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HomeMy WebLinkAbout20010066 Ver 1_COMPLETE FILE_20010119\ NA T ?9PG co r O '< Michael F. Easley Governor William G. Ross, Jr., Secretary Department of Environment and Natural Resources Kerr T. Stevens Division of Water Quality April 3, 2001 DWQ# 01-0066 Edgecombe County Soil & Environmental Consultants Attention: Jim Cooper 11010 Raven Ridge Road Raleigh, NC 27614 APPROVAL of Tar-Pamlico River Buffer Rules Dear Mr. Cooper: You have our approval to impact 53 linear feet of stream channel and associated protected stream buffers to develop a agricultural road crossing at the Creekside Farms, Rocky Mount in Buncombe County, as described in your application received on January 19, 2001, and in additional correspondence received on March 21, 2001. This approval is valid for the Tar-Pamlico River Buffer Rules (15A NCAC 2B .0259). 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, Non- Discharge and Water Supply Watershed regulations. This approval is only valid for the purpose and design that you described in your application. If you change your project, you must notify us and you may be required to send us a new application for a new approval or 401 Certification. If the property is sold, the new owner must be given a copy of this 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). If you do not accept any of the conditions of this approval, 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 conforming 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 the Tar-Pamlico River Buffer Rules. If you have any questions, please telephone John Dorney at 919-733-9646. - - - - - Sincerely, L 'St IS cc: Corps of Engineers Raleigh Regulatory Field Office Raleigh DWQ Regional Office Central Files File copy North Carolina Division of Water Quality, 401 Wetlands Certification Unit, 1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address) 2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location) 010 7,11 1708 1,6---N 01n 79O QOn9 /;-_% {. N..•//L.On n... MEMORANDUM TO: John Dorney Regional Contact: Non-Discharge Branch WQ Supervisor: Date: SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS Facility Name Creekside Farms Project Number 01 0066 Recvd From APP Received Date 1/19/01 Recvd By Region Project Type agricultural road crossing County Edgeconibe County2 Region Raleigh Certificates Stream Stream Impacts (ft.) Permit Wetland Wetland Wetland Stream Class Acres Feet r aaw=1+? Type Type Impact Score Index Prim. Supp. Basin Req. Req. Stream PT _&N 1__1__WSIV NSW 30,301. F 53.00 F-F o Y _0N f -FF F_ (_ F__ F_ I Mitigation Wetland Nl\ rd v 1 MitigationType Type Acres Feet 1 ,4v ? 0 Is Wetland Rating Sheet Attached? 0 Y 0 N Did you request more info? 0 Y 0 N Have Project Changes/Conditions Been Discussed With Applicant? 0 Y 0 N Is Mitigation required? 0 Y 0 N Provided by Region: Latitude (ddmmss) 360230 Recommendation: 0 Issue 0 Issue/Cond 0 Deny Longitude (ddmmss) 773805 Comments: 53' impact is rather excessive for an "agricultural" crossing. Impact should not exceed 20' without an explanation - *HOLD" cc: Regional Office Central Office Page Number 1 ° Soil Environmental Consultants, Inc. . i 11010 Raven Ride Road Raleigh, North Carolina 27614 Phone: (919) 836-5900 Fax: (919) 846-9467 Web Page: www.SandEC.corn cc March 19t1i, 2001 NCDENR-DWQ Attn: Mr. John Dorney 4401 Reedy Creek Road Raleigh, NC 27606 RE: Tar-Pamlico Buffer Compliance Request-Additional Information as Requested Creekside Farms Rocky Mount, Edgecombe County, North Carolina (Latitude/Longitude: 36°02'30" N 77038'05"W) S&EC Project 00-5134 DWQ Project 01-0066 Dear Mr. Dorney, As requested in your letter dated February 16t", 2001, here is additional information justifying the width of the proposed road crossing of White Oak Swamp for Creekside Farms in Edgecombe County, NC. Enclosed is a list of farm equipment width specifications being used at the farm, and a letter from the project engineer discussing the width of the road crossing and associated riprap. As shown from the equipment width specification table, if the maximum equipment width is 21 ft., with a creek bank depth of at least 5 ft., and a 2:1 side slope (3:1 would be preferred), the minimum width of the crossing (not including riprap) would be 41 ft. (51 fl. width a 3:1 side slope). The engineer recommends maintaining the suggested 13 ft. of riprap outlet protection, which, according to his specifications, would total a complete crossing width of 53 ft. Therefore, there is no practical way to construct the road crossing less than 40 ft. wide in a safe and stable manner. As indicated in the initial buffer