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HomeMy WebLinkAbout20000695 Ver 1_COMPLETE FILE_200005252 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. Attachment cc: Corps of Engineers Raleigh Field Office Winston-Salem DWQ Regional Office Ron Ferrell; Wetland Restoration Program File copy Central Files Sincerely, as v'6' 1Kerr T. StevU NORTH CAROLINA-DIVISON OF WATER QUALITY 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 4 F T • WAA NC ENR NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES August 17, 2000 Guilford County DWQ Project # 000695 APPROVAL of 401 Water Quality Certification and ADDITIONAL CONDITIONS, WRP Mr. Ade Idowu Field Services Coordinator Storm Water Services City of Greenboro 401 Patton Ave Greensboro, NC 27406 Dear Mr. Idowu: You have our approval, in accordance with the attached conditions and those listed below, to place fill material in 495 linear feet of streams for the purpose of eliminating storm safety hazards at Brook Pine in Greensboro in Guilford County, as you described in your application dated May 22, 2000 with additional information received June 30, 2000. After reviewing your application, we have decided that this fill is covered by General Water Quality Certification Number 3108. This certification allows you to use Nationwide Permit Number 26 when the Corps of Engineers issues it. 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 for a new certification. 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). For this approval to be valid, you must follow the conditions listed in the attached certification and any additional conditions listed below. We understand that you have chosen to contribute to the Wetland Restoration Program in order to compensate for these impacts to wetlands and/or streams. In accordance with 15A NCAC 2R .0402, this contribution will satisfy our compensatory mitigation requirements under 15A NCAC 2H .0506(h). According to 15A NCAC 2H .0506(h), feet of restoration will be required. Until the Wetland Restoration Program receives and clears your check (made payable to: DENR - Wetland Restoration Program), wetland or stream fill shall not occur. Mr. Ron Ferrell should be contacted at 919-733-5083 ext. 358 if you have any questions concerning the Wetland Restoration Program. You have one month from the date of this Certification to make this payment. For accounting purposes, this Certification authorizes the fill of 495 feet of streams, in 030602 river and subbasin and 495 linear feet of stream restoration are required. Please be aware that the Wetland Restoration Program (WRP) rules require rounding of acreage amounts to one-quarter acre increments (15A 2R.0503(b)). Division of Water Quality • Wetlands/401 Unit 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 401 WATER QUALITY CERTIFICATION SUMMARY OF PERMITTED IMPACTS AND MITIGATION REQUIREMENTS In accordance with 15A NCAC 2 H .0500, City of Greensboro has permission as outline below for the purpose(s) of proposed stream culverting at Brook Pine Drive project. All activities associated with these authorized impacts must be conducted with the conditions listed in the attached cetification transmitttal letter. THIS CERTIFICATION IS NOT VALID WITHOUT THE ATTACHMENTS. COMPENSATORY MITIGATION REQUIREMENT WETLAND RESTORATION PROGRAM LOCATION COUNTY: BASIN/SUBBASIN UT to South Buffalo Creek Guilford 030602 As required by 15A NCAC 2H .0506, and the conditions of this certification, you are required to compensate for the above impacts through the restoration, creation, enhancement or preservation of wetlands and surface waters as outlined below prior to conducting any activities that impact or degrade the waters of the state. Note: Acreage requirements proposed to be mitigated through the wetland Restoration Programs must be rounded to one- quarter acre increments according to 15 2r .0503(b) acres of Class WL wetlands acres of riparian wetland acres of non-riparian wetlands acres of Class SWL wetlands 495 linear feet of stream buffers (other) One of the options you have available to satisfy the compensatory mitigation requirements is through the payment of a fee to the Wetlands Restoration Fund per NCAC 2R .0503. If you choose this option, please sign this form and mail it to the Wetlands Restoration Fund at the address listed below. An invoice for the appropriate amount of payment will be sent to you upon receipt of this form. PLEASE NOTE, THE ABOVE IMPACTS ARE NOT AUTHORIZED UNTIL YOU RECEIVED NOTIFICATION THAT YOUR PAYMENT HAS BEEN PROCESSED BY THE WETLANDS RESTORATION PROGRAM. Signature Date WETLANDS RESTORATION PROGRAM DIVISON OF WATER QUALITY 1619 Mail Service Center RALEIGH, N.C. 27669-1619 (919) 733-5208 DWQ Project No.: County: 4 Applicant: Project Name: Date of Issuance of 401 Water Quality Certification: Certificate of Completion Upon completion of all work approved within the 401 Water Quality Certification or applicable Buffer Rules, and any subsequent modifications, the applicant is required to return this certificate to the 401/Wetlands Unit, North Carolina Division of Water Quality, 1621 Mail Service Center, Raleigh, NC, 27699-1621. This form may be returned to DWQ by the applicant, the applicant's authorized agent, or the project engineer. It is not necessary to send certificates from all of these. Applicant's Certification I, , hereby state that, to the best of my abilities, due care and diligence was used in the observation of the construction such that the construction was observed to be built within substantial compliance and intent of the 401 Water Quality Certification and