ML22307A296
| ML22307A296 | |
| Person / Time | |
|---|---|
| Site: | 07000925 |
| Issue date: | 10/07/2022 |
| From: | Burns & McDonnell |
| To: | Office of Nuclear Material Safety and Safeguards |
| Shared Package | |
| ML22308A152 | List: |
| References | |
| BMCD-GWREMED-TM007, Rev. A | |
| Download: ML22307A296 (1) | |
Text
APPENDIX B - NOTICE OF INTENT AND AUTHORIZATION
DEQ Form 606-002A Oct 18, 2017 Oldahoma Department of Environmental Quality Notice of Intent (NOi)
OKlAHOMA OUA~TMENf Of ENVl~ONl>.EtllAl OUAlTIY for Stormwater Discharges Associated with Construction Activity under the OPDES Construction General Permit OKRlO Submission of this NOI constitutes notice that the party identified in Section lof this form intends to be authorized by DEQ for stoIDlwater discharges associated with construction activity on land disturbance of equal to or greater than 1 or more acres, or less than 1 acre of total land area that is part of a larger common plan of development or sale in the State of Oklahoma. Becoming a permittee obligates such discharger to comply with the terms and conditions of the OKRl O permit.
To obtain an authorization from DEQ, this form must be complete with all the pertinent information.
All associated fees must be submitted with this NOI..See instructions for com letin the NOl on a es 3 and 4 of this form.
NEW APPLICATION, 0 MODIFICATION or (81 RENEW AL of current permit, enter the authorization number: 0 KR.1 0 2 7 644 Operator Name: _
B_u_r_ns_ &_M_cD_on_n_e_l_l E_n_g_i_n_ee_r_in_g_ C_o_m_p_a_n_y_, _ln_c _ ___
Phone: _
_ (_3_14_)_6_8_2_-_15_6_0 __
Mailing Address: ______
9_4_oo_ w_a_r_d_P_a_r_kw_a_y _______ ___ ___ _
City: ___ K_a_n_s_a_s _C_it_Y ___ State: ___
M_o _ _ _ Zip Code: _
_ 6_4_1_1_4 _ _ _
Operator's Point of Contact : _______
J_o_h_n_H_e_se_m_a_n_n _ _ _____
Title:
___ R_eg_i_o_n_a_l _M_a_n_a_g_e_r _ _ _
jhesemann@burnsmcd.com Site/Project Name: ______ G_ro_u_n_d_w_a_t_e_r_R_e_m_e_d_ia_t_io_n_P_ro_j_e_c_t _ _ ____ Phone: ___________ _
Site/ProjectAddress: _ ___ ________
_ 1_oo_ N_o_rt_h_H_ig_h_w_a_y_7_4 ____ _________ _
City: ___ G_ ut_h_ri_e _ __ County: _ ___ L_o_g_a_n _ _ _ _
State: __
o_K __ Zip Code: ___ 7_3_04_4 __ _
Site/Project's Point of Contact : -
~ ------J_e_ff_L_u_x _ _ _ _____
Title:
____ P_ro_je_c_t_M_ a_n_a_g_e_r __ _
Phone: ___
( 4_0_5_)_6_4_2-_5_1_5_2 __ E-mail: _
_ ___._ilu_x_@_e_n_v_p_m_._co_m ___ _ _
Site/Project's purpose:
Road/Bridge Wind Fann Residential Subdivision D Commercial Building lEIOthers 35°53'00.84"N 97°34'34.03"W Latitude: _ _ _ ____ _ _ _
Longitude: ____ _____ _
Latitude: _ _______ _ _
Longitude: ___ ______ _
at the center of the Site/Project or starting and ending points for Linear Project Estimated construction start date:
0911812017 Estimated construction end date:
12/12/2017 Total area of the construction site: _ ___ 6_65_.o_o ___ (acres)
Estimated area to be disturbed: ___ _ 1_.o_o _ __ (acres)
- CmTent total impervious area: ___ 6_6_2_.o_o ___ (acres)
Post-construction total impervious area: ___ 6_6_2_-_o_o _ __ (acres)
Post -construction runoff coefficient of the site: _ _ o_.2_2 _ _ Soil and fill material description: sandY clay loam-silty clay loa Is this site part of the common plan of development or sales?
D Yes 181 No Endangered Species Eligibility a.D My site/project is not located within any of the corridors of Federal and State identified Aquatic Resources of Concern (ARC);
- b. lEI My site/project is located within a con-idor of Federal and State identified ARC and I agree to implement the control measures specified in Step 2 of Part 10.2 of the OKRl0 permit;
- c. D If one of eligibility criteria cannot be met, I may use Addendum H for equivalent sediment controls or contact DEQ at ( 405)702-8100 for further assistance;
- d. D I am required to have an Endangered Species Act Section 7 consultation process and
- e. D I am relying on another permittee's certification of eligibility and agree to comply with the conditions of that certification.
Does the facility discharge stmmwater into a MS4?
D Yes 181 No, If yes, name of the MS4 Operator: ______ _
Receiving Water Information (note: use additional sheet of paper if necessary)
Name of the Receiving Waterbody Is this waterbody impaired?
Is there a TMDL for that impairment?
If so, what are its im airmen ts?
Yes 181 No Cimarron River (OK62091001001 O_
Yes No Yes No Yes No D Yes No Yes No Yes No Yes No Has the SWP3 been prepared and available on site?
ffi Yes tll No Is the operator registered for constrnction activities with the Secretary of State of Oklahoma?
