ML21076A483
| ML21076A483 | |
| Person / Time | |
|---|---|
| Site: | 07000925 |
| Issue date: | 02/26/2021 |
| From: | Environmental Properties Management, Enercon Services, Burns & McDonnell Engineering Co, Veolia Nuclear Solutions Federal Services |
| To: | Office of Nuclear Material Safety and Safeguards, Cimarron Environmental Response Trust, NRC Region 4 |
| Shared Package | |
| ML21076A479 | List:
|
| References | |
| Download: ML21076A483 (48) | |
Text
APPENDIX F - AGENCY CORRESPONDENCE
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environmental properties management. LLC May 6, 2016 Ms. Hillary Young Chief Environmental Engineer Oklahoma Department of Environmental Quality 707 North Robinson Oklahoma City, OK 73102 Re: Cimarron Environmental Response Trust Approval to Inject Treated Water Under Oklahoma's UIC Program
Dear Ms. Young:
Environmental Properties Management LLC (EPM) is the Trustee for the Cimarron Environmental Response Trust, which owns the former nuclear fuel production facility located in Logan County, OK. In December 2015, EPM submitted a decommissioning plan to complete the radiological decommissioning of the site to obtain termination of the Special Nuclear Materials license issued by the US Nuclear Regulatory Commission (NRC). Remediation of impacted groundwater at the site is the last remaining phase of remediation; this effort is jointly regulated by NRC and DEQ.
Groundwater remediation will consist of extracting impacted groundwater from the Cimarron River floodplain and treating the groundwater to remove uranium (the radiological contaminant) and/or nitrate (the non-radiological contaminant). The treated groundwater will comply with the drinking water standards of 30 micrograms per liter (ug/L) uranium and 10 milligrams per liter (mg/L) nitrate. Our plan is to discharge a portion of the treated water to the Cimarron River in accordance with an Oklahoma Pollution Discharge Elimination System (OPDES) permit.
The rest of the treated water will be injected into the shallow sandstones south of the floodplain to flush contaminants to recovery wells located in the floodplain, where it will be recovered for treatment. In the uppermost sandstone, treated water will be injected via shallow wells installed in injection trenches. Trenches will be excavated and backfilled with gravel to provide adequate hydraulic connection with the fractures and bedding planes within the sandstone. All trenches will be installed in an unconfined water-bearing zone, extending below the existing water table.
In one area, treated water will be injected into a deeper (approximately 70 feet below ground surface) sandstone via injection wells.
Treated water will not be injected under significant pressure to prevent hydraulic fracturing of the receiving bedrock formations. Shut-off switches will be installed in injection wells to cut off flow when the water reaches a point approximately 3 feet below grade, and to restore flow when the water reaches a point approximately 5 feet below grade. Consequently, injection will be gravity flow, with the pressure head being the difference between the potentiometric head in the well and the water table.
9400 Word Parkway* Kansas {ify, MO 64114 Tel.* 405-642-f 152
- ifux@envpm.com
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environmental properties management, LLC Ms. Hillary Young Oklahoma Department of Environmental Quality May 6, 2016 Page 2 Enclosed are two "Inventory oflnjection Wells" forms, one for each of the quarter sections in which groundwater remediation will be performed. Also enclosed are four drawings from the Decommissioning Plan. Figure 2-1 provides an aerial image of the site, showing the property boundaries. Drawing BMCD-GWREMED-C002 provides an aerial image of most of the site, showing the locations of the groundwater remediation infrastructure.
Injection of treated water will occur within the areas identified on BMCD-GWREMED-C002 as "C004" and "COOS". All of the injection infrastructure located in C004 lies within the northwest quarter of Section 12, T16N, R4W. All the injection infrastructure located in COOS lies within the northeast quarter of Section 12, T 16N, R4 W. The level of detail on this drawing is not sufficient to locate each injection trench and well. Drawings BMCD-GWREMED-C004 and BMCD-GWREMED-C005 are also enclosed to provide a more detailed picture of the groundwater remediation infrastructure in these two areas. For your convenience, I have annotated the locations of injection wells by placing a red dot on each one.
It is our understanding that these injection trenches and wells are Class 5 injection wells, and that no permit is required, as DEQ regulates Class 5 injection wells through "permit by rule". It is also our understanding that DEQ must be provided an inventory of wells and monthly reports of injection during operations. Due to the nature of the inventory, EPM attached a table to the "Inventory of Wells" form that describes the depth and length of each injection trench, as well as the depth, screened interval, and proposed maximum flow rate for each injection well.
DEQ approval to inject treated water during this remediation effort is requested herein. Please contact me at 405-642-5152 or via e-mail at jlux@,envpm.com should you have questions or desire clarification.
Sincerely, y~
Jeff Lux, PE Project Manager Attachments cc: Paul Davis, Oklahoma Department of Environmental Quality Ken Kalman, US Nuclear Regulatory Commission
U.S.
FlSH & WU.OUFE SERVICE United States Department of the Interior FISH AND WILDLIFE SERVICE :?i.
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Division of Ecological Services st 9014 East 21 Street Tulsa, Oklahoma 74129 918/581-7458 / (FAX) 918/581-7467 August 25, 2015 Online Project Review Concurrence Letter To: Bryan R. Gasper Burns & McDonnell Engineering Company, Inc.
9400 Ward Parkway Kansas City, Missouri 64114 Project Name: Cimarron Environmental Response Trust Site in Logan County, Oklahoma Burns & McDonnell Project No. 72454 USFWS Consultation Code: 02EKOK00-2015-SLI-1367
Dear Applicant:
Thank you for using the U.S . Fish and Wildlife Service (Service) Oklahoma Ecological Services Field Office online project review process. By providing this letter in conjunction with your project review package, you are certifying that you have accurately completed the online project review process for the referenced project in accordance with all instructions provided, using the best available information to reach your conclusions. Concurrence with "not likely to adversely affect" determinations does not provide any exemption for violations of section 9 of the ESA or "take" of federally-listed species. The Federal action agency is ultimately responsible for ensuring compliance with the ESA and any take that occurs due to your proposed action would be considered a violation under section 9 of the ESA.
This letter and the enclosed project review package complete the review of your project in accordance with the Endangered Species Act of 1973 (16 U.S.C. 1531-1544, 87 Stat. 884), as amended (ESA). This letter also provides information for your project review under the National Environmental Policy Act (National Environmental Policy Act of 1969 (P.L.91-190, 42 U.S.C.
4321-4347, 83 Stat. 852), as amended. A copy of this letter and the project review package must be emailed to okprojectreview@fws.gov for this certification to be valid. This letter and the project review package will be maintained in Service records. Please allow the OKESFO 60 days to review your information. If the OKESFO determines that the package is not complete, or that additional coordination is necessary, we will contact your office. If after 60 days from the time you emailed your project review package the OKESFO has not contacted your office, consider your section 7 consultation complete.
2 The proposed action consists of Burns & McDonnell Engineering Company, Inc. (Burns & McDonnell) is providing environmental support services for the Cimarron Environmental Response Trust (CERT) at a site formerly owned and operated by Kerr-McGee Nuclear Corporation (KMNC) in Logan County, Oklahoma (Project) (Appendix A). For the purpose of informal consultation with the U.S. Fish and Wildlife Service (USFWS), Burns & McDonnell conducted desktop analyses to evaluate threats to species protected by the Endangered Species Act (ESA) (16 U.S.C. 1531 et seq.), Bald and Golden Eagle Protection Act (BGEPA) (16 U.S.C. 668), and the Migratory Bird Treaty Act (MBTA) (16 U.S.C. 703).
Bums & McDonnell and CERT are requesting a concurrence with the findings of this desktop habitat assessment that the proposed Project has no effect or is not likely to adversely affect species protected under the jurisdiction of the USFWS.
The Project is located at a site that was formerly owned and operated by Kerr-McGee Nuclear Corporation. The onsite facilities were utilized for the production of mixed oxide fud and uranium fuel, including enriched uranium reactor fuel pellets and eventually fuel rods from 1966 to 1975. During this time, exposure of process water and material to the environment resulted in the contamination of the site groundwater. The site is now owned by the CERT.
The concentration of uranium, nitrates, and fluorides in the groundwater must be reduced to achieve unrestricted release of the site and license termination from the Nuclear Regulatory Commission (NRC). Additionally, other mitigation and compliance efforts will be completed to obtain a No Further Remediation Required notice from the Oklahoma Department of Environmental Quality (ODEQ). Mitigation of these constituents will be achieved through the extraction, treatment, and discharge of affected groundwater. These processes will require the construction of groundwater extraction wells, groundwater extraction trenches, groundwater injection wells, groundwater injection trenches, process piping, two outfalls to the Cimarron River, and groundwater treatment facilities. All best management practices (BMPs) will be implemented in compliance with associated erosion and sedimentation regulations for disturbance; thereby minimizing those associated impacts.
3 The project is expected to be completed:
July 2018 This project review is needed for:
The concentration of uranium, nitrates, and fluorides in the groundwater must be reduced to achieve unrestricted release of the site and license termination from the NRC. License termination from the NRC, in addition to other mitigation and compliance efforts, is needed for a No Further Remediation Required determination from the ODEQ.
The species conclusions table in the enclosed project review package summarizes your ESA conclusions. These conclusions resulted in "not likely to adversely affect/modify" determinations for listed species and critical habitat in relation to potential effects of your proposed project. We certify that the use of the online project review process in strict accordance with the instructions provided as documented in the enclosed project review package results in reaching the appropriate determinations. Therefore, we concur with determinations of "not likely to adversely affect" for listed species and critical habitat reached by proper use of this process. For projects where this particular determination is reached, additional coordination with this office is not needed.
Candidate species are not legally protected pursuant to the ESA. However, the Service encourages efforts to avoid or minimize adverse impacts to them from project effects. Some federal agencies have standing policies that grant limited protections to candidate species. Conservation of candidate species now may preclude future needs to federally list them as endangered or threatened, at which point their legal protection would become required. Please contact this office for additional coordination if your project action area contains candidate species.
Should project plans change or if additional information on the distribution of listed species or critical habitat becomes available, this determination may be reconsidered. You should re-visit the Service's Information, Planning, and Conservation (IPaC) website at http://ecos/fws.gov/ipac/
within 90 days of project inititaion to ensure species information is correct. If new species or critical habitat is identified, this letter is no longer valid and a new project package should be submitted to the OKESFO.