Buffer Rules, the approved plans and specifications, and other supporting materials. Signature: Date: Agent's Certification I, , hereby state that, to the best of my abilities, due care and diligence was used in the observation of the construction such that the construction was observed to be built within substantial compliance and intent of the 401 Water Quality Certification and Buffer Rules, the approved plans and specifications, and other supporting materials. Signature: Date: Engineer's Certification Partial Final I, , as a duly registered Professional Engineer in the State of North Carolina, having been authorized to observe (periodically, weekly, full time) the construction of the project,for the Permittee hereby state that, to the best of my abilities, due care and diligence was used in the observation of the construction such that the construction was observed to be built within substantial compliance and intent of the 401 Water Quality Certification and Buffer Rules, the approved plans and specifications, and other supporting materials. Signature Registration No. Date Wetl,ands Tracking Facility Name Villari County Guilford Project Number 00 0695 County2 0Inactive Region Winston-Salem Project Type purpose of stream culverting I DCM Office Location South Buffalo Creek I COE Office Raleigh Last 401s Recvd Sent to Recvd Action Recvd From Date Region Region Date Last Action APP 55/25/2000 5/26/2000' Total Total Total Mit 401 401 Acres Acres Feet Total Mit Feet oject: 990.00 401 401 1 990. Inspections/ Violations Inspection Date Inspector Compliant Letter Type Date Sent Reply Date Current St Inspect. i MEMORANDUM TO: John Dorney Non-Discharge Branch Regional Contact: Jennifer Frye WQ Supervisor: I arry Coble Date: SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS Facility Name Villari Project Number 00 0695 Recvd From APP Received Date 5/25/00 Recvd By Region 6/1/2000 Project Type stream culverting County Guilford County2 Region Winston-Salem Certificates Stream Permit Wetland Wetland Wetland Stream Class Acres Feet Type Type Impact Score Index Prim. supp. Basin Req. Req. 26 Stream O OO N ? 16-11-14-2 I u SW 30,60?. 493.00 Mitigation Wetland MitgationType Type Acres Feet Stream WRP F__ I ' 990.00 Is Wetland Rating Sheet Attached? O Y (ON Did you request more info? O Y ON Have Project Changes/Conditions Been Discussed With Applicant?Q Y O N Is Mitigation required? 0 Y O N Recommendation: Q Issue O Issue/fond O Deny Provided by Region: Latitude (ddmmss) 360036 Longitude (ddmmss) 794749 Comments: ON Hni n 1 FTTFR SENT ON JUNE 9, 2000 RESPONSE RECEIVED ON JUNE 30, 2000 The WSRO recommends that this WO certification he issued with the condition that their payment into WRP is approved cc: Regional Office Central Office Page Number 1 08/15/00 ?? NCDENR 14:42 ENVIRONMENTAL SERVICES 4 91919739959 M NORTH ENVIRONMENT l r NO. 008 901 CARQLINA DEPARTMENT OF AND NATURAL RESOURCES DIVISION OF WATER QUALITY wo $0 ntno wig July 11, 2000 JA6460 a. HUNT JR. I Mr. Roger Weadon 1 GOVERNOR City of Greensboro Storm Water Services Post Office Box 3136 GILL HOLUAN Greensboro, North Carolina 27402-3136 S6CRCTARY Dear Mr. Weadon KeRR, Y .,-., ;?S -n- I t 6 .. , aloawat?mR?a.w?..i..L- .+e IM PO -it' Fax Note 7671 Dale "pa°ges? 'r*m COlI)apt. .? Co ` P n9 a 1R- 723- Ptlorw a - - .F 3 %5' 1 _!I* gig_ IF= # Jig AM Subject: Project ?ame: County:i The purpose of this letter is to notify Restoration Program (NCWRP) will ae^°?• with the subject project in accordance with t between the North Carolina Department of I the U.S. Army Corps of Engineers dated No supplied by you in a letter dated June 14, 20 authorization to impact 1,179 linear feet of s the subject project. The NCWRP will provi Water Quality Certification and/or Section 4 stream restoration) for impacts associated w 03030002 of the Cape Fear River basin. If you have any questions or need Crystal Braswell at (919) 733-5208. REF/cvb cc: Rob Riding, Wetlands/401 Unit John Thomas, USACOE South Brook/Guilford Hills Guilford Iu that the North Carolina Wetlands '"ant for stream impacts associated Memorandum of Understanding Aronment and Natural Resources and mber 4, 1998. Based on information , an application requesting am channel has been submitted for mitigation as specified in the 401 permit (up to 2,358 linear feet of the subject project in Cataloging Unit information, please contact Sincerely, Ronald E. Ferrell, Program Manager Wetlands Restoration Program WETLANO9 RBATORATION PROGRAM 1619 MAIL 9[RV$Ca CtNYCR. NALlIGH. NC Z9809611)" webalta:fi o.ancstata.m.us PHONE Oti-739-9x09 IAX 4/®•733.9321 AN EQUAL. OPPORTYNITT / Ai•rRNAT/VE AC7 N 1C.-IlA - 60% RECVC4.C01145 , IIOiT-CQN5U0M4!R PAPOR D: CERTIFIED MAIL: 7099 3220 0006 8505 7579 RETURN RECEIPT REQUESTED June 9, 2000 Mr. Scott Bryant City of Greensboro Stormwater Services 401 Patton Avenue Greensboro, NC 27406 SUBJECT: Request for Additional Information South Brook: Storm Sewer Extension DWQ Project 00 0695 Guilford County Dear Mr. Bryant: The Division of Water Quality has reviewed your plans to culvert 495 linear feet of an unnamed tributary to South Buffalo Creek in Guilford County. Insufficient evidence is present in our files to conclude that your project must be built as planned in waters and/or wetlands in accordance with 15A NCAC 2H .0506. Therefore, unless modifications of the proposal are made as described below, we will have to move toward denial of your 401 Certification as required by 15A NCAC 2H.0507(e) and will place this project on hold as incomplete until we receive this additional information. We are notifying the U. S. Army