~ Yes D No Proposed Best Management Practices to control pollution in the stormwater discharges, check all that apply:
D Construction phased D Sediment basin/trap 121 Mulching/seeding/sodding 121 Vegetated buffer D Vehicle/concrete wash-out D Construction entrances IZ1 Spill prevention/cleanup D Construction sequencing IZI Site inspection IZ1 Silt fence IZI Employee training D Riprap D Diversion dikes D Waste management D Compost blanket/geotextiles D Gradient ten-aces D Inlet protection D Stream crossings D Check dams D Silt dikes Other BMPs: ---------------------------------'------
- Post-construction Best Management Practices for construction activities, Check all that apply:
D Nan-ow street/turnaround D Wet/dry pond D Protected natural features D Vegetated filter trips D Eliminated curbs & gutters D Wetland D Infiltration basin/trench D Porous pavement D Bio-retention/rain gardens D Riparian D Redevelopment/retrofit D Grassed swales D Low impact development D Gre.en designs D Conservation easements D Retrofit
- ,\\i~j:*
I certify under penalty of lmv that this document and all attachments were prepared under my direction or supervis;on in accordance with a system designed to assure that qualified personnel properly gathered and evaluated the information submitted Based on my inquilJJ 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 h(Jl)e no personal knowledge that the information submitted is other than true, accurate, and complete. I am mvare that there are significant penalties for submittingfalse information_. including the possibility of fine and imprisonment for knowing violations.
Print Name:
John Hesemann
Title:
Regional Manager For DEQ*_µse_ only:.Assigned Authorization-'Number: oKR.10-'-*.. _______ ~--
Instructions for Completing NOi Form 606-002A 0
K l A H O M.A DfrARll,lftH Of EtlYIWW,IHHAt OUA\\ilY for Stormwater Discharges Associated with Construction Activity on Sites of One or more acres under the OPDES Construction General Permit OKRlO Who Must File an NOi Form Under Section 402(p) of the Clean Water Act and regulation at 40 CFR § 122.26, adopted and incorporated by reference in Oklahoma Administrative Code (OAC) 252:606-l-3(b)(3)(L), stormwater discharges associated with construction activities are prohibited to waters of Oklahoma State unless authorized under an Oklahoma Pollutant Discharge Elimination System (OPDES) permit from Oklahoma Department of Environmental Quality (DEQ). Operators of construction sites where one or more acres are disturbed, smaller sites that are pa1i of a larger common plan of development or sale where. there is a cumulative disturbance of at least one acre must obtain coverage under the OPDES Construction General Permit (CGP) OKRl0 by submitting a completed NOI to DEQ. If you have questions regarding permit coverage under the Stormwater Program, you may call the Stonnwater Unit of Environmental Complaints and Local Services (ECLS) of DEQ at ( 405) 702-6100 or email to ecls-stormwaterpermitting@deg.ok.gov.
Completing the NOI Form To complete an NOI form, type or print in all the appropriate places of the form. Check the appropriate box whether you are filing for a new application or modification or renewal of your current permit. Enter your current authorization number, if you are applying for pe1mit modification or renewal.
Section I. Operator Information Provide the legal name, mailing address and telephone number of the company/firm, public organization, or any other entity that either individually or together meets the following two criteria: (1) have operational control over construction plans and specifications, including that the ability to make modifications to those plans and specifications (e.g., in most cases this is the owner of the site); and/or (2) have the day-to-day operational control of those activities at the site necessary to ensure compliance with Stormwater Pollution Prevention Plan (SWP3) and/or other permit conditions (e.g., they are authorized to direct worker at a site to carry out activities required by the permit; in most cases this the general contractor of the project).
Also enter the name, title, phone number, and email address for the operator's point of contact.
Section II. Site/Project Information Provide the site/project's official or legal name, phone number and street address or general location information (e.g., Intersection of State Highways 61 and 34). Also provide the name, title, phone number, and email address for the site/project's point of contact.
Indicate the purpose of the project (i.e., residential subdivision, commercial building, road and/or bridges, wind faim, etc.).
Provide Latitude and Longitude of the construction project or site (at the center of the site). Latitude and Longitude can be obtained online at DEQ and USGS's websites or other mapping tools.
Provide the estimated staiting and ending dates of the construction or site or project. The date must be provided in DD-MM-YYYY where YY is the year, MM is the month and DD is the date.
Provide total area of construction site, and estimated area to be disturbed in acres.
Provide total impervious ai*ea (pre-construction) and total imperious ai*ea construction completed (post-construction) in acres.
Provide post-construction runoff coefficient of the site after the construction addressed in the NOI is completed. Operator may use recommended runoff coefficients in Addendum I of this permit. Average coefficients for composite ai*ea may be calculated on an area weighted basis from C=I:CiAifIAi Where Ci is the coefficient applicable to the ai-ea Ai.
Descript the nature of fill material and existing soil data describing soils (i.e., coai*se-grained soils: gravels, sands, or fine-grained soils: silts and clays, silts and clays, and highly organic soils etc.). Operator may use soil classification chart in of Addendum H to determine the types of the soils on the sites.
Indicate whether this is the site bf the common plan of development or sale.
Complete the section on Endangered Species Eligibility by checking the appropriate box: (a) the site/project is not located within any of the corridors of the Federal or State identified Aquatic Resources of Concern (ARC) and further investigation is not required; or (b) the site/project is located within a corridor of a Federal or State identified ARC. Operator agrees to implement the control measures specified in Step 2 of Pait 10.2 of this permit; or ( c) If one of those eligibility criteria under Part 1.2.2.E.2.b, d, ore cannot be met, operator may use Addendum H Buffer Requirements to evaluate alternatives of buffer requirements and select equivalent sediment controls or contact DEQ for fmiher consultation; or (d) operator's federally approved constructi?n activities are authorized by the appropriate Federal or State agency and that authorization addresses the Endangered Species Act Section 7 consultation for the operator's stormwater discharge or stmmwater-related activities.
Operator selecting option d
must include documentation from US Fish and Wildlife Service (USFWS) or a qualified biologist that demonstrates Section 7 consultation has been completed. The SWP3 must include any conditions resulting from that consultation; or (e) operator's stormwater dischai*ges and stormwater-related activities were already addressed in another operator's certification of eligibility under Pmi l.3.2E.2.d that included the proposed site/project area.
Operator agrees to comply with any conditions attached to that certification.
Section III. Site/Project Discharge Information Indicate whether the site/project dischai*ges stormwater to a Municipal Separate Storm Sewer Syste*m (MS4), if yes; enter the name of the MS4 operator. A MS4 is defined as a conveyance or system of conveyances, including roads with drainage systems, municipal streets, catch basins, curbs, gutters, ditches, man-made channels, or st01m drains that are owned or operated by a state, city, town, borough, parish, district, association, or other public body which is designed or used for collecting or conveying stmmwater.
