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HomeMy WebLinkAbout19970575 Ver 1_Complete File_19970812 i.l! f'/.1;' I.I.I"I';,;'.' 13 November 1997 Mr. John Dorney NC Department of Environment and Natural Resources Water Quality Section PO Box 27687 Raleigh, NC 27611 SUBJECT: Northeast Creek Parkway - 401 Certification File: DWQ #970575 Dear Mr. Dorney: NOV ?IJCI l?l?(:j?rc?F' lay ? _ "Thank you for discussing the permitting possibilities for this project with me Monday. I have discussed our options with NCDOT and they fully intend to either mitigate the channel loss or pay the fee in lieu of the actual mitigation. It is my understanding the fee in lieu of construction of a new channel will be approximately $28,000.00. Based on my direction from NCDOT, I request you issue the certification with a condition. The condition will stipulate that NCDOT notify NCDENR within 90 days of the date of this letter as to whether mitigation or the fee in lieu of mitigation will be used. The applicant also understands and agrees that no construction can begin without posting the fee or providing an adequate mitigation plan. Please call if there are any questions or if you require additional information. I look forward to receiving the 401 certification for this project in the near future. Sincerely, J. Mack Little, FASLA LITTLE & LITTLE PC: Tom Kendig 'h f S;. i - /"i „///r !! !'! ' !''! l;O\ / I /S/,' I!II(,Il ?f,/,'IIIC Ih'( )/I\ I. fr// () /,7 ..-'l ? ( - / State of North Carolina Department of Environment and Natural Resources Division of Water Quality James B. Hunt, Jr., Governor Wayne McDevitt, Secretary A. Preston Howard, Jr., P.E., Director 1•• NCDENR NORTH CAROLINA DEPARTMENT OF ENVIRONMENT ANo NATURAL RESOURCES March 24, 1998 Durham County I DWQPrcject # 9705%5 APPROVAL of 401 Water Quality Certification and ADDITIONAL CONDITIONS Mr. Franklin Vick; NC DOT PO Box 25201 Raleigh NC 27611-5201 Dear Mr. Vick: You have our approval, in accordance with the attached conditions and those listed below, to place fill material in 0.39 acres of wetlands or waters for the purpose of constructing road crossings at Northeast Creek Parkway from Ellis Road to Cornwallis Road, as you described in your application dated August 12 1997. After reviewing your application, we have decided that this fill is covered by General Water Quality Certification Number 3103. This certification allows you to use Nationwide Permit Numbers 14 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 certification replaces the one issued to you on November 15, 1997. 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 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). For this approval to be valid, you must follow the condition:. listed in the attached certification and any additional conditions listed below. 1. Compensatory mitigation is required for the stream culverting at Crossing 14C (182 linear feet). DWQ has received payment for this work. 2. Sediment and erosion control measures shall adhere to the design standards for sensitive watersheds (T 15A:04B.0024). 3. DOT shall follow guidance provided by DWQ in our 27 May 1997 letter for minimizing damage to aquatic resources until a final policy is developed in conjunction with DOT. 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 Dorney at 919-733-1786. in e ly ) s'fon Howar , Jr. P. Attachment cc: Wilmington District Corps of Engineers Corps of Engineers Raleigh Field Office Raleigh DWQ Regional Office Central Files 970595.Itr Division of Water Quality • Non-Discharge Branch 4401 Reedy Creek Rd., Raleigh, NC 27607 Telephone 919-733-1786 FAX # 733-9959 An Equal Opportunity Affirmative Action Employer • 50% recycled/10% post consumer paper Cyndl_B From: Ron Ferrell [ron_Ferrell@h2o.enr.state.nc.us] Sent: Wednesday, March 18, 1998 6:48 AM To: Cyndi Bell Subject: Re: NE Creek Parkway Thanks Cyndi. Based on your response I will deposit the check (sure would have paid for a nice party, we could have bought all of isle 13) and our records will indicate that the impact was 182 feet. Please send me a copy of the revised/new 401 for our records. Cyndi Bell wrote: I talked to Mack Little this morning, and he said the final design was 182 feet, due to some minor extensions at both ends of the stream by NCDOT Hydraulics' request. The 401 issued 11/97 says mitigation is required for crossing 14C, but does not specify a stream length. A second 401, issued 12/2/97, does specify 165 feet. So Ron, I guess this loop is closed for your purposes. John - do you want me to process another 401 ? -----Original Message----- From: Ron Ferrell ,[SMTP:ron ferrell0h2o.enr.state.nc.usl Sent: Tuesday, March 17, 1998 10:23 AM To: John Dorney; Cyndi Bell Subject: NE Creek Parkway I have received a check from Mack Little (actually Ballentine Assoc) for $22,750. The transmittal letter states that the total amount of channel disturbed was 290 feet. It also states that they are removing culverts and restoring 108 feet of channel. Therefore the payment is for 182 feet of stream channel. This is not consistent with what John told me this morning, I believe he said the authorized impact was 165 feet. Please advise as to whether I should return this check and send invoice for 165 feet. Thanks. State of North Carolina y Department of Environment, IVA Health and Natural Resources • Division of Water Quality James B. Hunt, Jr., Governor +t j k Wayne McDevitt, Secretary C) E H N F=?L A. Preston Howard, Jr., P.E., Director December 2, 1997 Durham County DWQProject #970595 APPROVAL of 401 Water Quality Certification and ADDITIONAL CONDITIONS Mr. Franklin Vick NC DOT Planning and Environmental Branch PO Box 25201 Raleigh, NC 27611 Dear Mr. Vick: You have our approval, in accordance with the attached conditions and those listed below, to place fill material in 0.39 acres of wetlands or waters for the purpose of constructing road crossings at Northeast Creek Parkway from Ellis Road to Cornwallis Road, as you described in your application dated August 12, 1997. After reviewing your application, we have decided that this fill is covered by General Water Quality Certification Number 3103. This certification allows you to use Nationwide Permit Number 14 when it is issued by the Corps of Engineers. 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 certification replaces the one issued to you on November 15, 1997. 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 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). For this approval to be valid, you must follow the conditions listed in the attached certification and any additional conditions listed below. 1. Compensatory mitigation is required for the stream culverting at Crossing 14C (165 linear feet). DWQ shall be contacted by Februa_y 15, 1998 wit h either a commitment to utilize the Wetland Restoration Program or by a mitigation plan. Stream or wetland fill shall not occur until DWQ has received and accepted a mitigation approach in writing. 2. Sediment and erosion control measures shall adhere to the design standards for sensitive watersheds (T 15A:04B .0024). 3. DOT shall follow guidance provided by DWQ in our 27 May 1997 letter for minimizing damage to aquatic resources until a final policy is developed in conjunction with DOT. 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 Dorney at 919-733-1786. Attachment i ely, i r ton Howard, Jr. P.E. J Division of Water Quality • Non-Discharge Branch 4401 Reedy Creek Rd., Raleigh, NC 27607 Telephone 919-733-1786 FAX # 733-9959 An Equal Opportunity Affirmative Action Employer • 50% recycled/10% post consumer paper cc: Wilmington District Corps od Engineers Corps of Engineers Raleigh Field Office Raleigh Regional Office Mr. John Dorney Central Files Mack Little; Little and Little Cyndi_B From: John D Sent: Tuesday, March 17, 1998 1:45 PM To: 'Ron Ferrell'; Cyndi_B Subject: RE: NE Creek Parkway CLB - please handle. The 401 is for 165 feet. Could be that Mac Little revised the stream length but it is not clear in the file. Ron - you may want to hold check until Cyndi straightens this out (or plan a party for the difference). -----Original Message----- From: Ron Ferrel l.SM.....'I'P;_ron 1_et-rell(a?I12t).eiir,..qat_c:._ri_c tsJ Sent: Tuesday, March 17, 1998 10:23 AM To: John Dorney; Cyndi Bell Subject: NE Creek Parkway I have received a check from Mack Little (actually Ballenline Assoc) for $22,750. The transmittal letter states that the total amount of channel disturbed was 290 feet. It also states that they are removing culverts and restoring 108 feet of channel. 'T'herefore the payment is for 182 feet of stream channel. This is not consistent with what John told me this morning, I believe he said the authorized impact was 165 feet. Please advise as to whether 1 should return this check and send invoice for 165 feet. Thmiks. r r'>d o K/ / VV14 e ??l U ?/MI_II I,7 U MEMO DATE: TO: SUBJECT: IVAI epltll kc Tod, (?, JJe ? a 31? 'e- ? C 3"? ?o e-* 'f e-.'a4 V?1 ! 'f i r(? ?-. 0l2 c S ?) ( l7 /99,F a'F -e ; -f- aS r 5 C- Wd 71 From: a'a+ STATE o North Carolina Department of Environment, Health and Natural Resources a> ^'° ° "" ?• s?4 ?? Printed on Recycled Paper •? WPM vd`•y. --?Rtat•y?ai•''' 1 v? ?, ^, u`-?a\ E,I.T 6?-, u?,?\Nu 0 I i' `ITF (" /./'/'"/I/ 2 March 1998 Mr. John Dorney NC Dept, of Environment and Natural Resources Water Quality Section PO Box 27687 Raleigh, NC 27611 g3 SUBJECT: Northeast Creek Parkway Mitigation Dear Mr. Dorney: d Due to delays in public meetings and review of the Northeast Creek Parkway design, a decision by NCDOT has not yet been made concerning mitigation or fee in lieu. Please accept this letter as a request to extend the notification of this decision to your office until April 17. Thank you for your help. Please call me if there are any questions or if you require additional information. Sincerely, J. Mack Little, FASLA LITTLE & LITTLE PC: Bruce Ballentine Tom Kendig 1 G( ;1/l;. /i V/ . l'i! /?(1" / /': ,/I!(,fi. `.Oi"/I/, 1A,O//\ I (rr(_ '!