Corps of Engineers (by copy of this letter) of our request for additional information. As you know, the project will require compensatory mitigation as described in 15A NCAC 211.0506(h). Please examine the possibilities of local (off- site) mitigation and provide any supporting documentation. If a viable site is located, please provide the detailed mitigation plan for construction, restoration, and monitoring, as outlined in Compensatory Wetland Mitigation Guidelines, NCDENR-DWQ. If payment into the Wetlands Restoration Program is determined to be your final and only option, please submit written verification from Mr. Ron Ferrell that WRP will accept your payment. Please respond within three weeks of the date of this letter by sending one copy of this information to me and one copy to John R. Dorney, 4401 Reedy Creek Road, Raleigh, NC 27607. If we do not hear from you in three weeks, we will assume that you no longer want to pursue this project and we will consider the project as withdrawn. If you have any questions regarding this matter, please contact Mrs. Jennifer Frye or myself at (336) 771-4600. South Brook: Storm Sewer Extension Page 2 Sincerely, Larry. D. Coble WQ Regional Supervisor cc: Raleigh Field Office, US Army Corps of Engineers Wilmington Office, US Army Corps of Engineers Wetlands/401 Unit Central Office Central Files WSRO t F j . MAY 2 5 a Mr. John Dorney Division of Environmental Management North Carolina Department of Environment, n Q 6, C + Health, and Natural Resources V 4401 Reedy Creek Road Raleigh, NC 27607 Re: Storm Sewer Extension at'Brook R Dhwt: Greensboro Dear Mr. Dorney: The City of Greensboro would like to notify your office of the proposed project at South Brook Subdivision Communitv on Brook Pine Drive in Greensboro, North Carolina. The project's objective is to construct a 495 feet of storm sewer extension that will impact an open channel drainage system to eliminate safety hazards and to give the residents full access and use of their property. Attached are seven copies of the general information (Environmental assessment, project location, vicinity map and stream condition) regarding the subject sites for your review and also enclosed is an application fee of $400.00 for both Southbrook (Brook Pine Drive) and Guilford Hills (Overbrook Drive) subdivision. Request: Residents request storm sewer extension from City of Greensboro, Storm Water Services to eliminate safety hazards, to give the residents full access and use of their property. Site: Brook Pine Drive, Greensboro, NC Off South Elm-Eugene Street & West Lakefield Drive Site Condition: Single Family Residential Community - Identified on USGS map Contact: Mr. Dwayne Suffern 102 Brook Pine Drive Greensboro, NC 27406 Tel. (336) 574-2727 STORM WATER SERVICES - CITY OF GREENSBORO - PO BOX 3136, GREENBBORO, NC 27402-3136 - (336) 373-2123 - FAX (336) 373-2988 -2- If you have any further questions, please call me at (336) 373-2619 Sincerely, - --------------- Od? Ade Idowu Field Services Coordinator Storm Water Services CC: Scott Bryant, PE - City of Greensboro, Storm Water Services Roger Weadon, PE - City of Greensboro, Storm Water Services May 22, 2000 Attachment 10 ®'306g5 DWQ ID: _ CORPS ACTION ID: 199920006 NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT #) _ 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: City of City of Greensboro 2. MAILING ADDRESS: 401 Patton Ave., Greensboro, NC 27406 SUBDIVISION NAME: Southbrook CITY: Greensboro STATE: NC ZIP CODE: 27406 PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM MAILING ADDRESS ABOVE): 3. TELEPHONE NUMBER: (HOME) _ (WORK) (336) 373-2123 4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS, PHONE NUMBER: Scott Bryant PE City of Greensboro Storm Water Services (Address and phone - same as above) 5. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC MAP OR AERIAL PHOTOGRAPHY WITH SCALE): COUNTY: Guilford - NEAREST TOWN: Greensboro SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ECT.) Properties of 100, 102, 104, 106 & 108 Brook Pine Drive. 6. IMPACTED OR NEAREST STREAM/RIVER: Unnamed tributary to South Buffalo Creek RIVER BASIN: Cape Fear 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: - (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? N/A 8. (a) HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON THIS PROJECT? YES X. NO ? IF YES, PROVIDE ACTION I.D. NUMBER OF PREVIOUS PERMIT AND ANY ADDITIONAL INFORMATION (INCLUDE PHOTOCOPY OF 401 CERTIFICATION): 199920006 (b) ARE ADDITIONAL PERMIT REQUESTS EXPECTED FOR THIS PROPERTY IN THE FUTURE? YES ? NO X. IF YES, DESCRIBE ANTICIPATED WORK: - 9. (a) ESTIMATED TOTAL NUMBERS OF ACRES IN TRACT OF LAND: Five lots - 1.8 AC Total (b) ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE: N/A 10. (a) NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY: FILLING: N/A EXCAVATION: FLOODING: OTHER : DRAINAGE_ TOTAL ACRES TO BE IMPACTED: (b) (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF RELOCATED, PROVIDE DISTANCE BOTH BEFORE AND AFTER RELOCATION: LENGTH BEFORE: 495 FT AFTER:N/A FT WIDTH BEFORE (based on normal high water contours): 20 FT AVERAGE DEPTH BEFORE: 5 FT AFTER: N/A FT (b) (2) STREAM CHANNEL IMPACTS WILL RESULT FROM: (CHECK ALL THAT APPLY) OPEN CHANNEL RELOCATION: _ PLACEMENT OF PIPE IN CHANNEL: X CHANNEL EXCAVATION: X_ CONSTRUCTION OF A DAM/FLOODING: OTHER: 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? 