Preparatory Activities

Similar documents
November 30, 2017

W Legend. Urban Municipality. Township label. Section label. Cadastral Surface Parcel. To wn sh ip. River Lot. Section.

Section :18,056. Scale. Legend. Building. Corral. Dam. Dugout. Gate. Graveyard. Power. Pump. Spring. Trough. Well. Windmill. Fence.

Longview, WA. Kalama, WA PROJECT SITE. PROJECT: Kalama Manufacturing and Marine Export Facility Project FIGURE 1: VICINITY MAP

WATER QUALITY MONITORING PLAN PROPOSED SPRINGS EQUESTRIAN CENTER RESCUE, CALIFORNIA (APN )

BROWARD COUNTY ENVIRONMENTAL PROTECTION DEPARTMENT (EPD) MINIMUM CRITERIA FOR MONITORING WELL INSTALLATION AND SAMPLING

Shallow Interval Soil Metal Sampling Platte to Park Hill 39 th Avenue Channel Project Area City and County of Denver, Colorado

W and SE Legend. Urban Municipality. Township label. Section label. Cadastral Surface Parcel. To wn sh ip. River Lot.

Public Notice. 2. APPLICANT: Shepherd of the Valley Lutheran Retirement Services, Inc Silica Road. Austintown, Ohio 44515

Matre Forestry Consulting, Inc Lafayette Plaza Dr Suite 204 Albany GA Office (229) Fax (229)

Cost Estimate for Removal and Disposal of Contaminated Soil

2010 Utility Plan Amendment Boxelder Sanitation District

Public Notice. Notice No Revision 1-proposed mitigation change Closing Date: January 3, 2018

OREGON ADMINISTRATIVE RULES WATER RESOURCES DEPARTMENT CHAPTER 690 DIVISION 200 WATER SUPPLY WELL CONSTRUCTION STANDARDS TABLE 200-1

INVESTIGATION RESULTS

VOCs, including fuel oxygenates, via EPA Analytical Method The second soil sample from MW-24 (MW ) was analyzed for Total Organic Carbon.

2017 ANNUAL GROUNDWATER MONITORING AND CORRECTIVE ACTION REPORT

Bass Lake Wastewater Treatment Feasibility Report

DEPARTMENT OF THE ARMY U.S. ARMY CORPS OF ENGINEERS, SACRAMENTO DISTRICT 1325 J STREET SACRAMENTO CA PUBLIC NOTICE

Subject: Aquifer Test Observation Well Installation Work Plan Hilmar Cheese Company, Hilmar, Merced County, CA

Facility Site Proposed Laydown/Parking

Evaluating Suspended-Sediment Dynamics and Turbidity in the Upper Esopus Creek Watershed: A Comprehensive Study

June 28, Test Well Flow Rate Report MSD Underground Injection Control Wells City of Richlawn Louisville, Kentucky 40207

Pine Ridge Estate. Scott Saults Associate Broker Scott s Cell:

OAR Table 240-1

April 7, Webster Street Sub-Surface Stormwater Storage System Bid No Bid Date: 4/13/17 ADDENDUM NO 1

KIUC Pumped Storage. April 2015

SECTION GEOTECHNICAL INSTRUMENTATION

WESTERN AUSTRALIA. Kings Park, Perth WHERE SHOULD ALL THE TREES GO? STATE BY STATE

CAT BRANCH W16O016 & W16O017 OUTFALL RETROFITS FINAL DESIGN REPORT

2017 ANNUAL GROUNDWATER MONITORING AND CORRECTIVE ACTION REPORT

Inflow Design Flood Control System Plan

Environmental Management Chapter

2017 ANNUAL GROUNDWATER MONITORING AND CORRECTIVE ACTION REPORT

This report presents the findings of the subsurface exploration concerning the design of the taxiway rehabilitation. Description

Addendum No. 1 ASR Monitoring Well Drilling

WELL PERMIT APPLICATION

P Temporary piezometer. MW Piezometer to remain in place. P Temporary piezometer

THE REPUBLIC OF UGANDA THE WATER ACT (Cap. 152) The Water Resources Regulations, 1998