4 Information about the online project review process including instructions and use, species information, and other information regarding project reviews within Oklahoma is available at our website: <http://www.fws.gov/southwest/es/oklahoma/ >. If you have any questions, please call 918-581-7458 or send an email message to OKProjectReview@fws.gov.
Sincerely, Isl Jontie Aldrich Acting Field Supervisor Oklahoma Ecological Services Field Office
Enclosures:
- 1) ENTIRE PROJECT REVIEW PACKAGE:
0 Species Conclusion Table 0 IPaC Species List and Action Area map 0 This letter (Online Concurrence Letter) 0 (Optional) Additional maps
- 2) Other relevant project data/documents ODWC state list of protected species by county - Logan County, OK.
Weis, Brian From: Ok Project Review, FW2 < okprojectreview@fws.gov>
Sent: Monday, August 31, 2015 11:25 AM To: Gasper, Bryan R.
Subject:
Email received by FWS Re: USFWS-OK Kerr-McGee Cimarron project review Thank you for submitting your project through the U.S. Fish and Wildlife Service's Oklahoma Ecological Service Field Office project review website. This email serves as verification of your submission to OKprojectreview@fws.gov.
For future requests, please note the following Issues and Updates with the Project Review Webpage:
Please note that response times described in Steps 7a and 7b have changed from 60 days (65 for hardcopy 811912015 submissions) to 45 days (SO for hard copy submissions).
The Online Concurrence Letter (from Step 7a) and the Online Project Review Request Form (Step 7b) have 811912015 been updated. Please use these new documents with your project request.
The range of the American burying beetle in Oklahoma has been updated, as a result of positive survey 3/25/2015 findings along the western edge of the ABB's range in 2014. This change results in a range expansion by 3% in Oklahoma, or an additional 576,738 acres.
Project Review Website Known Issues 6/ 2412014 Our email return receipt for okprojectreview@fws.gov can provide only one response per email address every four hours. If you submit multiple requests within a four hour window, you may use the return receipt email from your initial project request as proof of additional project submittals.
1
BURNS ~ M~DONNELL September 8, 2015 Division Chief U.S. Army Corps of Engineers CESWT-RO 1645 South 101 st East Ave Tulsa, OK 74128 Re: Cimarron Remediation Project
Dear Sir/Madam:
Bums & McDonnell Engineering Company, Inc. (Bums & McDonnell) was retained by the Cimarron Environmental Response Trust (Trust) to provide wetland delineation and permitting services for the proposed Cimarron Remediation Project (Project). These actions are part of a larger effort to remediate groundwater contaminated by a former uranium enrichment facility.
INTRODUCTION The Project is located at a site that was formerly owned and operated by Kerr-McGee Nuclear Corporation (KMNC) (Figure A-1 in Appendix A). From 1966 to 1975, the onsite facilities were utilized for the production of mixed oxide fuel and uranium fuel including enriched uranium reactor fuel pellets and eventually fuel rods. During this time, exposure of process water and material to the environment resulted in the contamination of site groundwater. The site is now owned by the Trust. The concentration of uranium, nitrates, and fluorides in the groundwater must be reduced to achieve unrestricted release of the site and license termination from the U.S.
Nuclear Regulatory Commission (NRC) and the Oklahoma Department of Environmental Quality (DEQ). Mitigation of these constituents will be achieved through the extraction, treatment, and discharge of affected groundwater. These processes will require the construction of groundwater extraction wells, groundwater extraction trenches, groundwater injection wells, groundwater injection trenches, process piping, two outfalls to the Cimarron River, and groundwater treatment facilities.
The Project has the potential to impact wetlands or other waters of the U.S. that may be under the jurisdiction of the U.S. Army Corps of Engineers (USACE) as designated by Section 404 of the Clean Water Act. Bums & McDonnell conducted a wetland delineation for the Project to evaluate for the presence of waters of the U.S., including streams, creeks, and ponds. This report has been prepared to identify and assess potential impacts to these waters.
The Project Survey Area included in the wetland delineation (Figures A-2 and A-3) consists of land that may be disturbed during the construction and operation of groundwater remediation activities and totals approximately 600 acres. Some trenching will occur outside of the Survey Area, but will be confined to existing low-maintenance roads in these areas.
9400 Ward Parkway\ Kansas City, MO 64114 0 816-333-9400 \ F 816-333-3690 \ burnsmcd.com
BURNS Division Chief September 8, 2015 Page2 METHODS The following sections summarize the methods used to review existing data for the Survey Area and to conduct the onsite wetland delineation.
Desktop Evaluation Bums & McDonnell reviewed available background information for the Survey Area to identify locations where wetlands or streams were likely to be present. This information included:
- U.S. Fish and Wildlife Service (USFWS) National Wetland Inventory (NWI) Quadrangle:
Crescent, Oklahoma (2002)
- USGS National Hydrography Dataset (NHD) (2014)
- Natural Resources Conservation Service (NRCS) 2012 Soil Survey Geographic (SSURGO) digital data for Logan County, Oklahoma
- Geographic Information System (GIS) User Community aerial images (2015)
- Guidance from the Tulsa office of the USACE regarding the presence/absence of Section 10 Waters.
Wetland presence/absence depicted on the NWI maps was compared with local soil and hydrological data, aerial photography, and topographic maps to assess the most likely locations for wetlands and other waters of the U.S. based on available data. These maps are included as Figures A-2 and A-3.
Wetland Delineation A jurisdictional wetland delineation was conducted on April 23 through 25, 2015, by Jack Finley, senior wetland scientist, and Michael Hogan, Global Positioning System (GPS) specialist, both with Bums & McDonnell. The wetland delineation was conducted in accordance with the 1987 Corps of Engineers Wetlands Delineation Manual (1987 Manual) and Version 2.0 (2010) of the Regional Supplement to the Corps of Engineers Wetland Delineation Manual:
Great Plains Region (Regional Supplement). Sample plots were established and Wetland Determination Data Forms from the Regional Supplement were completed to characterize the Survey Area (Appendix B). Vegetation, soil conditions, and hydrologic indicators were recorded at each of these sample plots. Locations of the sample plots and water features were recorded using a sub-meter-accurate GPS unit. Natural color photographs of sample plots, wetlands, streams, and uplands were taken onsite and are included as Photographs C-1 through C-21 in Appendix C.
BURNS Division Chief September 8, 2015 Page 3 RESULTS The following sections describe the results of the existing data review and the completed wetland delineation.
Desktop Evaluation Topographic, NWI, and NHD information is shown in Figure A-2. The Survey Area is located in 1
the Cross Timbers Transition Zone of the Central Great Plains Ecoregion. It consists of rough plains that are covered by prairie grasses and eastern red cedar, scattered oaks, and elms. Terrain and vegetation are transitional between the less rugged, grass-covered ecoregions to the west and the hilly oak savanna to the east. Today, land use is a mixture of grassland and fallow ground.
This area has ridge and plain topography, with the ridges generally running north-south and the plains flat or gently sloped. The topography of the Survey Area ranges from an elevation of 1,010 feet on the bluffs overlooking the Cimarron River Floodplain to 930 feet within the floodplain. Topographic contours suggest that numerous drainageways likely to contain ephemeral or intermittent streams emanate from the bluffs into the floodplain.
NHD data indicates that the Project lies within the Lower Cimarron-Skelton Drainage Hydrologic Unit Code (HUC8) 11050002. NWI data indicate the presence of two freshwater ponds and one emergent wetland near the southern edge of the western Survey Area. NHD data shows an intermittent stream flowing through the eastern Survey Area toward the Cimarron River, which is a perennial river, with numerous freshwater wetlands evident throughout the channel.
As shown in Figure A-3, the NRCS SSURGO digital data indicate that the Survey Area includes 12 soil types:
- CoIC2 Coyle-Ironmound complex, 3 to 5 percent slopes, eroded
- DiRG Darsil-Rock outcrop complex, 15 to 45 percent slopes
- GaGA Gaddy-Gracemore complex, 0 to 1 percent slopes, frequently flooded
- GadA Gaddy loamy fine sand, 0 to 1 percent slopes, occasionally flooded
- GooE Goodnight fine sand, 1 to 15 percent slopes
- IrCE Ironmound-Coyle complex, 5 to 15 percent slopes
- LerA Lebron clay, 0 to 1 percent slopes, occasionally flooded
- PIT Pits
- URB Urban land
- YaaA Yahola loam, 0 to 1 percent slopes, occasionally flooded 1
Woods, A.J., Omernik, J.M., Butler, D.R., Ford, J.G., Henley, J.E., Hoagland, B.W., Arndt, D.S., and Moran, B.C.,
2005, Ecoregions of Oklahoma (color poster with map, descriptive text, summary tables, and photographs): Reston, Virginia, U.S. Geological Survey (map scale 1:1,250,000).
BURNS Division Chief September 8, 2015 Page 4
- Y ahA Yahola fine sandy loam, 0 to 1 percent slopes, occasionally flooded
- W Water Of these 12 soil types, 6 (Gaddy-Gracemore complex, 0 to 1 percent slopes, frequently flooded; Gaddy loamy fine sand, 0 to 1 percent slopes, occasionally flooded; Goodnight fine sand, 1 to 15 percent slopes; Lebron clay, 0 to 1 percent slopes, occasionally flooded; Y ahola loam, 0 to 1 percent slopes, occasionally flooded; and the Yahola fine sandy loam, 0 to 1 percent slopes) are included on the local and national hydric soil lists.
Aerial imagery indicates a river system with a forested riparian buffer followed by a broad herbaceous community. This community ends abruptly at another woody community that runs in a southwest to northeast direction. Several prominent wooded drainageways emanate from this community in a southerly direction. Numerous areas of disturbance including roads and excavated areas are present. Several dammed impoundments are adjacent to the Survey Area.
Wetland Delineation On April 22 through 24, 2015, Jack Finley, senior wetland scientist, and Michael Hogan, Global Positioning System (GPS) Specialist, both with Bums & McDonnell, conducted a wetland delineation of the Survey Area. The vegetation, soils, and hydrology within the Survey Area are described below.
Vegetation. The Survey Area was largely composed of grassland. Typical vegetation in the upland portions of the Survey Area included drooping brome (Bromus tectorum ), southern Sedge (Carex austrina), goldenrod (Solidago sp.), common hackberry (Ce/tis occidentalis), and green ash (Fraxinus pennsyvanica).