compliance request dated January 17t1i, 2001, construction of the road will impact only the jurisdictional channel; no jurisdictional wetlands will be impacted. This road will impact 53 linear feet (40' culvert + 13' rip-rap) of stream channel, which is subject to the Tar-Pamlico River Basin Buffer Rules. According to engineers' specifications, approximately 4,000 square feet (0.09 ac.) of riparian buffer (Zone 1, 2400 sq. ft./Zone 2, 1600 sq. ft.) will be impacted by the Wetland Delineation/Permitting/Alitigation Soil/Site Evaluations On-Site Septic Systems Environmental Assessments/Audits Ncuse Basin and Watershed Buffer Evaluations Groundwater Hydrology Endangered Species Western Branch Offices: (828) 635-5820 • (828) 312-7902 • (704) 516-3922 oouOpuodsalloo MCI Jo MOD suollL'o JIoz)ds lllp m lllotlldlllbo 1111L'J Jo olgLl 3lllssolo le lj P!,ki Sv,»puol 5tllXJ?lsnf loauisua loofold ulo1J lotlo-I :S1uz)Ullloulld ISIJUaioS lL'JUawUO1tAUH ladooD wt f `Xlalaouts -spaou s,loofold agl gjim . uipwuj mou st puu alts aq; paJtstn suq JJt:Is .inoXjo tyoazluZ qog -uotiuw.tojut .laglo Xuu a.ttnbaj noX 3t .to `suotlsonb lt:uot;tppt? ,Cuu anutl noX j! IIVO MEOW -loofo.td stgl jod uotldwaxa lu.tnllnotlft, uu jo asn oqj pano.tddu Alsnotnald SJUN puu s.l3aul5ug3o sdIOD XwiV sfI oqZ •pajtnbajaq jou plnogs uotju3titw laumilo woods .to pul;llam wq1 sanatloq Dg%,'s `splogsa.lgl pouotluowa.to3u ogj paaoxa lou op ;oofoid sttll wo1j gutllnsol sloudwt pasodoid aql osnuoog 'laaj .tuautl oSi puu a.lou i nkolaq sloudwt louuL'go moils puv puLpom aoj uoijugtllw a.ItnbaJ jou saop Xotlod luallno s,onkQ-3N -iiutssolo puo.i stgl it, paloudwt aq Ipm spuullom ou juill olou of jumiodwt st 11 -puo.t pasodo.td P_02 lrnlr?Inr Lei L=3 U M p[an CONSULTING ENGINEERS, PA CIVIL, MUNICIPAL & 5TRUCTURAt ENGINEERS COMPREHENSIVE ENVIRONMENT SERVICES March 7, 2001 Y,r. Kevin Mardn, LSS Soils and Environmental Consultants 11010 Raven Ridge Road 7- .thigh, North Carolina 27614 RE: White Oak Swamp Crossing Response to DWQ Letter of 2/16/01 Dear Mr. Martin: The subject letter from DWQ makes reference to the proposed road being 53 feet wide. The 53 feet mentioned includes 13 feet of rip rap outlet protection. The actual distance from end of FIS to end of FIS is 40 feet. Due to the low velocities that will be experienced through and in the vicinity of this structure (see calculations), we have no problem with the outlet protection pad being eliminated. We would prefer that it remain to insure that the energy even from low flows is dampened; nonetheless, we are willing to "defer" to the State if this pad is viewed as unacceptable. If you have any questions about this matter, please give me a call. Sincerely, Appian Consulting Engineers, P.A. :. M. Covil, P.E. CC: Bobby Joyner, RE File W o rdfi I es/Marb n3-07-01 t' 5. 'White Street. wake Forest, NC 27587 ??one:(919) 570-7808 (Civil Division) (919) 562-4673 (Environmental Division) F x: :919; 562-4675 (Civil & Environmental Division) 841 South Wesleyan Blvd. • Rocky Mount. NC 27803 P.O. Box 7966 • Rocky Mount, NC 27804 Phone: (252) 972-7703 Fax: (252) 972-7638 e-mail: appian@coeentral.com 919 446 7559 ITI Kevin Martin Steve Wordsworth Farm Equipment March 16, 2001 Below is the outside to outside wheel base of farm equipment that will be traveling between the Tulloss and Robbins Farms. ¦ 6-Row Cotton Picker - 21 feet 4 Tractor with Dual Tires -16 feet • Peanut Combine --18 feet A Grain Combine -18 feet 121002 O??F V 1 ATFRQG Michael F. Easley Governor William G. Ross, Jr., Secretary Department of Environment and Natural Resources p -? Kerr T. Stevens Division of Water Quality CERTIFIED MAIL-RETURN RECEIPT REQUESTED February 16, 2001 Edgecombe County DWQ Project No. 01-0066 Soil & Environmental Consultants, Inc. Attn: Jim Cooper 11010 Raven Ridge Road Raleigh, NC 27614 Re: Creekside Farms, Rocky Mount, Edgecombe Co., NC S&EC, Inc. Project # 00-5134 White Oak Swamp [03-03-01,28-78-7-(2); WS-IV NSW] Dear Mr. Cooper, On January 19, 2001, the Division of Water Quality (DWQ) received your request for a No Practical Alternatives determination and Authorization Certificate to impact 53 linear feet of stream channel and associated protected riparian buffers. Insufficient evidence is present in our files to conclude that your project must be built as planned in waters and/or protected riparian buffers in accordance with 15A NCAC 2B .0233. Therefore, unless modifications of the proposal are made as described below, we will have to move toward denial of your Authorization Certificate as required by 15A NCAC 2B .0233(8) and will place this project on hold as incomplete until we receive this additional