DRAFT FINAL Spokane River. Field Sampling Report

Treatment System Locations. Treatment System Sampling Activities and Analytical Results. June 15, 2011

SUBSURFACE ROTARY DRILLING INVESTIGATION SPECIFICATIONS

J ~~the following information: media type (soil cuttings and so forth), sampling location (well ID, Earth & Environmental

PN Comment Period: February 9, 2015 to March 9, 2015

Nye County Comptroller Accounting Contracts Finance Grants Purchasing

ACP BIOLOGICAL CONTROL MOVES TOWARD GRID RELEASE STRATEGY

April 16, Dear Mr. Beedie:

About TransCanada. At TransCanada, our mission is to safely, responsibly and reliably transport energy used by millions of North Americans every day.


Agenda Rio Linda / Elverta Community Water District Planning Committee

Air Quality Analysis Technical Memorandum

Document Separator DSO00. Document ID Number

4.0 BASIS OF CUMULATIVE ANALYSIS

ADDENDUM #1. January 29 th, 2019

APPENDIX K. Groundwater Monitoring Results

3901 Industrial Boulevard Indianapolis, IN 46240

IN-SITU CHEMICAL OXIDATION REMEDIATION PROGRAM INTERIM REPORT PHASE 2B

September 3, 2013 Via

Addendum to Mitigated Negative Declaration

Underground Heterogeneity 9/5/2017. Groundwater Monitoring Well Construction. Groundwater Sampling. Groundwater Movement and Related Terms.

INTRODUCTION. US 101 and OR 6 in downtown Tillamook and across Hoquarton Slough. The location of the

MUD ROTARY TECHNIQUES. MUD Rotary Drilling Method 12/11/2017. Roger E. Renner, MGWC MUD ROTARY DRILLING. Rotary Well Rig

Water Well Decommissioning Guidelines

This work will be completed in support of the corrective measures evaluation. The objectives of this study are as follows:

Going to Town in Fort Worth

Addendum No. 1. Remedial Assessment and Evaluation Services, Northern AUM Region, Cove and Sweetwater Areas

Sampling Plan Supplement PG&E Topock Interim Measures Drilling Program

September 9, Corzo Castella Carballo Thompson Salman, P.A. 901 Ponce de Leon Boulevard Suite 900 Coral Gables, Florida 33134

Joe Landowner Location: CARROLL County, IOWA Twp/Rng/Sec: 085N 035W 17

Monitoring Well Construction

Joe Landowner Location: Carroll, Iowa Twp/Rng/Sec: 082N 034W 08. Information and Estimated Cost Maximum pool surface area

Contaminated Media Management Plan. DEQ UST Site # Del Oeste Veterinary Clinic Prairie Road Eugene, Oregon

Attachment B: Field Forms and Notes

DES Waste Management Division 29 Hazen Drive; P.O. Box 95 Concord, NH

June 25, Oregon Department of Environmental Quality 300 SE Reed Market Road Bend, Oregon Attention: Mr. Cliff Walkey

Interim Source Removal Summary Groundwater Extraction System Former American Beryllium Company Site Tallevast, Florida

Information for File # MVP DAS

NEW SOUTH WALES. Wendy s Secret Garden

APPENDIX F Land Use Within 500M of Landfill Site

SUB-SLAB DEPRESSURIZATION SYSTEM DESIGN AND INSTALLATION

Existing System Evaluation Report for Onsite Wastewater Systems

APPENDIX A GENERAL FIELD PROCEDURES

Petroleum Restoration Program SITE ASSESSMENT PRP Workshop

REPORT OF LIMITED SUBSURFACE AND EXISTING PAVEMENT EVALUATION Melrose Street Reconstruction Winston-Salem, North Carolina S&ME Project No.