12. DESCRIPTION OF PROPOSED WORK INCLUDING DISCUSSION OF TYPE OF MECHANICAL EQUIPMENT TO BE USED? (ATTACH PLANS; 81/2 BY 11 DRAWINGS ONLY) Extend storm sewer 475 feet and placement of riprap at pipe outlet (along stream bed and side slopes) not to exceed 20 feet in length. A track hoe will be used to perform work. 13. PURPOSE OF PROPOSED WORK: Eliminate safety hazards associated with the stream - open water, steep banks and erosion. Also, to give the residents full access and use of their back yards. 14. STATE REASONS WHY IT IS BELIEVED THAT THIS ACTIVITY MUST BE CARRIED OUT IN WETLANDS (INCLUDE ANY MEASURES TAKEN TO MINIMIZE WETLAND IMPACTS) N/A 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: 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 _. 17. DOES THE PROJECT INVOLVE AN EXPENDITURE OF PUBLIC FUNDS OT THE USE OF PUBLIC (STATE) LAND? YES X NO ? (IF NO, GO TO 16) (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 ? (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? (fl IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL? 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 WITH THE NORTH CAROLINA COASTAL MANAGEMENT 0'ExiC2n9MMZ,0QZ) O R'S/A E 'S SI DATE (AGENT'S SIGNATURE VALID ONLY IF AUTHORIZATION LETTER FROM THE OWNER IS PROVIDED). Environmental Assessment for Proposed Storm Sewer Extension Project Southbrook Subdivision Greensboro, NC 27406 prepared for: 401 Certification NC Division of Water Quality PO Box 29325 Raleigh, NC 27626-0535 Contact person: Gloria Putnam Telephone no: 919-733-5083 prepared by: City of Greensboro Storm Water Services 401 Patton Avenue Greensboro, NC 27406 Contact person: Roger Weadon & Ade Idowu Telephone no: (336) 373-2123 May 2000 EA Preparers This Environmental Assessment was prepared by the City of Greensboro Storm Water Services Division. Staff members who were involved in the preparation of the EA, their specific responsibilities, and qualifications are listed below: Shastri Annambhotla, PhD, PE Shastri is responsible for overseeing and directing this project. He participated in the preparation of this document, preliminary design and details, and mitigation plan. He also coordinated an initial site visit with the US Army Corps of Engineers and NC Division of Water Quality staff. Shastri has a B.S. degree in civil engineering and M.S. and Ph.D. He has worked 30 years in the professional field designing and managing water resources and hydraulic projects. He has worked with the City Storm Water Services for 2.5 years Jeremy Thomas, El Jeremy is responsible for preparing the EA document, preliminary design and details, survey and research of existing conditions, and mitigation plan. He is also responsible for coordinating with the residents of Brook Pine Drive to discuss their concerns, options, and the City's plan of action. Jeremy has a B.S. degree in civil engineering and has worked with the City Storm Water Services for 1.5 years. Roger Weadon, PE Roger assisted in the field survey of the existing channel. Roger has a B.S. degree in civil engineering. He worked for the NCDOT in the hydraulics design unit for seven years before coming to the City of Greensboro one year ago. With Storm Water Services, Roger manages the field services section and the erosion control section. Ade Idowu Ade Idowu is responsible for field services coordination. Ade has a B.S. degree in construction management and has worked with the City of Greensboro Storm Water Services for over 5 years. David Phlegar David performed the assessment of stream quality. David has a B.S. degree in Natural Resource Management and worked with the Mecklenburg County Department of Environmental Protection, Water Quality Section for 4 years before coming to the City Storm Water Services last year as the monitoring section coordinator. Kim Yandora Kim assisted in the assessment of stream quality. Kim has a B.S. degree in biology and has worked in the monitoring section of Storm Water Services conducting wet weather sampling, ambient water quality monitoring, and biological monitoring. Peter Schneider Peter assisted in the assessment of stream quality. Peter has a B.S. degree in fish and wildlife and has worked with the US Fish and Wildlife Service, Fish and Wildlife Associates, and with CP&L doing biological assessments. With the City Storm Water Services, Peter works in the monitoring section conducting wet weather sampling, ambient water quality monitoring, and biological monitoring. 2 1.0 Project Description and Location The City of Greensboro is proposing a storm sewer extension that will impact 495 feet of an unnamed tributary to South Buffalo Creek. Of the 495 feet, approximately 479 feet of stream will be enclosed by reinforced concrete pipe and 16 feet will be rip rap outlet protection (see Exhibit A). The proposed project is located in the Southbrook subdivision, a single family residential community located on the southeast side of Greensboro, North Carolina. The proposed project limits are within the City's drainage maintenance and utility easement on the properties of 100, 102, 104, 106, and 108 Brook Pine Drive (see Exhibit A). 2.0 Project Need The purpose of the proposed storm sewer extension is to eliminate safety hazards associated with the stream and to give the residents full access and use of their property. Due to the stream's close proximity to homes and children's play areas, there are concerns with the relatively steep banks, high flow rates during storm events, continual widening of the channel, and the nuisance of floating debris and pests associated with open channel flow. Because the stream runs through the middle of the residents' back yards, piping the stream will allow the residents to gain full use and access to their property and eliminate the safety hazards associated with the stream. 