Soils. Typical upland soils were dark reddish brown (5YR 3/4 or 5YR 4/6) or dark red (2.5YR 4/4 or 2.5YR 3/4) and silt or sand in texture. Wetland soils were also dark reddish brown (5YR 3/4 or 5YR 4/6) and sandy or silty in texture.
Hydrology. The primary sources of hydrology within the Survey Area are precipitation and surface water runoff. Common hydrology indicators included geomorphic position and a positive PAC-Neutral Test.
Jurisdictional Areas One Palustrine Emergent (PEM) wetland, one perennial stream, and two intermittent streams were identified during the wetland delineation (Figure A-4; Photographs C-3 through C-21).
Sample plots were located in the wetlands and adjacent uplands. USACE data forms from the Regional Supplement were completed for each sample plot (Appendix B).
BURNS Division Chief September 8, 2015 Page 5 Wetlands Wetland 1 (W-1) . W-1 (0.28 acre) is a PEM wetland located in the northern portion of the Survey Area (Figure A-4; Photographs C-6, C-7, and C-9). Vegetation in this wetland was dominated by littletooth sedge (Carex microdonta), reed canary grass (Phalaris arundinacea), and stinging nettle (Urtica dioica). The hydrology was indicated by Geomorphic Position (D2) and a positive F AC-Neutral Test (A2).
Streams Stream 1 (S-1) S-1 is a perennial stream (Cimarron River) that flows in an easterly direction at the northern boundary of the Survey Area (Figure A-4; Photographs C-15 and C-16). S-1 averaged more than 400 feet wide, and 988 linear feet of its length were delineated within the Survey Area. S-1 is approximately 6 feet deep at the ordinary high water mark (OHWM).
Surrounding vegetation included sandbar willow (Salix interior) and eastern red cedar (Juniperus virginiana).
Stream 2 (S-2) S-2 is an intermittent stream that flows in a northerly direction through the Survey Area (Figure A-4; Photographs C-17 and C-18). S-2 averaged 3 feet wide, and 326 linear feet of its length were delineated within the Survey Area. S-2 had a depth of 0.5 foot at the OHWM, and the substrate of S-2 consisted of silt and sandstone.
Stream 3 (S-3) S-3 is an intermittent stream that flows in a northerly direction through the Survey Area (Figure A-4; Photographs C-20 and C-21 ). S-3 averaged 3 feet wide, and 1,395 linear feet of its length were delineated within the Survey Area. The substrate of S-3 consisted of silt and sandstone, and the depth at the OHWM was 0.3 foot.
SUMMARY
Burns & McDonnell conducted a wetland delineation of the Survey Area to identify wetlands and other waters of the U.S. One wetland and three stream channels were identified. Although impacts to these waters will be avoided to the extent practicable, the installation of the two outfall structures will create permanent, unavoidable impacts at the Cimarron River (S-1 ).
Additionally, temporary impacts will occur at W-1 due to open trenching during construction of the outfall at that location. As a result, it is anticipated that the Project will require authorization under a Nationwide Permit 7 (NWP 7) for intake and outfall structures, requiring formal notification to the USACE.
Burns & McDonnell on behalf of the Trust would like to respectfully request a preliminary jurisdictional determination of the waters described in this report. Additionally, we would like to request concurrence that the Project, as currently designed, would qualify for authorization under aNWP 7.
BURNS Division Chief September 8, 2015 Page 6 If you have any questions or require additional information, please contact me by telephone at (816) 822-4311 or by e-mail at jbailey@bumsmcd.com.
Sincerely, tt~u~
Justin E. Bailey, PWS Senior Wetland Specialist Attachments:
Appendix A - Figures Appendix B - USACE Data Forms Appendix C - Ground Photographs cc: Brian Weis - Bums & McDonnell John Hesemann - Bums & McDonnell Jeff Lux - Environmental Properties Management
BURNS ~ M£DONNELL 02/09/2017 David Ball Logan County Emergency Management 312 East Harrison Guthrie, OK 73044 Re: Floodplain Permit Application for the Environmental Properties Management, LLC Groundwater Remediation Project
Dear Mr. Ball,
Environmental Properties Management LLC (EPM), a Trustee for the Cimarron Environmental Response Trust (CERT), has retained Bums & McDonnell Engineering Company, Inc. (Bums &
McDonnell) to provide FEMA floodplain permitting for the proposed Groundwater Remediation Project (Project). These actions are part of a larger effort to remediate groundwater contaminated by a former nuclear fuel production facility.
The Project is located at a site that was formerly owned and operated by Kerr-McGee Nuclear Corporation (KMNC) in Logan County, Oklahoma. From 1966 to 1975, the onsite facilities were utilized for the production of mixed oxide fuel and uranium fuel including enriched uranium reactor fuel pellets and eventually fuel rods. During this time, exposure of process water and material to the environment resulted in the contamination of site groundwater. The site is now owned by CERT. The concentration of uranium, nitrates, and fluorides in the groundwater must be reduced to achieve unrestricted release of the site and license termination from the U.S.
Nuclear Regulatory Commission (NRC) and the Oklahoma Department of Environmental Quality (DEQ). Mitigation of these constituents will be achieved through the extraction, treatment, and discharge of affected groundwater.
This phase of the Project will construct four water injection trenches and one groundwater extraction trench, followed by testing of injection and extraction efficiencies as part of final design for the Project. Two of the test trenches will be within the FEMA 100-year floodplain.
These test trenches will be excavated to the specified dimensions. The injection wells will be constructed in the trenches and the then the trench will be partially backfilled with aggregate.
The trenches will then be returned to their previous contours using the excavated spoils and stabilized.
The groundwater injection and extraction efficiency will be tested by placing a frac tank, utilized to supply clean water, near the targeted injection trench and moved as necessary. Following completion of injection testing activities, this frac tank will be removed from the Project site.
Two frac tanks will be utilized to store water generated during the extraction trench tests. These frac tanks will remain onsite pending characterization and treatment (as necessary) of the extracted water. These tanks will be staged outside of the FEMA 100-year floodplain to avoid any potential impacts, to the extent practicable, should flooding occur.
15950 Nort h Dal las Pa rkway\ Towe r II, Suite 700 \ Da llas, TX 75248 0 972 -455-3100 \ F 972 -386 -4026 \ bu rn smcd.com
BURNS David Ball Logan County Emergency Management 01/27/2017 Page 2 Per our phone conversation, the following procedures will be followed during construction:
- The spoils will be stockpiled outside of the FEMA 100-year floodplain during construction activities.
- Equipment and materials will not be staged within the limits of the FEMA 100-year floodplain.
- Excess spoils will be spread and stabilized outside of the FEMA 100-year floodplain.
Enclosed is the Logan County Floodplain Development Application, General Vicinity Map, Excavation and Grading Plans, and $100 permit fee. If you require any additional information or clarification, please contact me by phone at (816) 605-7821, or by email at kgouvion@bumsmcd.com.
Sincerely, Ken Gouvion, CISEC Staff Environmental Scientist Enclosure
APPENDIX G - EROSION AND SEDIMENT CONTROL PLAN Disclaimer: BMPs on map may not be exact or to scale.
The authorized contractor/owner's representative will determine the appropriate BMPs to be used onsite and their locations prior to the start of soil-disturbing activities.
The ESC Plan will be updated accordingly.
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project I contract I i 200' SCALE IN FEET 400' drawing 96785 BMCD-GWREMED-C001 -
rev.
A sheet 3 of 11 sheets file C001-OVERALL SITE PLAN.DWG
no I date I by I ckd I description A 2/0 1/1 7 BC JH FOR REVIEW FEMA 100 -YEAR FLOOD ZONE BOUNDARY. SEE NOTE 1 ON SHEET I G001 .
T55 I
\
\
1395\ \
/
/
60' 120' SCALE IN FEET PRELIMINARY - NOT FOR CONSTRUCTION
/
~BURNS
~ "-M~DONNELL 9400 WARD PARKWAY
\ 1355~ _c KANSAS CITY, MO 64114
\ 816-333-9400 OKLAHOMA FIRM LICENSEE NO . 421 JANUARY 2017 B. CLEMENT UP-2 PILOT TESTING AREA checked UP-1 PILOT TESTING AREA B. CLEMENT J. HESEMANN NOTES :
- 1. FRAC TANKS , EQUIPMENT TRENCH SPOILS, ETC . SHALL BE STAGED AT AN ELEVATION ABOVE THE FEMA 100-YEAR FLOOD ELEVATION , IN ACCORDANCE WITH THE SWPPP AT THE END OF EACH WORK DAY.
- 2. MONITOR WELL CONSTRUCTION MATERIALS SHALL BE IN ACCORDANCE WITH THE MONITOR WELL SCHEDULE INCLUDED ON M101 .
3 MONITOR WELL CONSTRUCTION AND INSTALLATION SHALL BE COMPLETED BY A LICENSED DRILLER IN THE STATE OF OKLAHOMA AND SHALL BE REGISTERED WITH THE OKLAHOMA DEPARTMENT OF ENVIRONMENTAL EQUALITY.
4 MONITOR WELLS INSTALLED WITHIN INJECTION AND EXTRACTION TRENCHES SHALL HAVE TOTAL DEPTHS AND SCREEN INTERVALS THAT COMPLETELY PENETRATE THE DEPTH OF THE TRENCH AT EACH LOCATION
- 5. CONTRACTOR SHALL PROTECT EXISTING MONITOR WELLS DURING INJECTION AND EXTRACTION TRENCH Cimmaron Environmental Response Trust IN STALLATION AND PILOT TESTING ACTIVITIES . CONTRACTOR MAY SUBMIT ALTERNATE TRENCH ALIGNMENT WESTERN AREA SITE PLAN FOR ENGINEER APPROVAL IN EFFORT TO PROTECT EXISTING MONITOR WELLS .
- 6. TOPOGRAPHY SHOWN IS FROM AN AERIAL SURVEY DATED MAY 2014.
- 7. GROUNDWATER ELEVATION CONTOURS FOR WESTERN AREA TREATMENT FACILITY CREATED FROM WATER LEVEL MEASUREMENTS FROM SANDSTONE A MONITOR WELLS ON MARCH 18, 2015 . 96785 I contract
- 8. SEE SHEET C202 FOR CONSTRUCTION DETAILS OF MONITOR WELLS AND INJECTION WELLS.
rev .
