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Home My WebLink About20000430 Ver 1_COMPLETE FILE_20000331MEMORANDUM TO: John Dorney Regional Contact: Charles Brown Non-Discharge Branch WO Supervisor: Ken Schuster Date: SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS Facility Name Honeywell Project Number 00 0430 (3U' (?Jve Recvd From APP Received Date 3131100 Recvd'By Region Project Type sediment removal County Durham County2 Region Raleigh Certificates Stream Permit Wetland Wetland Wetland Stream Class Acres Type Type Impact Score Index Prim. Supp. Basin Req. Feet Req. 26 Stream F7 OO N F__ 27-5-1 WSIV NSW 30,401. 0.10 150.00 r Mitigation Wetland MitigationType Type Acres Feet F_ I Is Wetland Rating Sheet Attached? O Y ON Did you request more info? O Y ON Have Project Changes/Conditions Been Discussed With Applicant?O Y O N Is Mitigation required? O Y 0 N Recommendation: OQ Issue O Issue/Cond O Deny Provided by Region: Latitude (ddmmss) 355942 ` Longitude (ddmmss) 785307 Comments: Regional Office Page Number 1 Central Office I State of North Carolina Department of Environment and Natural Resources Division of Water Quality AMEN James B. Hunt, Jr., Governor NCDENR Bill Holman, Secretary NORTH CAROLINA DEPARTMENT OF Kerr T. Stevens, Director ENVIRONMENT AND NATURAL RESOURCES May 30, 2000 Durham County Mr. David Paley DWQ Project #: 000430 APPROVAL OF 401Quality Certification and ADDITIONAL CONDITIONS and Neuse River Buffer Rules Honeywell 101 Columbia Road Morristown. NJ 07962 Dear Mr. Paley: You have our approval, in accordance with the attached conditions and those listed below, to impact 150 linear feet of streams for the purpose of clean up activities at 921 Holloway Street in Durham, as you described in your application dated March 31, 2000. After reviewing your application, we have decided that this fill is covered by General Water Quality Certification Number 26. This certification allows you to use Nationwide Permit Number 3108 when the Corps of Engineers issues it. This approval is also valid for the Neuse River buffer rules (15A NCAC 2B .033). In addition, you should get any other federal, state or local permits before you go ahead with your project including (but not limited to) Sediment and Erosion Control, Coastal Stormwater, Non-Discharge and Water Supply Watershed regulations. This approval will expire when the accompanying 404 or CAMA permit expires unless otherwise specified in the General Certification. ' This approval is only valid for the purpose and design that you described in your application except as modified below- If you change your project, you must notify us and you may be required to send us a new application.. If the property is sold. the new owner must be given a copy of this Certification and approval letter and is thereby responsible for complying with all conditions. If total wetland fills for this project (now or in the future) exceed one acre, compensatory mitigation may be required as described in 15A NCAC 2H .0506 (h) (6) and (7). This approval shall expire when the corresponding Nationwide Permit expires or as otherwise provided in the General Certification. For this approval to be valid, you must follow the conditions listed in the attached certification and any additional conditions listed below. 1. Deed notifications or similar mechanisms shall be placed on all remaining jurisdictional wetlands and waters or areas within 50 feet of all streams and ponds to notify the state in order to assure compliance for future wetland and/or water impact. These mechanisms shall be put in place within 30 days of the date of this letter or the issuance of the 404 Permit (whichever is later). 2. The cleanup and restoration plan must be implemented as described in your application. DWQ must be copied on a final report describing the cleanup. If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must act within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition, which conforms to Chapter 150B of the North Carolina General Statutes to the Office of Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. This certification and its conditions are final and binding unless you ask for a hearing. This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you have any questions, please telephone John Domey at 919-733-9646. i er 1 Steven Attachment cc: Corps of Engineers Raleigh Field Office Raleigh DWQ Regional Office File copy Central Files Scott Robinson; Dames & Moore Division of Water Quality • Non-Discharge Branch 1621 Mail Service Center Raleigh NC 27669-1621 Telephone 919-733-1786 FAX # 733-9959 An Equal Opportunity Affirmative Action Employer 50% recycled/10%a post consumer paper State of North Carolina Department of Environment and Natural Resources Division of Water Quality James B. Hunt, Jr., Governor Bill Holman, Secretary Kerr T. Stevens, Director Mr. David Paley LAA 4 T?W • NC DENR NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES May 30, 2000 Durham County DWQ Project #: 000430 APPROVAL OF 401Quality Certification and ADDITIONAL CONDITIONS and Neuse River Buffer Rules Honeywell 101 Columbia Road Morristown, NJ 07962 Dear Mr. Paley: You have our approval, in accordance with the attached conditions and those listed below, to impact 150 linear feet of streams for the purpose of clean up activities at 921 Holloway Street in Durham, as you described in your application dated March 31, 2000. After reviewing your application, we have decided that this fill is covered by General Water Quality Certification Number 26. This certification allows you to use Nationwide Permit Number 3108 when the Corps of Engineers issues it. This approval is also valid for the Neuse River buffer