3.0 Environmental Consequences 3.1 Existing Environment A perennial stream, which is a tributary to South Buffalo Creek (Class C NSW, overall rating, "partially supporting"), flows through this subdivision. A portion of the stream was piped in 1993/1994 during the initial construction of the subdivision, except where the stream crosses the aforementioned properties. The length of open stream channel that crosses the properties along Brook Pine Drive is approximately 500 feet with a drainage area of approximately 50.acres. From the downstream boundary of the Southbrook subdivision the stream flows approximately 300 feet across private property until it reaches the culvert under Elm-Eugene Street. After exiting the culvert, the stream flows into a pond on the east side of Elm-Eugene Street. From the pond the stream flows approximately 1.5 miles before discharging to South Buffalo Creek. The open stream section, within the Southbrook appears to have been channelized when the subdivision was initially constructed. The banks along the stream are fairly stable and range from approximately 2 feet to 7 feet in height. The vegetation on the stream banks and floodplain is mainly grass, with minimal canopy cover provided by a couple of 3 small trees along the stream bank. The houses along Brook Pine Drive are located approximately 30-40 feet away from the open stream channel. The pre-construction soil type at the project area as indicated by the Guilford County Soils Survey, is Enon fine sandy loam (10-15% slopes). Due to extensive cut and fill to create more level land to construct homes, the top layer soil type and the topography in this area has been altered from the pre-developed condition. 3.2 Existing Permits and Certifications There were no permits or certifications obtained for the piping and channel modification of the stream during subdivision construction in 1993/1994. A Nationwide Permit 26 (expires September 15, 1999) was issued to the City for the proposed project on November 11, 1998. 3.3 Project Impacts Changes in land use The proposed sewer extension project will impact 495 feet of stream. The stream will be excavated, the pipe and junction boxes will be placed and constructed, and then backfilled. By piping the stream, residents will gain full use of their back yards. Wetlands The project area was visited by Mr. John Thomas, US Army Corps of Engineers and Mr. Eric Galamb, NC Division of Water Quality on August 3, 1998. Mr. Thomas declared the stream to be jurisdictional. There are no jurisdictional wetlands other than the stream in the proposed project area. A Nationwide Permit 26 was issued to the City for this project for proposed impacts to approximately 495 feet (0.11) acre of jurisdictional waters. The Permit is only valid with the State 401 Certification, and mitigation for the lost habitat. Prime or unique agricultural lands The project is located entirely within the Southbrook subdivision. There are no agricultural lands in this area. Public lands The project will take place on private property within the designated drainage maintenance and utility easement. Scenic or recreational areas There are no scenic or recreational areas located within or near the project area. The proposed project will provide more usable land for the land owners. Areas of archeological or historical value According to the NC Department of Cultural Resources, there are no properties of architectural, historic, or archaeological significance that would be affected by the proposed project (see Exhibit B). 4 Air quality Air quality will not be impacted due to piping of the stream. There will be no emissions as a result of this project. Groundwater quality The stream is a perennial stream, therefore, groundwater maintains the base flow in the stream during dry conditions. The proposed piping will cause groundwater seep to surface at the pipe outfall. The piping will cause insignificant change to groundwater seepage and groundwater quality. Noise levels Variation in noise levels will only be experienced during the construction phase of the project as heavy machinery will be used to excavate, lay pipe, and backfill. The project will not cause any change in noise levels except during the short construction period. Water supplies The project is not located in a designated water-supply watershed. The subdivision residents are serviced drinking water by the City of Greensboro. The project will not have any impact on water supplies. Shellfish or fish and their habitats Although the stream maintains continual flow, the quality of the stream is considered by the City to be severely degraded. There is limited aquatic habitat in the stream (a few tadpoles and one snail were located in the stream) (see Exhibit D for field assessment worksheet). Wildlife and their habitats (presence of threatened or endangered species) There is no evidence of wildlife habitat in the project area. According to NC Natural Heritage Program there are no records of rare species, high quality natural communities, state/federal of Significant Natural Heritage Areas at or within a one mile radius of the proposed project (see Exhibit Q. Introduction of toxic substance There will not be any toxic substances introduced to the environment as a result of the proposed storm sewer extension. Surface water quality During construction, erosion protection measures will be implemented to reduce the amount of sediment transport to receiving surface waters. Immediately after construction, disturbed areas will be permanently stabilized with grass cover. There will be no increase in "nutrients" as a result of this project. Downstream flooding The piping project will not cause a significant change in downstream flooding amounts and/or frequency from what already exists. There are no structures immediately downstream of the proposed project that experience flooding problems. Stream scour protection Rip rap outlet protection will be provided at the pipe outfall to protect the stream bottom and banks from eroding and to provide energy dissipation before the flow enters the natural stream section. The rip rap outlet protection will be designed and installed according to the City's Department of Transportation specification (see details in Exhibit A). According to this design methodology, the size of the rip rap outlet protection is based on the pipe size. The rip rap will be embedded in the existing channel and underlain with filter fabric. This will make the outlet protection more stable (prevent rock from migrating downstream) and reduce erosion of the stream bed and banks. Class I rip rap will be used to prevent transport during higher velocity storms. 4.0 Alternative Analysis The alternative options considered for this project were to (1) relocate the stream channel further away from the homes along Brook Pine Drive and (2) to maintain the stream channel in its current location and provide stabilization along the stream banks. 4.1 Relocate the stream channel One alternative the City considered was to route the stream further away from the Brook Pine Drive homes. The stream could be shifted approximately 15 feet without affecting the adjacent properties to the north (which are not in the Southbrook subdivision). This option would give the residents more use of their back yards, however, the residents noted that this would not reduce their concern for hazards associated with open channel flow through their property. Also, a major obstacle to rerouting the stream is that there is a sanitary sewer line that runs on the north side of the creek between the creek and the adjacent properties rendering the relocation unfeasible at a reasonable cost. 4.2 Maintain stream channel/provide stabilization The other alternative considered is to maintain the stream in its current condition and provide stabilization of sections of the stream where the banks where eroded. This alternative would prevent further disturbance of the stream. With this option, the City would offer to partner with the residents to plant trees and other vegetation along the stream to keep the banks as stable as possible. However, the residents expressed that this option will not address their concerns (safety hazards and inability to fully use their properties) and that the only option that would meet their needs would be to pipe the stream segment. First, the residents' main concern is the presence of the open flowing water that is present in their yards and close to their homes. Some of the homes are approximately 30 feet 6 from the top of stream bank. They expressed concern for their children's safety when they play in their yards. They also note that during storm events the stream exhibits high water levels and velocity and that the size of the channel cross section has increased significantly since they bought their homes a couple of years ago. The residents point out that stabilization of the banks will not relieve their main concern that open channel flow exists on their property. Also, a safety barrier such as a fence would be unacceptable by the residents and would not reduce their concern for the safety of their children playing in their yard. Secondly, the residents want the stream to be piped to give them more use of their yards. The lots along Brook Pine Drive are fairly small (quarter acre) and the stream runs through the middle of their back yard. Although the residents are concerned with the areas along the stream where the banks are 5-6' high and nearly vertical, options such as laying back the banks would require the slope to extend to the foundation of the homes and placing a safety barrier such as a fence would further reduce the use of their yard. The residents state that they were under the assumption that the City would pipe this stream when they bought their homes. Thirdly, the resident's point out that they do not want the dense vegetation associated with bank stabilization. The City pointed out to the residents that as long as they continue to mow the stream banks and use herbicides to maintain the vegetation along the stream banks the banks to continue to deteriorate and erode. The residents stated that dense vegetation provides a habitat for undesirable wildlife, such as snakes, and traps floatable litter from upstream properties. They also said with the stream so close to the homes, the dense vegetation makes their yard unattractive. For the reasons stated above, the alternatives were not considered feasible for implementation. 5.0 Mitigative Measures The City of Greensboro will mitigate at a 1:1 ratio for the 684 feet of stream loss due to the storm sewer extension by paying to the State mitigation bank. 6.0 Conclusions The proposed storm sewer extension that will impact 495 linear feet of an unnamed tributary to South Buffalo Creek will not have a significant adverse effect on the quality of the environment because of the following reasons: 1. The stream is currently a degraded stream (Class C NSW) with very low aquatic habitat (see appendix D for stream quality assessment data). 2. The stream is not designated by the State as High Quality Waters, Outstanding Resource Waters, or Water-Supply Waters. The stream is Nutrient Sensitive Waters, however, the project will not increase nutrient levels. 