BMCD-GWREMED-C002 - A sheet 4 of 11 sheets file C001-0VERALL SITE PLAN.DWG
no.I date I by I ckd I description A 2/01/17 BC JH FORREVIEW NOTES:
+ + + + /
1* ~~~L;A~~i
- EQUIPMENT, TRENCH ELEVATION A:~:~~~~ STAGED AT AN FLOOD ELEVATION IN A;EMA 100-YEAR THE SWPPP CORDANCE WITH
-¥* + +I + + + CONTRACTOR 2 MONITOR WELLSHA LL PROTECT EXISTING EXTRACTION TRS DURING INJECTION AND
+ PILOT TESTING :iT~~l~~:tLLATION AND
+ + + + + CONTRACTOR MAy TRENCH ALIGNMEN~~~MIT ALTERNATE
- rs~~v;~~N~;~~~
- ~:~g~~~~R
- 3. TOPOGRAPHY SHO .
AERIAL SURVEY DA~~t:~~~1~N
+
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/ : SCALE IN FEET I
I i (
I / PRELIMINARY _ NOT I /
I ( FOR CONSTRUCTION I \
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...... /
I
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,...... ,....., l'
//
I i
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9400 WARD PARKWAY
' ...... ......,....., I/I KANSAS CITY, MO64114 OKL 816-333-9400 AHOMA FIRM LICENSEE NO . 421
\ ...... -../
FEBRUARY 2017 B. CLEMENT F'EMA 100-Y~AR
- checked FLOOD ZONE BOUNDARY. SEE B. CLEMENT J. HESEMANN NOTE ,1. /
/
I I I \
FRACTANK r STAGING AREA \,.
,,.\ ..._.. ~-......~
+ '
\
\-__;:.-...._________,
_/
~ Cimmaron Environmental Response Trust BUR IAL AREA 1
'"" SITE PLAN I contract 96785 rev .
BMCD-GWREMED-C002 - A sheet 5 fl Of 11 sheets I e C001-OVERALL SITE PLAN .DWG
NOTES : no .I date j by j ckd I description
- 1. TOPOGRAPHY SHOWN IS FROM AN AERIAL SURVEY DATED 1396~ A 2/01/17 BC JH FOR REVIEW MAY 2014.
- 2. STATIC PIEZOMETRIC SURFACE FOR WESTERN AREA TREATMENT FACILITY CREATED FROM WATER LEVEL MEASUREMENTS FROM SANDSTONE A MONITOR WELLS ON MARCH 18, 2015.
_\+-*
0 02 a: 3. SUBSURFACE INFORMATION SHOWN IS BASED ON LIMITED 1345 .
1 DATA AVAILABLE FROM BORING LOGS COMPLETED AT MONITOR WELLS 1341 , 1345, AND 1354 THAT IS PROJECTED TO THE TRENCH ALIGNMENTS . SUBSURFACE INFORMATION SHOWN SHOULD BE CONSIDERED APPROXIMATE .
- 4. EXISTING SANDSTONE A MONITOR WELL LOCATIONS AND SCREEN INTERVALS ARE PROJECTED IN CROSS SECTION
- 5. INJECTION WELLS AND MONITOR WELLS INSTALLED IN INJECTION TRENCHES WILL BE CONSTRUCTED SO THAT SCREEN INTERVAL COMPLETELY PENETRATE THE THE VERTICAL THICKNESS OF THE INJECTION TRENCH.
- 6. DISTURBED AREAS SHALL BE SEEDED AND STABILIZED IN ACCORDANCE WITH THE ODOT COMMISSION SPECIFICATIONS . SEED MIXTURE SHALL BE IN ACCORDANCE WITH TABLE 735.1 OF THE ODOT COMMISSION CHAPTER 735. SUBMIT SEED MIXTURE TO ENGINEER FOR APPROVAL PRIOR TO APPLICATION .
- 7. TRENCH DEPTH SHALL EXTEND TO THE BASE OF SANDSTONE A AS ENCOUNTERED IN THE FIELD OR UP TO 30 GWI-UP1-94A FEET BELOW GROUND SURFACE , WHICHEVER IS SHALLOWER.
- 8. SEE SHEET C202 FOR MONITOR WELL AND INJECTION WELL CONSTRUCTION DETAILS.
INJECTION TRENCH GWI-UP1-01 INJECTION TRENCH GWI-UP1-02 DETAIL DETAIL coo 1000 1000 1000 1000 EXISTING GROUND SURFACE EXISTING GROUND SURFACE
_J ..,.
_J N
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PRELIMINARY - NOT
£
.e FOR CONSTRUCTION 3'MIN .
980 980 980 980
~BURNS
"-.MSDONNE LL 9400 WARD PARKWAY KANSAS CITY, MO 64114 816-333-9400 OKLAHOMA FIRM LICENSEE NO. 42 1 970 970 970 JANUARY 2017 B. CLEMENT checked B. CLEMENT J. HESEMANN VERTICAL SCALE 5' 10' 960 960 960 960 SCALE IN FEET HORIZONTAL SCALE 0 50' 100' SCALE IN FEET APPROXIMATE BOTTOM APPROXIMATE BOTTOM Cimmaron Environmental Response Trust OF SANDSTONE A OF SANDSTONE A UP-1 INJECTION TRENCH DETAILS 950 950 950 0+00 1+00 950 2+00 3+00 4+00 0+00 1+00 2+00 3+00 4+00 I contract 96785 INJECTION TRENCH GWI-UP1-01 INJECTION TRENCH GWI-UP1-02 rev.
ELEVATION VIEW ED ELEVATION VIEW BMCD-GWREMED-C 101 -
sheet 6 of 10 file C001-OVERALL SITE PLAN .DWG A
sheets
I I
I / 1402 ~
NOTES HOWN IS FROM AN I :::; /~ 1. TOPOGRAPHY S DATED MAY 2014.
I / ::; AERIAL SURVEY TRIG SURFACE
// I 2. STATIC PIEZOME ATER LEVEL
.- GWI-UP2-01A , I/ I I CREATED FROM W ROM SANDSTONE A
- / -;T zJ!T
- 13s,; \ / / MEASUREMENTS F MARCH 18, 2015.
MONITOR WEL~sFg~MATION SHOWN IS J_, - "1/2-I
.l -
1383 .'.*/\~
I~
\ GWI-UP2-01~/
- 3. SUBSURFACE I ILABLE BORING LOGS BASED ON AVA NITOR WELLS.
FOR NEARBY MOFORMATION SHOWN I /::~_,,',7* T, /" * / ; 7/ --- SUBSURFACCE~%SIDERED SHOULD BE APPROXIMATE STONE A MONITOR I EXISTING SAND D SCREEN
/ , I / WELL LOCATIONS A;JECTED IN CROSS GWI-UP2-01-MW01 / GWI-UP2-01 o GWI-U P2-01-MW02
// / INTERVALS ARE PR l
I . g I SECTION AND MONITOR WELLS 5 INJECTION WEl~~~CTION TRENCHES I INSTALLED IN RUCTED SO THAT I C I WILL BE CONST AL COMPLETEL y 0 SCREEN INTERV E VERTICAL I I PENETRATE TH~~~ INJECTION TRENC~
C I 1406~ I THICKNESS OF SHALL EXTEND TO TH I TRENCH DEPTH AS 6 BASE OF SANDSTO~i:FIELD OR UP TO ENCOUNTERED~ROUNDSURFACE 30 FEET BELOW LLOWER WHICHEVER IS S~~R ADDITIONAL SEE SHEET C202AND INJECTION WELL NITOR WELL
/
/ MO CONSTRU CTION DETAILS
/
/
INJECTION TRENCH GWI-UP2-04 ~
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.. 1010 DETAIL Q§;
i 1000 1000 I
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- OF SANDSTONE A
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INJECTION TRENCH GWI-UP2-04 INJECTION TRENCH GWI-UP2-01 ELEVATION VIEW ELEVATION VIEW A
sheets
no .J date I by I ckd I description A 2/01/17 BC JH FOR REVIEW NOTES:
- 1. TOPOGRAPHY SHOWN IS FROM AN AERIAL SURVEY DATED MAY 2014.
1408 *.
'-~ / 2. STATIC PIEZOMETRIC SURFACE FOR BURIAL AREA 1
[ ~ '
, 02W46 \
GETR-BA1-01A,
\ -,£.
\
GETR-BA 1-01-MW02
,,/ 'fl... / ---J-- ., '*, GW
. I-BA1-01-MW02 CREATED FROM WATER LEVEL MEASUREMENTS FROM SANDSTONE BAND TRANSITION ZONE MONITOR WELLS ON AUGUST 8, 2016.
IT *,. 3. EXISTING SANDSTONE BAND TRANSITION ZONE GETR-BA1-01B \ \ '02\lN31 _
~ ~ET T j W02
- ~ 02W52 MONITOR WELL LOCATIONS AND SCREEN INTERVALS ARE PROJECTED IN CROSS SECTION .
- 4. CONTRACTOR SHALL ABANDON EXISTING MONITOR 02W02 ~
)(
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02W51 -
~- WELLS PRIOR TO TRENCH CONSTRUCTION AS DIRECTED BY ENGINEER FOLLOWING COMPLETION OF TRENCH t
'\ INSTALLATION , CONTRACTOR SHALL RE-INSTALL
"/( GETR-BA1-01-MWO)-,- /<ii __,, --------
'\
\ MONITOR WELLS AS DIRECTED BY ENGINEER . ENGINEER WILL PROVIDE MONITOR WELL LOCATIONS AND WELL 0
._,. -,1;. 955 _ BA1 FORM];:R CONSTRUCTION DETAILS FOR BA1 MONITOR WELLS NOT
/_a, ~ .ISPOSAL DEPICTED ON SHEET C103 UPON COMPLETION AND
~ O:,i;:; TRENCRl=S- ACCEPTANCE OF TRENCH INSTALLATION.
,/ ,
5 MONITOR WELL 1407 SHALL BE CONSTRUCTED WITH A SCREEN INTERVAL FROM 8 TO 13 FEET BELOW GROUND INJECTION TRENCH GWI-BA 1-01 SURFACE. MONITOR WELL 1408 SHALL BE CONSTRUCTED EXTRACTKIN TRENCH GETR-BA1-0~
DETAIL 1 coo DETAIL
@ WITH A SCREEN INTERVAL ACROSS BOTH THE TRANSITION ZONE AND SANDSTONE B. SEE SHEET C202 FOR CONSTRUCTION DETAILS FOR ALL OTHER MONITOR a N WELL, INJECTION WELL, AND SUMPS DEPICTED ON s: ~ SHEETS C003 AND C103.