Appendix VIII. Guidelines for groundwater bores and wells

4 Chain of Lakes and Quarry Operations Impacts

for the January 2018 MRB Group Project No

CCR Groundwater Monitoring System

PWSID: PWS Name: Rush City PWS Type: Community PWS Status: Active

April 17, Dear Mr. Stella:

SECTION WATERTIGHTNESS TEST FOR PLANT TANKAGE STRUCTURES

4 Chain of Lakes and Quarry Operations Impacts

Public Notice ISSUED: August 9, 2016 EXPIRES: September 8, 2016

CHAPTER 32 - WELL ABANDONMENT ORDINANCE OF DUBUQUE COUNTY, IOWA. Adopted September 5, Part 1 Introduction...2

Planning for and Managing Artesian Well Conditions

Clarifier Soil Sampling Work Plan - Phase 2

REQUEST FOR BIDS WELL DRILLING & TESTING SERVICES I-77 EXIT 1 WATER SYSTEM PROJECT DESCRIPTION

1. Regulation Requirements

Typical Specifications of Compaction Grouting Scope

Identification. Module 4 Water Well Drilling Agreements

Transcription:

March 1, 2017 Ms. Katie Robertson Oregon Department of Environmental Quality 800 SE Emigrant, Suite 330 Pendleton, Oregon 97801 Re: Monitoring Well MW 25 Abandonment Fashion Cleaners Site (ECSI #1004) 623 Klamath Avenue Klamath Falls, Oregon 150 001 051/Task 2 Dear Ms. Robertson: This letter summarizes the abandonment of monitoring well MW 25 at the Fashion Cleaners site near the intersection of Klamath Avenue and 6th Street in Klamath Falls, Oregon (Figure 1). Abandonment activities were conducted on September 26, 2016, and included abandoning MW 25 by overdrilling in anticipation of building upgrades at the Kern Building adjacent to the former dry cleaner property (Figure 2). All work was completed for the Oregon Department of Environmental Quality (DEQ) under Task Order 22 13 51. Preparatory Activities Hart Crowser conducted a competitive bid solicitation for private utility locating, well abandoning, and for picking up and disposing of investigation derived waste (IDW). Based on cost and the ability to complete work within the required timeframe, the following subcontractors were selected: APS Locates of Portland, Oregon, to perform private utility locates at the abandonment location; Stratus Corporation (Stratus) of Gaston, Oregon, for abandonment of MW 25; and Waste Management of Portland, Oregon, to pick up and dispose of the IDW. Access to the well location was granted by an access agreement that DEQ has with the affected property owner. Abandonment Activities Well abandonment activities, including mobilization to the site, occurred on September 26, 2016, and were completed within one day. Monitoring well MW 25 was abandoned by overdrilling by Stratus, an Oregon licensed driller, in accordance with OWRD regulations (Oregon Administrative Rule 690 340). A copy of the decommissioning log is presented in Attachment A. Photographs of the abandonment activities are included in Attachment B. 6420 SW Macadam Avenue, Suite 100 Portland, Oregon 97239-3517 Fax 503.620.6918 Tel 503.620.7284