/`) 'l ;('( , State of North Carolina Department of Environment, Health and Natural Resources • • Division of Water Quality ,? James B. Hunt, Jr., Governor Wayne McDevitt, Secretary C) F= H N F-1 A. Preston Howard, Jr., P.E., Director November, 1997 Durham County DWQProject #970595 APPROVAL of 401 Water Quality Certification and ADDITIONAL CONDITIONS Mr. Franklin Vick NCDOT Planning and Environmental Branch Post Office Box 25201 Raleigh, NC 27611 Dear Mr. Vick:: You have our approval, in accordance with the attached conditions and those listed below, to place fill material in 0.39 acres of wetlands or waters for the purpose of constructing road crossings for Northeast Creek Parkway from Ellis Road to Cornwallis Road, as you described in your application dated August 12, 1997. After reviewing your application, we have decided that this fill is covered by General Water Quality Certification Number 3103. This certification allows you to use Nationwide Permit Number 14 when it is issued by the Corps of Engineers. 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 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). For this approval to be valid, you must follow the conditions listed in the attached certification and any additional conditions listed below. 1. Compensatory mitigation is required for the stream culverting at Crossing 14C. DWQ shall be contacted by February 15, 1998 with either a commitment to utilize the Wetland Restoration Program or by a mitigation plan. Stream or wetland fill shall not occur until DWQ has received and accepted a mitigation approach in writing. 2. Deed notices, conservation easements or similar mechanisms shall be placed in all lots with remaining jurisdictional wetlands and waters to restrict 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). 3. Sediment and erosion control measures shall adhere to the design standards for sensitive watersheds (T 15A:04B .0024). 4. An additional condition is that a final, written stornwater plan including a wet detention basin must be approved by DWQ before wetland (or stream) impacts occur. (cc: Ray Cox) 5. DOT shall follow guidance provided by DWQ in our 27 May 1997 letter for minimizing damage to aquatic resources until a final policy is developed in conjunction with DOT. 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 919-733-1786. RnNinre, Howard, F. P.E. Attachment cc: Wilmington District Corps of Engineers Corps of Engineers Raleigh Field Office Raleigh DWQ Regional Office Mr. John Domey Central Files Mack Little; Little and Little 970595.1tr Division of Water Quality • Non-DischargeBranch 4401 Reedy Creek Rd., Raleigh, NC 27607 Telephone 919-733-1786 FAX tt 733-9959 An Equal Opportunity Affirmative Action Employer • 50% recycled/10% post consumer paper 13 No-vember 1997 Mr. John Dorney NC Department of Environment and Natural Resources Water Quality Scction PO Box 27687 Raleigh, NC 27611 suBJECT: Northeast Creek parkway - 401 Certification File: DW'Q 4970575 Deer Mr. Dorney: Thank you for discussing the permitting possibilities for this project with me Monday. I have discussed our options with NCDOT and they fully intend to either mitigate the channel loss or pay the fee in lieu of the actual mitigation. It is my understanding the fee in lieu of construction of a new channel will be approximately $28,000.00. Based on my direction from NCDOT, I request you issue the certification with a condition. The condition will stipulate that NCDU'T notify NCDENR within 90 days of the date of this letter as to whether mitigation or the fee in lieu of mitigation will be uscd. The applicant also understands and agrees that no construction can begiui wittwut posting the fee or providing an adequate mitigation plan. Please call if there are any questions or if you require additional information. I look forward to receiving the 401 certification for this project in the near fature. Sincerely, J. Mack Little, FA.SLA LITTLE 8r. LITTLE PC- Tom Kendig l..d.?'1),S'!, tPl: ARl.'IIYTI (;7'(IRIi; P!A/VN/.NG P0. BOX /448 l(/I1.f,76ANOR171 Z0 39Vd 3111I-13111I-1 6ZEZTE8616 0b:VT t66T/ET/TT LITTLE & LITTLE FACSIMILE TRANSMITTAL DATE ..: (? JOB NUMBER .N C.1° 1? 1 PAGES TO FOLLOW. 1 PROJECT NAME QC-, TO Mr A?t1 J D C n?u r.4x jrumpmt TO FAX XCIMI) t'R TO FAX NUMBED TO FAX NUMBER FAX NUMBER FFOM J `A ^ • t • 1?"?v - FAX NUMBER - 01818$1-2329 REMARKS The information contained in this tacsimlle Is PrWleged and uun10.1enUW Inlunnvtivn intended for the aole use of the od01-41• If tho raodor of this facsimile is not the intended recipient, or the employee or agent responsible for delivering it to the Intended recipient. you ore hereby notified that any dleyominativn, distrlbutlw, o, wpyin9 of the oommunicotion 1. etriotly prohibit.d. If yea how rooiovsd thin FAX in error, please Immediately notify the sender listed above, and return the original message by moll to the sender at the address listed above. LANDSGA.PE' ARCSITEC7'UR91,PLANNING PO BOX 1448 RALEIC$ NOBTH CAROLINA 27802 91,91821-5645 Z0 39Vd 3-111I-13-111I-1 6ZEZTE8616 0b:V1 1-66T/Et/it 1,/T71F & LI7TLF 17 September 1997 Mr. John R. Dorney NC Department of Environment and Natural Resources Water Quality Section PO Box 27687 Raleigh, NC 27611 SUBJECT: Northeast Creek Parkway DWQ Project #970575 Durham County Dear John: Responding to your letter of 9 September, and based on our phone conversation, I understand that the 401 Certification for wetland impacts on the subject project is contingent on the mitigation of channel impacts at crossing 14C. You have indicated that if the total channel impact at Crossing 14C (including all grading, construction, and slope armoring) can be reduced to less than 150 feet, 401 Certification will be awarded. If impacts cannot be reduced to below the 150 feet threshold, stream channel mitigation will be required. This compensatory mitigation will involve a stream reclamation project on a permanent stream within the Northeast Creek drainage system. As an option, the mitigation may take the form of a monetary settlement for the amount of $125.00 per linear Ibot of impact. We will review these options and respond to you in the near future. In the interim, please accept this letter as a request to consider the 401 Certification of this project on hold until this issue can be resolved. Thank you for your consideration. Sincerely, X 15e? Robert T. Peter, ASLA LITTLE & LITTLE PC: Mr. Pete Colwell, Water Quality Lab, DENR Mr. Tom Kendig, NCDOT Mr. Glenn Phillips, Ballentine Associates Mr. Earl Guill /I,A/),1( I111'.1/41//1 F(f/7.1\N/N(, /,O,R()\l//8A'A/h'HM,A(1/1711(':Il<<?LlV',I'-002 9l9 '8215011 PRE-DISCHARGE NOTIFICATION PCN TO: National Marine Fisheries Service Pivers Island, NC FAX (919)728-8796 US Fish & Wildlife Service Asheville, NC FAX (704)258-5330 US Fish & Wildlife Service Raleigh, NC FAX (919) 856-4556 State Historic Preservation Office Raleigh, NC FAX (919)733-8653 NC Division of Water Quality Raleigh, NC FAX (919)733-9959 NC Wildlife Resources Commission Creedmoor, NC FAX (919)528-9839 1. ACTION ID: 199820156 2. APPLICANT: NCDOT/Northeast Creek Parkway 3. DATE OF TRANSMITTAL: 11/3/97 4. RESPONSE DEADLINE(5 days from transmittal): 11/7/97 9`0963 Fp r 9p2?2? I99 5. COMMENT DEADLINE(10 days from response deadline):11/18/97 6. SEND COMMENTS TO: RALEIGH REGULATORY FIELD OFFICE RALEIGH, NC ATTN: Jean Manuele FAX (919)876-5823 We are also forwarding the attached PCN to the Fish and Wildlife Service and the National Marine Fisheries Service for review and comment concerning any likely affect to any threatened or endangered species or their critical habitat within those agencies' jurisdiction. State of North Carolina Department of Environment, Health and Natural Resources Division of Water Quality James B. Hunt, Jr., Governor Wayne McDevitt, Secretary A. Preston Howard, Jr., P.E., Director Mr. J. Mack Little Little & Little Landscape Architecture/Planning P.O. Box 1448 Raleigh, NC 27602 Dear Mr. Little: '&.6 1* * 0200% 01=% AdMIM ?EHNF? September 9, 1997 DWQ Project #970575 Durham County The Division of Water Quality has reviewed your plans for the discharge of fill material into 0.39 acres of waters and/or wetlands located at Northeast Creek in Durham County for road construction of the Northeast Creek Parkway. Based on this review, we have identified significant uses which would be removed by this project. These uses are aquatic life uses at crossing 14C. Furthermore, 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, we are moving toward denial of your 401 Certification as required by 15A NAACO 2H.0507(e) and will place this project on hold as incomplete until we receive this additional information. Until we receive additional information, we are requesting (by copy of this letter) that the U.S. Army Corps of Engineers place your project on administrative hold. Please provide us with information supporting your position that your project must be constructed as planned and that you have no practicable alternative to placing fill in these waters and/or wetlands. Specifically can you construct your road crossing at 14C with stream culverting of less than 150 feet? 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. Also this project will require compensatory mitigation as described in 15A NCAC 2H .0506(h). Your mitigation proposal is insufficient because none is proposed for the stream culverting at 14C. Please respond within two weeks of the date of this letter by sending a copy of this information to me and one copy to Mr. Pete Colwell at the Water Quality Lab at 4401 Reedy Creek Road, Raleigh, NC 27607. If we do not hear from you in two 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 919-733-1786 if you have any questions. c R. am ey Jter uaC (?4tion Program cc: Raleigh DWQ Regional Office Wilmington Office Corps of Engineers Central Files 970575.nty Division of Water Quality - Environmental Sciences Branch 44o1 Reedy Creek Rd., Raleigh, NC 27626-0535 - Telephone 919-733-1786 - FAX 919-733-9959 An Equal Opportunity Affirmative Action Employer 5096 recycled/ 10% post-consumer paper REMORANDUM PRINT NAMES: Reviewer: BTG Go ??C I C0: JOHN DORNEY WQ SUPV.: ENVIRONMENTAL SCIENCES BRANCH DATE: Z` 17 SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS ***EACH ITEM MUST BE ANSWERED (USE N/A FOR NOT APPLICABLE) :;* PERMIT YR: 97 PERMIT NO: 0000575 COUNTY: DURHAM APPLICANT NAME: NORTHEAST CREEK PARKWAY PROJECT TYPE: ROAD CROSSINGS PERMIT TYPE: NW14 COE #: DOT #: RCD CDA: FROM APP DATE FRM CDA: 08/12/97 _ _ REG_OFFICE: g9b __ _ ZIVER AND SUB BASIN #: 030605 STR INDEX N0: 16-41-1- 17-(0.7) STREAM-CLASS: WSIV WL_IMPACT? : `J/N WL_REQUESTED: 0+/ q WL__SCORE (#) : MITIGATION?: Y MITIGATION-SIZE: WL__TYPE : #&11_? WL_ACR_EST? : Y/ N WATER IMPACTED BY FILL?: ON MITIGATION-TYPE: DID YOU REQUEST MORE INFO?: Y& IS WETLAND RATING SHEET ATTACHED?: Y(N) - l ? xl TI Lrj HAVE PROJECT CHANGES/CONDITIONS BEEN DISCUSSED WITH APPLICANT?: Y/N RECOMMENDATION (Circle One) IISSUE/COND DENY COMMENTS: &^0 / eC 7f ',V Jl he 1'644 &,-- f (',4,72 _rw0 ? ._ V ea 6M 5 CZ lit 6j (,' bA4 R y 1-t 'c j 7 6,' {C! <K , ???! Gvi 6r s,1, LL / (Nr???