~ ~
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-- APPROX. BOTTOM OF TRENCH , TYP 930 930 930 930 ~BURNS SILICA GRAVEL,
"-M~DONNELL TYP.
925 925 925 9400 WARD PARKWAY 925 KANSAS CITY, MO 64114 816-333-9400 OKLAHOMA FIRM LICENSEE NO. 421 920 920 920 JANUARY 2017 B. CLEMENT 920 0 1+00 2+00 3+00 checked B. CLEMENT J. HESEMANN INJECTION TRENCH GWI-BA 1-01 APPROX. 915 VERTICAL SCALE CD 0 915
- e ELEVATION VIEW BOTTOM OF 0 5' 10' z TRENCH , TYP.
ct::;; SCALE IN FEET 0 4" PERFORATED 0
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~
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- ii., EXTRACTION TRENCH GETR-BA 1 - 0 b ELEVATION VIEW A Cl) z(l'.'. I contract 96785 I
't' BMCD-GWREMED-C103 -
rev.
sheet 8 of 11 sheets file C001-OVERALL SITE PLAN.DWG
APPENDIX H - BEST MANAGEMENT PRACTICE DETAILS SEDIMENT FENCE NOTES:
SEDIMENT FENCE A) INSTALLATION:
- 1. THE HEIGHT OF SEDIMENT FENCE SHALL BE A MINIMUM OF 16 INCHES ABOVE THE ORIGINAL GROUND SURFACE AND SHALL NOT
- 1. EXCAVATE A 6"x4" TRENCH. 2. SET THE STAKES ALONG THE EXCEED 34 INCHES ABOVE THE GROUND SURFACE.
DOWN SLOPE SIDE OF THE TRENCH. 2. THE FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID THE USE OF JOINTS. WHEN JOINTS ARE UNAVOIDABLE, FILTER CLOTH SHALL BE SECURELY SPLICED TOGETHER ONLY AT SUPPORT POSTS, WITH A MAX 6-INCH OVERLAP.
- 6'
-- ~ 411_.t
__..:..y 3. DIG A TRENCH AT LEAST 6 INCHES DEEP AND 4 INCHES ~DE ALONG THE FENCE ALIGNMENT.
-'/.
- 4. DRIVE POSTS AT LEAST 24 INCHES INTO THE GROUND ON THE DOWNSLOPE SIDE OF THE TRENCH. SPACE POSTS A MAXIMUM OF 6 FEET AP ART.
/ 5. EXTRA-STRENGTH SEDIMENT FENCE FABRIC OF 6 FEET APART. THE SEDIMENT FABRIC SHALL BE USED. POSTS FOR THIS TYPE OF FABRIC SHALL BE PLACED A MAXIMUM SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING A FLOW r-MINIMUM OF ONE INCH LONG, HEAVY-DUTY WIRE STAPLES OR TIE-~RES, AND EIGHT INCHES OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH . THE FABRIC SHALL NOT BE STAPLED TO EXISTING TREES.
- 3. STAPLE GEOTEXTILE MATERIAL 4. BACKFILL AND COMPACT THE 6. PLACE THE BOTTOM 1 FOOT OF FABRIC IN THE MINIMUM-OF-6-INCH DEEP TRENCH , LAPPING TOWARD THE UPSLOPE SIDE.
TO STAKES AND EXTEND IT EXCAVATED SOIL OVER THE BACKFILL ~TH COMPACTED EARTH OR GRAVEL.
INTO AND AROUND THE BOTTOM GEOTEXTILE IN THE TRENCH.
OF THE TRENCH . 7. IF A SEDIMENT FENCE IS TO BE CONSTRUCTED ACROSS A DITCH LINE OR SWALE, IT MUST BE OF SUFFICIENT LENGTH TO ELIMINATE ENDFLOW, AND THE PLAN CONFIGURA TlON SHALL RESEMBLE AN ARC OR HORSESHOE, PLACED ON A CONTOUR, WITH THE ENDS ORIENTED UPSLOPE. EXTRA-STRENGTH SEDIMENT FABRIC SHALL BE USED WITH A MAXIMUM 3-FOOT SPACING OF POSTS.
- 8. TO REDUCE MAINTENANCE, EXCAVATE A SHALLOW SEDIMENT STORAGE AREA IN THE UPSLOPE SIDE OF THE FENCE. PROVIDE GOOD ACCESS IN AREAS OF HEAVY SEDIMENTATION FOR CLEAN OUT AND MAINTENANCE.
- 9. SEDIMENT FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED.
B) TROUBLESHOOTING:
111-'"' 1. DETERMINE THE EXACT LOCATION OF UNDERGROUND UTILITIES, BEFORE FENCE INSTALLATION SO UTILITIES ARE NOT DISTURBED.
SHEET FLOW INSTALLATION
- 2. GRADE ALIGNMENT OF FENCE AS NEEDED TO PROVIDE A BROAD, NEARLY LEVEL AREA UPSTREAM OF FENCE TO ALLOW SEDIMENT (PERSPECTIVE VIEW) COLLECTION AREA.
NOT TO SCALE C) INSPECTION MAINTENANCE:
i 0 1. INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY.
ci
'T
~
- 2. SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE, OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY.
t C WATER 0
- ~ OVERFLOW 3. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE
! I HEIGHT PRESSURE ON THE FENCE. AVOID DAMAGING OR UNDERMINING THE FENCE DURING CLEANOUT. SEDIMENT ACCUMULA TlON SHOULD NOT N
N NOTE: EXCEED 1/2 THE HEIGHT OF THE FENCE.
.J.
ii:!
e POINT A SHOULD BE 4. REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS, AND BRING THE AREA TO GRADE AND STABILIZE IT AFTER
? HIGHER THAN POINT B. THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY AND COMPLETELY STABILIZED.
~ FLOW
~5 DRAINAGEWAY INSTALLATION AMERICAN PUBLIC WORKS ASSOCIATION 9- (FRONT ELEVATION) r--
00 r--
r--
KANSAS CITY
~ NOT TO SCALE METROPOLITAN CHAPTER Ia..
ST AND ARD DRAWING
~ NUMBER ESC-10
- IE
(.)
SEDIMENT FENCE t SOURCE: MODIFIED FROM VA. OCR, 1992 ADOPTED:
SEDIMENT 1 FENCE INSTALLAT
. UMIT PONDING HEIGHT TO 24" ION SLICING
- 2. ATTACH FABRIC TO UPSTREAM
- 3. DRIVE OVER E SIDE OF POST.
4 TIMES WIT ACH SIDE OF S AFTER MA;~~f ~E EXERTINl~iEPNsi FENCE 2 TO S SLICED INTO TH OR GREATER STEEL SUPPORT POST
- 4. SPACE POSTS E GROUND.
~: ON OPEN R~N~A:NgF BELT -1/'/1//////////////
ON POOLING AREAS.
- R BELOW GROUND AS FABRIC FLOW
~)'.; )Y;o; 100% COMPACTION
~~MPACTION ROLL OF SEDIMENT FENCE SEDIMENT FENCE FABRIC ABOVE GROUND
.,"(,(-..~~
' ,"(,(-.."(,(-._o/.-._~~~~~
HORIZONTAL CHISEL POINT (3-INCH WIDTH)
SLICING BLADE 3
NOTE ( /HNCH WIDTH)
VIBRATORY PLOW IS NOT ACCEPTABLE BEC AUSE OF HORIZONTAL COMPACTION.
SUPER SEDIMENT FENCE NOTES:
SUPER SEDIMENT FENCE A) CONSTRUCTION SPECIFICATIONS:
- 1. EXCAVATE A 6"X4" TRENCH 2. SET THE METAL T-POSTS OR FENCE 1. FENCING SHALL BE 42-INCHES IN HEIGHT.
POSTS ON THE DOWNSLOPE SIDE OF 2. WIRE FENCE SHALL BE FASTENED SECURELY TO THE FENCE POSTS WITH WIRE TIES AND STAPLES. THE THE TRENCH. SECURE WIRE FENCING LOWER TENSION WIRE, BRACE AND TRUSS RODS, DRIVE ANCHORS, AND POST CAPS ARE NOT REQUIRED TO THE POSTS. EXCEPT ON THE ENDS OF THE FENCE.
- 3. SEDIMENT FENCE SHALL BE FASTENED SECURELY TO THE WIRE FENCE WITH TIES SPACED EVERY 24 INCHES AT THE TOP AND MID-SECTION.
- 4. SEDIMENT FENCE AND WIRE SHALL BE EMBEDDED A MINIMUM OF 8-INCHES INTO THE GROUND.
- 5. WHEN TWO SECTIONS OF GEOTEXTILE FABRIC ADJOIN EACH OTHER, THEY SHALL BE OVERLAPPED BY 6-INCHES AND FOLDED.
- 6. WIRE FENCE WILL BE BETWEEN 9 AND 14 GAUGE AND SHALL HAVE A MAXIMUM MESH SPACING OF 6-INCHES.
- 7. SEDIMENT FENCE SHALL MEET THE FOLLOWING REQUIREMENTS FOR GEOTEXTILE CLASS F:
ADDITIONAL SPECIFICATIONS ARE FOUND IN ASTM 6461 .
SEDIMENT FENCE REQUIREMENTS TENSION STRENGTH 50 LB /IN OR MORE ASTM 4632 TENSION MODULUS 20 LB /IN OR MORE ASTM 4632 FLOW RATE 0.3 GAL/FT 2/MINUTE OR LESS ASTM 5141 FILTERING EFFICIENCY 75 % OR MORE ASTM 5141
- 3. ATTACH THE GEOTEXTILE FABRIC TO THE 4. BACKFILL AND COMPACT THE B) INSTALLATION:
WIRE FENCE AND EXTEND IT INTO AND EXCAVATED SOIL. 1. THE HEIGHT OF A SEDIMENT FENCE SHALL BE A MINIMUM OF 16 INCHES ABOVE THE ORIGINAL GROUND AROUND THE BOTTOM OF THE TRENCH . SURFACE AND SHALL NOT EXCEED 34-INCHES ABOVE GROUND SURFACE.
- 2. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL AND CUT TO THE LENGTH OF THE BARRIER TO AVOID THE USE OF JOINTS. WHEN JOINTS ARE UNAVOIDABLE, FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST, WITH A MINIMUM 6-INCH OVERLAP, AND SECURELY
- 3. SEALED.