rules (15A NCAC 2B .033). In addition, you should get any other federal, state or local permits before you go ahead with your project including (but not limited to) Sediment and Erosion Control. Coastal Stormwater, Non-Discharge and Water Supply Watershed regulations. This approval will expire when the accompanying 404 or CAMA permit expires unless otherwise specified in the General Certification. This approval is only valid for the purpose and design that you described in your application except as modified below. If you change your project, you must notify us and you may be required to send us a new application.. If the property is sold, the new owner must be given a copy of this Certification and approval letter and is thereby responsible for complying with all conditions. If total wetland fills for this project (now or in the future) exceed one acre, compensatory mitigation may be required as described in 15A NCAC 2H .0506 (h) (6) and (7). This approval shall expire when the corresponding Nationwide Permit expires or as otherwise provided in the General Certification. For this approval to be valid, you must follow the conditions listed in the attached certification and any additional conditions listed below. 1. Deed notifications or similar mechanisms shall be placed on all remaining jurisdictional wetlands and waters or areas within 50 feet of all streams and ponds to notify the state in order to assure compliance for future wetland and/or water impact. These mechanisms shall be put in place within 30 days of the date of this letter or the issuance of the 404 Permit (whichever is later). 2. The cleanup and restoration plan must be implemented as described in your application. DWQ must be copied on a final report describing the cleanup. If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must act within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition, which conforms to Chapter 150B of the North Carolina General Statutes to the Office of Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 276 1 1-7447. This certification and its conditions are final and binding unless you ask for a hearing. This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you have any questions, please telephone John Dorney at 919-733-9646. i er 1 Steven Attachment cc: Corps of Engineers Raleigh Field Office Raleigh DWQ Regional Office File copy Central Files Scott Robinson; Dames & Moore Division of Water Quality • Non-Discharge Branch 1621 Mail Service Center Raleigh NC 27669-1621 Telephone 919-733-1786 FAX # 733-9959 An Equal Opportunity Affirmative Action Employer 50% recycled/10% post consumer paper DAMES & MOORE NC-A NORTH CAROLINA GENERAL PARTNERSHIP A DAMES & MOORE AFFILIATE March 30, 2000 North Carolina Division of Water Quality 4401 Reedy Creek Road Raleigh, North Carolina 27607 Attention: Mr. John Dorney Re: Pre-Construction Notification Application Section 401/404 Nationwide Permit #26 Former Honeywell Facility Durham, North Carolina Dames & Moore Project No. 10737-248-200 Dear Mr. Dorney: 5301 77 Center Drive, Suite 41 Charlotte, North Carolina 28217 704 522 0330 Tel 704 522 0063 Fax '' ' ` 2000 cRou0 !ATER UALI?S..ECT10N ... On behalf of Honeywell Inc., Dames & Moore - NC (Dames & Moore) is herein submitting the Pre- Construction Notification Application fee in the amount of Two Hundred Dollars ($200.00) for the Goose Creek Sediment Removal Project at the former Honeywell facility located at 921 Holloway Street in Durham, North Carolina. Dames & Moore has submitted the required seven (7) copies of the permit application under separate cover. If you have any questions or need additional information, please do not hesitate to call. Respectfully submitted, DAMES & Moor - NC J"W a Q'- '. , pgMEN? REC?.IVED Scott A. Robinson Project Professional G Patrick TG2114agger, P.E. Senior Engineer Attachment cc: D. Paley - Honeywell g:/200/ 10737.248/cover l .doc 000430 Offices Worldwide DAMES & MOORE NC-A NORTH CAROLINA GENERAL PARTNERSHIP A DAMES & MOORE AFFILIATE March 30, 2000 North Carolina Division of Water Quality 4401 Reedy Creek Road Raleigh, North Carolina 27607 Attention: Mr. John Dorney Re: Pre-Construction Notification Application Section 401/404 Nationwide Permit #26 Former Honeywell Facility Durham, North Carolina Dames & Moore Project No. 10737-248-200 Dear Mr. Domey: 5301 77 Center Drive, Suite 41 Charlotte, North Carolina 28217 704 522 0330 Tel 704 522 0063 Fax 4 t MAR 3 1 2000 i WETLANDS GROUP !ATER QUALITY SECTION On behalf of Honeywell Inc., Dames & Moore - NC (Dames & Moore) is herein submitting the Pre- Construction Notification Application for the Goose Creek Sediment Removal Project at the former Honeywell facility located at 921 Holloway Street in Durham, North Carolina. Included as Appendix A of the permit application is the Goose Creek Sediment Removal Work Plan which outlines the proposed scope of work. An original and one copy of this permit application has been submitted to the US Army Corp of Engineers - Raleigh Regulatory Field Office. If you have any questions or need additional information, please do not hesitate to call. Respectfully submitted, DAMES & MOORE - NC "a 61, VM Scott A. Robinson Project Professional /C/ i 4 Patrick . Gallagher, P.E. Senior Engineer Attachment cc: D. Paley - Honeywell g:/200/ 1073 7.248/c overt . doc 00044 5 Offices Worldwide 1 1 1 1 1 1 1 i DAMES & MOORE N C-A NORTH CAROLINA GENERAL PARTNERSHIP A DAMES & MOORE AFFILIATE F? PRE-CONSTRUCTION NOTIFICATION APPLICATION CLEAN WATER ACT SECTION 401/404 NATIONWIDE PERMIT #26 Former Honp3D ell 1, gT Facility Durham, AM March 30, 2Q, u st ?dw C) v ? _v 0004 30 DWQID:_ CORPS ACTION ID: NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT #) 26 PRE-CONSTRUCTION NOTIFICATION APPLICATION FOR NATIONWIDE PERMITS THAT REQUIRE: 1. NOTIFICATION TO THE CORPS OF ENGINEERS 2. APPLICATION FOR SECTION 401 CERTIFICATION 3. COORDINATION WITH THE NC DIVISION OF COASTAL MANAGEMENT SEND THE ORIGINAL AND (1) COPY OF THIS COMPLETED FORM TO THE APPROPRIATE FIELD OFFICE OF THE CORPS OF ENGINEERS (SEE AGENCY ADDRESSES SHEET). SEVEN (7) COPIES MUST BE SENT TO THE NC DIVISION OF WATER QUALITY, ATTN: JOHN DORNEY, 4401 REEDY CREEK ROAD, RALEIGH, NC 27607. PLEASE PRINT OR TYPE. 1. OWNER'S NAME: 2. MAILING ADDRESS: Honeywell Honeywell 101 Columbia Road Morristown, NJ 07962 PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM MAILING ADDRESS ABOVE): 921 Holloway Street Durham, NC 27701 I3. TELEPHONE NUMBER: (HOME) N/A (WORK)973-455-3302 (FAX) 973-455-3082 ' 4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS, PHONE NUMBER: Mr. David Paley Honeywell ' 101 Columbia Road Morristown, NJ 07962 973-455-3302 ' 5. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC MAP OR AERIAL PHOTOGRAPHY WITH SCALE): See attached Work Plan, Figure 1 COUNTY: Durham - NEAREST TOWN: Durham SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ECT.) ' See figures in attached workplan 6. IMPACTED OR NEAREST STREAM/RIVER: Goose Creek RIVER BASIN: Neuse ' 7. (a) IS PROJECT LOCATED NEAR WATER CLASSIFIED AS TROUT, TIDAL SALTWATER, (SA), HIGH QUALITY WATERS (HQW), OUTSTANDING RESOURCE WATERS (ORW), WATER SUPPLY (WS-I OR WS-II)? YES ? NO X IF YES, EXPLAIN: N/A G:\200\10737.248\Permit\PCN Form.doc ' PCN Application Goose Creek Sediment Removal Page 2 ' (b) IS THE PROJECT LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL MANAGEMENT AREA OF ENVIRONMENTAL CONCERN (AEC)? YES ? NO X (c) IF THE PROJECT IS LOCATED WITHIN A COASTAL COUNTY (SEE PAGE 7 FOR LIST OF ' COASTAL COUNTIES), WHAT IS THE LAND USE PLAN (LUP) DESIGNATION? Not applicable 8. (a) HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON THIS ' PROJECT? YES ? NO X IF YES, PROVIDE ACTION I.D. NUMBER OF PREVIOUS PERMIT AND ANY ADDITIONAL INFORMATION (INCLUDE PHOTOCOPY OF 401 CERTIFICATION): N/A (b) ARE ADDITIONAL PERMIT REQUESTS EXPECTED FOR THIS PROPERTY IN THE FUTURE? ' YES ? NO X IF YES, DESCRIBE ANTICIPATED WORK: N/A 9. (a) ESTIMATED TOTAL NUMBERS OF ACRES IN TRACT OF LAND: 3.9 acres (b) ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE: 0.17 acres (15' x 500') 10. (a) NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY: FILLING: EXCAVATION: <0.1 acres FLOODING: OTHER : DRAINAGE : TOTAL ACRES TO BE IMPACTED: <0.1 acres ' (b) (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF RELOCATED, PROVIDE DISTANCE BOTH BEFORE AND AFTER RELOCATION: ' LENGTH BEFORE: 150 FT AFTER: 150 FT WIDTH BEFORE (based on normal high water contours): 10 to 15 FT AFCER: 10 to 15 FT AVERAGE DEPTH BEFORE: 1.0 to 1.5 FT AFTER: 1.5 FT ' (b) (2) STREAM CHANNEL IMPACTS WILL RESULT FROM: (CHECK ALL THAT APPLY) OPEN CHANNEL RELOCATION: PLACEMENT OF PIPE IN CHANNEL: CHANNEL EXCAVATION: X CONSTRUCTION OF A DAM/FLOODING: OTHER: Excavation of impacted sediments and restoration of stream bed with clay, fabric liner, and rip-rap. 11. IF CONSTRUCTION OF A POND IS PROPOSED, WHAT IS THE SIZE OF THE WATERSHED DRAINING TO THE POND? N/A WHAT IS THE EXPECTED POND SURFACE AREA? N/A 12. DESCRIPTION OF PROPOSED WORK INCLUDING DISCUSSION OF TYPE OF MECHANICAL ' EQUIPMENT TO BE USED? (ATTACH PLANS; 81/2 BY 11 DRAWINGS ONLY) The project site is located at 921 Holloway Street in Durham, North Carolina. A site ' location map is presented as Figure 1 of the attached Work Plan. The project will include the removal of impacted sediment, off-site sediment disposal, and restoration of the creek bottom. The project area is approximately 150 feet in length and 10-15 feet in width. ' The sediment thickness in this area is approximately 2-3 feet. A map indicating the sediment removal location is presented as Figure 2 of the attached Work Plan. GA200\10737.248\Pennit\PCN Form.doc Revision Date 1/12/2000 ' PCN Application Goose Creek Sediment Removal Page 3 ' The project involves the removal of visually impacted sediment by mechanical excavation. Prior to excavation work, the creek will be dammed at the upstream end of the work area. The approximate height of the cofferdam is 30 inches in a 6-foot or ' greater channel. A bypass pump will be situated at the dam and used to pump water around the work zone. A track-mounted excavator will be placed along the eastern bank of Goose Creek. Sediment will be excavated with the excavator and transferred into a ' front-end bucket loader. The sediment will then be placed into a lined roll-off container by the loader. ' At the completion of daily excavation activities, the creek bed will be restored by backfilling the excavation area to the original creek bed elevation. Prior to restoration activities, the bucket of the excavator will be cleaned to remove oil and grease impacted ' material and prevent potential cross-contamination. An approximate 2-foot thick clay layer will be placed into the excavation and compacted. Filter fabric will then be placed on top of the clay layer. The filter fabric will be overlapped in the downstream direction ' to allow for proper drainage. A 1-foot thick layer of Class 2 rip-rap will then be placed onto the filter fabric at the upstream 25-foot section of the excavation area. The remaining 125-foot section will be restored using Class 1 rip-rap. A creek bed restoration ' diagram is presented as Figure 8 of the attached Work Plan. 13. PURPOSE OF PROPOSED WORK: The purpose of the sediment removal activities is to ' remove oil and grease impacted sediments from the creek bottom. Sediment removal will minimize the