Identify all the receiving waterbodies from the sites that discharge st01mwater, including names of those waterbodies.
Check appropriate box if the receiving waterbody is listed in DEQ 303(d) impaired waterbodies or drained to the watershed with approved Total Maximum Daily Loads (TMDL) report.
Identified the pollutant(s) for which the waterbody is impaired.
Instructions for Completing NOi Form 606-002A OKLAHOMA Df?AR1MEIIJ Of flNIWNMHHAL OUAllTY for Stormwater Discharges Associated with Construction Activity on Sites of One or more acres under the OPDES Construction General Permit OKRlO Section IV. Stormwater Pollution Prevention Plan (SWP3)
Information All site/projects eligible for coverage under the CGP OKRIO pe1mit must prepare a SWP3 prior to submitting the NOI to DEQ. The SWP3 is intended to document the selection, design, and installation of different control measures to meet the pe1mit's non-numeric technology based effluent limitations, if applicable, numeric effluent limitations, and water quality based effluent limitations contained in Pait 3 of the Permit as well as to document compliance with other permit requirements. The SWP3 must be prepared in accordance with good engineering practices and to indust1y standai*ds.
Check appropriate box whether the SWP3 has been prepai*ed and is available on site.
Check appropriate box if the operator has registered for construction activities with the Secretaiy of State of Oklahoma.
List all the proposed Best Management Practices (BMPs) for construction activities. Operator must describe the proposed measures, including BMPs to control pollutants in stormwater discharges during construction. Specify any BMPs to be used if additional erosion and sediment controls are required by local government or due to specific site conditions.
List all the post-construction proposed Best Management. Practices (B1'1Ps) for construction activities. Operator must describe the proposed measures to be used to control pollutants in stormwater discharges that will occur after construction operations have been complete, including any BMPs to be used if additional erosion and sediment controls are required by local government or due to specific site conditions.
Section V. Certification Federal regulations require all permit applications and rep01t shall be signed as follows:
For a corporation: by a responsible corporate officer, which means: (i) a president, secretary, treasurer, or vice-president of the corporation in charge of a principal business function, or any other person who performs similai* policy or decision making functions for the corporation, or (ii) the manager of one or more manufacturing, production, or operating facilities, provided, the manager is authorized to make management decisions which govern the operation of the regulated facility including having the explicit or implicit duty of making major capital investment recommendations, and initiating and directing other comprehensive measures to assure long term environmental compliance with environmental law and regulations; the manager can ensure that the necessaiy systems ai*e established or actions taken to gather complete and accurate information for permit application requirements; and where authority to sign1 documents had been assigned or. delegated to the manager in accordance with corporate procedures; For a paitnership or sole proprietorship: by a general partner or the proprietors, respectively (Note: for li!nited liability company (LLC) - by one of its owners, called managing members/partners of the company); or For a municipality, state, Federal, or other public facility: by either a principal executive or ranking elected official.
- Modifying Existing Notice Of Intent (NOI)
After issQance of an authorization, an amended NOI may be submitted by a permittee if circumstances change ( e.g., the area to be disturbed has been changed from 20 acres to 40 acres).
However, the modification of an NOI cannot be used if the area to be disturbed has been changed from 40 acres to 20 acres. The amended NOI shall include the operator's assigned authorization number and request a change.
The original authorization number will be retained. DEQ will provide an acknowledgement by either mail or email that the amended NOI has been received and processed. Perrnittees must update their SWP3 to reflect the modification.
Submitting Your NOi Form Completed NOI form must be submitted to the following address:
Stormwater Unit of ECLS Oklahoma DEQ P.O. Box 1677, Oklahoma City, OK 73101-1677 or fax it to: ( 405)702-6226 or email it to: ecls-st01mwaterpermitting@deq.ok.gov All applicable fees must be submitted with this NOI, including:
Renewal NOI - $100 application fee New NOI - $447.71 ($100 application fee and $347.71 annual permit fee)
Note:
Commencing December 21, 2020, NO! must be electronically submitted to DEQ. Instructions on how to access and use the appropriate electronic reporting tool will be made available on DEQ's website prior to the December 21, 2020 compliance deadline.
Do not submit an SWP3 with the NO! unless the site/project is located (1) within Outstanding Resource Waters (ORFV), or (2) within a Federal and State ARC, or (3) within a Watershed that is subject to an approved T.MDL, and/or watershed plan and/or local compliance plan and such site to be disturbed is about 5 acres or more, or (4) *within a larger site which is disturbing land of 40 or more acres.
OKLAHOMA DEPARTMENT OF ENVIRONMENTAl QUA LITY SCOTT A. THOMPSON Executive Director OKLAHOMA DEPARTMENT OF ENVIRONMENTAL QUALITY March 9, 2017 John R Hesemann Bums & McDonnell Engineering Co., Inc.
9400 Ward Pkwy Kansas City, MO 64114 Re:
Authorization for Stormwater Discharge from Construction or Land Disturbing Activity DEQ Authorization Number: OKR l 027644
Dear Mr. Hesemann:
MARY FALUN Governor The new Notice of Intent for the facility listed below was received on February 97 2017 and processed by the Oklahoma Depai1ment of Environmental Quality (DEQ). Enclosed is an authorization allowing you to discharge stormwater associated with construction or land disturbing activities under the terms and conditions ofiOPDES General Permit OKRIO for stormwater discharges from constmction activities from the following site located in Logan County.
Facility:
Groundwater Remediation Project 100NHwy74 Guthrie, OK 73044 All applicable fees associated with this authorization have been paid. Site that remains active one year from the effective date of the authorization will be invoiced for the next full permit year. Once this project is completed and stabilized, you must submit a Notice of Termination form to DEQ to terminate this authorization. Please note that your authorization will expire on September 12, 2017.
If you have any question regarding this Authorization or the Stormwater Program, please call me at
( 405)702-8193.