information. Please provide us with information supporting your position that states your project must be constructed as planned and that you have no practicable alternative to placing fill in these waters or protected riparian buffers. Specifically; • Provide addition justification as to why the proposed agriculture road needs to be 53 feet wide (20 feet of road surface). Any documentation such as maps and narrative that you can supply to address alternative designs for your project may be helpful in our review of your 401 Certification and Buffer Authorization Certificate. Please respond within three weeks of the date of this letter by sending a copy of this information to me and to Mr. Steve Mitchell, Raleigh Regional Office at (919) 571-4700. 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. I can be reached at 919-733-9646 if you have any questions. cc: Mr. Steve Mitchell, NCDWQ Raleigh Regional Office File Copy Central Files 010066 North Carolina Division of Water Quality, 401 Wetlands Certification Unit, 1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address) 2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location) 01 ?_7Q7_17AR lnhnnol 919-733-RR93 (tax)- httn://h2o_enr-state.nc.us/ncwetlands/ Soil & Environ erica (Consultants, Inc. 11010 Raven Ridge Road - Raleigh, North Carolina 27614 - Phone: (919) 846-5900 - Fax: (919) 846-9467 Web Page: www.SandEC.com ! March 19'h, 2001 NCDBNR-DWQ Attn: Mr. John Dorney 4401 Reedy Creek Road Raleigh, NC 27606 RE: Tar-Pamlico Buffer Compliance Request A' ditional Information as Requested Creckside Farms Rocky Mount, Edgecombe County, Nortb Ca olina (Latitude/Longitude: 360021301IN77033'„_Y `.? S&EC Project #: 00-5134 DWQ Project #: 01-0066 Dear Mr. Dorney, As requested in your letter dated February 16t', 2001 here is additional information justifying the width of the proposed road crossing of bite Oak Swamp for Creekside Farms in Edgecombe County, NC. Enclosed is a list 't farm equipment width specifications being used at the farm, and a letter fro l>f the project engineer discussing the width of the road crossing and associated riprap. As shown from the equipment width specification table, if the maximum equipment width is 21 ft., with a creek bank depth of at least 5 ft:, and a 2:1 side slope (3:1 would be preferred), the rrt nimum width of the crossing (not in luding riprap) would be 41 ft. (51 ft. width a 3:1 side slope). The engineer recommends maintaining the suggested 13 fr, of riprap outlet protection, which, according to his speci cations, would total a complete crossing width of 53 ft. Therefore, there is no practic4l way to construct the road crossing less than 40 ft. wide in a safe and stable manler. As indicated in the initial buffer compliance request (&ted January 17,', 2001, construction of the road will impact only the jurisdictional channel; no jurisdictional wetlands will be impacted. This road will impact 53 linear feet (40' culvert + 13' rip-rap) of stream channel, which is subject to the Tar-PamlicU River Basin Buffer Rules. According to engineers' specifications, approxim=14 4,000 square ;feet (0.09 ac.) of riparian buffer (Zone 1, 2400 sq. ft./Zone 2, 1600 sq. f.) will be impacted by the Wetland Delineatiow?crmitting/Nlitigation Soil/Site Evaluations On-Sitceptic Systems Environmental Assessments/Audits Neuse Basin and Watershed Buffer Evaluations Groundwa Hydrology Endangered Species Western Branch Offices: (828) 635-5820 • (828) 31?-7902 - (704) 516-3922 proposed road, it is important to note that no wetland$ will be impacted at this road crossing. , NC-DWQ's current policy does not require mitigation for wetland and stream channel impacts below 1 acre and 150 linear feet. Because the proposed impacts resulting from this project do not exceed the aforementioned thresholds, S&EC believes that wetland or stream channel mitigation should not be required. The US Army Corps of Engineers and NRCS previously approved the use of an agricultural !exemption for this project. i Please call if you have any additional questions, or if, you require any other information. Bob Zarzeeki of your staff has visited the site and is tow familiar with the project's needs. Sincerely, Jim Cooper Environmental Scientist Attachments; Letter fmm project engineer justifying roads ay width it crossing Table of farm equipment width specifications Copy of DWQ correspondence I I l s Soil & Envi ronme ' Consultants, Inc. 11010 Raven Ridge Road • Raleigh, North Carob a 27614 • Phone: (919) 846-59W • Fax: (919) 84&9407 Web Page:;www.SUWEC.eom FACSIMILE SH ET FAX NO. (919) 846J9467 DATE: TO: NAME : 102y. 16?tn ?