potential for exposure to humans and animals. Removal actions will address remedial actions proposed in a Corrective Action Plan submitted to NC DENR ' for the site. 14. STATE REASONS WHY IT IS BELIEVED THAT THIS ACTIVITY MUST BE CARRIED OUT IN ' WETLANDS (INCLUDE ANY MEASURES TAKEN TO MINIMIZE WETLAND IMPACTS) Dames & Moore believes that these activities must be carried out in wetlands because the impacted sediments are located at the bottom of the creek bed. Dames & Moore's project plan minimizes impact to the environment by excavating and filling in daily sections and ' damming and bypassing the excavation to minimize the disturbance of sediments. The project completes removal activities under a Corrective Action Plan submitted to NC ' DENR and prior to planned Phase IV activities by the Goose Creek Alliance, the Natural Resources Conservation Service, and the Soil and Water Conservation District. 15. YOU ARE REQUIRED TO CONTACT THE US FISH AND WILDLIFE SERVICE AND/OR NATIONAL MARINE FISHERIES SERVICE REGARDING THE PRESENCE OF ANY FEDERALLY LISTED OR PROPOSED FOR LISTING ENDANGERED OR THREATENED SPECIES OR CRITICAL HABITAT IN THE PERMIT AREA THAT MAY BE AFFECTED BY THE PROPOSED PROJECT. ' DATE CONTACTED: September 30, 1999, USFWS Response October 5, 1999. 16. YOU ARE REQUIRED TO CONTACT THE STATE HISTORIC PRESERVATION OFFICER (SHPO) ' REGARDING THE PRESENCE OF HISTORIC PROPERTIES IN THE PERMIT AREA WHICH MAY BE AFFECTED BY THE PROPOSED PROJECT. DATE CONTACTED October 13, 1999: Phone conversation with Ms. Delores Hall. G:\200\10737.248\Permit\PCN Form.doc Revision Date 1/12/2000 ' PCN Application Goose Creek Sediment Removal Page 4 ' 17. DOES THE PROJECT INVOLVE AN EXPENDITURE OF PUBLIC FUNDS OR THE USE OF PUBLIC (STATE) LAND? YES E] NO X (IF NO, GO TO 16) (City of Durham land and private land only) (a) IF YES, DOES THE PROJECT REQUIRE PREPARATION OF AN ENVIRONMENTAL ' DOCUMENT PURSUANT TO THE REQUIREMENTS OF THE NORTH CAROLINA ENVIRONMENTAL POLICY ACT? YES ?NO X (exempt under 15A NCAC 1C.0504(3)(1)) (b) IF YES, HAS THE DOCUMENT BEEN REVIEWED THROUGH THE NORTH CAROLINA DEPARTMENT OF ADMINISTRATION STATE CLEARINGHOUSE YES ? NO ? IF ANSWER 17b IS YES, THEN SUBMIT APPROPRIATE DOCUMENTATION FROM THE STATE CLEARINGHOUSE WITH THE NORTH CAROLINA ENVIRONMENTAL POLICY ACT. ' QUESTIONS REGARDING THE STATE CLEARINGHOUSE REVIEW PROCESS SHOULD BE DIRECTED TO MS. CHRYS BAGGETT, DIRECTOR STATE CLEARINGHOUSE, NORTH CAROLINA DEPARTMENT OF ADMINISTRATION, 116 WEST JONES STREET, RALEIGH, NORTH CAROLINA 27603-8003, TELEPHONE (919) 733-6369. 18. THE FOLLOWING ITEMS SHOULD BE INCLUDED WITH THIS APPLICATION IF PROPOSED ACTIVITY INVOLVES THE DISCHARGE OF EXCAVATED OF FILL MATERIAL INTO WETLANDS: (a) WETLAND DELINEATION MAP SHOWING ALL WETLANDS, STREAMS, LAKES, AND ' PONDS ON THE PROPERTY (FOR NATIONWIDE PERMIT NUMBERS 14, 18, 21, 26, 29, AND 38). ALL STREAM (INTERMITTENT AND PERMANENT) ON THE PROPERTY MUST BE SHOWN ON THE MAP. MAP SCALES SHOULD BE 1 INCH EQUALS 50 FEET OF 1 INCH EQUALS 100 FEET OF THEIR EQUIVALENT. ' (b) IF AVAILABLE, REPRESENTATIVE PHOTOGRAPH OF WETLANDS TO BE IMPACTED BY PRODUCT. (c) IF DELINEATION WAS PERFORMED BY A CONSULTANT, INCLUDE ALL DATA SHEETS RELEVANT TO THE PLACEMENT OF THE DELINEATION LINE. (d) ATTACH A COPY OF THE STORMWATER MANAGEMENT PLAN IF REQUIRED. (e) WHAT IS LAND USE OF SURROUNDING PROPERTY?East: Industrial West: Undeveloped (City of Durham) ' (f) IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL? N/A SIGNED AND DATED AGENT AUTHORIZATION LETTER, IF APPLICABLE. NOTE: WETLANDS OR WATERS OF THE US MAY NOT BE IMPACTED PRIOR TO: ' 1. ISSUANCE OF A SECTION 404 CORPS OF ENGINEERS PERMIT, 2. EITHER THE ISSUANCE OR WAIVER OF A 401 DIVISION OF WATER QUALITY CERTIFICATION, AND ' 3. (IN THE TWENTY COASTAL COUNTIES ONLY), A LETTER FROM THE NORTH CAROLINA DIVISION OF COASTAL MANAGEMENT STATING THE PROPOSED ACTIVITY IS CONS TE WITH THE NORTH CAROLINA COASTAL MANAGEMENT PROGRAM; '? Lf < A P,61 qy A i,J e tlr ' OWNER'S/A ENT's SIGNATURE DATE ' (AGENT'S SONATURE VALID ONLY IF AUTHORIZATION LETTER FROM THE OWNER IS PROVIDED). 1 GA200\10737.248\Pennit\PCN Fonn.doc Revision Date 1/12/2000 u Fw ST °United States Department of the Interior F o FISH AND WILDLIFE SERVICE Raleigh Field Office _ a Post Office Box 33726 RCH 3.'$' Ralei h, North Carolina 27636-3726 rY1f. 5;co++- .A Yo? n5-0r ) TO; ?k_vYnes l?oo?e NC - 53 01 ? 7 C?? w? ve ? s'wt ?- ? ?-l l 1 C1-?0- r IO {{ a 8a 1 Thank you for your letter requesting information or recommendations from the ' U.S. Fish and Wildlife Service. This form provides the Service's response pursuant to Section 7 of the Endangered Species Act, as amended (16 U.S.C. 1531-1543), and the Fish and Wildlife Coordination Act, as amended (16 U.S.C. 661-667d). i n Re:Qmes c w_- 1)e_ f foiPJ Nb lo= 7-146 o?oo -&r avh ?j ' Project Name/Location/County +, 3d I boos Dat of Inco ing Letter Log Number The attached page(s) list(s) the Federally-listed species which may occur within the project area. ",/Based on the information provided, it appears that your project site does not contain suitable habitat for any Federally-listed endangered or threatened species known to occur in the area.We believe that the requirements of. Section 7 of the Act have been t satisfied. We remind you that obligations under Section 7 consultation must be reconsidered if: (1) new information reveals impacts of this identified action that may affect listed species or ' critical habitat in a manner not previously considered; (2) this action is subsequently modified in a manner that was not considered in this review; (3) a new' species is listed or critical habitat determined that may be affected by the identified action. ' If