Ismat Esrar, P.E.
Municipal Discharge & Stormwater Permitting Water Quality Division 707 NORTH ROBINSON, P.O. BOX 1677, OKLAHOMA CITY, OKLAHOMA 73101-1677 printed on recycled paper with soy ink
Oklahoma Department of Environmental Quality Authorization to Discharge under the OPDES Stormwater Construction General Permit OKR10 AUTHORIZATION NO. OKR1027644 In compliance with the Oklahoma Pollution Discharge Elimination System (OP DES) Act, 27 A O.S. §2-6-201, the Rules of the Department of Environmental Quality (DEQ), and in reliance on the certified statements and representations heretofore made in its application, Burns & (VlcDonnell Engineering Co., Inc.
9400 Ward Pkwy Kansas City, MO 64114 is authorized to discharge stormwater from a construction site located in Logan County at Groundwater Remediation Project 100 N Hwy 74 Guthrie, OK 73044 The receiving body of water is Cimarron River.
This facility discharges into an aquatic resource of concern.
The OPDES permit requires permittee to have a Stormwater Pollution Prevention Plan (SWP3) which includes a description of appropriate sediment control measures. These are applicable to your construction site, which is subject to inspection. Proof of this authorization must be available at the construction site.
The authorization shall become effective March 10, 2017 and will expire at midnight September 12, 2017.
All terms and conditions of the OPDES Stormwater Construction General Permit OKR10, as published on September 13, 2012, shall apply to the recipient of this authorization.
Micheal Jordan, P.E., Engineering Manager Municipal Discharge & Stormwater Permitting Water Quality Division
APPENDIX C - CONSTRUCTION SITE NOTICE
Groundwater Remediation Project CONSTRUCTION SITE NOTICE For Storm Water Discharges Associated with Construction Activity Authorized by the Oklahoma Department of Environmental Quality under the National Pollutant Discharge Elimination System Permittee:
Environmental Properties Management, LLC Project Name:
Groundwater Remediation Project General Permit No.:
OKR1027644 Facility and SWP3 Jeff Lux, Project Manager Contact Name:
( 405) 642-5152 Project
Description:
The Project will construct four injection trenches and one extraction trench in Logan County, Oklahoma (35°53'00.84"N, 97°34'34.03"W) to test the groundwater injection and extraction efficiency as part of final design for a groundwater remediation project. The goal of the groundwater remediation project is to reduce the concentration of contaminates (e.g., uranium, nitrates, and fluorides) in the groundwater to levels that will allow unrestricted release of the site and license termination from foe U.S. Nuclear Regulatory Commission and the Oklahoma DEQ. Major soil-disturbing activities associated with the Project include trenching, excavation, backfilling, and rvehicular traffic.
The Project site is approximately 665 acres, of which an estimated 1 acre will be disturbed. Construction is scheduled to begin on September 18, 201 7, with an estimated completion date of January 15, 2018.
The construction plan is located and available onsite in the site manager's truck.
The Notice of Intent is attached to this document.
APPENDIX D - NOTICE OF TERMINATION
Instructions for Completing NOT Form 606-003 OKlAHO/.IA C!fAll"O,T Qf fl;'MO!i'A!l<TAI Ol*~t*W for Stormwater Discharges Associated with Industrial or Construction Activity Who May File a Notice of Termination Form The Permittee currently covered by the OKR05 (Industrial) or OKRlO (Construction) General Permit for stormwater discharges associated with industrial or construction activity must submit a Notice of Termination (NOT) within 30 days after one or more of the following conditions have been met:
A new owner or operator has taken over responsibility for the facility or site or project, and has submitted an NOi for permit coverage.
Stormwater discharge from industrial activity is being terminated under the OKR05 permit.
All construction activities have completed and met all other requirements under the OKRlO permit, including final stabilization, on all portions of the site. (See Part'3.3.2.B of the OKR10 permit for specific requirement on final stabilization}.
You obtained coverage under an individual or alternative general permit for all discharges.
You must meet all of the termination requirements of the general permit prior to submitting the NOT.
Section I. Permit Information Provide the current OPDES General Permit number assigned to the facility or the site identified in Section II. Indicate your Reason for submitting this NOT by checking the appropriate box.
Section II. Operator Information Provide the legal name of the company, firm, public organization or any other entity that operates the facility or site described in this NOT. Provide the operator's phone number, mailing address, and email address.
Section Ill. Facility Information Provide the legal name of the facility or site or project and complete street address, including city, county, state, and ZIP code of the facility or site. If the facility or site lacks a street address, indicate the general location of the facility (e.g., Intersection of State Highways 74 and 34).
Provide the latitude and longitude at the entrance of the facility or site or the center of the construction project or site. Latitude and Longitude can be obtained online at DEO, USGS, or by using other mapping tools.
You must also include an updated facility map or site map that shows all disturbed areas over the course of your construction/project (i.e.,
aerial images or general site maps with project extents marked, including stabilized areas of concrete or asphalt batch plants, equipment staging yards, stockpile, borrow areas, wash-out area, etc.)
with this form.
Section IV. New Operator Information If applicable, provide the legal name of the company, firm, public organization or any other entity that has assumed ownership for the facility or site described in this NOT.
Provide phone number, complete physical address including city, state, ZIP code, and email address. If there is more than one new operator, use additional sheet(s) to include all the new operators' information.
Permittee is required to prepare and submit a Notification of Change of Ownership (NCO) form for each new owner and submit the NCO form to DEQ (see Part 2.3.3 of OKRlO for change of ownership requirement).
NCO forms may be submitted at the change of ownership or with the NOT.