A TRENCH SHALL BE EXCAVATED APPROXIMATELY 4 INCHES WIDE AND 6 INCHES DEEP ON THE UPSLOPE
- 4. SIDE OF THE PROPOSED LOCATION OF THE FENCE.
WHEN WIRE SUPPORT IS USED, STANDARD-STRENGTH FILTER CLOTH MAY BE USED. POSTS FOR THIS TYPE OF INSTALLATION SHALL BE PLACED A MAXIMUM OF 10 FEET APART. THE WIRE MESH FENCE MUST BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY DUTY WIRE STAPLES AT LEAST 1 co INCH LONG, TIE WIRES, OR HOG RINGS. THE WIRE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 2 an
- g INCHES AND SHALL NOT EXTEND MORE THAN 34 INCHES ABOVE THE ORIGINAL GROUND SURFACE. THE STANDARD-STRENGTH FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE, AND 8 INCHES OF THE FABRIC
§ N
,,,I 5. SHALL BE EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT BE STAPLED TO EXISTING TREES.
N IF A SEDIMENT FENCE IS TO BE CONSTRUCTED ACROSS A DITCH LINE OR SWALE, IT MUST BE OF
~ SUFFICIENT LENGTH TO ELIMINATE ENDFLOW, AND THE PLAN CONFIGURATION SHALL RESEMBLE AN ARC OR HORSESHOE WITH THE ENDS ORIENTED UPSLOPE. EXTRA-STRENGTH FILTER FABRIC SHALL BE USED FOR EXTENSION OF FABRIC AND WIRE INTO THE TRENCH 6. THIS APPLICATION WITH A MAXIMUM 3-FOOT SPACING OF POSTS.
NOT TO SCALE THE 4 INCH BY 6 INCH TRENCH SHALL BE BACKFIELD AND THE SOIL COMPACTED OVER THE FILTER
- 7. FABRIC.
SEDIMENT FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. SEDIMENT ACCUMULATION SHOULD NOT EXCEED 1/2 THE HEIGHT OF THE FENCE.
C) INSPECTION AND MAINTENANCE:
~
~
- 1. INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED i
~111w-1 REPAIRS IMMEDIATELY.
~ REPLACE IT PROMPTLY. AMERICAN PUBLIC WORKS ASSOCIATION s:
9-r---
~ DEVELOP IN THE SEDIMENT FENCE OR WHEN SEDIMENT REACHES 50% OF THE FENCE HEIGHT.
i a..
0 SECTIONAL FENCE ANCHOR DETAIL AVOID DAMAGING OR UNDERMINING THE FENCE DURING CLEANOUT.
- 4. REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS, AND BRING THE AREA TO GRADE METROPOLITAN CH APTER STANDARD DRAWING NUMBER ESC-12 a AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED. SUP ER SEDIMENT FENCE ADOPlED:
~ SOURCE: MODIFIED FROM VA. DCR, 1992
SECTION 32 91 00 -RIGHT-OF-WAY RESTORATION PART 1 - GENERAL 1.01
SUMMARY
- This Section covers restoration of the right-of-way (ROW) associated with the T-Line Contractor, including site preparation, top soiling, mulching and seeding, for all disturbed areas except cropland fields. Cropland fields will be re-established to the desired crop rotation by the landowner following construction.
1.02
REFERENCES:
A. Applicable Standards:
- 1. AASHTO Ml40 Standard Specification for Emulsified Asphalt - American Association of State Highway and Transportation Officials Standard Method of Test.
1.03 SUBMITTALS:
A. Submit as specified in DIVISION O1.
B. Compliance Submittals:
- 1. Include, but not limited to, the following:
- a. Certification from vendor that seed meets requirements of these specifications.
- b. Seed mix showing purity and germination of each seed type and total pounds of seed required per acre.
- c. T-Line Contractor is responsible for determining the choice of mulch most suitable for the Project area. Documentation is to be submitted to the Owner's Agent for approval. Reference Part 2.02 paragraph A of this section for more information.
- d. Documentation from the manufacturer regarding appropriate methods for determining use/effectiveness, installation, and maintanence for all Best Management Practices (BMP's) to be installed throughout construction.
PART 2 - PRODUCTS 2.01 SEED:
A. Seed shall be fresh, clean, new crop seed.
B. Seed mix will be provided in PART 3 - SEEDING.
C. Seed shall conform to all applicable laws of the State of Oklahoma.
D. Seed shall be labeled according to the U.S. Department of Agriculture Federal Seed Act and shall be furnished in containers with tags showing seed mixture, purity, germination, weed content, name of seller, and date on which seed was tested.
E. Wet, moldy, or seed that has been damaged in storage shall not be used.
2.02 MULCH: May be vegetative mulch or wood cellulose fiber.
A. Check with the local Agriculture County Extension Service office to determine choice of mulch most suitable for the Project area. Specify only one type of mulch that shall be free from noxious weed seed, mold, and other deleterious materials. Chosen mulch shall be submitted to Owner's Agent for approval.
B. Asphalt Emulsion: Conform to AASHTO Ml 40, Type SS-1.
32 91 00-1
SECTION 32 91 00 -RIGHT-OF-WAY RESTORATION: continued C. Wood-Cellulose Fiber:
- 1. Mulch shall not contain germination or growth-inhibiting ingredients.
- 2. Mulch shall be dyed an appropriate color to aid in visual inspection.
- 3. Mulch material shall be easily and evenly dispersed when agitated in water.
- 4. Supply in packages of not more than 100 pounds gross weight, and be marked by the manufacturer to show the air dry weight content.
D. Mulch : Furnish in air-dry condition and of proper consistency for placing with commercial mulch blowing equipment. Mulch shall contain no fertile seed.
E. This does not include any mulch produced onsite from vegetation within the ROW.
2.03 JUTE NETTING:
A. Jute netting or other equal approved by the Owner's Agent shall consist of a uniform, open, plain-weave mesh of smolder-resistant, unbleached single jute yam.
- 1. Yarn shall be of loosely twisted construction and shall not vary in thickness by more than one-half its normal diameter.
- 2. Jute mesh shall be furnished in rolled strips and shall be as follows:
- a. Minimum width of 42 inches.
- b. 5 .5 wrap yams by 3 .5 filling yarns per inch.
- 3. Staples shall be ofNo. 11 gauge, or heavier, steel wire, "U" shaped and not less than 6 inches in length.
- 4. Additional staples may be required depending on the existing soil and or weather conditions.
PART 3 - EXECUTION 3.01 RIGHT-OF-WAY RESTORATION: Following lint: wnslruclion aclivilit:s, rt:movt:
construction roads and restore right-of-way as follows:
A. All ruts in existing roads shall be filled and compacted in 6-inch lifts and the roads graded to approximately the original contours.
B. Construction roads and ruts in agricultural land shall be plowed and disced to remove any hard compacted areas and shall be graded to the original contours.
C. All disturbed areas shall be finish graded to the original ground contours. Dockets, swales, and high points shall be graded, using hand methods where necessary, to provide an unconcentrated flow of runoff around foundations and through structures.
D. Annual Ryegrass shall not be used in or around wheat fields.
E. T-Line Contractor shall provide Owner's Agent with two days notice of planned seeding, mulching, and fertilizing so Owner/Owner's Agent may view the process, if he/she chooses to do so.
F. Topsoil:
- 1. Distribute over required areas without compaction other than that obtained with spreading equipment.
- 2. Place to the extent material is available within the following limits:
- a. Not less than 4 inches in depth.
32 91 00-2
SECTION 32 91 00 - RIGHT-OF-WAY RESTORATION: continued
- b. Do not exceed 6 inches in depth.
G. Shape and grade to match contours of adjacent areas and permit good natural drainage.
H. Maintenance and Repair:
- 1. Maintenance: T-Line Contractor is responsible for protecting newly topsoiled areas from actions of the elements.
- 2. Correction of Settlement: T-Line Contractor is responsible for correcting settlement in excess of 18 inches and damages created thereby within one year after acceptance of the Work.
- 3. T-Line Contractor is responsible for making repairs within ten days from and after due notification by Owner of embankment or backfill settlement and resulting damage.
- 4. T-Line Contractor is responsible for making own arrangements for access to the site for purposes of repair.
3.02 SEEDING AND SPRIGGING:
A. Seedbed Preparation:
- 1. Where practical, remove any rocks or other obstructions which might interfere with tilling, seeding, and sprigging operations.
- 2. In areas where ground surface is compacted hard enough to prevent drill penetration, thoroughly loosen and pulverize topsoil to a depth of at least 3 inches.
- 3. Maintain tilled areas until seeded or sprigged.
B. Seeding:
- l. The rate of application shall be in accordance with Table 1.
32 91 00-3
SECTION 32 91 00 - RIGHT-OF-WAY RESTORATION: continued TABLE 1 PLANTING ZONES Number/Pounds per Acre (Ac)
Plant Species Adapted Varieties Size Type 1 Type2 Type3 Type4 Big B luestem Kaw or Comparable PLS 6 6 -- --
(Andropogon gerardii)
Little Bluestem Aldous, Cimarron (only in SW),
(Schizachyrium scoparium) or Comparable PLS 5 5 -- --
Indian grass Cheyenne, Lometa, or (Sorghastrum nutans) Comparable PLS 6 6 -- --
Switchgrass Blackwell, Caddo, Alamo, PLS 5 5 -- --
(Panicum virgatum) Kanlow, or Comparable Sideoats Grama El Reno, Haskell, or Comparable PLS 5 5 -- --
(Bouteloua curtipendula)
Sand Lovegrass (Eragrostis trichodes)
Bend, Mason, or Comparable PLS 2 -- -- --
Costal Bermudagrass Bushels of (Cynodon dactylon)
-- sprigs/acre
-- -- 30 --
Tall Fescue (Festuca arundinacea)
Wheat Grass (Bromus inermis)
Western or comparable PLS -- -- 112 --
Alfalfa (Medicago spp.)
-- PLS -- -- 10-20 --
Red Clover 1 (Trifolium pretense L.)
All PLS -- -- 5 Wheat (Triticum spp.)
-- Bulk -- -- -- 100 Annual Ryegrass 2 (Lolium multiflorum)
-- Bulk -- -- -- 100 Notes:
Do not use non-regionally specific cultivar (i.e. something such as Cave-In-Rock)
Switchgrass developed in Illinois is not to be used.
All seed mixes shall be approved by the Owner's Agent or on-site environmental inspector.