*? fs j e w+ a s// ?/ ?IT,i? ) Z? ?a /_1 Y, h e uve'7 ?? Gl /s ?c?yL>Pc/ CSP?-rte I'i/ ?;( ? 110CCA3 aloM!? owe i-o to ,-I'n ,-f feki ? s??vuwt, Gr?G, ?f c : Regional Office Central Files T f RECEIVED AVG 1219 cu r C? °S R 'IDN ID: ENV(Rnn??, 9T NM-_aN?H1D?. PSRIf__^ R-.QUZS?:D (PROYIDE Lu+1-ONYITDL t??RtTl V) . PRE -CONS TRUCT! ON NOT! F! Ca T ON .A PPT T C.P_T i ON CR 1 TIONFi ICE PENS T-- R QU=?E 1) NCT= 2G??=0N ='O ? CC?°S OF ?`7G'L'G?- ?S 2) A2P?OC?T-O:i _-CR Z=C=CN 401 Gam"'- C?==ON 3) C.^.Cr'm= =czn n.i'== NC DZTISiON OF cz; .S=AL Y-Air'L=`- = S?'D T1-i-r- CRT_G.i A7" AND (1) CO2°- OF r---s C:.?T..:T^_D rczZm TO = APPROP_IPZATZ OE-_C- 0= =- COAPS OF _--'TGiv=-S (Si AGZ iC"f ADDRESSES SEZ T) . SEVEN (7) COPIES SHOULD BE SZITT TO THE N.C. D?TSION OF E*TVIRONZ_EN. T?T? 2??ZAG?T (SEE m_GZN. CY 10DRESSES SF-=*-.T) 1. OWwERS NAME: North Carolina Department of Transportation PO Box 25201 C-TY . Raleigh ST?"T E. NC Z_---) CODE: 27611 P°O,YEC= -OC? TION ?DORF.SS, -NC'UDZNG SUBDTV SIGN N =?M (I= D =- :vT =CIA Bur am Count between Cornwallis Road and Ellis Road (see attached location map). 3. TELEPHONE NUMBER (HOME) . (WOR_K) : 4. * I_ PD°T_,-C?.BLZ: AGENT'S NAHE OR REScCNS=BEE CORPORATE' OFF=131 •; ?..DDR=SS, J Mack Little, Little & Tittle Landscape Architecture/Planning PHONE NUMBER. PO Box 1448 Raleigh, NC 27602 919-821-5645 S. LOCrTI_ON OF WORK (PROV=DE A 2-10, PR E=ERLBL ? COPY OF USGS TOPOGR?P _C r(1D OR A.ERIALL PHOTOGRAPHY WITH SC.1-LE) COUNTY: Durham NE.?RZST TOWN OR CITY: Durham See Attached Location Map 1 r S2ECT_FIC LOC_1-TICN. (INCLUDE RODS NUMBERS, L;LMhLm_R1KS, ETC.) • Crossing 26A: zt800 ft. south of hairpin curve in SR 1951 between S. Alston Ave. & Cook Rd. (SR 1950) Crossing 14B: on SR 1951 approximately 550 ft. southwest of Cook Rd. Crossing 14C: On SR 1951 ± 1,650 ft. east of Cook Rd. 6. T7• -DACLED OR 1Ta712ES L STR.. 7r.M/R_ ...R RIVER BASIN: Cape Fear ia. IS PROJECT LOCATED Nr WATER CTASSiM:.D ?S TROUT, T--DAL SALT"qAT--a (SA) , 'r.=G'ri 4Gr?ITY WA.=RS (FiQW) , OUTST?VDI_?`1G RESOURCE WATERS (OR?v) , W._C:? SUPPLY (WS OR WS-==) ? YES [ J NO [x?x =_ YES, -XP -?I: 7b. IS THE PROJECT LOC'-TED WITHIN A NORTH C OLIN?_ D=-TIS=CN OF CC?S.?. t?=?1?GZ%I NT_ A_= OF .V`4?RONM-?1T__LL CONCZ-m (.Z-C) ? YES [ J NO [ XJ xx 7C. I_ THE PROJECT IS LCCr--D WITHIN A'CO?..ST?? COUNTY (S:.- P G:. cOR LIST Oc- COAST?t, COUNT= CS) , W'r3T I_ THE L11gD USE PL?N •(LUP) DRS.CN AT_ON' Not Applicable 8a. r.3L` A.-NY SECT=ON 404 PERMITS BEEN PREIVIOUSLY REQUESTED FOR USE ON Tt=S PROPERTY? YES [ J NO (x jx •I_ YES, PROVIDE ACTON I .D. 1vTiI?SE_. OF ?R: J=OQS PERMIT =ND ?VY ?SDT_T_CN_ :NFOR_'L:T_ON (_NCT_,UDE ° C_000PY OF 40? CERTIFIC'TION): Areas previously delineated and filled under 1989 Manual criteria would not have been considered wetlands based on current•(1987.).criteria.. 8b. PRE ADDITIONAL PERHIT ?tFQGc'.STS EXPECTED FOR THIS PROPERTY IN THE ?TGRE? YES [ J NO [x?]x YES, DESCRIBE ANTICIPATED WORK: 9a. ESTIMATED TOT=Z NUMBER OF ACRES IN. TRACT OF LAND: ± 26 acres 9b. ESTZY-!=D TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT S:_ : 0.39 acres ,? T. _ Northeast Creek 2 r 10a. NUMBER OF ACRES OE rS-ETL.MI DS nIPACTED BY THE PROPOSED PROTECT BY: E--. LL ING: 0:39 F-HOODING : • DR74---N7L-GZ: EZC3 V7LTT_ON : OTHER: 0.39 ac. TOTAL. ACAS TO 3E !`'AC=TD : 10b. (1) STRE-'-? C??StNL TO BE DACTED BY THE PROPOSED PROjc.CT (_- tZ?'I,OC`iT_:D? F-ROVIDE D rSZ-aNC BOTH BETORD ;-ND A=ZR R,=CC- TXQN) - 14B: 170 ft. 14B: 140 ft. L:.=G-=GBEFORE: 14C: 165 ft. I_* AFTE-R: 14C• 155 ft. FT' .14B: 9-14 ft. S7?DTz BEFORE (based on normal high wata= =nton=s) - 14C: 23-31 ft. . FT h? a = T,ER: 14B: 8 ft. 14C: 18 ft. 14B: 60 inches 14B: 72 inches AV?RAG E DE3'?'= BEFORE: 14C: 9 ft. ' A_T'ER: 144- 9 ft- FT (Z) ^RE='r C:=?NNr' IMPACTS HISt RESULT =RCM_: (C"?.CE OP=.v C:?*iNr.L RE:.GC_'__ION: P1 OF P-?=. IN C: =VNEL: XXXX C:_?SINr?. EXCAV?SION: CONST_RQC:ION OF A Dc`s/cLCODZING: OTHER: 1? . CJNSTRDCT_ION Or A POND. =S. PROPOSED, WHIT IS THE S=ZE OF THE WATERSHED DRr-:N=.NG TO T: POND? Not Applicable WE= IS THE EXPECTED POND SUR_ACZ ?R`?? Not Applienhl 12 DESCR_PTION OF PROPOSED WORK :VCLUDING D_TSwSSION OF TYPE OF MEC HIN=CAL E-QUIPHENT TO BE USED (ATTIC Py -NS: 8 1/2" X 11" DRAF+_?1G= ONLY); Grade four and five lane sections. Construct two lane section. Backhoes, pans and haul trucks will be used for. construction. See Attachment. 13. PURPOSE OF PROPOSED WORK: Construction of Northeast Creek Parkway. 3 r.-v TT =S BL:,_?JED T=- T::_S ACTVTY 2?LJST BE C_Li?=D 14. STATE R--SONS r ? rr?? FiTT?2?iD OUT -NWLTI-WDProposNC roDadwa cr ss Se?t bu? ieO ? N a Ju of Northeast Crook- Pormits -13CTS) are for crossing only. Crossings are being made er e d' cular to channels to minimize impacts. Crossings of wetlands. CON_AC= TH II•S 1':t=Sn PS7D W-LDL-- SERV_C 1S . YOII A_?F. R QU_RED TO - ., (IIScriS) ;1ND/OR NA:TCNc?? --RZ- -ES 5E=??C (NI?:S) (S= - ^ aC-?1C_ ?LRDING THE ?R-Z. C 0: IMUNY _ EDERALLY L= j D OR .-D-DRESSES S'c?CT) Tc:- -ENED S EC :.S OR :? :1T ._ ?ROPOSED FOR LISTING ZNTD;I3`lGERZD OR .N TH?. P RN=_ ? ?= T: == Itsv B= `-----`-=°°-D S`_' =`- PROPOSED •PROjZCT . Da See Attachment (A == AC. R S?ONSES CONT?_C T ED 16. YOU MREQUIRED TO CONT C_ THE F-7-ST_OR=C °RZ5:E=TV _--.ON 0,7---,r ,!,R '?ST_OR_C _ q G tD_*1G THE PAS :.SICE OF 0) (SF- C-FDICv ?CDR SSZS S'-- ) IL - - y_ ?"TLD BY THE PROPOSE-:) ?ROP_RT= S IN TH:°=:?: rWr.- . _ PROjZCT. DA:s qpf, At- 1- -1 t, 1h 17. DO=S T:r. PROSECT T_?v'L'OLtaa ??1 EX?END=TQR°_ OF PUBLIC _=v'NDS OR THE USE OF _ PUBLIC (S_?^'E). ..•yD? Y-SS. $$x NO [ ] (3F NO, GO TO 18) r ES DOES THE ROv- F?=.QQ= -°Rt=r_?r_?'_ON O: P`i wV'V=RONv-ZiT?1 _N?_ ?VL =RON?'?=iIT3? a. s. Yyy REQIII:S=??I=S OF NORTH C_:RO:. DO a T P URSU! T TO THE POLICY ACT? YES fixx NO [ ICAROLINA b. IF Y- S, 1-S THE DOCUt-EN_ BEEN R =-IrN =D T'.RCQG'r_ -H7 NORTH CAROLINA DEP?RT`-rr-NT OF ?LOIIIZNISTR T_ON ST T E CLZ;LRZNGr.OQSZ? YES [jxx NO [ I T_. ANS-R .R TO 17b IS YES, THEN Sv y - ;°PROPa_1T E DOCUY-----NT_ T=ON FROM THE ST .T%- C.T z;L R NGt.OUSE. TO Di TISYON OF E-NV-N ?, I??NaG= ' `7T RrC-i- G COMPLIANCE' FiT_T? THEE NORTH C;ROLINA ENVIRON2-MMA, POLICY ACT. See Attached QUESTIONS REG;URD:NG THE ST?T E CZE-a-RA-NGcCQSE R---V---E-e; °qOC SS SHOULD BE DIRECT=D TO MS. C .RYS B?C =LTT_, DlRE=. OR S IFLTE CLF_;L_RING'aOQSE, NORTH CAROLINA .DE??RTyFNT OF 2.DMINISTRATT_ON, 116 WEST JONES STREET, RALEIGH', NORTH C.7ROLMNA 27603-8003, TELE2HONE 4 , . . 18. THE FOLLOW=NG 1TZYS SFCULD BE INCLUDED WITa THIS L? 2L a IC'T10 =_ PROPOSED C==•I=TY INVOLVES THE DISCHARGE OF EXC?V?T°_D OR _.LL I aTrR-7aJ INTO NLTI. %-NDS : a. WETL;I-qD DE:,-LN T-CN LaD SHOWING ALL VVETT?*IDS, STR..MS, LAKES ;11TD PONDS ON THE PROPERTY (FOR NPT1'ON'w1DE PERT-ZT NLHBERS 14, 19, 21, 26, 29, AND 38). ;LLZ STR----r?_*S ( 1TERN=T_°VT AND P°_RI--..ITZNT) ON PROPERTY MUST BE SH-OWN ON THE F-mP. MA-0 SC:--TES SHOULD BE 1 ?1C -EQUALS 0 FEET OR 1 INC EQUALS 100 OR Th:IR EQUiv'i.LZNT. b. REPRES .*JT_=-VE PzOTOG7,A2: OF WE'ZT_.-NDS TO BE M-12ACTED BY -PROJECT. - - - - C. DEv=NZ; T=ON WRS PERFORLED BY A CONSULT.71-NT, --.-1C'..,UDE ?LL Dry SHEETS R_F'LF:v-x--N TO THE PLACMEX-ENT OF THE DELI-N i-?'SON LMIN E. d. rTT= C A C02Y OF THE ST_ORL``wATrR I1a?Ir?C??Vi PL?1v =_ REQUIRED. e . hr?T IS 1,72M USE OF SURROUND-7. q PROPERTY? Industrial, residential, undeveloped. IS PROPOSED 2_*ETHOD OF S i• r_. S_S20S??? Not applicable a. S=CvLD : *1D Dc'- 7D !GET UT ORIZATION LET=ER PL_C_=LE. NOT TTT "'%qDi S OR WA=- RS OF THE U. S . MAY NOT c3 _?*_C: ACTED PR_0R TO c 1) . ISSJANC OF A Sc CT_TCN 404 CGR2S OF. ENG1 - N72:IFcS _ I YT, 2) .rIT R T_? 1SSJANCI OR FA_VEr OF A 401 DIMS= ON Or ENVIRCN -a' NT L M=NAGc.'?'NT MAT- 7 --1 - QUALl''Y) C: RTI= ICA.T=ON, AND CQAS''a T COUNT---,- OlTT,) , A L: T=- R QOM T--:. NORTH C,'?-OLT_2QA DIV_SsON OF COASTiAL 2* N.aGL2 NT ST_%TING T P_tcOPOSaD ACTIVITY IS CONSIS"'ENT W---T'--' TEM NORTH CAROLINA COASTAL yy.Gcw*?'NT P_ROGRr'1M. ER' VAGENT'S SIGNATURE D2 TE .(-AGENT'S SIGNATURE VALID ONLY IF -_UTHOR_ ZTTON LETTER FROM THE OWNER IS PROVIDED (18g.)) 5 r. T- + go • t ° ILL si _ 6Tf `a ?ctow4i S Jr Oticftam .. FO ? I ' bYla„a « Oak CCOY41 v_ < MAR, I O~• C, w sl a 4ci R' t° ? • O t t c.-.. C.R h 7 ? ` ? p ,t t ov 1 . Fo Ito. r Ke<?c t ? _ ?? i 8cthesQa t?? j? so. tom. (; . f? K •G,?o I few SEARCH j acal ,o r P ° ; .. f 14, , < zC -. Pafkwpod ?`?` ! 1 - 1 5 s 5 .0 ?r Nclson. J I . I ,? a<u? I - • OE (AL :7,a Al I $? ? J . _.._..*...-..._..-. I I/ V m Q FR?'Y a 9 y ST h G" ; urhamr ec Comm Coll o ? y . L LOVE R i D. 14 ? M tn` G ' PARKWAY / <ur l ( l l Project 1 w Limits W 1O 1 ? c i CO ?ti pR • ,, 0 ? 9? l ?s a N Fguro NORTHEAST CREEK _ PROJECT LOCATION MAP PARKWAY REFERENCES DLID I-L Ills ?l s 1i'I DLID I-C Ir r.ca e{{ DcID 1w r.cs 9 0 sza DLID Poor. IeIl{ r{Ci Pal MID I M 11.{ r"'• t~ Km Poo[ 1n{ reta ~{ P® WK 111{ rKi m 1a>a POCK 1174 F"x Sig r IN 0- 11 ?k 9" uL . IY MAT T POOT Poor. I" P Iw Kl I3s r"T IMIC I W ?A.X 83 r,laT BOOr. 111 r..-. I Il1 rl'T POOL T1 r'" rlAT 1,00c 32 P?a IS TaI 1(Ir Ile6 ! Tar. Wr 1Y Tai r.r 1M TAI IAr 11711 N/r JAI Y L VTNNZ D6 365 PC W I N/r 113= P. I • IIOSIIiTON I DO 13{1 PC 2J.?( N ly Zt+ 1a. 1 JostrAs I DO 3{ PC 33 J. I ?I .n pl Tte?rtv PaT7 uIl r.slro.e M I1.1 K rY K PaIKM I I "J 1 / f s t L \ C j { NOTES cacao . Dews wo. rrc . mw.m ru.l Hn cn..o? JOT/N GROUP 5= 1 DD 1330 PC 950 .1 ?r- -J?---r= C - -7 Nn w?+l JOVA.N GROUP SIX 1 q DO 1330 PC 030 /r i, Ja1¢t D. t ! yi t RAC1. J. BAUCO11 I Dr8 80 70 PS G 162 I <r+o.aem PosTa+sT alas r.+s..T RM i w ro..c vIl : 1 ! 1 21 ?? ? ? I I Ir // ?/ r 1 1 GL1X0 I ! TM 568-02-003 I GLtXO T'Y 541-01-017 ? / Itl I ! ? / 1 ?1 I k 11 I {,? i G Lao lql I ?' TM SU-02-002 1 i 1 I ! 