to possible historic buildings or districts. Because Section 106‐related issues are anticipated, and there has been some public opposition to the proposed changes to parking spaces and proposed curb bulbs, we will proceed with an EA at this time.

of 2

ACTION ITEMS

Action Item Who When Need to clearly delineate which actions are associated with various funding sources and get more information on powerline relocation

Brandie Hofmeister

ASAP

Ask SHPO if combined 106 letter will be acceptable for their process Brandie Hofmeister or Jennifer Curtis

1/12/09 during SHPO meeting

Provide copy of EPA government to government template to Brandie Hofmeister for incorporation into the initiation of consultation letter

Jennifer Curtis 1/21/09

Share photos of project area with group Brandie Hofmeister

1/23/09

Get FHWA verbage from funding documents to share with group Jane Gendron 1/21/09 Contact Brian Yim and Ken Fisher for more information on EPA Grant Jennifer Curtis 1/21/09 Contact Carol Rushmore for more information on EPA and FHWA grants Brandie contacted Carol on 1/7/09

Brandie Hofmeister

Completed

WRANGELL AIRPORT AND UTILITY PROJECT

SECTION 106 MEETING – PROJECT INTRODUCTION JANUARY 12, 2009

State Project No. 68829 / 67789 MEETING ATTENDEES:

Federal Agency Representative Jennifer Curtis (EPA) DOT&PF Staff Arne Oydna (DOT&PF, Consultant Coordinator) Al Steininger (DOT&PF, Design Chief and Program Manager) Laurie Mulcahy (DOT&PF Headquarters, Environmental Manager) Jane Gendron (DOT&PF, Project Environmental Coordinator)(via telephone) DNR—SHPO Staff Doug Gasek (SHPO, Historian) Stephanie Ludwig (SHPO, Archeologist) City of Wrangell Robert Prunella (City of Wrangell –Borough Manager) (via telephone) Carl Johnson (City of Wrangell –Director of Public Works) (via telephone) Carol Rushmore (City of Wrangell –Economic Development Director) (via telephone) DOT&PF and Wrangell’s Consultant Staff Steve Noble (DOWL HKM, Project Manager) Brandie Hofmeister (DOWL HKM, Environmental Specialist) Michael Yarborough (CRC, Archeologist)

NOTES FROM MEETING: Introductions were made by Laurie Mulcahy. Laurie stated that the purpose of the informal meeting was to provide SHPO with an overview of project and she hoped that by the end of the meeting the group could agree on an area of potential effect and approach for the evaluation of historical resources. A Project Introduction and Summary was provided by Steve Noble. Robert Prunella questioned about the status of Lynch Street. It was clarified that Lynch Street would be involved in the preliminary engineering and the environmental, but at this point, is not going to be included in the final design. After discussion of more project details, Doug Gasek and Stephanie Ludwig agreed with the preliminary APE presented at the time. It was discussed that Paul Rushmore was researching data to determine archeological hotspots that could be used to develop a monitoring plan during construction.

Mike Yarborough discussed his approach of analyzing a historic district instead of individual buildings. Doug Gasek agreed that it was a reasonable approach, but noted that several “periods of significance” may be present and should be discussed accordingly. The schedule was noted to be very aggressive, but Mike Yarborough thought he could meet the March deadline for the Cultural and Historical Report. Both Arne Oydna and The City of Wrangell staff requested to be involved during the Section 106 process. It was noted that John Lohrey will be the FHWA lead. Jennifer Curtis would be the point of contact for EPA. Stephanie Ludwig stated that a single Section 106 process would be preferable for the two federal agencies. EPA agreed that FHWA could be the lead for the Section 106 process and note EPA’s involvement. The EPA and FHWA would both initiate consultation and government-to-government dialog with the federally recognized entities in a single letter to each entity. A letterhead would be developed that included both agencies logos and contact information.

oU5 Deportmentof Tronsportotion

FederolHighwoyAdminisirofion

Alaska Division

March 18, 2009

709 West 9th Street, Rm. 85lP.O. Box 21648

Juneau. AK 99802(907) 586-74t 8

(907) 586-1420 Fax

In Reply Refer To:HPRM-0003035y 68829

Mr. Dennis Chapman, Museum DirectorWrangell Museum/Nolan CenterP.O. Box l0-50Wrangell, Alaska 99929

Dear Mr. Chapman:

The Alaska Department of Transportation and Public Facilities (DOT&PF), in cooperation with theAlaska Division of the Federal Highway Administration (FHWA) and the U.S. Environmental ProtectionAgency (EPA), is proposing to improve road and utilities along Front and Lynch Streets in the downtownarea of Wrangell, Alaska. The FHWA is the lead federal agency for this project. The proposed projectarea is located on Wrangell Island in Southeast Alaska in Section 25, T625, R83E (l:63360 USGS

Quadrangle Petersburg B-2 NE) and consists of a seven (7) block corridor in downtown Wrangell(Figures I and 2).