1 Inoculate legume seed.
2 Annual Ryegrass shall not be used in or around wheat fields.
Type 1 Grassland Sandy Use Mixture Type 2 Grassland Upland Use Mixture Type 3 Hay Land/Pasture Land Use one species Type 4 Temporary Cover Use one species 32 91 00-4
SECTION 32 91 00 - RIGHT-OF-WAY RESTORATION: continued
- 1. The Pure Live Seed Index (PLS) shall be determined by the following formula:
PLS = % Germination X % Purity 100
- 2. Methods of Application:
- a. Dry Seeding: Accomplish sowing by use of a rangeland drill, having drills no more than 4 inches apart.
(1) Drill seed to a depth of 1/2-inch to 1 inch.
(2) Overlap successive seed strips to provide uniform coverage.
- b. In areas that cannot be drilled, broadcast seed at double the application rate for drilling and harrow into the soil.
- c. Sprigging of bermudagrass will be done with traditional sprigging equipment into a tilled seed bed.
C. Seeding shall be performed at all disturbed areas, on Dry Ditch Crossings and on all other areas as appropriate.
D. Temporary Seeding:
- 1. Construction Requirements - This work shall consist of preparing a seedbed and sowing a temporary cover crop during the construction process. Seeding shall be monitored until a uniform vegetative cover can be established on a continuous basis on all cut and fill slopes, waste sites and borrow pits during construction.
- 2. Bulk seeding rates shall be adjusted upward so that seeding is accomplished in quantities linked with the PLS.
- 3. Seeding Rate:
- a. Mar 1 - Dec 1 100 lbs/acre cereal rye or wheat.
- 4. Maintenance -The cover crop shall be maintained until permanent vegetation is installed.
- 5. Seasonal Limitations - Perform Grassland seeding from December 1 to June 1 (the optimal seeding period being March 1 through May 15) unless otherwise authorized, in writing, by the Project Engineer. Perform Hay Land and Pasture Land seeding September 1 through October 3 1, Bermuda grass February 1 through June 15, unless otherwise authorized in writing, by the Project Engineer.
3.03 MULCHING:
A. Apply mulch to all seeded areas. On slopes exceeding 15 percent, apply with an asphalt emulsion.
B. Apply to seeded areas within 48 hours5.555556e-4 days <br />0.0133 hours <br />7.936508e-5 weeks <br />1.8264e-5 months <br /> after seeding.
C. Apply vegetative mulch at the rate of 2-1 /2 tons per acre by means of a mechanical spreader or other approved methods.
D. Apply wood cellulose - fiber mulch hydraulically at the rate of 1,000 gallons per acre.
E. Vegetative mulch with asphalt emulsion:
- l. Apply vegetative mulch at the rate of 2-1 /2 tons per acre.
- 2. Apply asphalt emulsion at the rate of 100 gallons per ton of straw (250 gallons per acre).
32 91 00-5
SECTION 32 91 00 - RIGHT-OF-WAY RESTORATION: continued
- 3. Mulching machine shall inject emulsified asphalt at the proper rate directly into the air stream carrying the straw.
3.04 JUTE NETTING:
A. Where other restorative measures do not result in stable slopes, further stabilize those slopes by means of jute netting, or other approved method.
B. Install jute netting in accordance with manufacturer's recommendations.
END OF SECTION 32 91 00 32 91 00-6
EROSION CONTROL EROSION CONTROL BLANKET NOTES (1 OF 2):
BLANKET A) SITE PREPARATION:
AFTER SITE HAS BEEN SHAPED AND GRADED, PREPARE A FRIABLE SEEDBED RELATIVELY FREE FROM CLODS AND ROCKS MORE THAN 1 SHALLOW 1/2 INCHES IN DIAMETER AND ANY FOREIGN MATERIAL THAT WILL PREVENT UNIFORM CONTACT OF THE PROTECTIVE COVERING WITH SLOPE THE SOIL SURF ACE.
NOTE: B) PLANTING:
ON SHALLOW SLOPES, LIME, FERTILIZE, AND SEED IN ACCORDANCE WITH SEEDING OR PLANTING PLAN. WHEN USING JUTE MESH ON A SEEDED AREA, APPLY PROTECTIVE EROSION CONTROL APPROXIMATELY ONE HALF THE SEED AFTER LAYING THE MAT. THE PROTECTIVE COVERING CAN BE LAID OVER SPRIGGED AREAS WHERE BLANKETS MAY BE APPLIED SMALL GRASS PLANTS HAVE BEEN INSERTED INTO THE SOIL. WHERE GROUND COVERS ARE TO BE PLANTED, LAY THE PROTECTIVE ACROSS THE SLOPE. COVERING FIRST AND THEN PLANT THROUGH THE MATERIAL AS PER PLANTING PLAN.
C) LAYING AND STAPLING:
IF INSTRUCTIONS HAVE BEEN FOLLOWED, ALL NEEDED CHECK SLOTS WILL HAVE BEEN INSTALLED, AND THE PROTECTIVE COVERING WILL BE LAID ON A FRIABLE SEEDBED FREE FROM CLODS, ROCKS, ROOTS, ETC. THAT MIGHT IMPEDE GOOD CONTACT.
NOTE:
WHERE THERE IS A BERM AT THE TOP OF THE SLOPE, RM 1. START LAYING THE PROTECTIVE COVERING FROM THE TOP OF THE CHANNEL OR SLOPE AND UNROLL DOWN-GRADE.
BRING THE MATERIAL OVER THE BERM AND ANCHOR ALLOW TO LAY LOOSELY ON SOIL; DO NOT STRETCH.
IT BEHIND THE BERM. 2. UPSLOPE ENDS OF THE BLANKET SHOULD BE BURIED IN AN ANCHOR SLOT NO LESS THAN 6-INCHES DEEP. TAMP EARTH 11 1 1 111 11 3. FIRMLY OVER THE MATERIAL. WHEN TOP IS RELATIVELY FLAT, EXTEND BLANKET ABOUT 40 INCHES AWAY FROM SLOPE.
I 1I1I 1I1 1I1 111-STEEP SLOPE
- -m-mJJJrn'm'mill~llim~.
-11 1 STAPLE THE MATERIAL AT A MINIMUM OF EVERY 12 INCHES ACROSS THE TOP END.
- 4. EDGES OF THE MATERIAL SHALL BE STAPLED EVERY 3 FEET. WHERE MULTIPLE WIDTHS ARE LAID SIDE BY SIDE, THE ADJACENT EDGES SHALL BE OVERLAPPED A MINIMUM OF 6 INCHES AND STAPLED TOGETHER.
NOTE: 5. STAPLES SHALL BE PLACED DOWN THE CENTER, STAGGERED WITH THE EDGES AT 3-FOOT INTERVALS.
ON STEEP SLOPES, APPLY PROTECTIVE BLANKET PERPENDICULAR TO THE D) TROUBLESHOOTING:
DIRECTION OF FLOW AND CONSULT WITH A QUALIFIED DESIGN PROFESSIONAL, IF ANY OF THE FOLLOWING OCCUR:
ANCHOR SECURELY.
- 1. MOVEMENT OF THE BLANKET OR EROSION UNDER THE BLANKET IS OBSERVED.
TOP OF SLOPE BLANKET ANCHOR SLOT 2. VARIATIONS IN TOPOGRAPHY ON SITE INDICATE EROSION CONTROL MAT WILL NOT FUNCTION AS INTENDED; CHANGES IN PLAN MAY BE NEEDED, OR A BLANKET WITH A SHORTER OR LONGER LIFE MAY BE NEEDED.
6"
- 3. DESIGN SPECIFICATIONS FOR SEED VARIETY, SEEDING DATES, OR EROSION CONTROL MATERIALS CANNOT BE MET; SUBSTITUTION NOTE:
MAY BE REQUIRED. UNAPPROVED SUBSTITUTIONS COULD RESULT IN FAILURE TO ESTABLISH VEGETATION.
BRING MATERIAL DOWN TO A LEVEL AREA (0 8
N BEFORE TERM INA TING THE INSTALLATION. -+----+++.-:-:+-~ , ~...* ~
E) MAINTENANCE & INSPECTION I
N N
J.
0
.-=I Lm m m i 11=-', ,_ INSPECT CONTROLS AFTER EACH RAIN EVENT OF 1/2 INCH OR GREATER, AND EVERY 7 DAYS UNTIL VEGETATION IS ESTABLISHED, FOR i0 EROSION OR UNDERMINING BENEATH THE NETTING, BLANKETS, OR MATS. IF ANY AREA SHOWS EROSION, PULL BACK THAT PORTION OF c!;
I THE MATERIAL, ADD SOIL, TAMP DOWN, AND RESEED; RESECURE THE MATERIAL IN PLACE. IF NETTING, BLANKETS OR MATS BECOME
(..)
(/) DISLOCATED OR DAMAGED, REPAIR OR REPLACE AND RESECURE IMMEDIATELY.
APPENDIX I - INSPECTION AND MAINTENANCE REPORT FORMS Site Inspection Report Inspection Date: _ _ _ _ _ _ _ __
General Information (OKR10 Part 4.3.13.E)
Name of Project: Groundwater Remediation Project DEQ Permit No.: 1027644 Inspector Name: Inspector
Title:
Inspector's Contact Information:
Inspection Frequency:
Standard Frequency: Every 7 days and within 24 hours2.777778e-4 days <br />0.00667 hours <br />3.968254e-5 weeks <br />9.132e-6 months <br /> of a 0.50" rain, or discharge from snowmelt Every 14 days and within 24 hours2.777778e-4 days <br />0.00667 hours <br />3.968254e-5 weeks <br />9.132e-6 months <br /> of a 0.50" rain, or discharge from snowmelt Reduced Frequency: Once per month (for stabilized areas)
Weather at the time of this inspection:
Was this inspection after a 0.50" storm event? D Yes D No, Total rainfall that triggered the inspection (in inches):
Are there any discharges at the time of inspection? D Yes 0 No List all areas where soil stabilization is required to begin because construction work in that area has permanently or temporarily stopped and all areas where stabilization has been implemented:
Stabilization of Exposed Soil (OKR10 Part 4.3.13.D)
Have You Initiated Notes Stabilization Area Stabilization Method Stabilization? (describe your observation)
D Yes D No If yes, provide date:
D Yes D No If yes, provide date:
D Yes D No If yes, provide date:
D Yes D No If yes, provide date:
D Yes D No If yes, provide date:
(Notes: For each area where stabilization has been initiated, describe the progress that has been made, and what additional actions are necessary to complete stabilization. Note the effectiveness of stabilization in preventing erosion. If stabilization has been initiated but not completed, make a note of the date it is to be completed. If stabilization has been completed, make a note of the date it was completed. If stabilization has not yet been initiated, make a note of the date it is to be initiated, and the date it is to be completed.)