1 ?1 1 J lr.era® Por-"T Obi rY ay am 11' ? - - _ - !? • I ?snale TTK.arI?C J -{? i til: oT?cTa1 r{.a«r rc ?i' ?, all 1 _ J / T Nn AM TRICE T , SocI.tu JS, / I X N 16" rc Jjz J I I j -- RNTa1124 D(vxsTo113 A DO 14Z3 NCDOT WETLANDS CROSSINGS Pan M NORTHEAST CREEK PARKWAY TRANCYL- TOWtCW. DUFVAM COUNTY. N.C. I TM 568-02-012 I / I ! I I I I a VOA i k. ?? $I I I I I ? 1 ._r._,.._.,.1 r - - GTAXO N, TM 568-02-006 GL1X0 TL 568-02-001 - - I ` ? ( Nn sun or Poem ca"um DO 407 rC 733 Y ??` il? P'B 70 PC 7r. _ I T---- - --1 DUPONT DL NO(OVRS A CO. I I DO 1141. PC 400 104 PC 103 N/r I • DO 1550 PC 394 .? BALLENTINE 1 l"UU" t FRO" DATA FORM ROUTINE WEnANO OETk::iM=TIGN (1987 CGE Wadands Oalinaation Manual) projactl5itai e ? v-?83? App!(cant(oWner: lnvcstipatar:w=" ? ? ?5- Do t`Salznai Ctrcumsia a icat Situation)? Yes ° is tha sita siQAifi=1d &S cAce ?? yes (ID Is tha araa a paten ((t neaded, =121a an raverse.l VEGETATICN • l r ()eminent Plant $O? Stratt7m tndioat Z._/ Jt? NtGtkA- 2 L,5, Felt/ •c. y 7-e> 6. f?,r.st" t?it?TfW? GY_?/rltr ??1 7.lffPt r/? ?• w vF r??s/? ,k/ S. P.rc•nt of Oa --;X=t Spadrs that are act. FACN ar FAC (axdudSnq FAC-1. Ramarka: Dam: County: _179 rr a-f-c Scala: Community 10: Transect 10: Plat 10: wcr emin?t Plant $oeGiet Stratum Ind{eatof. 3. --- 1Z 13. 14 15. . ?.. 16. H=RCLCGY . • R•cacdsd Oats (O•scrh• 1n Rcmaricsl: -' Wedend HydtnloQY Indcatara: i Pricsury ndiutaca: ?3tr•acn.txk4t.ccTideGaup• ? at.d Agdd nhatocr-Ph• Z. Od kr Upp•c 121nch.a Qdwf - rotd.d Oata Awaat 1. .......•???w4or FA4&-A "" orin tsr.•a : ;?idkn•nt OapOtiU Patt•m• In W.danda ziacu: a .r, S.cacdary k+dlcauca (2 oc mare raauIt.dl: ,C dizt+d Root Clurtinala In Uppat 12 trrchaa N A- Qn? papth of Surface Water. . ?-- atar?SLairt.d Laayi 3 ,/ `Locst Sad survey Oats Depth to Fra• Wsz•t M Fit: FAC-Ii.uttal T4 at d G '? ? S "other (5:044t In Ramada) : o Depth to Saturated Rarrsartc? ' pRtltt r SOILS Maq Uric tQama y Qt:inaQ< C:a..: • ,(J ???ra-? (Sat(aa and Pttsaal• - ?A- F.id Obaatvatsana LOA. _ Oaafcm iA&op.d TYPO? Yn. t1a Z-axoaamY Oubaccal: Aro({iQ Qe?erpde?, T4=rw. Canar<dana. Mauix Caiac Mazda Cotacl .. Marla Oep? - urtteM Maisrt Abut?ec.cerCx?crsT( Srrvctvro, ete.__ r.c e. {lort?en '?}l''•.ni..tt Motes ? . _ --?- - -- i H}?it{a SoA itwicatccs: - ' f{iatoacl ?Caacradcns . i{isda >, ?ipadcn _ _Iilph Or?snia Caatant In Surtaca Lcyac to s4ody +axs , , - • ?-S?tltCia T.doc ?•Cttlani0 StraESdngtn Sa?Y Saba - Aquia (?rtoc:fora R?G?? ,, ?Ustod an Lard Oedda zoos tS.t - ustad cn futioc-.d f{ydria Soils (Sst i v a UC:Cn Caciddans _ Otttac (! !«n Ia R 1 i ?iGfey*d cc Low-Ctuams Gouts Rimackss :. .. j WETLAND DETERMINATION ?tydropEtfsia Yadatsdaa graaait? s? do (Cirda! Wadsttd 1tYdcaloQy Ntsana No 1{ydzia Eo?a ptas.ntl ? do R.cttarkt: ' • (C1cdo1 Is tills Sane coq AointVAtNa a W<dand? 2J Ka by I FROti DATA FORM ROUTINE WETIANO OETERMINATION (IS 87 COE Wadands Oalinaation Manual ??Kcxw,aY?N?Orj? oat©• ProiactlSita: County. 1A +R fth-M s ! • APPnc3nt/Own©r. ?b - State: ? i?l? L• Invastipator:•- L' on the Sim? ? No community 10: Oo I1oc:ttal dreufrtstas exist iovl Situation)? Yes ® Transact 10: Is the sita .siptiificandy disturbed (AZYA - (12 ?• plot lO: 2 Is tthe area a potential Problem Aces? Yes (If naeded. explain on ('tNvarsel 3 .i VEGETAT)ON Str?rrt+ In?ceiar rJP ?I?ar-? R 1 p as . 7.(if e I I-- / f1 H _G L I U7T Il_ S N au _ FAQ _ pstesctt et Occcnnaat Spades that scs 0(iL. FACN ac FAC (exciudnQ FAC-1. Rar:ssrkt: om:ne**C Punt Species StrMMM Indtcatef 9.• lltlRrx??is REPoN?? '- . 10. IZ - . 13. --- 14. ,}OYo HYDROLOGY • Wadac+dllydtalaQYt?lucoa: Q00 E 1aite. ctTws Gaups Fhat0cwhe Saturated In Uppet 12 Inches FObesomtkng: t0ascr?o In Rcctc?tiul: Fay InCiutacr. ?Wetst l tcics sta AvsZal:Ia =pift Linos Sedlmant Oepasits OrinaQa Faueme In Wedsnds Sacand.ty tndiutars (2 of mats csgcrlrsdl: 12 Inches 0epth at Sutfacs Watsr: anj 0aath to Fcss water In Pic N Depth to Saturated Sa1•'. 0z4zad Root ehatucale in Upper -WctohStcirted Leaws _Lacal Sa3 Survey 0AU FAC-11eutrd Test ' Other (69Wn In Remarks) r Rsmafu: - .. t- KV%A SOILS ' ' > Maq Urk Hama aceiaia. Casa: 11 PLA-Nb (galas and Ptua.I• Fi.ld tJbastYaaeas • ConScm Macotd TYPO? No TaronamY MubCrcual: Proff(v Qee4?den; "?;.?.: ? _. T• '• "• - T.xtuts. Cortcradoaa. , Mactvr Ca cr _ Macds Co(ecs MaCa ?a rrnelr MaF?r}f Abunde.+ee?N*?TC • Strtfettrrh ete. . e. err en '{t"•.nTwtf M?nl ..._...? .. tacst • Kydrta oQ indc? - Sit:lose{ ?Canctadozis • t{Iah atQasu?a.tCtantaRt u?s{au layer In SacdY $e;14 •. t•{IsdQ'??'? - ?r ?an?O Sttasidna ?l 'S?'"'i ?,SOZt .. SuIQCic z6al ?Uscod on Lau{ f(edc Soas ust Moiatur. ReGuna UvAd an ttadar j t{yddo Soaas Utt Radvdrta Cac?Cldons ?dthsr (6?!«rt In Ramat . =Ctayad at Law-chrama Colon Racnacksi l WETLAND DFrERMINATMON r*ff% hfdc YeQotado n prasaat? Yn (Ckd4 nd Hydrology Praasnt? a 3oas Prasant? Yas arScs: • (Ckdal is tide _°.np**Q pazttWid is a W4dac4? Yas tta rpott 1 i i ? DATA FORM ROUTINE WETLANO OtM(NATION (I S87 COC Wa:iaads Oalinaation Manuail FrojactOW: Appacant10Wnur. ,?ls t7?r• - Oo Norma( accutztstactcas asst cn the site? .. (s th(: sita sicli-tacandy d-mturbed (Atypical Situatianl? is tfla arua a potentia( Problem Area? (if needed, onlain on co`cma.) YEGErAMON Srracvm (ndie++< Q?+inent Ptent 5(iecief 5..,,? ?Nt Pt'?4C?S ??1RGlf//art/,d d0 .7. ?v?uC7/F?t?l?C 5C_ F- J s. .? If r- peresctt of Ocnsinaat Spades that err 0131• FAC-9 of FAC (axc!uCin4 FAGI. Ramark,a: HYDROLOGY Recatded Oats (04SCr;b# Ia Ramsrkal: Sttsectt, t&kt. ccTW4 GauQe AtU FhQt0Zrcphs . ? .'.-" Qthst . ?tlo Ra rdsd IIata Avsz?? Field Cbsscv<docW Oepth of Svrf<ee W<ta: A=,A? Qnj Ospth to Free Wstst to Pit: • N Ospdt to S<turated So3: Ram<cics: - ' w 263 ?/ Data: County: p ,-, F? ? N - Scats: 0 el No Community (O• • <TED No _ Transecr 10: Ye ; <E? Plot 10: eJU.'1 Z6 a f C- Qom'n.rnt Pfen< 5oecies Strecym Indteatoe s. ?o?t,lGEnA. J oNkC- Vi,uE.FAt7-' to. 11. IZ . 13. 15. 1 tJ. --- 15?Z Wedend t(ydtany inClc<tca: tJ o?E Fzim<ry Indc4wrv. &-wadated -!S wrctd in upper 12 (aches --Wa.t Marks -Odtt Linse -?Sedt n4at 0epoeits ~_Oreinc?. Fattame in Wedar,da S.condacy tc,diutacs (2 or mare c.quiredl: _(]Z flz.d Raot channsis In upper 12 inches _W<Lar?Stsirt?d 1.aaws Laeal S4 Survey Oats FAc-uvmai Test _„Omer ( sin In Ranudcsl ? . FROCS ..SOILS • .V??ab •? r8 ? CrG GR?ED??E S,cµoy Lcw,f* T-a? I`llcp Ucut t`(tmt /c,?f2T???Y f ('1JEk/?{.'1? pcYiniQa Gala: /?'YT?? e- - «g (Sti{u at<d Ptuial: idR?~G?,- ?G '- Fi.td abiscvtuon: L A ?.?•-?V ?O?-f? ' Ccnfimt M•op.4 TYA?? ar C C•• Trxonacny (subcrcupl. . pro(ftg Ceeet+IIdon; ?/ ? • - r MaC1a . ? - Taziurt, Canccadant. Otpth Matrix GoSa? fACCdt Co(acs urtTeM Mo?ec1 _ Abtfod c??_x_ *??t • Strtlctttre ere. N / • ' /o Yk N _ . a: rte- f f3• Lo.a+yY ,. E R 6 lJf- C •i•Iy?tIC $OQ ((1dIClCaCt: ?O?`,E .. .. - '. 1-{(itatCl _ C,OAafttlQM - I{Iscfo t i;sedoct _ Oct, QcQacua CQattnL In Sut(tu L.tytc Ia 540dy .,axi Su(ACio trQQf cv;a w SCt+? IA:s-,ly. SQit Ilqu{a Meiituss Reanzt _Llitod on I.ood tw--4a SCBs LU'C RfdurnC CanCitiani - _LIstcd Ca Iud=a I{Y?'cia Saks Llrc ,___Gltytd Cclarr-ChrCM4 Cdaca - __ dCs.c (£ i:?ntaf r Ractutkst . WETLAND DEI MINATION ?{ydro'ptzytiC YtCatition Ptctsdt7 Ytt Jo ?!?! . k?latlind ?{rdrafaQy I'rtttcu? _ Yts Hydcio SaBt ?ttatntT Yat do Is tuts S.mRGc+Q Pant?Nttwn a Watt.ad7 Ytt ©a ` Ramsrkt: ?V R 1 b D1GT1OI-?.'i.? ?I?ZE.4-5 .ti,a ••?, ? ,5 To.2 ?....a_7-?.cc? ' ?"Y To P a F i3?'K 'To -TOP o t--* 75 Af--ZK w IT%+ o -pJd u7" 7-59G - gppcov.a by SOILS ALYmq .?':: Map Utdt f1<m< C ?GT??r fwA ?0/?5? Qtalnaat C:a.<: I • _ (S<d<a ltd Phss.1: T G Fi<id Cbs<rvaczana Lo?/•-f Caaficm M.oa•d Tvp•7 Yc. t1a T<ronatttY C3ubatocsal: S,a ?JU pM?g Qe?c?Qtler,, '? Made T<xtctrv. Canat<dana. Motda (].ptti MattvC Coke Cotoa ?.,.?? Mote c} _ Abunder+ta?TncreiC • SrrvcteNe ete. S - too rjc= ?o?1E ? ?s?.?f s? fa ., '3 :3 Al o ? E ? o,a.t. y ------------ ------------ Hydda Soil indlcatoa: No?lt-- ' Mttoscl - ?iilsda t.;?adoa -'-?3lSttTdSC t.5a? =Agtr(a Moi:ttm 9-4;?Mt Reducing Cor4datts _Gtty+d cr La -chrvma Uca Racttiacks: i i i, f f i Cat?cradons ?Mah dtCas??a??C,t(act.tsnt En,?Saaace f_ty?tt in Sac?dy Sass ~ Z",;o Sti ?.+•V inSatxlY SOas Ustod on L0c4 ifydda Sons Uct UVAd Ca itad*C%.l t-{e_da Soils i.itt _..dth4i- isR--&3t WMAND DEIERMINA'IION - (Ckdel tydcopida Yagttadan 3?ressrit7 ' Yts (C1rda! Yttdatui }{ydrafagy i'tt«tttT Yts o Y<s o Is tad. 34rnp+Q FontWthia a w4tl4nd7 Yta tto ftydrfa SoAa prtatnt? RttstisrSa:.3aiu3ntt.Tto?''-? ?i?.?At?-c,'?'??,?-5-.???/.c_-t?rt,??`?`j":?T°T °F I3l?h1K T-O 1'?P o? _ ?Nlt - w tT!•t 110 ?J,O..?c-:•-•+r wb""f'l?+-s1?S. wTl?-IN -t-?f£ STvDS? SEA • . ^pp?owa by "(•LUSA%.G i i • FROtl •i •• i • I i ,:.{?r.??ti;-mac ? ?-• • DATA FORM ROUTINE %VETIAN0 DETERMINATION (1987 COE Wadands Oalinaation Manuail •-e2?r?c P?ttiW- Y ?hi?i-I &TUf ProjactlSlta. Data: - Applicant(owner: IV r' tac9•f• - ?? ? c S Cato: ato. -_ . L . -? 17 Y1?K Invastlpator. , ? . Oo Nc mai amtsnutancas exi•-t on tttn silo? as No Community 10: (s the sits sias1fieandy disturbed (Atypical Situation17 Yes Transeet 10• 10 is the araa a pvtentiai Problem Area? -Yes : Plat (if needed =1zin on ravema.) Y Gi7G ? r? a rv.? 20m nenf Pfenf srecties Stn+rcM± (nc4crio? ?om:?..*K Pfe?t Saeries StrotVm ind{erte? . J? ?? 7 ?' ? 3• Go R ?vy? Ft?2, fin- f> P 4??f? - ( I. fQ4 y5 ?R?1 -- - - 4.?l?oF.,c av? ??C iDd- ^ IZ 772S 47-6- -u 1a. nurt7/Fog/a < c i v?aE? Y F 14. .., i n 6. 7_f- -AA. JaF"01"r ? V1 ?• F?_ 1?. ? 8.?itiy? ?,4,?pa• dE G.s-G - 1Q. P•runt of coninant specl- that am 40M. FACN CC FAC (axcfu&nc FACE. 2c?! J?V Rarisarice: wMI r-i r ucl?a.u? ? - Racatd.d Onto (Oasa'xie in Rcm4gffa1: Wdsc,d t{ydcvicGY 1nQutoa: t{aE - _ Zuv"nt. Ljke. arTld• Gouge FtimarY Indutofa rAerial Photo ephs ---- tcxrndated •? aturated In Upper 12 lnch•d Other _ dahlo A d v ?wat.t IA.&4 va tto Racrdo _ cats - Oritt tln.e so(am*a 0.6;2,0 tits ^OrairtaC• Fatteme In Wedanda Said abeefvtkne: s.cartidery kiaceuxs (2 or more r•quIt.d1: 1 A Qn Cxkaz*d Root Channsls In Upp•f 12 Inched . O•pth of surfacs Weur: -Watahst.ined I.AVV-•i Oepth to Free Weter In Pic f, Q Urn 1 -(.0csl Sad survey Oats - FAC-li•utral Test >36 ?/ iln l r - iakt In Ranarksl other (f ated sad. Oepttt to saas ?, RamakG • • i 0 t c9 N 1 ? } I 0 ,i 11 ? nl I ? I ? I I I I l 1 I I i I I ! ? T ? ? w ?? f I N q a c I ? 4 a.. \ / J i i I I? o ?, I { 1 ,o l ?