•?v _N(' COMPANY: FAX NUMBER: FROM., The following items are being faxed. For Your Comments/Approval Per Our Conversation Please Advise Would Like To Discuss HARD COPY SENT: US Regular Mail Overnight r a Hand Delivery No Hard Copy Sent 01-000 D?+ 1 f1<1 IF YOU HAVE ANY QUESTIONS OR PROBLL':,':' - '-_'H THIS TRANSMISSION, PLEASE CONTACT v?-, AT (919) 846-5900. *CONFIDENTIALITY ?Jntity OTICE* This transmission is intended only for the use of the individual or to which it is addressed and may contain information that is privileged and confidential. If the reader of thi me3sage is not the intended reciplent, you are hereby notified that any disclosure, distribution or copying of this ormation is strictly prohibited. If you have received this transmission in error, please notify us immediately b telephone and return the faxed documents to us at the above address via the United States Postal Service. If Wedwd Delineation ?ewiitdnVM dSation Soil/Site Evaluations On-Sift; Septic Systems Enviroameaud Assessmcnts/Audio Neusc Basin and Watershed Buffer Evaluations Groundwater Hydrology Endangered Species Project Number: i 3 CC: 4 SUBJECT: I S? J ILL - ?`"?4 Jc? Number of p , ges including transmittal sheer Z ?_ - For Your Information Per Your Request Please Call Please Handle cbarlotte offlco- (7o4) 516-3922 • Wckor* office: (828) 312-7902 proposed road. It is important to note that no wetland will be impacted at this road crossing. NC-DWQ's currcnt policy does not require mitigation for wetland and stream channel impacts below 1 acre and 150 linear feet. Because tht proposed impacts resulting from this project do not exceed the aforementioned thresholds, S&EC believes that wetland or stream channel mitigation should not be required. Thle US Army Corps of Engineers and MRCS previously approved the use of an agricult : : ;;?_.::::rtion for this project. Please call if you have any additional questions, or if ?ou require any other information. Bob Zarzecki of your staff has visited the site and is now familiar with the project's needs. I Sincerely, '- Jim Cooper Environmental Scientist Attachments: 11 Letter from project engineer justifying roadway ?vidtl? a! crossing 'fable of farm equipment width specifications 5 Copy of DWQ correspondence f Soil Environmeiiital Consultants, Inc. 11o10 Raven Ridge Road • Raleigh, North Carol -Ina 27614 • Phone: (919) 846.5900 • Fax: (919) 846-9467 Web Page: SandEC-corm FACSIMILE SHE T FAX NO. (919) 8461:9-167 DATE' '3119 10, Project Number: 00--5)3L TO: NAME: r: Jokk ( CC: COMPANY- I &_-, tn/Q FAX NUMBER: ?? FROM: t m SUBJECT:. The following items are being faxed. Number of p For Your Comments/ Approval Per Our Conversation Please Advise Would Like To Discuss HARD COPY SENT: US Regular Mail overnight A- IN Hand Delivery No Hard Copy Sent REMARKS: V ( - i I $' O a ' 1 r , ? 1Y A ? V k..e' - 8 1 - - I U - I IF Y U HAVE ANY QUESTIONS OR PROBLEMS WITH THIS TRANSMISSION, PLEASE CONTACT tn' AT f4? , R4h-5900. This transmission is intended only it is addressed and may contain information that is privileged and confidential. If the reader of thi g of the intended recipient, you are hereby notified that any disclosure, distribution or copying of this 'information is strictly prohibited. If you have received this transmission in error, please notify us immediately byltelephmQ and return the faxed documents to us at the above address via the United States Postal Service- Wetland Delinzation/PermittinVMitigadon Soil/Site Evaluations On-Si ' SCptrc Sy3tCtn3 Environ=ntal Assessments/Audio Neuse Basin and WaterZed Buffer Evaluations Groundwa?a Hydrology &sdangerod Specics *'CONFIDENTULM OTICE* for the use of the individual ore lily to which s essa a is n CvcckS,?. f;r",j V s including transmittal sheet-6- For For Your'Information Per Your Request Please Call Please Handle Charlotte ofiice: (704) 316-3922 • liickory?Office: (828) 312-7902 O1?1 O? W ATFR pG Michael F. Easley Governor William G. Ross, Jr., Secretary Department of Environment and Natural Resources Kerr T. Stevens Division of Water Quality CERTIFIED MAIL-RETURN RECEIPT REQUESTED Soil & Environmental Consultants, Inc. Attn: Jim Cooper 11010 Raven Ridge Road Raleigh, NC 27614 Re: Creekside Farms, Rocky Mount, Edgecombe Co., NC S&EC, Inc. Project # 00-5134 White Oak Swamp [03-03-01, 28-78-7-(2); WS-IV NSW] Dear Mr. Cooper, February 16, 2001 Edgecombe County DWQ Project No. 01-0066 On January 19, 2001, the Division of Water Quality (DWQ) received your request for a No Practical Alternatives determination and Authorization Certificate to impact 53 linear feet of stream channel and associated protected riparian buffers. Insufficient evidence is present