the proposed project will be removing pines.9" DBH or greater, or 30 years of age in pine or pine/hardwood habitat, surveys should be ' conducted for active red-cockaded woodpecker cavity trees in appropriate habitat within a 1/2 mile radius of project boundaries. If red-cockaded woodpeckers are observed within the project area or ' active cavity trees found, the project has the potential to affect the red-cockaded woodpecker, and you should contact this office for further information. ?a4 Bi ologist 4Da/ `T=:7 - - ICDF.N'R Mr. Scott Robinson Mr. Mark B. Robinson Dames & Moore NC 5301 77 Center Drive, Suite 41 Charlotte, NC 28217 NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES DIVISION OF PARKS AND RECREATION November 2, 1999 SUBJECT: Rare Species, High Quality Natural Communities, Wetlands, and Significant Natural Heritage Areas at the Proposed Former Honeywell Inc. Facility Clean-up Project Site, Holloway Street, City of Durham, Durham County, North Carolina Dear Sirs: The NC Natural Heritage Program (NCNHP) does not have a record of rare species, high quality natural communities, state park and recreation areas, or Significant Natural Heritage Areas (SNHAs) at or within a 1.0 mile radius of the proposed former Honeywell Facility clean-up project site at 921 Holloway Street in the City of Durham, Durham County, North Carolina. Enclosed is a list of rare species known to exist in Durham County. If habitat for any of these species exists at the site, they may be present there. Consultant acquired knowledge of the site for these habitats should determine if a survey is necessary. Please do not hesitate to contact me at the address below or call me at (919) 715- 8703 if you have any questions or need further information. Sincerely, Susan Reece Giles Information Specialist NC Natural Heritage Program Enclosure 1615 MAIL SERVICE CENTER. RALEIGH. NORTH CAROLINA 27699-1 6 1 5 PHONE 919-733-4181 FAX 919-715-3085 AN EQUAL OPPORTUNITY / AFFIRMATIVE ACTION -EMPLOYER 50% RECYCLED/10% POST-CONSUMER PAPER n I D m Z v x D • DAMES & MOORE NC-A NORTH CAROLINA GENERAL PARTNERSHIP • • A DAMES & MOORE AFFILIATE GOOSE CREEK SEDIMENT REMOVAL Work Plan Former Honeywell Inc. Facility Durham, North Carolina Dames & Moore - NC i Project No. 10737-248-200 March 30, 2000 TABLE OF CONTENTS Section page 1.0 INTRODUCTION .............................................................................. . . . 1 . ..... ......... .............. 2.0 BAC KGROUND .............. . . 2 . .............. ................................................................................. 2.1 SITE DESCRIPTION .......................................................................... . 2 2.2 . ................. INTERIM REMEDIAL MEASURES . 2 2 3 ................................................................... PERMITTING ACTIVITIES . ................................................................................. 3 3.0 SCOPE OF WORK ......................... . 6 ........ ........................................................................... 3.1 GOOSE CREEK DIVERSION ............................................................................... 6 3.2 SEDIMENT REMOVAL ........................................................................................ 7 3.3 SEDIMENT DEWATERING ................................................................................. 7 3.4 SEDIMENT DISPOSAL ........................................................................................ 8 3.5 CREEK BED RESTORATION .............................................................................. 8 3.6 SITE RESTORATION ........................................................................................... 8 3.7 SITE SECURITY .................................................................................................... 8 FIGURES Figure 1 Site Topographic Location Map Figure 2 Site Layout Map Figure 3 Sediment Removal Location Map Figure 4 Cofferdam Location Map Figure 5 Cofferdam Construction Diagram Figure 6 By-pass Pump and Discharge Line Location Map Figure 7 Roll-off Container Staging Area Figure 8 Creek Bed Restoration DAMES & MOORE NC-A NORTH i CAROLINA GENERAL PARTNERSHIP F 1.0 INTRODUCTION Dames & Moore - NC (Dames & Moore) presents this work plan for the excavation of oil and grease impacted sediments from the creek bed of Goose Creek located near the former I Honeywell Space and Aviation, Electro Components Facility (Honeywell) in Durham, North Carolina. The facility is located at 921 Holloway Street in Durham, Durham County, North ' Carolina. A site topographic location map is presented as Figure 1. The sediment removal activities described in this Work Plan have been prepared in association with a Corrective Action Plan (CAP) submitted to North Carolina Department of Environment and Natural Resources (NCDENR) dated July 30, 1999. Specific details of the proposed scope of services, and project ' schedule are presented below. F fl 1 I DAMES & MOORE NC-A NORTH 1 CAROLINA GENERAL PARTNERSHIP \\CLTS0001\DATA\200\10737.248\Dredging\workplan2.doc I? 2.0 BACKGROUND 2.1 SITE DESCRIPTION The 3.9-acre former Honeywell facility is located at 921 Holloway Street in Durham, Durham County, North Carolina. The property is owned and occupied by TECSTAR Inc. Electrical components for the aviation industry are manufactured at this site. The plant building area is approximately 102,000 square feet on two levels and includes office space, warehouse space, and manufacturing areas. This building occupies approximately 50 percent of the property. The remainder of the property contains two smaller buildings of 768 and 960 square feet, respectively, designated as "non-magnetic" buildings, a small drum storage shed of approximately 400 square feet, and a parking lot. The site is listed with the Durham County Register of Deeds as parcel 1 of block 6 in map book 128. A site layout plan showing major features is given in Figure 2. r The property slopes gently toward the southwest. Topographic relief across the site is ' approximately 10 feet. No surface water features are present on-site. Goose Creek is a small stream located immediately adjacent to and along the western property boundary of the site. ' Dames & Moore measured an approximate flow rate of 1.35 cubic feet per second in Goose Creek in late March 1999. 