Section V. Certification The NOT form must be signed as follows:
For a corporation: by a responsible corporate officer. For the purpose of this Section, a responsible corporate officer means: (i) a president, secretary, treasurer, or vice-president of the corporation in charge of a principal business function, or any other person who performs similar policy-or decision-making functions for the corporation, or (ii) the manager of one or more manufacturing, production, or operating facilities, provided, the manager is authorized to make management decisions which govern the operation of the regulated facility including having the explicit or implicit duty of making major capital investment recommendations, and initiating and directing other comprehensive measures to assure long-term environmental compliance with environmental laws and regulations; the manager can ensure that the necessary systems are established or actions taken to gather complete and accurate information for permit application requirements; and where authority to sign documents has been assigned or delegated to the manager in accordance with corporate procedures; For a partnership or sole proprietorship: by a general partner or the proprietor, respectively (Note: for limited liability company (LLC) - by one of its owners, ca/led managing members/partners of the company);
For a municipality, state, Federal, or other public facility: by either a principal executive officer or ranking elected official.
Include the name and title of the person signing the form and the date of signing.
An unsigned or undated NOT form will not be processed for termination of permit coverage.
If you have questions, contact Stormwater Unit of Environmental Complaints and Local Services (ECLS} of DEQ at (405) 702-6100 or email to ecls-sto rmwate rpe rmitting@deg.ok.gov Where to File an NOT form:
Completed NOT must be submitted to the following address:
Stormwater Unit of ECLS Oklahoma DEQ P.O. Box 1677 Oklahoma City, Oklahoma 73101-1677 or fax it to: (405)702-6226 or email it to: ecls-stormwaterpermitting@deg.ok.gov Commencing December 21, 2020, NOT must be electronically submitted to DEQ. Instructions on how to access and use the appropriate electronic reporting tool will be made available on DEQ's website prior to the December 21, 2020 compliance deadline.
DEQForm 606-003 July 5, 2017 OKLAHOMA DEPARTMENT Of ENVIWN11.EIITA! OU.All!Y Oklahoma Department of Environmental Quality Notice of Termination (NOT) for Stormwater Discharges Associated with Industrial Activity or Construction Activity under an OPDES General Permit Submission of this NOT form constitutes notice that the operator identified in Section II of this form no longer intends to be authorized to discharge stormwater associated with industrial or construction activity under an OPDES Stormwater General Permit. Authorization is not terminated until you are notified that all termination requirements have been met and your complete NOT has been processed by DEQ.
All necessary information must be provided on this form. See completing instructions on the back of this form.
I. Permit Information DEQ Authorization Number: OKR ________ _
Reason for Termination (check one only):
Cl A new owner or operator has taken over responsibility for the facility/site/project and has submitted an NOi for permit coverage.
D Stormwater discharge from industrial activity is being terminated under OKR0S permit.
. D All construction activities have been completed and met all other requirements under OKR10 permit including final stabilization on all portion of the site.
Cl You obtained coverage under an individual or alternative general permit for all stormwater discharges.
II. Operator Information Operator Name: ________________________ _ Phone: _________ _
Mailing Address: _______________________ _ City: ________ _
County: _________ State: __ Zip Code: _____ E-mail: ___________ _
Ill. Facility/Site/Project Information Facility or Site Name:------------------ -----*-------------
Address: ____________________________________ _
City: ___________ County: _________ State:~ Zip Code: _____ _
Latitude: ________ Longitude: _________ at the entrance of the facility or center of the site (Note: You must include an updated facility map or site map that shows all the completed activities.)
IV. New Operator Information New Operator Name: ______________________ Phone: __________ _
Address: ______________________________ City: ________ _
County: ________ State:~ Zip Code: _____ E-mail: ____________ _
{Note: Use additional sheets of paper if necessary. Permittee is required to prepare a Notification of Change of Ownership for each new operator)
V. Certification I certify under penalty of law that all stormwater discharges associated with industrial or construction activity from the identified facility that were authorized by a general permit have been eliminated or that I am no longer the operator of the facility or construction site. I understand that by submitting this NOT form and upon receiving the termination letter from DEQ that the all termination requirements have been met and the complete NOT has been processed, I am no longer authorized to discharge stormwater associated with industrial or construction activity under the General Permit OKR0S or OKR10 to waters of the State. It is unlawful under the Clean Water Act and OAC 252:606-1-3(b)(3)(L) where the discharge is not authorized by an OPDES permit. f also understand that the submittal of this NOT form does not release me as operator from liability for any violations of this Permit or the Clean Water Act.
Print Name:
Title:
Signature: ______________________ Date:
APPENDIX E - FIGURES AND RUNOFF COEFFICIENT CALCULATION
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APPENDIX F - AGENCY CORRESPONDENCE
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 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
Ms. Hillary Young Oklahoma Department of Environmental Quality May 6, 2016 Page 2
~
environmental properties management, LLC 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, R 4 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 Division of Ecological Services 9014 East 21 st Street
- ?i.
To: Bryan R. Gasper Tulsa, Oklahoma 7 4129 918/581-7458 / (FAX) 918/581-7467 August 25, 2015 Online Project Review Concurrence Letter 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.
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.
2
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.
3 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.
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.
Enclosures:
Sincerely, Isl Jontie Aldrich Acting Field Supervisor Oklahoma Ecological Services Field Office
- 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.
4
Weis, Brian From:
Sent:
To:
Subject:
Ok Project Review, FW2 < okprojectreview@fws.gov>
Monday, August 31, 2015 11:25 AM Gasper, Bryan R.
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:
811912015 Please note that response times described in Steps 7a and 7b have changed from 60 days (65 for hardcopy submissions) to 45 days (SO for hard copy submissions).
811912015 The Online Concurrence Letter (from Step 7a) and the Online Project Review Request Form (Step 7b) have 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
Division Chief September 8, 2015 Page2 METHODS BURNS 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. Geological Survey (USGS) 1 :24,000 Topographic Quadrangle: Crescent, Oklahoma (2002)
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 the Cross Timbers Transition Zone of the Central Great Plains Ecoregion. 1 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 Y ahola 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).
Division Chief September 8, 2015 Page 4 BURNS Y ahA Y ahola 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 Y ahola 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).
Division Chief September 8, 2015 Page 5 Wetlands BURNS 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.