in our files to conclude that your project must be built as planned in waters and/or protected riparian buffers in accordance with 15A NCAC 213 .0233. Therefore, unless modifications of the proposal are made as described below, we will have to move toward denial of your Authorization Certificate as required by 15A NCAC 2B .0233(8) and will place this project on hold as incomplete until we receive this additional information. Please provide us with information supporting your position that states your project must be constructed as planned and that you have no practicable alternative to placing fill in these waters or protected riparian buffers. Specifically; • Provide addition justification as to why the proposed agriculture road needs to be 53 feet wide (20 feet of road surface). Any documentation such as maps and narrative that you can supply to address alternative designs for your project may be helpful in our review of your 401 Certification and Buffer Authorization Certificate. Please respond within three weeks of the date of this letter by sending a copy of this information to me and to Mr. Steve Mitchell, Raleigh Regional Office at (919) 571-4700. 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. I can be reached at 919-733-9646 if you have any questions. Sincerely, [Z)ff Y n Dorsey cc: Mr. Steve Mitchell, NCDWQ Raleigh Regional Office File Copy Central Files 010066 North Carolina Division of Water Quality, 401 Wetlands Certification Unit, 1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address) 2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location) 919-733-1786 (phone), 919-733-6893 (fax), http://h2o.enr.state.nc.uslncwetlands/ s i TRIAGE INFORMATION "01 ISSUED' Project: Creekside Farms Owner/Applicant: Creckside Properties S&EC job #: 00-5134 Project Type: V ermit Type: .1 J _ Stream Name: River Basin (#): Stream Index (#): Stream Class: Wetland Impact: Water Impact: 0-1006 agricultural: road crossing none (this project qualifies for an agricultural exemption, and, thus, does not require a Nationwide Permit). NRCS and the USACE have verified the exemption. Tar River Riparian Buffer Approval White Oak Swamp 30301 28-78-7-(2) WS-IV NSW no jurisdictional wetland impacts 53 linear ft. of stream channel permanently impacted for road crossing Soil& Environmental Consultants, Inc. 11010 Raven Ridge Road • Raleigh, North Carolina 27614 Phone: (919) 846-5900 - Fax: (919) 846-9467 Web Page: www.SandEC.com This is not a request for a 401 Certification; hence, no check{ is enclosed. January 17th, 2000 NCDENR-DWQ Attn: Mr. John Dorney 4401 Reedy Creek Road Raleigh, NC 27606 RE: Tar-Pamlico Buffer Compliance Request Creekside Farms Rocky Mount, Edgecombe County, North Carolina (Latitude/Loiigitude: 36102'30" N 77°38'05"W) S&EC Project #: 00-5134 Dear Mr. Dorney, On behalf of Creekside Properties (property owner), we hereby request written concurrence from the NC Division of Water Quality (NC-DWQ) that this proposed road crossing at Creekside Farms (on White Oak Swamp) complies with the Tar-Pamlico River Basin buffer rules. Since this project qualifies for an agricultural exemption, it does not require a Nationwide Permit with the US Army Corps of Engineers. A Pre- construction Notification Application (PCN) is attached, as well as a letter from Creekside Properties giving S&EC permission to act on its behalf. In summer 2000, the proposed road crossing area was walked with the US Army Corps of Engineerrs (Jean Manuele and Todd Tugwell) to determine the site(s) along White Oak Swamp with the least jurisdictional wetland areas in order to avoid and minimize impacts. An area was with no jurisdictional wetlands, other than the stream channel itself, was determined, and the proposed road crossing will cross the stream perpendicularly at tlus location. Since Creekside Farm is bisected by White Oak Swamp, workers at the east side of the property must travel approximately 7-8 miles on State Highways and Roads with heavy farm machinery to access the west side of the property, and vice-versa. The proposed road crossing in the middle of the property would obviously be safer for the workers, Wetland Delineation/Permitting/Mitigation Soil/Site Evaluations On-Site Septic Systems Environmental Assessments/Audits Neuse Basin and Watershed Buffer Evaluations Groundwater Hydrology Endangered Species Western Branch Offices: (828) 635-5820 • (828) 312-7902 • (704) 516-3922 more economical for the farming operations, and would likely help alleviate traffic on neighboring roads (including NC Highway 44). Construction of the road will impact only the jurisdictional channel; no jurisdictional