2.2 INTERIM REMEDIAL MEASURES ' In May 1998, an oil sheen was observed on Goose Creek originating from the former Honeywell facility. To address the oil sheen, Dames & Moore conducted interim remedial actions at the ' former Honeywell facility, including: ' Construction of a Portland cement slurry cut-off wall along Goose Creek. Installation of three Aggressive Fluid Vapor Recovery (AFVR) wells on the facility side of the cut-off wall. AFVR events have been performed to recover free product trapped by the cut-off wall. Excavation of impacted soil from the area around the sanitary sewer line that crosses Goose Creek. The excavation was backfilled with concrete to provide an impermeable barrier around the piping. DAMES & MOORE NC-A NORTH 2 CAROLINA GENERAL PARTNERSHIP \\CLTS0001\DATA\200\10737.248\Dredging\workplan2.doc 1 r FI 1 1 • Excavation of approximately 1,500 tons of impacted soil between the cut-off wall and Goose Creek. Soil was excavated to a depth where visibly clean soils were encountered and backfilled with clean, pit-run clay. The low permeability clay material was used to limit the migration of oil and grease from beneath the former Drum Storage Shed. Rip- rap was installed along the cut-off wall to restore the creek bank to its original shape. The combined result of these activities has been the effective elimination of the sheen from Goose Creek. As observed by Dames & Moore, the potential for a future sheen to be present on Goose Creek would generally be due to the oil and grease impacted sediment remaining in the creek bed. The removal of the impacted sediment will further reduce the potential for a sheen to occur on Goose Creek in the future. The removal of impacted sediments is addressed in this work plan. 2.3 PERMITTING ACTIVITIES Dames & Moore has coordinated with several regulatory agencies including the US Army Corps of Engineers (COE), City & County of Durham, and North Carolina Department of Environment and Natural Resources (NCDENR) to evaluate permit requirements. Based on Dames & Moore's review of the regulations and contact with agencies, a NCDENR Division of Water Quality (DWQ) Section 401 Certification under General Certification 26 would be necessary because the project is located in the Neuse River Basin. According to the COE-Raleigh Field Office, Section 404 Permitting under Nationwide Permit 26 is not necessary since the linear footage of stream restoration is less than 150 feet. The Pre-Construction Notification (PCN) form will be used to initiate both the Section 401 and the Section 404 process through the DWQ and COE-Raleigh Field Office, respectively. The DWQ obtains review of the PCN by other agencies, including the Natural Resources Conservation Service (MRCS) and the State Environmental Policy Act officer (SEPA) within NCDENR. The DWQ issues the Section 401 Certification, possibly with conditions such as revegetation of the stream bank. This work plan was developed as an attachment to the PCN. Additional notifications of agencies are necessary to obtain the General Certification 26 from DWQ, including notifications to the US Fish and Wildlife Service, the National Marine Fisheries Service, and the State Historic Preservation Office. Dames & Moore has contacted these agencies as well as the Natural Resources Conservation Service (MRCS) office in Raleigh. DAMES & MOORE NC-A NORTH CAROLINA GENERAL PARTNERSHIP 3 \\CLTS0001\DATA\200\10737.248\Dredging\workplan2.doc 1 LJI The Goose Creek Alliance is a partnership of agencies to install and demonstrate stream rehabilitation "best management practices" (BMPs) to improve water quality in Goose Creek. Mr. Steven Woodruff of the NRCS has indicated that the Goose Creek Alliance has obtained funding to conduct a phase of streambed restoration in the proposed excavation area. Mr. Woodruff noted that the NRCS office is a member of the Goose Creek Alliance and that he could act as a point of contact between Dames & Moore and the Goose Creek Alliance. The proposed BMPs for Goose Creek include tree planting, stream enhancement structures, and vegetated filter/buffer inlets. According to the NRCS, rock vortex weirs and rock veins were recommended for use as stream enhancement structures. The planned restoration of the streambed, described in Section 3.5, meets provides a suitable foundation for the installation of the stream enhancement structures. Dames & Moore has reviewed the conditions requiring State Environmental Policy Act review by NCDENR. For a project or activity to be subject to the North Carolina Environmental Policy Act (SEPA) it must involve all three of the following: • An action by a state agency (such as land and money appropriations, awarding grants, issuing permits, or granting licenses); An expenditure of public monies or private use of public land; ' Has a potential detrimental environmental effect upon natural resources, public health and safety, natural beauty, or historical or cultural elements of the state's common inheritance. The land across Goose Creek from the facility appears to be owned