Division Chief September 8, 2015 Page 6 BURNS 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 North Dal las Parkway\\ Tower II, Suite 700 \\ Dallas, TX 75248 0 972-455-3100 \\ F 972-386-4026 \\ burnsmcd.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
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~BURNS
~M!:DONNELL 9400 WARD PARKWAY KANSAS CITY, MO 64114 816-333-9400 OKLAHOMA FIRM LICENSEE NO. 421 JANUARY 2017 B. CLEMENT checked B. CLEMENT J. HESEMANN Cimmaron Environmental Response Trust OVERALL SITE PLAN project 96785 I contract drawing BMCD-GWREMED-C001 -
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UP-1 PILOT TESTING AREA 1355~
- 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 INSTALLATION AND PILOT TESTING ACTIVITIES. CONTRACTOR MAY SUBMIT ALTERNATE TRENCH ALIGNMENT 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.
- 8. SEE SHEET C202 FOR CONSTRUCTION DETAILS OF MONITOR WELLS AND INJECTION WELLS.
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~BURNS
"-M~DONNELL 9400 WARD PARKWAY KANSAS CITY, MO 64114 816-333-9400 OKLAHOMA FIRM LICENSEE NO. 421 JANUARY 2017 B. CLEMENT checked B. CLEMENT J. HESEMANN Cimmaron Environmental Response Trust WESTERN AREA SITE PLAN 96785 I contract rev.
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1* ~~~L;A~~i* EQUIPMENT, TRENCH ELEVATION A:~:~~~~ STAGED AT AN FLOOD ELEVATION IN A;EMA 100-YEAR THE SWPPP CORDANCE WITH 2 CONTRACTOR SHA MONITOR WELL LL PROTECT EXISTING EXTRACTION TRS DURING INJECTION AND PILOT TESTING :iT~~l~~:tLLATION AND CONTRACTOR MA y TRENCH ALIGNMEN~~~MIT ALTERNATE
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~MSDONNELL 9400 WARD PARKWAY KANSAS CITY, MO64114 OKL 816-333-9400 AHOMA FIRM LICENSEE NO. 421 FEBRUARY 2017 B. CLEMENT checked B. CLEMENT J. HESEMANN Cimmaron Environmental Response Trust BURIAL AREA 1 SITE PLAN 96785 I contract rev.
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- 2. STATIC PIEZOMETRIC SURFACE FOR WESTERN AREA TREATMENT FACILITY CREATED FROM WATER LEVEL MEASUREMENTS FROM SANDSTONE A MONITOR WELLS ON MARCH 18, 2015.
- 3. SUBSURFACE INFORMATION SHOWN IS BASED ON LIMITED 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 FEET BELOW GROUND SURFACE, WHICHEVER IS SHALLOWER.
- 8. SEE SHEET C202 FOR MONITOR WELL AND INJECTION WELL CONSTRUCTION DETAILS.
no.I date j by j ckd I description A 2/01/17 BC JH FOR REVIEW PRELIMINARY - NOT FOR CONSTRUCTION
~BURNS
"-.MSDONNELL 9400 WARD PARKWAY KANSAS CITY, MO 64114 816-333-9400 OKLAHOMA FIRM LICENSEE NO. 421 JANUARY 2017 B. CLEMENT checked B. CLEMENT J. HESEMANN VERTICAL SCALE 5'
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FOR NEARBY MOFORMATION SHOWN SUBSURFACCE~%SIDERED SHOULD BE APPROXIMATE STONE A MONITOR EXISTING SAND D SCREEN WELL LOCATIONS A;JECTED IN CROSS INTERVALS ARE PR SECTION AND MONITOR WELLS 5 INJECTION WEl~~~CTION TRENCHES INSTALLED IN RUCTED SO THAT WILL BE CONST AL COMPLETEL y SCREEN INTERV E VERTICAL PENETRATE TH~~~ INJECTION TRENC~
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~BURNS L
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- 2. STATIC PIEZOMETRIC SURFACE FOR BURIAL AREA 1 CREATED FROM WATER LEVEL MEASUREMENTS FROM SANDSTONE BAND TRANSITION ZONE MONITOR WELLS ON AUGUST 8, 2016.
- 3. EXISTING SANDSTONE BAND TRANSITION ZONE MONITOR WELL LOCATIONS AND SCREEN INTERVALS ARE PROJECTED IN CROSS SECTION.
- 4. CONTRACTOR SHALL ABANDON EXISTING MONITOR WELLS PRIOR TO TRENCH CONSTRUCTION AS DIRECTED BY ENGINEER FOLLOWING COMPLETION OF TRENCH INSTALLATION, CONTRACTOR SHALL RE-INSTALL MONITOR WELLS AS DIRECTED BY ENGINEER. ENGINEER WILL PROVIDE MONITOR WELL LOCATIONS AND WELL CONSTRUCTION DETAILS FOR BA1 MONITOR WELLS NOT DEPICTED ON SHEET C103 UPON COMPLETION AND ACCEPTANCE OF TRENCH INSTALLATION.
5 MONITOR WELL 1407 SHALL BE CONSTRUCTED WITH A SCREEN INTERVAL FROM 8 TO 13 FEET BELOW GROUND SURFACE. MONITOR WELL 1408 SHALL BE CONSTRUCTED WITH A SCREEN INTERVAL ACROSS BOTH THE TRANSITION ZONE AND SANDSTONE B. SEE SHEET C202 FOR CONSTRUCTION DETAILS FOR ALL OTHER MONITOR WELL, INJECTION WELL, AND SUMPS DEPICTED ON SHEETS C003 AND C103.
no.J date I by I ckd I description A 2/01/17 BC JH FOR REVIEW PRELIMINARY - NOT FOR CONSTRUCTION
~BURNS
"-M~DONNELL 9400 WARD PARKWAY KANSAS CITY, MO 64114 816-333-9400 OKLAHOMA FIRM LICENSEE NO. 421 JANUARY 2017 B. CLEMENT checked B. CLEMENT J. HESEMANN VERTICAL SCALE 0
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- 2. SET THE STAKES ALONG THE DOWN SLOPE SIDE OF THE TRENCH.