7 3. There are no areas of architectural, historic, or archaeological significance that would be affected by the proposed project, as indicated by the NC Department of Cultural Resources (reference Exhibit B). 4. There are no rare species, high quality natural communities, state/federal or Significant Natural Heritage Areas at or within a 1.0 mile radius of the project, as indicated by the NC Natural Heritage Program (reference Exhibit Q. 5. Adequate energy dissipation will be provided at the storm sewer outfall to minimize potential impacts downstream (reference section 3.3 "Stream Scour Protection", and Exhibit A) 6. The City will mitigate for the loss of stream at a 1:1 ratio by paying to the mitigation bank. 8 Exhibit A Project Location Project Vicinity Existing Conditions Proposed Project Schematic Project Details Forest 9r ? ! °? Or ELF. ,,, ? .i I ?, Gary°7 I ? SCH: ui 61LLEVE Pennsyly l COHSE `• ? / -c '$ . 2 - b_ -- - I villa Green a Paton o SL --•- SPRING :.? Ave: o St. VALLE LOU Eisenhower N `? Tgg per NATURAL W Ave. . 1 4, wRd\?a m ` W. Meadowvi Rd. vi E. 4 Meadowvie Q cL I a• • D V . Ln y a t? Tor Sr. PA { iEL CH '? .. . e.° n r a m ?s? E Ps ?y ° to t a ERSEY ?r?ou herty St. 3 $eoe? „ 9 G? St. o NA I. Buffalo E ? ° Vat" Carteret S I C^eFk O`' 1® d fan `? SI< '?- h E ?•/ Zi. Creep s ?? , \ gtosdwaY Ittiiell Avi ¢ 0?,a Rd. Industrial ; Ave. O Ei Z o r as a Bhre Ben Rd. ? v FiJr graJun lr ?I Green ate Rd. I ' 3 w Evander Or. Indus rat Ave?. Sp N m Or Kirkland St. a Gam, J A 1 Con ss St i c - - - - - ?o?d H? - - - - aueydah !WoodeaP Oa --? Dr. ,castle Logandaie ° snr- ¢? c' 0 ?` Gtenr ew m 8 ? boo °? 4i IYnh `a ° °A .n-o a I EA I / Idotbrook Dr. ga Or ¢ °o ° Dr. Laughlin Ct. DODLEA p of 3 E emont Jonathan ACRES: 00 r A 3' GR IXJVE Aode R d ' Rd. / PARR O m tu' ?? Wort v O`' ° Dutch Cl. Ck- m Qa. VANDALIA e CC ARK :. Ark 4 3 ELE. SCH. a $ Ro Kndt Rd. Rocky Knoll W So See Emo Or. 3 Greenside + ? °? 1 pr Sherr lhvood Dr. 1etzel Ave. = - Wnehest? ?y e? yl fl11IlX Rd..: i Vandalic 5 o .. t o Walser Rd. m - 8RDN9ih Wie -o`MClark Ave. Project CTR.. ; Kilkenn s] l t1 PARK VANDALIA Dr. Q _ W Lakefiekl LOCat1Ori > CHRISTIAN W a r Qx enq Ci. 'ay m ¢ Brook pine 14 D, CL d edarCrebt"-'-----------' x c?e? ti S c Weimer Cit Pi Dr. W MoOtP; a Ropes a d CL - m Rd. Fairystone Dr. ~•?i Q r `Is Dr ------ - --gym ci ?? g RAN$$ -.'fdAN Chk a ?a y r !G RKE T V v an Ln. w D ----= U Kalla Location Map Brook Pine Drive Storm Sewer Extension Project - - --- --- --? - - -------•------- -- Greensboro, NC t? ,>• '?• Sou ;?"?? ,c?'•? _ .? :r?1>t??• 1, •: 'fC_.:•:'? _ ? ? ': J Al- .f • t? • •?" •••i 1 Oda 1 ? ,' 1 C. ?1 1 ? ' ..?-•r?i?Iv/`.,. ?? ` ` ??-? i+l ? •''1 'f?? /; .` ?`• ` „?' ?j? ?1 I/' is '? QTa;' 7$0 `•i(O \ ?4 J o • ?• ° fy ° ?o ?• y - r rte. -\? 'S _ ,? ?:•?- ` - 1 ()INTE NGE-. J 3300 /' ~ •!` ? .../•; ^ .--r+•=ate- °`,?''•' '-.' _: }?•, / .? ?? _-- ?, ?- •I tlu? ? ? ,J ! ... :-, =ms's/-?%1.? • • •+0.. ?,;, jY_ Vii" ? ?$?.?? ? I f-? _j ???!?`•s? ? '•. '^`? \ 1 /'+?•. :v .'?, ;or A t Oil 70 - r: ?? _? jr/\ .\? ?, ?d• ' ??:?,/) 1'? }'?1?/ r 7.` 776 ark ==?? _. / ice: `rl•? • i ??? .? / 1 $O?O •;.• • :.. f _ Van d ' ?-. ? ? • tea.` ? __\ `? . i.\. .. • p ; t -O / '-`?QT - ., • • rr - _ .? ' i _ /? / railer, . /? i ,? ?,"? ` e ' ??? .? -- • $39 ` ?' ?-.-"1 ? ??\ '• / ?_!_ _ ;- 625. 4 s-' .??,. ?" ^-,•----•----•°-- .. :8 0 Project - i' i - _ Laridi? it Location (PLEASANT ARDEN) 1-°n : TG _ 5505IV NE 47'30• acE sA.vr GaRvE:v Mr r SCALE 1:24000 ---?-- 0 I MILE 0 1000 2000 3000 4000 5000 6000 7000 FEET 5 0 I KILOMETE CONTOUR INTERVAL 10 FEET NATIONAL GEODETIC VERTICAL DATUM OF 1929 'H U.S GEOLOGICAL SURVEY STANDARDS FOR SPATIAL ACCURACY -CLASS: OLOGICAL SURVEY, DENVER, COLORADO 80225, OR RESTON, VI CRIBING TOPOGRAPHIC MAPS AND SYMBOLS IS AVAILABLE ON REAL. Vicinity Map Greensboro Quadrangle 1" = 2000' Brook Pine Drive Storm Sewer Extension Project Greensboro, NC rt *. t =1.M 10 ?.,• + tAir' -fit rr /tP it tf y.? r tt't7?t4 1w.i 4 AMC if. Z h it• M. Proposed Storm Sewer Extension Scale: 1" =100' Brook Pine Drive Storm Sewer Extension Project Greensboro, NC de-re- i TIC, L lk)l LL dE c?r? D A ?3c c, t cR?^^ ??S ,4?4 ?? G?i2-r? F? c?T? ? ?S ?? 2c v ??r-.?-i til ? . i -- - ?°? J - - ; - - - - - ----- . - GX T?t 5A,-4 K 14 - sty - - G' AN t i M - - - - - t/ -- ?G C03 ? - ^ T Proposed Storm Sewer Extension Details No Scale 2., X/ Brook Pine Drive Storm Sewer Extension Project Greensboro, NC W to z s two ?,J??? II JI'rt 23 ?I .am Y. :.? 1 1 i ' 1 1. 1 1 1 f*4%l 7 Existing Storm Sewer Layout Scale: 1" =100' Brook Pine Drive Storm Sewer Extension Project Greensboro, NC '` /?loT? ?rcTAlLc 17 j??Al?? VJ?C.? 3? 37EVE??cS7 AF'r ? s l N u = ( (? i i ? Nf71H 7 9 y C f rr D S; NW T O H W ~ ? ° M O O W -n c cn > r M am a= -q N m Z O - c r M z x ?= n . 11 o M :E .. cn + mm-1 \I $Z Z O O Z Z •O Z D Z r CA N m M m 9 0 .fl 0 r AM- 0 D H rp z n 0 W I.-1 r-_to I'U n r n Z City of Greensboro Department of Transportation -o v D z W r - C) a m i O T r -1 m s ?w C^f?` D A x v r, nc) -nz V O 4f W A A W W N i _. r- r- DD0000 IV Q) O A co N CrO A m to N O to W m v)cn0 r .0 V1 z H?or ? H _ H DODZ to CO NN.. A O V n y 0 A DO. C4 oac m iiv W -4 O O O m V O A W N N j to V cn n to O M N V W OW (0 f0 i W -G D r r to W o cn0 W -4 N _? N A A W N N i 1 V A W N Z 0= --1 -TI V W O W O O W W ?