wetlands will be impacted. This road will impact 53 linear feet (40' culvert + 13' rip-rap) of stream channel, which is subject to the Tar-Pamlico River Basin Buffer Rules. According to engineers' specifications, approximately 4,000 square feet (0.09 ac.) of riparian buffer (Zone 1, 2400 sq. ft./Zone 2, 1600 sq. ft.) will be impacted by the proposed road. It is important to note that no wetlands will be impacted at this road crossing. NC-DWQ's current policy does not require mitigation for wetland and stream channel impacts below 1 acre and 150 linear feet. Because the proposed impacts resulting from this project do not exceed the aforementioned thresholds, S&EC believes that wetland or stream channel mitigation should not be required. Sincerely, ( - ? G,?,_ Ji ficooper Wetland Scientist/Soil Scientist in Training Kevin Martin President Attaclunents: Pre-construction (PCN notification form USGS site vicinity map Edgecombe County Soil Survey map Road crossing specifications and diagrams Letter from property owner authorizing S&EC to act on Ms behalf r0 .1 o o 6 6 DWQ ID: Corps Action ID: Nationwide Permit Requested (Provide Nationwide Permit ft none WP not required since this proiect qualifies for an agricultural exemption) 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 should be sent to the NC Division of Environmental Management (see agency addresses sheet). PLEASE PRINT. 1. Owner's Name: Creekside Properties 2. Mailing Address: Box 2856, Rocky Mount, NC 27801 Subdivision Name: N/A City: Rocky Mount State: NC Zip Code: N/A Project location address, including subdivision name (if different from mailing address above): The project is approximately 10 miles northeast of Rocky Mount, immediately west of the intersection of NC Highway 44 and O'Neal Rd., east of Speipbts Chapel Rd., by White Oak Swamp. 3) Telephone Number (Home): N/A (Work): (252)-985-8801 4) If applicable, agent's name or responsible corporate official, address, phone number: Soil & Environmental Consultants, Inc Phone: (919) 846-5900 11010 Raven Ridge Road Fax: (919) 846-9467 Raleigh, NC 27614 5. Location of work (provide a map, preferable a copy of USGS topographic map or aerial photograph with scale): County: Edgecombe Nearest town or city: Rocky Mount Specific Location (include road numbers, landmarks, etc.): The site is immediately west of the intersection of NC Highway 44 and O'Neal Rd., east of Speights Chapel Rd., by White Oak Swamp (]at/long: 36°02'30" N 77°38'05"W). 6. Impacted or nearest stream/river: White Oak Swamp River Basin: Tar-Pamlico 7a. 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 E] NO ® If yes, explain: 7b. If the project is located within a North Carolina division of coastal management area of environmental concern (AEC)? YES ? NO 7c. 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? 8a. Have any Section 404 permits been previously requested for use on this property? YES ? NO ® If yes, provide Action ID number of pervious permit and any additional information (including photocopy of 401 certification). 8b. Are additional permit requests expected for this property in the future? YES ? NO ? If yes, describe anticipated work: Possibly, however, no future plans for development are known at this time 9a. Estimated total number of acres in tract of land: ± 1000 acres 9b. Estimated total number or acres of wetlands located on project site: none within proposed road. 10a. Number of acres of wetlands impacted by the proposed project by: Filling: N/A Flooding: N/A Drainage: N/A Excavation: N/A Other: N/A Total acres to be impacted: no jurisdictional wetland impacts 10b. (1) Stream channel to be impacted by the proposed project (if relocated, provide distance both before and after relocation): Length before: 53 linear ft. (40 fl. culvert + 13 ft. rip-rap) After: N/A Width Before (based on normal high water contours): 2-8 feet Width After: N/A Average depth before: After: N/A (2) Stream channel impacts will result from: (check all that apply) Open channel relocation: ? Placement of pipe in channel: Channel Excavation: E] 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? N/A 12. Description of proposed work including discussion of type of mechanical equipment to be used (attach plans 81/2" x 11" drawings only): Theproposed project will entail extending a road over White Oak Swamp and will require heavy machinery typically associated with such projects 13. Purpose of proposed work: This project will provide access from one side of the White Oak Swamp to the other. This is necessary because without this road crossing, farm workers must travel approximately 7-8 miles on State Highways and Roads (often with tractors and other heavy farming machinery) to access one side of the property from the other. This is warranted from an economic and safety standpoint. 