by the City of Durham, making the property public land. However, SEPA exemptions, such as for "restoration of groundwater quality" (Title 15A of the North Carolina Administrative Code, Part 1C.0504(3)(1)), ' apply and allow the project to proceed without an Environmental Assessment (EA) or Environmental Impact Statement (EIS). A Sedimentation / Erosion Control Permit will be required if acreage of disturbed soil exceeds one acre. The Division of Land Resources issues the permit. Prior to issuance of a permit, a Sediment/Erosion Control Plan would need to be prepared and submitted for review and ' approval. Dames & Moore does not anticipate obtaining a Sedimentation / Erosion Control DAMES & MOORE NC-A NORTH 4 CAROLINA GENERAL PARTNERSHIP \\CLTS0001\DATA\200\10737.248\Dredging\workplan2.doc Permit for the Goose Creek Sediment Removal, since the estimated acreage of disturbed soil for the project is less than 0.25 acres. The Durham City/County Engineering Department, Stormwater Section, will review the project plans to determine if a flood study is necessary. Dames & Moore will submit the project workplan for the Stormwater Section review, and if necessary, perform modeling of the impact of the cofferdam to stormwater flow. DAMES & MOORE NC-A NORTH 5 CAROLINA GENERAL PARTNERSHIP \\CLTS0001\DATA\200\10737.248\Dredging\workplan2.doc 11 3.0 SCOPE OF WORK Subsequent observations and monitoring of Goose Creek following the remedial actions indicate that an oil sheen occurs on an intermittent basis. The impacted sediment from the creek bed is a remaining source that may contribute to the oil sheen. Dames & Moore observed during the previous remediation projects that approximately 150 linear feet of the creek bed may be impacted and contributing to the intermittent sheen. Dames & Moore proposes to excavate the impacted creek bed sediments to remove the apparent source of the intermittent oil sheen. A sediment removal location map is presented as Figure 3. Dames & Moore will oversee the remediation activities and verify that the work is completed in accordance with the work plan. 3.1 GOOSE CREEK DIVERSION In conducting the remediation activities, a cofferdam will be constructed approximately 10-feet upstream of the work area. A cofferdam location map is presented as Figure 4. The cofferdam will be constructed of clay fill material, with two 24" diameter pipes placed in the dam parallel to the creek flow. A cofferdam construction diagram is presented as Figure 5. The approximate height of the cofferdam is 30 inches, while the stream channel height is approximately 6 feet in the proposed area. To control the flow of water during working hours, plywood caps and inflatable packers will be installed on the pipes, and water will be pumped around the excavation area. This will allow excavation work to be performed on the dry creek bed. The discharge hose will be placed along the bank and discharge onto the rip-rap located in front of the concrete headwall, north of the footbridge. A by-pass pump and discharge line location map is presented as Figure 6. At the end of each workday, the excavation area will be backfilled according to the restoration plan in Section 3.5. During non-working hours, the plywood caps will be removed from the cofferdam, allowing for normal creek flow. Dames & Moore estimates that the excavation and restoration will be conducted in 3 to 5 working days. To minimize the impact to stormwater control, Dames & Moore will schedule the work during a 3 to 5 day period when stormwater events are not predicted in the local weather forecast. In the event of a predicted rainfall during non-work hours, Dames & Moore will DAMES & MOORE NC-A NORTH 6 CAROLINA GENERAL PARTNERSHIP \\CLTS0001\DATA\200\10737.248\Dredging\workplan2.doc ' remove the plywood caps and inflatable packers from the cofferdam and allow stormwater to flow in Goose Creek unimpeded. 3.2 SEDIMENT REMOVAL ' Sediment removal activities will be conducted from the facility side of the creek, using a track- mounted excavator. Visually impacted sediments will be excavated to bedrock, estimated at ' approximately 3 feet below the creek bed. Dames & Moore estimates approximately 250 cubic yards of sediment will be removed. Excavated sediments will be transported from the creek, via ' a Bobcat front-end loader or similar, and placed into roll-off containers located inside the secured area on the facility side of the creek. A roll-off container staging area map is presented as Figure 7. A maximum of two roll-off containers will be present on site at any one time. Roll- off containers will be removed from the site on an as-needed basis. Dames & Moore will excavate visually impacted sediments to bedrock, estimated at approximately 3-feet below the creek bed. In the event bedrock is not encountered, excavation will continue until visually impacted material is removed. The intent of the excavation activities ' is to remove saturated material that may contribute to release of free phase product. ' The walkway and sediment staging area will be swept or washed down periodically throughout the workday and at the conclusion of each workday. The parking area for the facility will be inspected for debris and swept or washed down on an as needed basis. The sweepings will be disposed of with the impacted sediments in the roll-off containers. Wash-downs will consist of mopping activities and the wash-down water will be managed as part of the dewatering of the sediments. 