- I ?I i I I 0 a n w T I Io I? IkA I? i? I? i i 0 I i 11 ? i f N co 1 + ^ cu \V 1 ' W t,j ' + ° 'O'd - 05'L L + L5 d1S C, 7w) I * 7 C) o •? 1 1 \ ,,, ?? 1 co 0 1 +C) 11 p O o' f 09, p O + .- W I t , 1 14' 12' I W 26' 1 ' N I L - ji U - r • Qo j Z 1 i + O in 09+ I + + ? 'SNV2i1 '038 Z:z 09+ ?? • r^ I ?? SNVUI ON3 b I m co \\ ¢+ ZO E + 11 ?? ? C.D + Z 0 to 10 o Q + 1? ^ W LLI + F ca 1 ` ? ^ n z ? w U) U) kZ6 d ?S I g5?zd ?\ B . I \ i 'n to \ _ ` y 1 •I 71 a \\ 1 ocD I 1 1 '? k a kr ? ? 0 1 W? _ c .' ? 1 Z I -, W I ? 1 ?w I ti ?1 I \r rn ?w `w d UA co to + I 3?? 1 COD 0 Q1 to co VI + 1 CO \ ~Uk t? \ N L I us \ co N I 1 •, M •+ ? I - ko?i- cr' Y z a X a J 4 ?? u U v I .. ? vrry I ! ? ICI. ,? , m ` ?\ I I \ 1 ! ? rq U) I ? 1 ,?1 • m ' I D .. O I l o t J 0 0 2° •? i SV -n - PDE aN Oav s ? ' I I o ` in g i s i'I I ??? • I 9' c 3 SS ? 1 ••• ? II ? 3- n l 0 71 1 I ,I t -10 1 ? I I I "' 1 I i j cP A? (nom ?, NI I I DDC? --?Mz V) i i X D C D 0 I Z. I Z v + Z 770 I O ooN N I , I m ?-? \ J n ? I I ? t v -f- m D 70 .s 73 00 X D I I 1 ?l I i?l . ? GD o D 1 I .bz i I I D Z m -? z Frl c I I I -? ;;? ?N K ---I MM I 1 I rri N I Yt„LUI??VL L??nl \\,.II ?4/?'J1J ?VV J. J? .: w• a? ./. - North Carolina Department of Administration James B. Hunt. Jr., Governor Katie G. Dorscn? Scare ll November 14, 1996 Mr. Whit Webb D N.C. Department of Transportation Program Development Branch l? Transportation Building 1 8 +196 ?j Raleigh, North Carolina 27603 i i----?? r'80JEC, MANq N Dear Mr. Webb- Re: SCH File #97-E-4220-0215; EA/FONSI - Proposed Construction of the Northeast Creek Parkway from Cornwallis Road to Ellis Road in Durham, NC; TIP #2831 A The above referenced environmental impact information has been reviewed through the State Clearinghouse under the provisions of the North Carolina Environmental Policy Act. Attached to this letter are comments made by agencies in the course of this review. Becaus,e of the nature of the comments, it has been determined that no further State Clearinghouse review action on your part is needed for compliance with the North Carolina Environmental Policy, Act. The attached comments should be taken into consideration in project development. Best regards. Sincerely, Ms. Chrys Baggett; Director State Clearinghouse CB/j f Attachments NOV 2 Q 1996 cc: Region J 116 West Jones Street • Raleigh, North Carolina 27603.8003 • Telephone 919.733-7232 State Courier 51.01-00 An Equal opportunity / Affirmarivc Aerion Employer I -A O TAKE PRIDE 1N United States Department of the Interior ?OV(6 FISH AND WILDLIFE SERVICE ts Pose Office Box 33726 Raleigh. North Carolina 27636-3726 Ecological Services CHIGHWAYS Hay 24, 199 Hr. H. Franklin Vick Planning and Environmental Branch N.C. Division of Highways P.O. Box 25201 Raleinh, Nc 27611 subject: State rthe of Creek Parkway, Durham1Countyt,oNorth1Carolina?,pTIP for N , . No. U-2831A Dear Mr. Vick: of April 7, 1995 requesting information from the This responds to your letter o on evaluating the potential u.. S. Fish and Wildlife Service (Service) environmental impacts and ofi'h abov provided -r ferencedaPce ,with provisions?of provides lFish and ping information as amended (16 U.S.C. 661-667d) and Section 7 -? nd Wildlife Coordination Act, of the Endangered Species Act of 1973 (16 U.S.C. 1531-1543). Preliminary planning by the North Carolina Department of Transportation ! (NCDOT) calls for the construction of the Northeast Creek Parkway from Cornwallis Road to Ellis, a project of approximately 1.8 miles. The proposed project is divided into five sections, some of which will follow existing roads. Actual work within the sections includes construction of two apes, grading to facilitate future construction, and none. The Service's review of any environmental document would be greatly facilitated if it contained the following information: existing 1.: A description of the fishery and wildlife resources within existing and , .••333 required additional right-of-way and any areas, such as borrow areas i which may be affected directly or indirectly by the proposed project. .. A lizt and acre-iae of the wetland types which will be impacted. Wetland 2 types should follow tThiselistdshouldlalsotgiveJthemacreageeofaeacha Wetlands Inventory. wetland type to be affected by the project as determined by the Federal Manual for Identif in and Delineatin Jurisdictional Wetlands. which will 3. Engineering techniques constructing any any along with the linear feet of any water courses to be relocated. es of upland areas and the acreage of each type which would A-7 4. The cover types be impacted by the proposed project. 5. Mitigation measures which will be employed to avoid, eliminate,ereduce, or compensate for habitat value losses associated withavotheidablproe wetland These measures should include plans for replacing losses. d.. 1 0 6. The environmental impacts which are likely to ccur after construction as a direct result of the proposed P J (secondary ed project will add to assessment of the extent to which the propos similar environmental impacts produced by other, completed projects in the 'area (cumulative impacts). The attached page identifies the Federally-listed endangered, threatened, and candidate species which occur in Wake County. The sectioncof the the environmental document regarding protected following information: 1- A review of the literature and other information; 2. A description of any listed species or critical habitat that may be ,affected by the action; 3. psi analysis of the ",effect of the action", as defined by CFR 402.02, on the species and habitat including consideration of direct, indirect, cumulative effects, and the results of related studies; 4. A description of the manner in which-the action may affect any species or critical habitat; 5. Summary of evaluation criteria used as a measure of potential effects; and 6. Determination statement based on evaluation criteria. candidate species refer to any species being considered by the Service for listing as endangered or threatened but not yet the subject of a proposed rule. These species are not legally protected under the Actlr subject to its formally proposed or isted as provisions, including Section 7, until would placeethetspin th ecies underltheJfull of a {j threatened or endangered. change data candidate species- This Species Act, and necessitate a new survey if its protection the endangered status in the e project corridor is unknown. Therefore, theiruhabitatr candidate the project to avoid any adverse impact to The North Carolina Natural Heritage Program should be contacted for information on species under State protection. The Service appreciates the opportunity to comment on this project. Please continue to advise us of the progress of this project, including your official determination of the impacts of this project. ifo our office can-supply any please act Howard Hall, the additional information or clarification, biologist reviewing this project, at 919-856-4520 (ext. 27). Si ely yours, CS-? David A. Dell Acting supervisor REVISED APRIL 19, 1995 Durham County ,Ards Laid eaglti (=L 'v- etus Ieucoc?D us) - C• Plants Michaux's sumac (Rhus micha(xB) - E' Smooth conoflower (Frhinacea laevigata) - E There are species which, although not now fisted or officially proposed for listing as endangered or threatened, are under status review by the Service. Theso 'Candidate-(C1 and C2) species aro not legally protected under the Act, and are not subject to any of its provisions, including Section 7, until they are formally proposed or listed as threatened or endangered, We are providing the below list of candidate species which may occur within the project area for the purpose of giving you advance notification. These species may be listed in the future, at which time they will be protected under the Act. In the meantime, we would appreciate anything you might do for them. Clams Atlantic pigtoe (Fusconaia masoni) - C2 Green floater (Lasmi= subviridis) - C2 Yellow lampmussel (Lampsilis cariosa) - C2 Insects Soptima's elubtail dragonfly (Gomphus septima) - C2• Plants A liverwort (Plagiochila Columbiana) - C2' Sweet pinesap (Monotropsis odorata) - C2 Tall larkspur (Delphinium ezaltatum) - C2 'Indicates no specimen in at least 20 years from this county- i North Carolina Department of Cultural Resources James B. Hunt. Jr.. Governor Betty Ray McCain. Sc"tary Division Of Archives and History William S. Price. Jr.. Director May 10, 1995 MEMORANDUM CD 95 TO: H. Franklin Vick,'P.E., Manager Planning and Environmental Branch F Division of Highways S f?epartment of firan. / -6-? FROM: David Brook Deputy storic Preservation Officer State Hi . SUBJECT: Northeast in Durham, wDurh from CornwallisRoad m County, TIP U-2831A, Ellis CH 95-E-4220-0731 We have received information concerning the above project from the State Clearinghouse. There are no recorded archaeological sites located within for arpchaeologi Pal sect corridor, although the corridor resources. It is likely that as yet unrecorded sites may be affected by the project. request you forward hat Prior to our making recomso e We tmas determ ne the extent ftcurrent development recent aerial photographs Y in the area. aware structu We have conducted a search o tancef local d with n the planning area( es of historical or architectural inp While we note that this project is to be state funded, the potential for federal permits may require further consultation and compliance with Section 106 of the National Historic Preservation These comments are made in accord with G.S. 121-12(a) Executive Order XVI. If you have any questions regarding them, please Earley, environmental review coordinator, at 919/733-4763. DB:slw cc: State Clearinghouse B. Church T. Padgett 109 East Jones Street - Raleigb, North Carolina 27601-2807 .r North Carolina Department of Cultural Resources A H' Jams B. Hunt. Jr.. GovcxuOr 1 Betty Ray 1vlccain. Secretary May 30, 1995 Division of Arciuvc-s an 4w.7 WiUiam S. c Jr. Director S't JUN S 1995 MEMORANnUM LITTLE & LITTLE TO: H. Franklin Vick, P.E., Manager Planning and Environmental Branch Division of Highways ortation Department ofT.??ar sly FROM: David Brook Deputy State is rte Preservation officer SUBJECT: Northeast Creek Parkway, U-2832A, Durham County, CH 95-E-4220-0731 