Oregon Department of Environmental Quality 150 001 051/Task 2 March 1, 2017 Page 2 Hart Crowser arrived on site the morning of September 26th with APS Locates to perform underground utility location in the area around MW 25 prior to abandonment activities. Abandonment by overdrilling consisted of removing the flush mounted monument and pulling the well riser casing and well screen from the ground (Photographs 1 and 2). Upon casing and screen removal, the well bore was overdrilled using a push probe drill rig with an auger head attachment to 27 feet below ground surface (bgs; Photograph 3). Hydrated bentonite chips were used to backfill the hole to approximately 2 feet bgs. Concrete was then placed on over the bentonite as a surface seal from 2 feet bgs to approximately 4 inches bgs, where asphalt patch was used to complete the backfilling to match the surrounding surfaces (Photograph 4). Investigation derived waste (IDW), including well casing, concrete, steel monument, bentonite/concrete bags, and personal protective equipment, was disposed of by Stratus as solid waste. Additional IDW generated during abandonment activities included approximately 7 cubic feet of soil cuttings generated during overdrilling and approximately 50 gallons of decontamination water. This IDW was containerized in two separate, labelled 55 gallon drums and stored on the site. Because tetrachloroethylene was detected at the site, a review of analytical data from the IDW samples was conducted. Based on the results, the DEQ issued a No Longer Contained In Determination on November 14, 2016, allowing the soil and decontamination water to be disposed of as non hazardous waste. The IDW was picked up on January 5, 2017, and delivered to Waste Management s disposal facility on January 31, 2017. The No Longer Contained In Determination and final disposal receipt are provided in Attachment C. Limitations Work performed by Hart Crowser for this project and in preparation of this letter was conducted in accordance with generally accepted professional practices in the same or similar localities, related to the nature of the work accomplished at the time our services were performed. This letter is for specific application to the referenced project and for the exclusive use of the DEQ. No other warranty, express or implied, is made. If you have any questions regarding this letter, please feel free to contact us. Sincerely, HART CROWSER, INC.

Oregon Department of Environmental Quality 150 001 051/Task 2 March 1, 2017 Page 3 ANTHONY CHAVEZ, RG Task Order Manager RICHARD D. ERNST, RG Program Manager Attachments: Figure 1 Vicinity Map Figure 2 Site Plan Attachment A Decommissioning Log Attachment B Photograph Log Attachment C IDW Disposal Documentation cc: Steve Campbell, DEQ (Headquarters)

Washington Portland OREGON Idaho Klamath Falls California Nevada Document Path: F:\Notebooks\150001051_DEQ Well Abandonments-Multiple Sites\GIS\T2-FashionCleaners\150001051T2_Fashion_Vmap.mxd Date: 2/1/2017 User Name: melissaschweitzer 0 1,000 2,000 4,000 Feet Sources: Esri, HERE, DeLorme, TomTom, Intermap, increment P Corp., GEBCO, USGS, FAO, NPS, NRCAN, GeoBase, IGN, Kadaster NL, Ordnance Survey, Esri Japan, METI, Esri China (Hong Kong), swisstopo, MapmyIndia, OpenStreetMap contributors, and the GIS User Community N Project Location Fashion Cleaners Site Klamath Falls, Oregon Vicinity Map 150-001-051 2/17 Figure 1

File: F:\Notebooks\150001051_DEQ Well Abandonments-Multiple Sites\CAD\T2-FashionCleaners\150001052T2-Fashion_MWLocs.dwg Layout:WellAbandon Date: 02-01-2017 Author: melissaschweitzer Mueller Building Former Unocal Site MW-25 MW-15 MW-9 MW-13 MW-12 LEGEND MW-27 MW-10 West Sump MW-18 6th Street Kern Sump S-2 MW-14 Mueller Sump Kern Sump S-1 Kern Building MW-5 MW-1 MW-6 MW-2 MW-8 Antique Building Sump S-1 MW-28 MW-10 MW-19C MW-4 MW-24 MW-26 MW-23 MW-26D MW-22 MW-3 MW-19A MW-7 MW-18 Antique Building Sump S-2 MW-25D MW-19B West Sump KOTI TV Building MW-21 MW-20 East Sump KOTI Parking Monitoring Well Decommissioned (September 2016) Intermediate Monitoring Well Shallow Monitoring Well Sump Monitoring Well Decommissioned (May 2015) 0 100 200 Scale in Feet MW-25 Former Fashion Cleaners Boundary 7th Street MW-27 MW-16 Public Parking Parking Walnut Avenue Main Street Fashion Cleaners Site Klamath Falls, Oregon Site Plan Klamath Avenue US Bank Drive-Through 150-001-051 2/17 Figure 2