3.3 SEDIMENT DEWATERING Prior to placement of sediment into a roll-off container, a perforated section of pipe will be placed in each roll-off container. This pipe will be used as a sump to dewater the roll-off ' container prior to transport. Water collected will be pumped into 55-gallon drums for storage and disposed as non-hazardous oily water. Dames & Moore estimates that approximately 400 ' gallons of water will be disposed as part of the creek remedial actions. DAMES & MOORE NC-A NORTH 7 CAROLINA GENERAL PARTNERSHIP \\CLTS0001\DATA\200\10737.248\Dredging\workplan2.doc 7 u 3.4 SEDIMENT DISPOSAL Sediment will be placed into roll-off containers where residual water will be allowed to drain prior to off-site disposal. Roll-off containers will be transported from the site on an as needed basis. Excavated soil will be disposed at a Honeywell-approved facility (Waste Management or Laidlaw) as non-hazardous petroleum contaminated soil. 3.5 CREEK BED RESTORATION Prior to the end of each workday, the excavation area will be backfilled to the original creek bed elevation. Prior to restoration activities, the bucket of the excavator will be cleaned to remove oil and grease impacted material and prevent cross-contamination. A 2-foot thick clay layer will be placed into the excavation and compacted. Filter fabric will then be placed on top of the clay layer. The filter fabric will be overlapped in the downstream direction to allow for proper drainage. A 1-foot thick layer of Class 2 rip-rap will then be placed onto the filter fabric at the upstream 25-foot section of the excavation area. The remaining 125-foot section will be restored using Class 1 rip-rap. A creek bed restoration diagram is presented as Figure 8. The final grade of the rip-rap will hold the clay layer and fabric in place to reduce erosion losses and provide a suitable foundation for further streambed enhancement planned by the Goose Creek Alliance. 3.6 SITE RESTORATION At the completion of site activities, areas disturbed during construction activities will be restored in like kind. Grassed areas will be graded and seeded. Asphalt and concrete areas damaged during construction activities will be replaced. Fencing removed to obtain site access will be replaced and secured to provide site security at the end of the project. 3.7 SITE SECURITY Sediment removal activities will require the removal of site fencing to access the creek bank. Fencing located just south of the man-gate to the footbridge will be removed to allow for excavation equipment to access the creek. The fencing will remain open during work activities. At the end of the workday prior to personnel leaving the site, the fence will be replaced and secured. In the event that the fence cannot be replaced on a daily basis, a security guard will be employed to guard the site and work area during non-working hours. Dames & Moore will DAMES & MOORE NC-A NORTH CAROLINA GENERAL PARTNERSHIP 8 \\CLTS0001 \DATA\200\ 10737.248\Dredging\workpl an2. doc 1 1 1 1 1 1 1 1 submit the selection of the security vendor to Mr. Tom Ragan of TECSTAR for approval, prior to the initiation of the excavation activities. DAMES & MOORE NC-A NORTH CAROLINA GENERAL PARTNERSHIP 9 \\CLTS0001 \DATA\200\10737.248\Dredging\workplan2.doc m G? C m N 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 FIGURES DAMES & MOORE NC-A NORTH CAROLINA GENERAL PARTNERSHIP \\CLTS0001\DATA\200\10737.248\Dredging\workplan2.doc J r 350 - Safi 1 -Ir ?o ERTn ?E SITE A 1 N, ter ?t ow?i , of i '__ .?.IO ? 350. 85 ?? ? . \f ? , (f ( ,h / (?' ?'o 67 z , )?•??L?u ?t?ati 7ru_,`>~,a..,.r?'"(uea? j ??.?? 1 ??'?' 1500 FOOT RADIUS 350?? ? '+ a I hi /f f a' r r? ? -. __ 77 55? -, ? 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FACILITY USGS 1:24000 scale topographic maps, 'Northwest Qurham, NC`, Northeast DURHAM, NORTH CAROLINA Durham, NC , Southwest Durham, NC`, and `Southeast Durham, NC`, OkM JOB ND.: Photorevised 1967. 10737-166 FIGURE 1 1 T I 71 z W W FORMER F ORV CLEANER MW-24 MW-25 CALMN STREET FMB 16-1 GpASSED 0 AREA FMB 17-?- FMB 1 MW-23 FMB 110-1 0 44 ASPHALT 0 jo PARKING u 0 FMB 10-1 FMB09-1 ASPHALT PARKING FMB 07-1 M V MW-20 MW-11 GRASSED AREA 0 ! 0 FMB 5-1 FMB 6-1 FMB 114-1 FMB 15-1 p FMB 15-1 OAAN1G 0 NON- MAGNETIC BUILDING NMB 6-1 NMB 01-1 I NMB02-1 x I k?k SS 12-1 DSS 7- kp`k 0 DSS „-S 8-1 0 CUMDHOUSE ES0 I ESMB 2 MW-10 0 0 ESMB Sp *MW-17 MW-16 ECM B-, x OMW-18 z rD 9-1 0 0 ECM 10-11 81. 0 MW-2 GRASSED x ? DMMW-2 AREA ECM 1101 x y ECM Q-1 X mw-7 I ECM 6-1 0 SB- MW-B 0 D 0 1 PLANT OW-6 ECM 5-1 + MAIN BUILDING / SB-12 0 / MW-5 0 i CDNICRIETE PARKING e12 x x SA/o- * a-lo ? : x I MW-15 ?../ ./ MW-19 DSS 6 10 / •/ X f N-S DRUM STWE sHEO /,? ,• /... ?. 10-1 oDSS aw-2 Rwp-;` a 13 DAMES & MWEE NC-A OSS 9 p CAROLINA GENERA. PA] GROUP Ap1AW.1iMOpEARWE ??... TITLE: APPROXIMATE SITE LAYOUT PLAI 0 60 120 PROJECT: FORMER HONEYWELL INC. DURHAM, NORTH CAR( SCALE IN FEET D" " No.: 10737_ 166 F W IA z a W r FORMER MIN 25 DRY CLEANER 0 MW-24 CALVIN STREET X X-X -X-X- X-X-X-X -X-X-X - - X-X-X- X-X-X-X-7 FMB 16-1 GRASSED o GUARDHOUSE E MB 1 ES0 2 0 AREA FMB 17-7' .. FMB 18- FMB 11-1 MW-22 NW-25 0 0 0 ASPHALT c PARWNG ° u MW-10 0 0 FMB 10-1 9 0 F MW- 4 ASPHALT 0 PARIONG 9-1 B D MW- 1 MW-B 0 MAIN PLANT I FM87-1 BUILDING 0 MW-21 e20 MW-11 GRASSED AREA 0 0 0 FMB 5-1 FMB 6-1 FMB 114-1 FMB 13-1 0 FMB 15-1 0 e ?L NN MAGNETIC W. 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D / X 66/CZ/6 9290-4 REMOVE THEiE EDGES FIRST FOLD, CREASE AND TEAR ALONG PERFORATION 6 . f'ra 1; -4- x m O r- P 0 X m M m 0 u, q 'n m a .1 0 (n m 5-3 M "a m z -n 0 xI P? 0 z 5 ?t NOliVHOJ83d JNOW HVE]i (INV 3SV380 `al0J iSHIJ S30a3 3S3H1 3AOW38 r patents pending. Pr ssureSeal patented #4,918,128. - 0221 V O Z A cm gz Wv N m0 * n * m 9-1 O- C T Z - -1 D O -i n m 2 m n K U) o ° O o z Q) m n N Z w D _4o ° mn m n ?. N Z- s c>c5 C ° °z m n ?m DZ 0 0 0C) 0 0 C= Z 00 -.i m 00 m V) H 3.1 O O m O z 0 0 0 0 - 211993321190