We have received the aerial photograph for the above reference p project from Robert T. Peter of Little & Little. As indicated on the aerial, ro ect area is heavily developed It is unlikely National R Register--elig ble a haeological as presently proposed will affect any resources. We, therefore, recommend no archaeological investigations in connection with this project. The above comments are made he advisory Council 106 of Preservat b'ntsric Preservation Act of 1966 an Regulations for Compliance with Section 106, codified at 36 CFR Part 800. ave Thank you for your cooperation and ase consideration. contact Renee Gledhill Ea iey ions concerning the above comment, p environmental review coordinator, at 919/733-4763. DB:slw a cc: T. Padgett X St to Clearinghouse bert T. Peter 109 East Jooes Street • Ralcipb. North Carolina 27601-2807 State of North Carolina Department of Environment, Health and Natural Resources Division of Water Quality James B. Hunt, Jr., G ovemor Jonathan B. Howes, Secretary A. Preston Howard, Jr., P.E., Director Environmental Sciences Branch Ecological Assessment Group May 30, 1997 MEMO TO: Ecological Assessment Group Regional Wetland Contacts Greg Thorpe - Water Quality Planning Dennis Ramsey - Operations Branch Ruth Swanek - Instream Assessment Unit Jimmie Overton FROM: John Dorney RE: Fourth draft of DWQ policy for stream mitigation I i Attached for your review is the next version of the stream mitigation policy. As you will recall, this policy will help Regional and Central Office staff and the private sector determine when and how much compensatory stream mitigation is required for 401 Water Quality Certifications. I received comments from the Regions, members of our Group, Ron Ferrell (regarding what the hearing officers intended) and Water Quality Planning. As you might expect, there were a wide range of thoughts. I have deliberately chosen to write a conservative policy which would only require mitigation when aquatic life uses are clearly lost. Given the uncertainty of stream mitigation policy, I believe that this approach is prudent at this time. Please review carefully and send any comments to me by 13 June 1997.1 believe that next step should be to send this policy around for external review (DOT, agencies and selected consultants). Also Bob Johnson for the Corps of Engineers in Asheville informed me that he is working on a similar policy for the COE. I will coordinate this review with him as well. Finally Dennis Ramsey is working with a committee representing five agricultural agencies to better define perennial waters. The attached draft policy may help in that regard as well. Finally I will need the modeling folks to review this to see if it is consistent with the 7Q10/30Q2 discharge policy. Thankx for your help. Strempo4.mem cc: Steve Tedder Bob Johnson, COE Asheville Field Office Environmental Sciences Branch - 4401 Reedy Creek Road Raleigh, North Carolina 27607 Telephone 919-733-9960 FAX # 733-9959 An Equal Opportunity Atrimtiative Action Employer 50% recycIC410% post Sumer paper ., DWQ POLICY REGARDING COMPENSATORY MITIGATION FOR STREAM IMPACT DRAFT Division of Water Quality Environmental Sciences Lab yERSION FO R May 30, 1997 Recently adopted 401 Certification rules have a separate provision for the minimization of impacts to waters as well as mitigation for unavoidable impacts to waters (15A NCAC 2H .0506(b)). However unlike the case for wetlands, the rules do not provide numerical guidelines for compensatory mitigation regarding impacts to streams. The Division of Water Quality (DWQ) intends to work with DWQ Regional Offices, Department of Transportation (DOT), NC Wildlife Resources Commission (WRC), US Army Corps of Engineers (COE) and the private sector to develop and refine guidelines for notification for compensatory mitigation for unavoidable impacts to streams. These decisions will be reflected in appropriate General Certifications as well as policy decisions signed by the Director of the Division of Water Quality. Listed below is DWQ's draft policy developed to implement this rule. We fully expect that work in this area will involve considerable discussion and related fieldwork. If this policy changes, we will notify our 401 Certification mailing list of those changes. I. DWQ Notification and Distance Biological data (primarily benthic macroinvertebrate analysis) indicate that streams in culverts are biologically impaired - that is, the aquatic life use is degraded or lost. Culverting or otherwise burying streams should be minimized in order to protect these aquatic life uses. A linear distance of 150 feet seems to provide a reasonable balance between roadway design criteria (allowing a four lane road with median and side slopes) and DWQ staff workload. For the sake of consistency, this distance will also apply to all projects which proposed to impact channels whether the project is linear (e.g., roads) or not (e.g., land development). This provision would be a reporting threshold for all projects eligible for Nationwide Permit 26 as well as other Nationwide and Regional (General) Permits which require written concurrence from DWQ and would be listed as appropriate in the accompanying General Certification. For notification purposes, any time more than 150 feet of stream is proposed to be impacted by the entire project (not just necessarily in one location on that project), then notification to DWQ will be required. Applicants will be required to separately report the length of each stream crossing in the project. Finally if notification is required to DWQ, staff may add site specific conditions (such as a requirement for stormwater ponds for commercial or industrial projects) as allowed by the appropriate General Certification. II. Mitigation Requirements Compensatory mitigation must replace those unavoidably lost or degraded existing aquatic life uses of these streams either through instream measures and/or riparian techniques such as buffer establishment and/or cattle exclusion. In this regard, only loss or degradation of streams with existing aquatic life uses will require mitigation by DWQ rules. These streams are defined as those with both a positive 7Q10 and 30Q2 flow or are observed to have aquatic vertebrates which require continuous water (such as fish or bullfrog tadpoles [who usually require at least two years to mature]). Streams meeting the biological criteria would be identified from a field visit for those streams with watersheds smaller than those predicted to have positive 7Q10/30Q2 flow. This definition is consistent with DWQ's NPDES program and the statistic can be readily calculated using methods developed by the U.S. Geological Survey (Low-Flow Characteristics of Streams in North Carolina. 1993. USGS Water-Supply Paper 2403 by G.L. Giese and R. R. Mason, Jr.). If a stream has no or very little aquatic life due to existing watershed conditions or historic impact (as described in 15A NCAC 2B .0202(27)), then stream mitigation would not be needed since there would be no existing aquatic life use to replace. If an applicant believes that the stream in question does not have an existing aquatic life use even though the 7Q 10 or 30Q2 are greater than zero, then the applicant may collect data (vertebrate and macrobenthos data) to present to DWQ to document that situation. The study design and analytical methodology must receive written approval by DWQ before data collection is undertaken. Unless these data are provided, streams with positive 7Q10 and 30Q 2 flow will be assumed to have existing aquatic life use. When compensatory stream mitigation is required, the mitigation ratio shall be one to one based on stream length including restoration of both stream banks. If the stream is classified as HWQ (ie., native and special native trout waters, primary nursery areas, WS-I and WS-II watersheds, and SA waters), or ORW, then stream mitigation should be done in a stream within the same river subasin of similar classification. If this is not feasible, then a 2:1 mitigation ratio will apply. It is clear that streams with either zero flow 7Q10 or zero flow 30Q2 can have existing aquatic life uses depending primarily on the flow duration. Until the relationship of the presence and extent of aquatic life in these streams is better understood, DWQ will not require compensatory mitigation for the culverting of these streams. However applicants will be encouraged to follow stream relocation guidelines were feasible for these streams. Field work to resolve this issue is encouraged by DWQ and will be undertaken by DWQ as staff time allows. Mitigation procedures for impacts to canals must be handled differently. Larger canals can have significant aquatic life especially in the outer coastal plain. However replacement of large canals in this landscape often requires wetland impacts. DWQ will only require mitigation for fill of those canals that the Corps of Engineers determines to be waters of the U.S. The 150 foot threshold still applies. Incidental stream loss associated with construction of a pond for stormwater, irrigation or^other purposes will not require mitigation for the stream loss. However pond creation may not be used to mitigate for additional stream or wetland loss. Projects that propose to improve drainage through means such as channelization and dredging are not suitable sites for stream mitigation since the aquatic life in these systems is usually degraded or will be degraded by the stream work. Stream improvements which are designed utilizing bioengineering techniques which do not utilize channelization, dredging or hard bottom structures are suitable candidates for stream mitigation efforts provided that the streams are degraded. III. Mitigation techniques DWQ has developed a technical memorandum (see attachment) which addresses various technical aspects of stream mitigation. Mitigation should be done on approximately the same size or order of stream, in the same river subbasin and (where feasible) in watersheds targeted in the basinwide management plan to be partially or non-supporting their uses due to nonpoint source problems. If suitable sites cannot be located or acquired, the search areas should be expanded to adjacent