For purposes of the National Historic Preservation Act, we are initiating this consultation with you toassist us in identifying historic properties that may be affected by the proposed project.

The primary goal of the Wr-angell Road and Utility Improvements Project is to replace sidewalks,rehabilitate and/or reconstruct utilities, and replace the deteriorating Front and Lynch Streets. Resultingsurfaces will meet State and federal requirements for the Americans with Disabilities Act, Although noroad alignment shifts are being evaluated by DOT&PF due to righrof-way constraints, project designalternatives include various parking configurations and landscaping opportunities within the corridor, as

well as different turnaround configurations at the City pier. Utility work would rehabilitate the sewerline, replace the water line, and improve the storm drain systems as necessary. Relocating overheadutility (electrical and communication) lines underground are also being considered.

The preliniinary Area of Potential Effect (APE) is shown on Figure 2. Because construction andimprovements are limited to the road and sidewalk areas, any buildings within the immediate viewshed ofthe road were considered in developing the APE. To account for possible visual effects of the project,the delineated APE follows the boundary lines of the properties adjacent to the road conidor.

In l9S5,theCityof Wrangellconductedahistoricbuildingsurvey. Itappearsthat l6buildingsofinterest identified by that slrrvey are within this project's APE. Those structures are noted belowaccording to their respective Alaska Heritage Resource Survey (AHRS) number and identified on Figure2:

AHRS # BUILDING NAMEPET-274 Matheson/AngermanPET-275 Miles/BenjaminPET-276 Grant/Buness (l )

PET-21'7 Grant/Buness (2)

PET-218 Patenaude/Grant

ADDRESS2 Front Street

l0 Front StreetPioneer Building (abandoned)l8 Front Street

22 Front Street.," ,1,"1.'4, rr+ -,

ffi s==ii

EGOHOI||Y i=^do

PET-283PET-284PET-286PET-287PET-294PET-295PET-296PET-29]PET-298PET-299PET-307

Campbell/OttesenWrangell FirehallWheeler/AngermanGreif/StoughUhler/NolanEngstrom/TaylorWaters/PhillipsKonatsu/GrossJenkins/HofstadBiehlNeymanGrant/!Vilcox

104 Front Street108 Front StreetI l6 Front StreetI 24 Front Street202 Front Street208 Front Street

214 &.216 Front Street218 Front Street

222 Front Street224 Front Street309 Front Street

Paul Rushmore, M.S., of Paleo Logics in Wrangell, and Michael Yarborough, M.A., of CulturalResources Consulting, LLC in Anchorage, are under contract to identify and evaluate potential historicproperties, including archaeological and cultural resources, in the downtown Wrangell area APE. Mr.Yarborough is also under contract to develop a construction work plan which will -quide actions shouldlunexpected historical or cultural rnaterial be discovered during excavation. Both contractors have begunwork to be finalized by April 2009.

If you have questions or comments related to this proposed project, I can be reached at the address above,by telephone at 907-586-'7245. or by e-mail at [email protected]. I also encourage you to include theDOT&PF, so that your comments and concerns may be immediately directed to project development.The point of contact is:

Mr. Carl Schrader, Southeast Region Environmental ManagerAlaska Department of Transportation and Public FacilitiesP.O. Box | 12506, Juneau, Alaska 998 I I -2506

[email protected], (907) 465-4544

Your timely response will greatly assist us in incorporating your concerns into project development. Forthat purpose, we request that you respond within thirty days of your receipt of this correspondence.

AlFletcherSoutheast Region/Safety and Operations Eng ineer

Enclosures:Figure l: Site and Vicinity MapFigule 2: Area of Potential Effect

cc w/o enclosures:Arne Oydna, P.E., DOT&PF Southeast Region Project ManagerCarl Schrader, DOT&PF Southeast Regional Environmental ManagerLaurie Mulcahy, DOT&PF HQ, Environmental Program ManagerJennifer Cufiis, US EPA, 222West 7th Ave., #19, Anchorage, AK 99513

Figure 1

Site and Vicinity Map

Wrangell Road and Utility Improvement project

DTf \^/L H KMOctober 22,2008 \NO: J70112

Pr\Projects\J701 1 2\clS\EN\ Figurei.mxd

finalenvironmentalassessment-appendicesd-h

Documents

street parking

street figure

mckinnon street

michaels street

parking supplemental

supplemental figures

feet supplemental figures

city pier supplemental