ATTACHMENT A Decommissioning Log 150 001 051/Task 2 March 1, 2017

STATE OF OREGON MONITORING WELL REPORT (as required by ORS 537.765 & OAR 690-240-0395) KLAM 59692 10/21/2016 WELL I.D. LABEL# L 4437 START CARD # 1032287 Page 1 of 2 (1) LAND OWNER Owner Well I.D. MW-25 First Name Last Name Company FASHION CLEANERS Address 623 KLAMATH AVE City KLAMATH FALLS State OR Zip 97601 (2) TYPE OF WORK New Deepening Alteration (repair/recondition) Abandonment Conversion (3) DRILL METHOD Rotary Air Rotary Mud Cable Hollow Stem Auger Cable Mud Reverse Rotary Other (4) CONSTRUCTION Depth of Completed Well 27.00 ft. Special Standard MONUMENT/VAULT From To Piezometer Well (6) LOCATION OF WELL (legal description) County KLAMATH Twp 38.00 S N/S Range 9.00 E E/W WM Sec 32 NW 1/4 of the NE 1/4 Tax Lot 4900 Tax Map Number Lot Lat ' " or DMS or DD Long ' " or DMS or DD Street address of well Nearest address 623 KLAMATH AVE KLAMATH FALLS, OR 97601 (7) STATIC WATER LEVEL Date SWL(psi) SWL(ft) Existing Well / Predeepening Completed Well Flowing Artesian? Dry Hole? WATER BEARING ZONES Depth water was first found SWL Date From To Est Flow SWL(psi) + + SWL(ft) BORE HOLE Diameter 10.25 From 0 To 27 CASING Dia. Gauge Material From Steel To Wld Thrd Plastic (8) WELL LOG Ground Elevation concrete bentonite chips Material From 0 2 To 2 27 LINER Dia. Gauge Material From Steel To Wld Thrd Plastic SEAL From Material Amount To Grout weight FILTER From To Material Size of pack (5) WELL TESTS Yield gal/min Drawdown Drill stem/pump depth Duration (hr) Temperature Supervising Geologist/Engineer Water quality concerns? From To SCREEN Casing/Liner Diameter From To Slot Size F Lab analysis Yes By Yes (describe below) Description Material Pump Bailer Air Flowing Artesian Amount Units Date Started 9/26/2016 Completed 9/26/2016 (unbonded) Monitor Well Constructor Certification I certify that the work I performed on the construction, deepening, alteration, or abandonment of this well is in compliance with Oregon monitoring well construction standards. Materials used and information reported above are true to the best of my knowledge and belief. License Number 10652 Date 10/21/2016 Password : (if filing electronically) Signed LARS-ERIC LJUNGQVIST (E-filed) (bonded) Monitor Well Constructor Certification I accept responsibility for the construction, deepening, alteration, or abandonment work performed on this well during the construction dates reported above. All work performed during this time is in compliance with Oregon monitoring well construction standards. This report is true to the best of my knowledge and belief. License Number 1537 Date 10/21/2016 Password : (if filing electronically) Signed SCOTT FLAHERTY (E-filed) Contact Info (optional) Scott Flaherty 503.807.8611 ORIGINAL - WATER RESOURCES DEPARTMENT THIS REPORT MUST BE SUBMITTED TO THE WATER RESOURCES DEPARTMENT WITHIN 30 DAYS OF COMPLETION OF WORK Form Version:

ATTACHMENT B Photograph Log 150 001 051/Task 2 March 1, 2017

Photograph 1 Photograph shows monitoring well MW 25 after the flush mounted monument was removed. The top of the PVC well casing is visible within the hole. Photograph taken facing south. Photograph 2 Photograph shows the PVC well casing and well screen being removed prior to overdrilling. Photograph taken facing southwest. 150 001 051/Task 2 March 1, 2017

Photograph 3 Photograph shows overdrilling using the auger attachment on the push probe drill rig. Photograph taken facing south. Photograph 4 Photograph shows the asphalt patch over the MW 25 abandonment site. IDW drums can be seen along the building pending disposal. Photograph taken facing northwest. 150 001 051/Task 2 March 1, 2017

ATTACHMENT C IDW Disposal Documentation 150 001 051/Task 2 March 1, 2017