subbasins. Legislation establishing the Wetland Restoration Program discusses mitigation for "wetlands and riparian areas". DWQ believes that this language allows an in-lieu payment to the program for stream mitigation by private and public parties on a dollar per linear foot basis. DWQ plans to establish a process with DOT whereby this procedure could be implemented rather than have DOT invest extensive staff resources for stream mitigation. The Environmental Management Commission on 10 April 1997 passed a temporary rule (15A NCAC 2R .0503 (b)(1) to allow the Wetland Restoration Program to charge $125 per linear foot of stream in order to satisfy this mitigation need. This process should be an attractive option in many instances for the public and private sectors. IV. Cumulative Impact DWQ rules for permitting of stream fill also require consideration of cumulative impacts (15A NCAC 2H .0506 (b)(4)). This decision is especially important in linear or phased projects. In terms of streams, if any particular stream with positive 7Q10 or 30Q2 flow or with vertebrate aquatic life is planned to be impacted by fill (culverting) greater than 150 feet, then mitigation will be required for the entire length including the 150 feet. Relocated streams with these characteristics will be required to follow stream relocation guidelines. Past impacts which required 404/401 authorization will be considered when additional impacts are planned in order to control cumulative impacts. Several possible scenarios are shown on the attached sketch for illustrative purposes and are discussed below. If multiple crossings of a particular stream are planned, then mitigation will be required if the total fill for that stream exceeds 150 feet. Mitigation would be required for the entire amount of impact to the stream. Except as noted above, mitigation requirements will be considered separately for each steam. For instance if fill for each separate stream (culverting) in a particular project is less than 150 feet, then stream mitigation will not be required for the project unless total fill of the stream exceeds 150 feet due to multiple crossings of the same stream. If a stream with positive 7Q10/30Q2 flow or vertebrate aquatic life is straightened using bioengineering techniques, any loss of stream length greater than 150 feet will require mitigation. If bioengineering techniques are not used (for instance if the stream is placed in a concrete lined conveyance), then the entire length would require compensatory mitigation if the length exceeds 150 feet. Bridging of streams will not require compensatory mitigation for the stream impacts since the aquatic life use is still present beneath the bridge. In addition, compensatory mitigation for wetland impacts may be required in accordance with 15A NCAC 2H .0506 (h). streampol.mem •- POSSIBLE STREAM COMPENSATORY MITIGATION SCENARIOS Division of Water Quality, Environmental Sciences Branch May 27, 1997 t 150 foot crossing - stream 250 foot crossing - no compensatory three 100 foot crossings need mitigation for mitigation needed (300 feet total) - compensatory entire 250 foot loss mitigation needed if total stream crossings exceed 150 feet stream I stream Relocated stream - if loss ((old stream (Lo) length minus new stream (Ln) length)) is greater than 150 feet, then compensatory mitigation needed for difference as long as bioengineering techniques are used to relocate the stream. If bioengineering techniques are not used, compensatory mitigation will be required for entire length. II slope PRE-DISCHARGE NOTIFICATION PCN TO: National Marine Fisheries Service Pivers Island, NC FAX (919)728-8796 US Fish & Wildlife Service Asheville, NC FAX (704)258-5330 US Fish & Wildlife Service Raleigh, NC FAX (919)856-4556 State Historic Preservation Office Raleigh, NC FAX (919)733-8653 NC Division of Water Quality Raleigh, NC FAX (919)733-9959 NC Wildlife Resources Commission Creedmoor, NC FAX (919)528-9839 1. ACTION ID: 199708146/199708147/199708148 2. APPLICANT: NCDOT/Northeast Creek Parkway 3. DATE OF TRANSMITTAL: 8/18/97 4. RESPONSE DEADLINE(5 days from transmittal):8/22/97 5. COMMENT DEADLINE(10 days from response deadline):9/2/97 6. SEND COMMENTS TO: RALEIGH REGULATORY FIELD OFFICE RALEIGH, NC ATTN: Jean Manuele FAX (919)876-5823 We are also forwarding the attached PCN to the Fish and Wildlife Service and the National Marine Fisheries Service for review and comment concerning any likely affect to any threatened or endangered species or their critical habitat within those agencies' jurisdiction. LITTLE & LITTLE LE7 T 1'R OF 77t: L%'.S,11177A L To f%A?'5 . TCc, 1?/Ln ru ea?? Low-, '4 j J0IiN111BIJ,' 1VL'AR1: SY:,VI)1A'G )'0111litt(tched - (111der-se[1arale corer t741 -?.?? -Shopdrawings -Prints -Plans -Samples .Specifications - Copy of letter - Change order - i•nr»r:c nAT1: c1 hhT t)LN0x'11g70,%' A b r ? ? Gf ? THESE ARE TIMAWMI7TED as checked below: r approval .-Fo -Approved as submitted u For your use -Approved as noted _ As requested - Returned for corrections _ For review and comment - - FOR BIDS DUE 19 REMARKS EP T.) for approval 001? copies for distribution - Return 7_ 4?ted prints AUG 1 - PRINTS RETURNt &PAN TO US RegU?atory COPY TO If enclosures are not as noted, kindly notify its at once. .SIGNED: La' L- L')'C Se? LAND.SCAPF_ ARCIIITECTURE/1'LA,'VNING PO. BOX 11.18 RALEIGH, NORTH CAROLGVA 27602 9191821-56-15 r,' LITTLE & LITTLE' PACSIAILE TRANSMITTAL RATE ' 12). 9'1 JOB NU1lfBER ??- PAGES TO FOLLOW: ? PROJECT NAME TO • 0 UUw ?)r FAX NUMBER 3 " TO FAX NUMBER TO F1L1 NUMBER TO FAX NUMBER TO FAX NUMBER ' .moil FAX NUMBER -- 919831-- 3,29 '?- r ti. 1 ti Yds. ?rttia ?t Cr- ti t w 3 G rile information aonlolned in this facsimile i3 prlvleged and•conWentid inforenction intended for the tale use Ot the odarese66, If the read- of thiv foowmlfe is not the Intended redolent. or the employee or agent responsible for delivering it to, the intended recipient, you Ere hereby error, notified that ony dissemination, distribution or copying of th;s communication is slr,aay prohibited. If you have redeved th13 FAX in pie..& immad'at.ly notify the' sendar listed above,. and return the original message by mail to the strider at the address listed above, TANDSCApE ,114CIIITECI'URE/PL,INNINC PO BOX 1440 ILVXrCITr NORTIT CAROLINA 2?'G02 9i9/8.?1,5645 TO 39Gd 3-111I-13111I-1 6ZCZTE8616 8©:VT L66T/ET/80 r ' APPLICATION FOn DEPARTh1EI)IT OF. THE ARMY PERMIT 133 CFR 3251 S. AUTHORIZED AGENT'S NAME AND TITLE fprra,gcritlioofregriindl hubfic sporting burden for this collection of infomtadon is estimated to average 6 hours pcr response, inc{Udine the time for reviewing msuw•rv„a. searching existing data sources, gathering and maintaining the data needed, tnd completing and reviewing the coiecdon of information. Send cvmments redarding this btrrden ostirunta or any other a$pact of tills collection of Information, including suggestions for reducing this burden, to Department of Defense, Washington Iteadquariart.Service Diractorato of InformationOperations and Reports, .1215 Jefferson Davis Highway. Suite 1204. Arlington. VA 22202.4302; and to the Office of Managament and I1NdUat, Papcrrvork Reduction Proicct (0710-0003), Washington. OC 20ti03. hleaaa 00 No RETURN your form to cithor of those addresses. Completed applications must•bo submitted to the District Engineer having jurisdiction over the location of the proposed activity. PRIVACY ACT'STATEidENT Autholityi 33 USC 401, Section 10; 1413, Section 404. Principal Purpose: Those laws require perndts authartung acGvitina in, of affecting, navigable water* of the United Utatea, the tGcchargo of dredged or fill material into Waters of the United States, and the transportation of dradgod material for the purpose of dumping it Into ocean wators. Routine Uses: Information provided on this form vA3 be used In evaluating the application for a permit. Disclosure: Disclosure of requested Inferlttatton is vviuntaryo If Information is not provided, however, the pamtit rpolieation cannot be proca«od nor cart is permit be issued. One set of original drawings ar good ropr•odueible oopirs which show the location and character of the prepared activity must be attached to this application (see sample drawings end instructions) and be submitted to the Dittdct Engineer having jurisdiction over the location of the proposes activity. An application that Is not completed in tall will be retumad. .----- ? -...... ? v.. nor cn,r-n nv ruc i•ilt?DGt 1, APPLICATION NO. 12. FIELD OFFICE CODE 3. DATE RECEIVED 14. DATE APPLICATION COMPLETED G. APPLICANT'S NAME North Carolina Department of Transportation 6. APPLICANT'S ADDRESS PO Box 25201 Raleigh, NC 27611- a. Residence b, t3usiness 919-733-3141 J, Mack Little 0. AGUIT'S ADDRESS PO Box 1448 Raleigh, NC a. Racidanca Oran APPROVAL NO. 0710.003 Expires October 1996 Little & Little 27602 b. l3u31neaa 919-821-5645 1 i STA ENT OF IJTi4ORIZ N I hereby authorize, J. Mack Little to act In my behalf as my agent in the prococcing of this, application and to furnish, upon request, supplemental Informllun in wvppiul of this pTit opplioation. DATE SIGNATURE , NAME, LOCATION AND D66CRIPTION ri;; PROJECT OR ACTIVITY 12. PROJECT NAME OR TITLE tsar Inrtn,odunat Northeaat Crook Parkway, SR 1308, from Cornwallis Road to Ellis Road 13, NAME OF WATEREODY, IF KNOWN fxwwwotwu Northeast Creek 15. LOCATION OF PROJECT Durham NC COUNTY STATE 14. PROJECT STREET ADDRESS ffl avokilA1.J N/A 1Q. OTHEftLOCATION SeelAtta?ched WLocation Map 17. DIRECTIONS TO THE SITE hairpin 26A: ±8001,south•of curve in SR 1951 between S. Alston Ave. and Cook Rd. (SR 1950) Crossing 14B•i, on SR 1951 approximately 550 fr. southwest of Cook Rd. Crossing 14C: on SK 1951 =1,650 ft. caot of Cook Rd. DITIO OF S?P 91 IS OBSU roponcnt: ENG FORM 4345, 0 94 • Z© 39Vd 3-111I-13111I-1 GZEZTE8616 80:V1 L66i/ET/80 r A fe,hnai) 113- Nature of Activity (D#xrVrrorralprWrcr, intvvt`4 See Attachment 19. Project Purpose ID&V ibf rh# nr." or purao" or for prolet4 as P4"K4)b47-4 Construction of Northeast Creek Parkway, to be built between 1 January 1998 and 31 December 1999. USE OCKS -72 ifr DR ED A n ritL fA UMAL in TO nF 015CHAnr;Fn 20. Reason(s) for Disc1131`93 Crossing of wetlands and tributary channels. 