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SHEET FLOW INSTALLATION (PERSPECTIVE VIEW)
NOT TO SCALE FLOW DRAINAGEWAY INSTALLATION (FRONT ELEVATION)
NOT TO SCALE NOTE:
WATER OVERFLOW HEIGHT POINT A SHOULD BE HIGHER THAN POINT B.
t SOURCE: MODIFIED FROM VA. OCR, 1992 SEDIMENT FENCE NOTES:
A) INSTALLATION:
- 1. THE HEIGHT OF SEDIMENT FENCE SHALL BE A MINIMUM OF 16 INCHES ABOVE THE ORIGINAL GROUND SURFACE AND SHALL NOT EXCEED 34 INCHES ABOVE THE GROUND SURFACE.
- 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.
- 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 SHALL BE USED.
POSTS FOR THIS TYPE OF FABRIC SHALL BE PLACED A MAXIMUM OF 6 FEET APART.
THE SEDIMENT FABRIC SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING A 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.
- 6. PLACE THE BOTTOM 1 FOOT OF FABRIC IN THE MINIMUM-OF-6-INCH DEEP TRENCH, LAPPING TOWARD THE UPSLOPE SIDE.
BACKFILL ~TH COMPACTED EARTH OR GRAVEL.
- 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:
- 1.
DETERMINE THE EXACT LOCATION OF UNDERGROUND UTILITIES, BEFORE FENCE INSTALLATION SO UTILITIES ARE NOT DISTURBED.
- 2.
GRADE ALIGNMENT OF FENCE AS NEEDED TO PROVIDE A BROAD, NEARLY LEVEL AREA UPSTREAM OF FENCE TO ALLOW SEDIMENT COLLECTION AREA.
C) INSPECTION MAINTENANCE:
- 1. INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL.
MAKE ANY REQUIRED REPAIRS IMMEDIATELY.
- 2. SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE, OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY.
- 3. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE.
AVOID DAMAGING OR UNDERMINING THE FENCE DURING CLEANOUT.
SEDIMENT ACCUMULA TlON SHOULD NOT EXCEED 1 /2 THE HEIGHT OF THE FENCE.
- 4. REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS, AND BRING THE AREA TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY AND COMPLETELY STABILIZED.
AMERICAN PUBLIC WORKS ASSOCIATION SEDIMENT FENCE KANSAS CITY METROPOLITAN CHAPTER ST AND ARD DRAWING NUMBER ESC-10 ADOPTED:
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1//////////////
HORIZONTAL CHISEL POINT (3-INCH WIDTH)
ROLL OF SEDIMENT FENCE FABRIC ABOVE GROUND SLICING BLADE NOTE (3/HNCH WIDTH)
VIBRATORY PLOW IS NOT ACCEPTABLE BEC AUSE OF HORIZONTAL COMPACTION.
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- 5. SINK POSTS AS FA AS FABRIC ABOVE GROUND R BELOW GROUND SEDIMENT FENCE STEEL SUPPORT POST FLOW 100% COMPACTION
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SUPER SEDIMENT FENCE
- 1. EXCAVATE A 6"X4" TRENCH
- 3. ATTACH THE GEOTEXTILE FABRIC TO THE WIRE FENCE AND EXTEND IT INTO AND AROUND THE BOTTOM OF THE TRENCH.
- 2. SET THE METAL T-POSTS OR FENCE POSTS ON THE DOWNSLOPE SIDE OF THE TRENCH. SECURE WIRE FENCING TO THE POSTS.
- 4. BACKFILL AND COMPACT THE EXCAVATED SOIL.
EXTENSION OF FABRIC AND WIRE INTO THE TRENCH NOT TO SCALE C) INSPECTION AND MAINTENANCE:
SUPER SEDIMENT FENCE NOTES:
A) CONSTRUCTION SPECIFICATIONS:
- 1. FENCING SHALL BE 42-INCHES IN HEIGHT.
- 2. WIRE FENCE SHALL BE FASTENED SECURELY TO THE FENCE POSTS WITH WIRE TIES AND STAPLES.
THE LOWER TENSION WIRE, BRACE AND TRUSS RODS, DRIVE ANCHORS, AND POST CAPS ARE NOT REQUIRED 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 B) INSTALLATION:
- 1. THE HEIGHT OF A SEDIMENT FENCE SHALL BE A MINIMUM OF 16 INCHES ABOVE THE ORIGINAL GROUND 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 INCH LONG, TIE WIRES, OR HOG RINGS.
THE WIRE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 2 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
- 5. SHALL BE EXTENDED INTO THE TRENCH.
THE FABRIC SHALL NOT BE STAPLED TO EXISTING TREES.
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
- 6. THIS APPLICATION WITH A MAXIMUM 3-FOOT SPACING OF POSTS.
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.
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- 1. INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL.
MAKE ANY REQUIRED REPAIRS IMMEDIATELY.
- 2. SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE, OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY.
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- 3. MAINTENACE SHALL BE PERFORMED AS NEEDED AND SEDIMENT BUILD-UPS REMOVED WHEN BULGES DEVELOP IN THE SEDIMENT FENCE OR WHEN SEDIMENT REACHES 50% OF THE FENCE HEIGHT.
AVOID DAMAGING OR UNDERMINING THE FENCE DURING CLEANOUT.
- 4. REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS, AND BRING THE AREA TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.
AMERICAN PUBLIC WORKS ASSOCIATION KANSAS CITY METROPOLITAN CH APTER SUPER SEDIMENT FENCE STANDARD DRAWING NUMBER ESC-12 ADOPlED:
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 O 1.
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 A.
B.
C.
D.
E.
2.02 A.
B.
SEED:
Seed shall be fresh, clean, new crop seed.
Seed mix will be provided in PART 3 - SEEDING.
Seed shall conform to all applicable laws of the State of Oklahoma.
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.
Wet, moldy, or seed that has been damaged in storage shall not be used.
MULCH: May be vegetative mulch or wood cellulose fiber.
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.
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 3.02
- 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:
A.
- 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.