--? D D oW-4MMWWN-•-?V? m v A tp (1? N O CD O N Cfl O n N n r -i i0 V W W N i i Z tnn N H N N i i V A o •o O A co N M -+ a M -o r X m ;. v ? W M rn A W N N i i V A' W N A A A rn co N O i O N cn ° M W07 N r V W O V A N N i Z W_ W M VO M V OWD O W V N W C) A O 3i English Standard Drawing PC-168 RIP RAP PIPE OUTLET PROTECTI Sheet I ON NCDOT 868.0' Lm Exhibit B State Historic Preservation letter ?Z Apwrvd? North Carolina Department of Cultural Resources James B. Hunt Jr., Governor Betty Ray McCain, Secretary January 5, 1999 Jeremy R. Thomas Greensboro Storm Water Services P.O. Box 3136 Greensboro NC 27402-3136 Re: Storm sewer extension on Brook Pine Drive, Southbrook Subdivision, Greensboro, Guilford County, ER 99-7936 Dear Mr. Thomas: Division of Archives and History Jeffrey J. Crow, Director Thank you for your letter of December 11 , 1998, concerning the above project. We have conducted a review of the project and are aware of no properties of architectural, historic, or archaeological significance which would be affected by the project. Therefore, we have no comment on the project as currently proposed. The above comments are made pursuant to Section 106 of the National Historic Preservation Act and the Advisory Council on Historic Preservation's Regulations for Compliance with Section 106 codified at 36 CFR Part 800. Thank you for your cooperation and consideration. If you have questions concerning the above comment, please contact Renee Gledhill-Earley, environmental review coordinator, at 919/733-4763. Sincerely, David Brook Deputy State Historic Preservation Officer DB:slw Exhibit C State Natural Heritage Program letter z NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES DIVISION OF PARKS AND RECREATION December 21, 1998 T ? JAMES B. HUNT JR GOVERNOR WAYNE MCDEVITT , SECRETARY . DR. PHILIP K. MCKNELLY DIRECTOR Mr. Jeremy R. Thomas City of Greensboro P.O. Box 3136 Greensboro, NC 27402-3136 SUBJECT: Rare Species, High Quality Natural Communities, State/Federal Priority Areas, and Significant Natural Heritage Areas at the Proposed Storm Sewer Extension Project, Greensboro, Guilford County, N.C. Dear Mr. Thomas: The NC Natural Heritage Program does not have records of rare species, high quality natural communities, state/federal or Significant Natural Heritage Areas (SNHAs) at or within a 1.0 mile radius of the site for proposed storm sewer extension at Brook Pine Drive, Greensboro; Guilford County, NC. Enclosed is a list of rare species known to exist in Guilford County. If habitat for any of these species exists at the site, they may be present there. In order to be sure that no rare species exist at the site, a survey might be 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 Natural Heritage Program Enclosure /SMRG P.O. BOX 27687, RALEIGH NC 2761 1-7687 PHONE 919-733-4181 FAX 919-715-3085 - AN EQUAL OPPORTUNITY / AFFIRMATIVE ACTION EMPLOYER - SO% RECYCLED/10% POST-CONSUMER PAPER Exhibit D Stream Characterization/Water Quality Field Data Sheet Physical Characterization/Water Quality Field Data Sheet Stream Name uS ?6 Sew ,.?„ Location nt tv?s t Site ID: Stream Class Lat. Lone: River Basin Investigators o, „z P4,1e Ar ,N(, Y„ A Zu, S" r Qate: I a - a- 98 Time: Z'...s n.r Site Location I Draw a map of the site and indicate the areas sampled. (fie} Ir ?t xt1" N? P$" c l?Fe ob5e?ve? ?to1 A?o.E•?i nro ? 2 - 'i5nvu SNai? a?c„o {?ol¢S ? No R ?wak:c- ? nSxc-?c5 ? No c..i•1Zl:?e. Weather Conditions: Now ( Past 24 hours storm(heavy rain) (?J steady rain showers (intermittent) cloud cover (percent) "/ clear sunny k' Air Temp. L0 °F Heavy rain last 7 days' No Riparian Zone/ Predominant Land use Bank Erosion (looking, downstream) In-stream -Forest -Commercial Left Right Features _Aaricultural Residential -Severe -Severe -Industrial -Park -Heavy -Heavy Mixed -Other _i?Ioderate Moderate , Minor X Minor Local Watershed NPS Pollution None None ,,-No evidence Some Obvious sources Stream Width- m - Channel Width M Canopy Cover: High Water Mark ? .Y m -Partly open Catf -Partly shaded Stream Depth Shaded Riffle m - Pool Nrea- . m Channelized XYes No Velocitv m;'sec Dam Present Yes VNo --: ?. - Manmade Stablization: Y:' N Flow Conditions: Describe: ` -' High Medium Low A b --- Y o -c Michael F. Easley Governor William G. Ross, Jr., Secretary Department of Environment and Natural Resources Kerr T. Stevens, Director Division of Water Quality RECEIPT Mr. Ade Idowu City of Greensboro Storm Water Services 401 Patton Avenue Greensboro, North Carolina 27406 Subject: DWQ #: 000695 County: Guilford COE #: 199920006 March 9, 2001 1 1, ; R 1 4 201 The Wetlands Restoration Program has received a check in the amount of $ 61,875.00 check number 008021 as payment for the compensatory mitigation requirements of the Section 404/401 Water Quality Certification issued for the subject project. This receipt serves as notification that the compensatory mitigation requirements for this project have been satisfied. Please note that you must also comply with all other conditions of this certification and any other state, federal or local government permits or authorization associated with this activity. The NCWRP, by acceptance of this payment, acknowledges that the NCWRP is responsible for the compensatory mitigation requirements associated with this project and agrees to provide the compensatory mitigation as specified. As specified, the NCWRP will restore 495 linear feet of stream in subbasin 030602 of the Cape Fear River basin. If you have any questions concerning this matter, please contact me at (919) 733-5219. Sincerely, Ronald E. Ferrell, Program Manager REF/cvb cc: Rob Ridings, DWQ John Thomas, USACOE file fiICDENR Customer Service Division of Water Quality 1619 Mail Service Center Raleigh, NC 27699-1619 Wetlands Restoration Program (919) 733-5208 Fax: (919) 733-5321 1 800 623-7748