Provide a list/description of all structural and non-structural BMPs that your SWP3 indicates will be installed and implemented at your site. You must separately identify the location of each control. During Inspection, identify whether they are installed and operating properly, or any corrective action is necessary. Provide the date on which the condition that triggered the need for maintenance or corrective action was first identified. In the notes section you must describe the specifics about the problem you observed.
- ..I. - C
Condition and Effectiveness of BMP Controls & Pollution Prevention (OKR10 Part 3.3, 4 & 5)
Is BMP Date on Which Corrective Notes Installed & Maintenance No. BMP Description & Location Action (CA) (describe if you Operating or CA First Required? observed any problem)
Properly? Identified?
Silt Fence/Fiber Rolls/Berm/Wattles
- 1. Location: D Yes No D Yes No Silt Dikes/Check Dams/Rock Dams
- 2. Location: D Yes No D Yes No Stabilized Const ruction Entrance/Exit
- 3. Location: D Yes No D Yes No Inlet Protection on all storm drain
- 4. Location: D Yes No D Yes No Sand Bag Barrier/Gravel Bag Barrier
- 5. Location: D Yes No D Yes No Vegetated Swales
- 6. Location : D Yes No D Yes No Compost Blankets/Geotextiles/Mats
- 7. Location: D Yes No D Yes No Vegetative Buffers
- 8. Location: D Yes No D Yes No Sediment Trap/ Sed iment Basin
- 9. Location: D Yes No D Yes 0 No Concrete Washout Pit
- 10. Location: D Yes No D Yes 0 No Dust Control/Prevention
- 11. D Yes No D Yes No
- 12. D Yes No D Yes No
- 13. D Yes No D Yes No
- 14. D Yes No D Yes No
- 15. D Yes 0 No D Yes No
- 16. D Yes No D Yes No (Note: The permit differentiates between conditions requiring repairs and maintenance, and those requiring corrective action. The permit requires maintenance in order to keep controls in effective operating condition and requires repairs if controls are not operating as intended. Corrective actions are triggered only for specific, more serious conditions - whether a required storm water control was never installed, or was installed incorrectly, or not installed in accordance with the requirements of OKR10)
- / L.
Pollution Prevention and Waste Management (OKR10 Part 3.3.3)
Items of Inspection Response & Reason Action(s) Needed Is the site free of floatables, litter, and construction debris?
D Yes No If no, reason:
Are material storage and handling areas, including fueling D Yes No If no, areas, free of spills and leaks? reason :
Are spill kits available where spills and leaks are likely to D Yes No If no, occur? reason:
Are dumpsters and waste receptacles covered when not in D Yes No If no, use? reason:
Has preventative maintenance been conducted on D Yes No If no, equipment and machinery? reason:
Are material stockpiles sufficiently contained?
D Yes No If no, reason :
Has there been any sediment tracked-out from the site onto D Yes No If no, the surface of paved street, sidewalks or other paved areas reason:
outside of the site?
Is the project free from visible erosion and/or D Yes No If no, sedimentation? reason:
Complete the following section if a discharge is occurring at the time of inspection :
Description of Discharges (OKR10 Part 4.3.13.D.2.f)
Was a stormwater discharge or other discharge occurring from any part of your site at the time of the inspection?
D Yes D No, If yes, provide the following information for each point of discharge:
Specify Discharge Observations (Visual Quality of the Discharge)
Location
- 1. Describe the discharge (color, odor, floating, settled/suspended solids, foam, & oil sheen}:
Are there any visible signs of erosion and/or sediment accumulation that can be attributed to your discharge? D Yes D No, If yes, describe what you see, specify the location(s) where these conditions were found, and indicate whether modification, maintenance, or corrective action is needed to resolve the issue:
- 2. Describe the discharge (color, odor, flo ating, settl ed/suspended solids, foam, & oil sheen}:
Are there any visible signs of erosion and/or sediment accumulation that can be attributed to your discharge? D Yes D No, If yes, describe what you see, specify the location(s) where these conditions were found, and indicate whether modification, maintenance, or corrective action is needed to resolve the issue:
Contractor or Subcontractor Certification and Signature:
I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gathered and evaluated the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete.
I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations.
Signature: _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ Date: _ _ _ _ _ _ _ _ __ _ _ _
Print Name: - - - -- Affiliation: _ _ _ _ _ _ _ _ _ _ _ _ _ _ __
Corrective Action Report Today's Date: _ _ _ _ __
(You are only required to fill out this form if any of the corrective action triggering conditions occurs on your site. Routine maintenance and repairs are generally not considered to be a corrective action triggering condition.)
Section A: Initial Report (Part 4.3.14.B.1 of OKR10)
(Complete this section within 24 hours2.777778e-4 days <br />0.00667 hours <br />3.968254e-5 weeks <br />9.132e-6 months <br /> of discovering the condition that triggered corrective action)
Name of Project: Groundwater Remediation Project DEQ's Permit No. OKR1027644 Date Problem First Discovered: Time Problem First Discovered:
Name & Contact Information of the Individual:
What site conditions triggered the requirement to conduct corrective action {check the box that applies):
A required stormwater control was never installed or was installed incorrectly, or not in accordance with the corresponding OKRl0 permit requirement A stormwater control is not effective enough for the discharge to meet applicable water quality standards A prohibited discharge (OKRlO Parts 3.1 and 3.3.3.A} is occurring or has occurred.
DEQ requires corrective action as a result of permit violations found during an DEQ inspection Provide a description of the problem:
not more than 7 calendar days after the date Deadline for completing corrective action:
I you discovered the problem Section B: Corrective Action Progress (Part 4.3.14.B.2 of OKR10)
(Complete this section no later than 7 calendar da~s after discovering the condition that triggered corrective action)
Section 8.1: Why the Problem Occurred Cause(s) of Problem How It Was Determined & Date of Determining the Cause
- 1. 1.
- 2. 2.
Section 8.2: Stormwater Control Modifications to be Implemented to Correct the Problem Stormwater Control Modification(s) Date of SWP3 Update SWP3 Modifications Notes Needed to Correct Problem Completion Necessary?
- 1. Yes D No, If yes, provide date SWP3 modified:
- 2. Yes 0 No, If yes, provide date SWP3 modified:
Section C: Certification and Signature by Permittee I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gathered and evaluated the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations.
Name:
Title:
Signature: Date:
DEQ Template on Corrective Action Report, V.1
Groundwater Remediation Project SWP3 Modification Log Date of Modification Prepared by Signature by Designated No. Description of the Modification Modification [Name(s) and Title] Corporate Official 1.
2.
3.
4.
5.
6.
7.
8.
9.
DEQ Template on SWP3 Modification Log, V.l
Groundwater Remediation Project Grading and Stabilization Activities Log Date Date Grading Date When Description of Stabilization Measure Grading Description of Grading Activity Activity Ceased Stabilization and Location Initiated (Temporary or Permanent) Initiated DEQ Template on Grading and Stabilization Log, V.1
APPENDIX J - SPILL REPORT FORM Procedures for Determining if a Hazardous Material Spill is a Reportable Quantity
- 1) First determine the type and quantity of material that has been spilled.
- 2) Obtain a safety data sheet (SDS) for the spilled material and determine whether any of the constituents are listed in Table 302.4 in 40 CFR 302.
- 3) If none of the constituents in the spilled material are listed in the table (excluding ethylene glycol), the spill is not reportable.
- 4) If the constituents in the spilled material are listed in the table, use the following equation to determine the pounds of material spilled:
Pounds Spilled = (V) (Wt3/4) (Sg) (0.0834)
Where:
V = Volume of the material spilled, in gallons Wt3/4 = The weight percent of the constituents in the spilled material (see the SDS)
Sg = Specific gravity of spilled material (see SDS)
For Example:
V = 7 gallons Wt3/4 = 3.5 Sg = 1.04 Pounds Spilled = (7) (3.5) (1.04) (0.0834) = 2.13 pounds
- 5) If, based on the calculation, the pounds spilled are greater than the Final RQ (reportable quantity) value listed in Table 302.4 of 40 CFR 302 or the State's reportable quantity minimum amount, the spill must be reported to the appropriate Federal, State, and local agencies.
Groundwater Remediation Project Storm Water Pollution Prevention Plan SPILL REPORT FORM Spill Reported By: _ _ _ _ _ _ _ _ _ __
Name Phone Number Date Reported: Time: - - - - - - - -
Date of Spill: _ _ _ _ _ _ _ _ _ _ _ __ Time: - - - - - - - -
Name of Facility: _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __
Legal
Description:
1/4 1/4 1/4 SEC __ , TWP _ _ , Range _ _ ,
County _ _ _ _ _ _ _ _ _ _ __
Describe Spill Location and Events Leading to Spill: _ _ _ _ _ _ _ _ _ _ _ __
Material Spilled: _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __
Source of Spill: _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __
Amount Spilled (Gallons or Pounds): _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __
Amount Spilled to Waterway (Gallons or Pounds): _ _ _ _ _ _ _ _ _ _ _ __
Nearest Municipality: _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __
Containment or Cleanup Action:
List Environmental Damage (fish kill, etc.): _ _ _ _ _ _ _ _ _ _ _ _ _ _ __
List Injuries or Personal Contamination:
Date and Time Cleanup Completed or Terminated: _ _ _ _ _ _ _ _ _ _ _ _ __
If Cleanup Delayed, Nature and Duration of Delay: _ _ _ _ _ _ _ _ _ _ _ __
Description of Materials Contaminated: _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __
Approximate Depth of Soil Excavation: _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __
Action To Be Taken to Prevent Future Spills: _ _ _ _ _ _ _ _ _ _ _ _ _ __
Agencies Notified:
Local: Date: - - - - - - -
State: Date: - - - - - - -
Federal: Date: - - - - - - -
Signed:
Contractor Superintendent or Environmental Inspector 2
BURNS MSDONNELL_
CREATE AMAZ I N G.
Burns & McDonnell Dallas 15950 North Dallas Parkway Dallas, TX 75248 0 972-455-3100 F 972-386-4026