SEEDING AND SPRIGGING:
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),
PLS 5
5 (Schizachyrium scoparium) or Comparable Indian grass Cheyenne, Lometa, or PLS 6
6 (Sorghastrum nutans)
Comparable Switchgrass Blackwell, Caddo, Alamo, PLS 5
5 (Panicum virgatum)
Kanlow, or Comparable Sideoats Grama El Reno, Haskell, or Comparable (Bouteloua curtipendula)
PLS 5
5 Sand Lovegrass Bend, Mason, or Comparable PLS 2
(Eragrostis trichodes)
Costal Bermudagrass Bushels of 30 (Cynodon dactylon) sprigs/acre Tall Fescue (Only in SE)
PLS 20 (Festuca arundinacea)
Wheat Grass Western or comparable PLS 112 (Bromus inermis)
Alfalfa PLS 10-20 (Medicago spp.)
Red Clover1 All PLS 5
(Trifolium pretense L.)
Wheat Bulk 100 (Triticum spp.)
Annual Ryegrass2 Bulk 100 (Lolium multiflorum)
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.
1Inoculate 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 3.03
- 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:
A.
B.
C.
D.
E.
- 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.
MULCHING:
Apply mulch to all seeded areas. On slopes exceeding 15 percent, apply with an asphalt emulsion.
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.
Apply vegetative mulch at the rate of 2-1 /2 tons per acre by means of a mechanical spreader or other approved methods.
Apply wood cellulose - fiber mulch hydraulically at the rate of 1,000 gallons per acre.
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
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SHALLOW SLOPE NOTE:
EROSION CONTROL BLANKET WHERE THERE IS A BERM AT THE TOP OF THE SLOPE, BRING THE MATERIAL OVER THE BERM AND ANCHOR IT BEHIND THE BERM.
STEEP SLOPE NOTE:
ON SHALLOW SLOPES, PROTECTIVE EROSION CONTROL BLANKETS MAY BE APPLIED ACROSS THE SLOPE.
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NOTE:
ON STEEP SLOPES, APPLY PROTECTIVE BLANKET PERPENDICULAR TO THE DIRECTION OF FLOW AND ANCHOR SECURELY.
EROSION CONTROL BLANKET NOTES (1 OF 2):
A) SITE PREPARATION:
AFTER SITE HAS BEEN SHAPED AND GRADED, PREPARE A FRIABLE SEEDBED RELATIVELY FREE FROM CLODS AND ROCKS MORE THAN 1 1/2 INCHES IN DIAMETER AND ANY FOREIGN MATERIAL THAT WILL PREVENT UNIFORM CONTACT OF THE PROTECTIVE COVERING WITH THE SOIL SURF ACE.
B) PLANTING:
LIME, FERTILIZE, AND SEED IN ACCORDANCE WITH SEEDING OR PLANTING PLAN.
WHEN USING JUTE MESH ON A SEEDED AREA, APPLY APPROXIMATELY ONE HALF THE SEED AFTER LAYING THE MAT.
THE PROTECTIVE COVERING CAN BE LAID OVER SPRIGGED AREAS WHERE SMALL GRASS PLANTS HAVE BEEN INSERTED INTO THE SOIL.
WHERE GROUND COVERS ARE TO BE PLANTED, LAY THE PROTECTIVE 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.
ALLOW TO LAY LOOSELY ON SOIL; DO NOT STRETCH.
- 2. UPSLOPE ENDS OF THE BLANKET SHOULD BE BURIED IN AN ANCHOR SLOT NO LESS THAN 6-INCHES DEEP. TAMP EARTH
- 3. FIRMLY OVER THE MATERIAL. WHEN TOP IS RELATIVELY FLAT, EXTEND BLANKET ABOUT 40 INCHES AWAY FROM SLOPE.
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.
- 5. STAPLES SHALL BE PLACED DOWN THE CENTER, STAGGERED WITH THE EDGES AT 3-FOOT INTERVALS.
D) TROUBLESHOOTING:
CONSULT WITH A QUALIFIED DESIGN PROFESSIONAL, IF ANY OF THE FOLLOWING OCCUR:
- 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.
NOTE:
BRING MATERIAL DOWN TO A LEVEL AREA BEFORE TERM INA TING THE INSTALLATION.
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- 3. DESIGN SPECIFICATIONS FOR SEED VARIETY, SEEDING DATES, OR EROSION CONTROL MATERIALS CANNOT BE MET; SUBSTITUTION MAY BE REQUIRED.
UNAPPROVED SUBSTITUTIONS COULD RESULT IN FAILURE TO ESTABLISH VEGETATION.
E) MAINTENANCE & INSPECTION INSPECT CONTROLS AFTER EACH RAIN EVENT OF 1/2 INCH OR GREATER, AND EVERY 7 DAYS UNTIL VEGETATION IS ESTABLISHED, FOR EROSION OR UNDERMINING BENEATH THE NETTING, BLANKETS, OR MATS.
IF ANY AREA SHOWS EROSION, PULL BACK THAT PORTION OF 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)
Stabilization Area Stabilization Method Have You Initiated Notes 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 Corrective Date on Which Notes No.
BMP Description & Location Installed &
Action (CA)
Maintenance (describe if you Operating or CA First Properly?
Required?
Identified?
observed any problem)
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/ Sediment 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, 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:
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:
Deadline for completing corrective action:
I not more than 7 calendar days after the date 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
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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?
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Yes D No, If yes, provide date SWP3 modified:
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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 No.
Description of the Modification Date of Modification Prepared by Modification
[Name(s) and Title]
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DEQ Template on SWP3 Modification Log, V.l Signature by Designated Corporate Official
Date Grading Initiated Groundwater Remediation Project Grading and Stabilization Activities Log Description of Grading Activity Description of Stabilization Measure and Location DEQ Template on Grading and Stabilization Log, V.1 Date Grading Date When Activity Ceased Stabilization (Temporary or Permanent)
Initiated
APPENDIX J - SPILL REPORT FORM
Procedures for Determining if a Hazardous Material Spill is a Reportable Quantity
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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:
Where:
Pounds Spilled = (V) (Wt3/4) (Sg) (0.0834)
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
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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:
State:
Federal:
Signed:
2 Date: -------
Date: -------
Date: -------
Contractor Superintendent or Environmental Inspector
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