14. State reasons why it is believed that this activity must be carried out in wetlands (include any measures taken to minimize wetland impacts): The applicant requested a thorough investigation of the proposed road crossing project in order to avoid and minimize impacts to jurisdictional waters of the U.S. and wetland impacts. Channel impacts as a result of the roadway crossing were necessary in order to provide access of one side of the site with the other over White Oak Swamp. All other wetlands areas on the property were avoided. 15. You are required to contact the U.S. Fish and Wildlife Service (USFWS) and/or National Marine Fisheries Service (NMFS) (see agency addresses sheet) 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: (attach responses from these agencies). N/A (to be completed by the USACE) 16. You are required to contact the state historic preservation officer (SHPO) (see agency address sheet) regarding the presence of historic properties in the permit area which may be affected by the proposed project. Date contacted: N/A (to be completed by the USACE) 17. Does the project involve an expenditure of public funds or the use of public (state) land? YES ? NO ® If no, go to 18. 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 answers to 17b is YES, then submit appropriate documentation from the state clearinghouse to division of environmental management regarding compliance 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 or 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 streams (intermittent and permanent) on the property must be shown on the map. Map scales should be 1 inch equals 50 feet or 1 inch equals 100 feet or their equivalent. b. If available, representative photograph of wetlands to be impacted by project. 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 used of surrounding property? Forested, residential, and agricultural f. If applicable, what is proposed method of sewage disposal? N/A g. Signed and dated agent authorization letter, if applicable. Letter from Creekside Properties giving S&EC permission to act on its behalf included NOTE: Wetlands or Waters of the U.S. 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 Environmental Management (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 consistent with the North Carolina Coastal Management program. n c,, Owner Agent's Signature [Agent's signature valid only if Agent (18 g.0)] Date Authorization Letter from the owner is provided 4 - EDGECOMBE COUNTY SOIL SURVEY MAP NOA GoA OA? ry613 yi ?+,h'„rwfi tit, Y ?, z ?,i- } ?, ar ? a c ? + yfy _ ? tJO[3 ?t`1. T ~? :.? 1 NoA k6A. 2, 51 PROPOSED ROAD CROSSING LOCATION 7? ?` t?cy7'q OB Y W ?, v ti ) A " j t fix` f?i ;toA 'a, yG? t t a< 6 D pa_ x ? V < K o- f J . Fr ; fi ^r'i{ 'w? - 4 ?-t F`' ?} •, ? ..e.<S't?../ f) ' jt. M? n4L F } F? ``x?y ?. N6A k ak N o A l Is. y 3 ?Mk ? 2 R f w <7 ` WaI3 ?m ?? t?oCl r r ri2S F \S_ ?r 3 S j13 tr \/_ "?•..r»??Y ?'r`1?P f tl I i { ?y tJ I ryG?,4 a'?x" d ~ //9 Y) f { \\t i tblarka ??`\ ?` sr?H ..c{JI J ?? \1 v? ?M j,-4 //- '\ .:{, J \ Sl?: X413 a ` s, ?.?,{??a s•oh ^11? ` ? ?'" ?? 1 !1 ?. .Gt ",?. / ?. Z*& IN v Ile .rr PROPOSED ROAD CROSSING LOCATION ?4_MO oy \> ?r? /lps N' 1\11 ?? "` { !! J °p f ?L' - o \f _ 71, A t ?: •?? / ? b.ATF?YSIgCI?? ?? ± IC / '??. ^R ( ?u,'")`? ? t?-^--y [?Vy. 1? 1 j toy n?? ?xs as Ta o'a ?se'u??•-••-• G?'^.._••+a ?.. ??/-..?? ?? ?'°`-W?,?pr: y? , ?f ???It , • ? ?`?•,?.! ( o p r ????f' \ ? ?? ?/?'(yt t}?.. ? ? ''`e ?? r???., t ` t)irl :.??- ? • O ,,?- -_,.w?'" y:?.4b' 4'i I i!'-,? Y?"?'- ?? ? poi: ri,?• _?(? '? .,?, ?rfY C.CfTi t?i? (_ ' '`? 11 ? ? r J .ate. F ? t' ? •:.? -? (? ti IF }' ?, 4 •?\fv + Jc? !i 111 ? } t,' T ? l ?L=s -1 qv, ?.?- ? ?f{'r ',.-• 'fir"', ? `a. ?? \` IY` \tl 3 !'? t.? ?l?% ,> S _. t G? _4 S{ ei6lii GhapiY 1??« 1. ?' ii,?>s5} ;.. "'.x II'??`? ?r•? i5. I/J?k_ 'l. i?,'..?C.r?.?? 1! 1? f? ra I Copyright (C) 1997, Maptech, Inc. USGS SITE VICINITY MAP 07/20/00 THU 16:46 FAX 919 446 7559 ITI To Whom It May Concern: I have employed Kevin Martin with the Soil and Environmental services out of Raleigh to advise and work with governmental agencys on my farm in Edgecombe County. I feel that this is a necessity with my fanning operations due to the numerous misunderstandings tha ve occurred in the past. Steve A. Wordsworth Creekside Property & Farm 0002 Sketches and Design Notes for Construction of White Oak Swamp Crossing 10-Jan-O1 ,,,,, 11I II Ill III II II/ EAL 9499 ?l v 'P 4 .111111 ? D M' /''1111 /1111 ll 11 M MIIII„''` Appian Consulting Engineers, P.A. Rocky Mount, North Carolina 0 WHITE OAK SWAMP CROSSING DESIGNICONSTRUCTION DATA SUMMARY DATA 3 - 36" RCP with flared end sections upstream and downstream. Length = 40' from FES to FES Center Line S lJons:1G+04; 10+11; 10+18 Inv. In. Elev. = 70.5 ft msl Inv. Out Elev. = 70.3 ft msl See "Plan VleW, Sheet 5, for outlet protection requirements. HYDROLOGIC & HYDRAULIC DATA FREQUENCY OF PEAK BACKWATER ELEV. FLOWRATE (CFS) VELOCI TY (FPS) 24-HR. STORM (YEARS) FLOWRATE (CFS) AT PROPOSED CROSSING (FT. MSL) THRU CULVERTS OVER ROAD THRU CULVERTS TAILWATER 2 2250 76.75 22 2228 1.04 1.23 5 3900 77.49 24 3876 1.12 1.47 10 5250 78.02 24 5226 1.1 1.58 50 8050 74.88 24 8026 1.11 1.6 100 9550 79.04• 27 9523 1.25 1.68 FILL BANK STABILIZATION Stabilize upstream and downstream fill banks based on enclosed copy of Table 6.11k, Erosion Sediment Control Planning and Design Manual. North Carolina Sedimentation Control Commission. As noted on the enclosed copy, use netting rattler than mulch. Appian Consulting Engineers, P.A. Rocky Mount, North Carolina 0 Table 6.11k. Seeding No. 1P for: Steep Slopes or Poor Soils; Low Maintenance U1 E N? r`l/M ?o n bvjtrr/Z: OAAC TNZd7C-CGT Practice Standards and Specifications Seeding mixture Speclesl Rate (lb/acre) Tall fescue 100 Sericealespedeza 30 Kobelespodeza 10 Seeding notes 1. In Eastern Piedmont add 25 lb/acre Pensacola Bahiagrass or 10lb/acre common Bermudagrass. Use common Bermudagrass only where it is un- likely to become a pest. 2. After Aug. 15 use unscarified sericea seed. 3. Where a neat appearance is.dosired, omit sericea and substitute 40 lb/acre Bahiagrass or 15 Ib/acro Bermudagrass. 4. To extend spring seeding dates into June, add 15 lb/acre hulled Ber- mudagrass. However, it is preferable to seed temporary cover and seed fescue in Sept. Nurse plants Between May 1 and Aug. 15, add 10 lb/acre German millet or 15 lb/acre Sudangrass. Prior to May 1 or after Aug. 15, add 40 lb/acre rye (grain). Seeding dates Best Possible Fall: Aug. 25 - Sept.15 Aug. 20 - Oct. 25 Late winter: Feb. 15 - Mar. 21 Feb. 1 - Apr. 15 Fall is best for tall fescue and late winter for lespedezas. Overseeding of Kobe lespedezaovorfall-soodod tall fescue is very effective. Use unhulled Bermudagrass seed in fall. Soil amendments Apply lime and fertilizer according to soil tests, or apply 4,000 lb/acre ground agricultural limestone and 1,000 Ib/acre 10-10-10 fertilizer. Mulch Apply 4,000-5,000 lb/acre grain straw, or equivalent cover of another suitable mulching material. Anchor mulch by tacking with asphalt, roving, or netting. Netting is the preferred anchoring method on steep slopes. Maintenance Refertilize in the second year unless growth is fully adequate. May be mowed once or twice a year, but mowing is not necessary. Reseed, fertil- ize, and mulch damaged areas immediately. 'Refer to Appendix8.02for botanical names. 6.11.19 BY 3JM ------ DATE_ ?1Q?OI SUBJECT__W-- KLte_ 4Z?__?G1Ci?l'__________ _ SHEET NO._.? CHKD. BY------- DATE --------- ----------- }ytSSl --------- ----------------- - JOB NO:'-------------------- N -------------------------------- -------------------------------------------------- - ----------------------------- , i j ..r - cA c h /N p? at P U1 ; - FtL l A .i-:... ..: .. .. ?...._.. _t.. ...? ... .. .. .....:. _._ .. _ .._ - - - __ - - _?kILTL time vim i a • ?+ * : 4 m I ? °I t , _ T f . 7bE CF" ?I Sze } 1zi L ' _ LAN V , P t 3 /o too Io+oS to ip 10+15:. 10+20 lo?2S ?b3o' . f ,7 MEE] Flexible Plastic Type Joints Specifications: N.C. Department of Transportation T-f FG Ilk M K-- ?- B Tfi;r OD H J D Wall =?- V ?-- C -? L 8.25, .4" 34" D Wall OD L A B C E F G H J IC M Wt. 12 2 16 75 4 241/2 501/2 231/2 141/a 133/4 135/8 131/4 13/4 13/4 650 15 21/4 191/2 75 7 191/2 451/2 30 173/4 16% 171/4 161/2 2 2 890 18 21/2 23 751/2 9 19 461/2 36 2015/6 201/a 20% 191/2 2. 2 1,170 24 3 30 733/4 11 421/2 311/4 473/4 27% 27 263/4 26% 21/2 21/2 1,460 30 31/2 371/2 731/2 131/2 52 211/4 591/2 341/4 331/a 333/4 32% 21/4 21/4 2,000 36 4 44 99 16 611/2 371/2 71 41 40 39% 381/4 31/2 31/2 3,600 42 41/2 51 98 22 631/4 343/4 77 47% 467/a 46 451/8 41/2 31/2 5,100 48 5 58' 983/4 251/2 695/a 291/a 84 533/4 5213/ s 521/2 51% 41/2 31/2 6,200 54 51/2 65 100 27 65 35 90 587/a 589/ 6 581/4 571/2 '41/4 41/4 60 6 72 99 30 60 39 96 65% 65 643/4 64 43/4 43/4 11,650 OD at joint is enlarged to C Wall N.C. Products Corp. P.O. Box 27077 Raleigh, N.C. 27611 (919) 834-2557 8-86 Precast Reinforced Concrete Flared End Sections 0 V JO 0IN30 1V NOUVN11030 N 0113NDVW 096E ONY ONTO Win S11W LZ - ITE.t 1,W 6 9 . 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