21. Type(s) of Material Being Discharged and the Amount of Each Typo n 4unio Yarda Engineered soil fill materials. Total fill is approximately 4,200 cu. yd. 22, surface Area in Acres of Wetlands or Other Waters Filed tma insr/Utrronv See Attachment 23, Is Any Portion of tha Work Already Complete? Yes _ No - XZX IF YES, DESCRIBE THE COMPLETED WORK 24. Addresses of AdJoining property Owners, Lessees, Etc., Whose Property Adjoins the Waterbodk (it more than can be entered here, please attach a supplemental list). See Attached'List 25, List of Other Gertincatlons or Approvola/Donfols Received from other Federal. State or Local AQCncies for Work Describod in This Application. AGENCY TYPE APPROVAL' IDENTIFICATION NUTABER DATE APPLIED DATE- APPROVED DATE DMED "Would include but is not restricted to zoning, bullplng and flood plain pormita 26. Application is hereby madn fo a permit or p its to authorize the work dascriood In 0115 app)icallon. f certify that the informotion in this application is • omplate an r a. !u r aortify that 1 poesess the authority to undertake the wor oscribed herein or am acting as the dul ?r agent of 9 7 l 4 DATE A., DA SIGNATURE QF APPLICANT TE 5IGNATUR OF AGENT The application must W signed by tho parson who desires to undert2ks the proposed activity (aPPlicant) or it may be signed by a duly authorized agent if the statement in block 11 has been filled but and signed, 18 U.S.C. Section 1001 provides tnat: Wboovpr, In any manner within tho jurlcdiction of any department or agency of tho United States knowingly and willfully falsifiat. contaals, or covers up any trick, scheme, or disguises a material fact or makes any false, fictitious or fraudulent statements or representations or makes or uses any false writing or document knowing samo to contain any falso, fictitious or fraudulent stuarrient3 or entry, shall be fined not more than 410,000 yr unprisonod not more than five years or both. • • •U,S.CrP0;1996.csa-n?aramta 60 , 39dd 3-L11I-I 111I-1 GZEZTE6616 813:bT L661/ET/80 Attachtnent for Form 33 CFR 325 Block 18 Nature of Activity The project consists of the grading a four and five lane road section and the comtruetion of a two lane road section. The construction iacludcs one (1) area of wetland to be filled and two (2) stream crossings. Total iinpactcd wetland area is approximately 4.39 acre. Fill material will be structured soil fill. Total fill material is approximately 4,200 cu, yds_ Stream crossings will include the construction of one (1) 8' x 6' reinforced concrete box culvert and two (2) 9' x 9' reinforced concrete box culverts. Work will be performed with the use of baekhoes, trackhocs, and similar grading equipment. Culverts will be placed with the use a crane. Bloc1t 22 Surface Areas of Wetlands or Other Waters Filled Area 26A is a small, flat area above a minor tributary to Northeast Creek:. Approximately 0.14 acre of wetland will be filled by trackhoe, backhoe, and other similar grading equipment. Area 14B is an existing road stream crossing that is being widened. The existing 60" corrugated metal pipe is being replaced by an 8' x 6' concrete box culvert. Impacted wetlands are limited to the actual channel. Total disturbed wetlands is approximately 0.09 acres. Backlwes, trackhoes, and similar grading equipment will be utilized. Area 14C is a stream crossing with wetland impacts of approximately 0.16 acres. Impacted wetlands are limited to the channel only. Two (2) 9' x 9' concrete box culverts will be installed at the crossing. Backhoes, trackhoes, and similar grading equipment will be utilized. ve 39Gd 3-111I-3111I-1 6Z£ZTE86T6 80:bT L661/ET/80 e Bloch 24 Adjoining Property Owners Carl R. Banks Tax Parcel 0 555-01-019 Saundra Banks A. Waynewitt PO Box 3095 Cary, NC 27519 Alston Avenue Baptist Church Tax Parcel # 555-01-017A c/o Trinity Baptist Church 2123 Soli Drive Durham, NC 27703 Glaxo Wellcome Inc. Tax Parcel 4568-02-001 3030 Cornwallis Road Tax Parcel 4568-02-002 Durham. NC 27709 Tax Parcel #568-02-003 Joven Group Six Tax Parcel #641-01-018 PO Box 2922 Tax Parcel #641-02-005 Durham, NC 27705 90 30Vd 3-111I-3111I1 GZEZTE8616 80:bT /-66T/ET/80 LITA h' L17'71IJ LEM R OE71%'.INSM117,1I. 7,o Mr . go 1,, -D u,r L-," n?1.?1IZESE???nL?•c}ou -!Ittticbed - Shop dravtings -Prints -Copy of letter -Change order Ct"Wn:c 1)1,77: l711:11'i. HII'SE ARE 71?,1NS,11117'EU cis cbech, ed below: or a proval -Approved as submitted or your use -Approved as noted -As requested -Returned for corrections - For review and comment - - FOR BIDS DUE 19 RE.,11z1RhS _ Resubmit copies for approval - Submit copies for distribution _ Return corrected prints PRINTS RETURNED AFTER LOAN TO US COP), TO If enclosures are not cis noted, kindly notifj, its tit once. SIGNED: T,\,t Y" I): 17I: 9. dL-9"1 .101;, 1'.1111ER 133-CPIS.L) l.Ii: ?UV? ?a cz S? Cf G? Underse/)cn•,itecorer Vin-.v?•L?1.1 -Plans -Samples -Specifications DESCRIPHON Qf?Cun.?rr?1??n 1J?I: Fc.a-ki nr ?? ? ??2c Fs L:1,VDSC:IPEIRC/1/7"ECTURE/1'L:1;A';V/,A'G 1.O.ROXI?I-18R,ILEIGI1,,N'OR771C:IROL1,A".127602 91)/821-5615 , . 1 Dru rD. CORPS AC:ION ID: NAT=ON"wiDE Pzm_' T RcQULS T=D (PROVIDE 2G+T=ON'w?Dc P_R TT Tr : J PRE-CONS TRUC`T'! ON NO'S IF IGam I ON APPT SCI 1 ON FOR INTIONFi=DE PE3Ix-ITS THAT P-EQUI-REE: 1) NCT- 2C1C_C:7 :J , C :R°S O£ c :G_T"=S 2) A2PLTCA=_ON :CR w.__C27 401 C=_-=C=_ON 3) C^•CT'm===CN n= NC D-SICN OF C.^..A =L 2 21AG<`I?' ORTG=;AM AND (1) COP'_' OF ?S G:?T..E=? :OBIS TO T`. A?PROP_??^_'r OE= (--7 or 1_ COR°S OF =*IG?v?'?S (S? AG`IC'? ADDFLSSLS Ste. T) . Sc`.TtY (7) COPIES SHOULD BE SZ.YT TO THE N.C. D;VISION OF 'ZV_RONI `IT2-I? I??J?G?=.YT (SF P_GZNCY PDORESSES ?T-ASB PRTNI T 1. OWW'RS NAME : North Carolina Department of Transportation r_DDRES PO Box 25201 CITY: Su3D_v=S=ON NA??r.. Raleigh ST:ME; NC Z_3 CODE: 27611 DOOjECT LOC 'T'T_ODT 3.DDRES, -NC' UD=NG SUSD-'v ' STON NA?` ( '' D R=vT F 7.0H FL_L_NG ;-DDRESS ABOVE) :_ bur am County, between Cornwallis Road and Ellis Road (see attached location map). 3. TELEPHONE NUMBER (F:CM-) : (WORK) : 4. ' I° AD PL=C_?DL AGENT' S NAHZ. OR RES_ ONST..LE CORPOR_1T_ OF. _C_??? 'ADDRESS, _E PPHONE NUMIBER• J. Mack Little Little & 1Little Landscape Architectur 1 anning PO Box 1448 Raleigh, NC 27602 919-821-5645 S. LOCrT_TON OF WORT{ (PROVIDE A F-1-0, P`_EF?P -BLY COPY OF USGS TO OG?= --C MRD OR AERI-aZ PHOTOGRAPHY WITH SCALE) COUNTY: Durham NE?REST TOWN OR CITY: Durham See Attached Location Map 1 I 1 SPEC_FT_C LOC_IT'T_ON. (INCLUDE ROAD NUMBERS, LA.NDLAAKS, ETC.) • Crossing 26A: t800 ft. south' of hairpin curve in SR 1951 between S. Alston Ave. & Cook Rd. (SR 1950) Crossing 14B: on SR 1951 approximately 550 ft. southwest of Cook Rd. Crossing 14C: On SR 1951 ± 1,650 ft. east of Cook Rd. ' 6. 111PACTED OR Na'A-RES1 R_rVER BAS-V: Cape Fear !a. IS PROJECT LOCH TED N'r.;t--? WATER CLASSIF=_.D :_S TROUT, T_DAI, SATE='WAT=ER (SA) , 'r.=G"ri QuAL Y WATERS (i:QFi) , OUTSTANDING F-7--SOURCE WATERS (ORW) , W: TER SUPPLY (WS OR WS-------)? YES ( ] NO (X?X I_ YES, EXPL _M-M: 7b. IS TH7 PROucCT_ LOC:-TED WITHIN A NORTH i=--ROL_TV?_ D=1=S=CN OF CC:5=_-2-j 2"-*T?GL_`?=.?1T 1LR7--;. OF . _V'4:RON2 1T?_. CONC=ERN (?.Z-C) ? X-ES ( ] NO [ X} xx !c. T_F THE PROJECT IS LOC:-=D WITHIN ? -CO?ZT?-Ll COUNTY (ST-7 PSG- ! FOR LIST OF COAST: T, COUNTIES) , W'r?T THE LAND USE PL:??T •(LUP) DES_CNAT_ON? Not Applicable 8a. r34L ARTY SECTION 404 PER_*I_=S BEEN PREVIOUSLY REQUESTED FOR USE ON T_t=S PROPERTY? YES ( ] NO (xjx YES, PROVIDE ACTT=ON I.D. NUF-EE.. OF PREVIOUS PERMIT ',*TD W ?DDIT_CN_ L :NrOR.M?T__ON (_NCT_,UDL P :C-CC0 Or 40? CERTIFICATION): Areas previously delineated and filled under 1989 Manual _ criteria would not have been considered wetlands based on cdrrent.(1987.).ctiteria.. 8b. ARE ADDITIONAL PERMIT_ R QGESTS EXPECTED FOR THIS PROPERTY IN T1-7- YES ( ] NO (xAx -- YES, DESCRIBE rNTIC-TT?3TED WORK: 9a. ESTIMATED TOTAL NUMBER OF ACRES IN TRACT OF LAND: ± 26 acres 9b. ESTIMATED TOTILL NM-DER OF ACRES OF WETLANDS LOC_3TED ON PRO,7ECT S 0.39 acres Northeast, Creek 2 CRES OE WZTI,,%MS nIPACTED BY THE* PROPOSED PROJECT BY: 10a. NU1 ER OF c _LLZNG : 0:39 EXC_? VATION : F-LICO D ING : DRPMMI-GE: OTHER: 0.39 ac. TOTAL A=RES TO BE I»aC7Z_T3: BE (1) STRE_'L C ?NNL:+ TO BE MiPACTED BY THE PROPOSED PROJECT (_= .p_-Lcc_3T_D, RR0VTD 4Br- 170 f t3OZY BE- ORE i?JD AF 1.? B OG140 f t. L:-'7GTfi BEFORE: 14C: 165 ft. FT A=TZR: 14C: 155 ft. FT 14B: 9-14 ft. WIDTHE BEFORE (based on no=a? high wata= eonto=s) . 14C:_ 23-31 ft. . FT 14B: 8 ft. 14C: 18 ft. 6-:MTr =TER: 14B: 60 inches 14B: 72 inches AV_?`?GL. DE?'*Y BEFORE: 14C: 9 ft. FT . 1ITZR: 144- 9 fr 'T (Z) c^_R==u C;-aNNEL IM?'-CTS HIS!, R°GU-_ =RCM: (C:.=C? ? TH:--T _?:_') 02E_`t C??NNzL RE?OC=_-ON: °I:AC =--x_z-_N: 0F 2=?E IN. CH NNI E L. xxxx C•_a_NNZL EXCAW-TION• CONSTRUCTION OF A D?`1/FZCODrNG: ' OT_.T. R: I^ A. POND =S. PROPOSED, W _T IS THE S=ZE OF 11. CONS_RUCT_ION OF • - ,:.RSc+D DRF -*iZNG TO T.:_...POND? Not Annlicable W?_ .. W- aT 1S THE =- CP_CTED POND SURF CT t?:r..?? Not Appl?r?bl 12 DESCRI°TION OF PROPOSED FORK INCLUDING D=SC-SSiON Or TYPE O: t_°.C ANTC:, EQU= MENT TO BE USED (FTTAC PE??JS: 8 1/2" X 11^ DR?W=NGS ONLY)• Grade four and five lane sections. Construct two lane section. Backhoes, pans and haul trucks will be used for. construction. See Attachment. 13. PUP-POSE OF PROPOSED WORK: Construction of Northeast Creek Parkway. 3 w r T S BELI?JED THAT TL-'-S ACTV_Y MUST BE C.?R_RIED 14 , STATE RE:SONS wr. -- T ?1D OUT Zn- WETLANDS . (=NCLUDE !I-NY 1EAS R.-.S T -i `- TO L-r' _NIMM.£ `DACTS) Proposed roadwa crosses tributaries are for crossing only. Crossings are being made Perpendicular perpendicular to channels to minimize imp acts. ro of wetlands. TO CON'?'AC'_ TF: E U.S?'L_SH AND -,LDL_ - SERVICE 15. YOU A_RE R UIRED - --5 e 3V=C (NY--;:.S) (SR= AGENCY (IIScriS) AND/OR NA.T_ONP? a-AR-NE c L*1G THE PRSSc.*1C OF P*1`! zEDLR•a_.:,Y _T?=ST D OR RES S c-.S SHE, R ARD S ° _ - _ _ =C? T F=?=IT' - ' DD SED FOR T,-STING E;t?r; D; RE:) OR TH- ENED S OR C -_- 7N T C? -__.__ED BY THE DROPOSLD PROJECT. Dt?TE .N THE PE: = ? ?= TH_ T F- B- See Attachments R=S?ONSES CONT ACTED F --,CH THZ- sz c? GZNC__S .) - 16. YOQ ?R R:.QG-R=D TJ cONT _CT THE = !'--STOR-O Or.T CSR (S.:O) (SLE G .NC`! :-DDRESSLS S.`:.=) THE PRE S N. C= O= r?STOR_C Svr.=C i? == AT TED BY THE PRO?OS-.J H FE PROP_RT=DS Z-2-4 THE PROJECT. DF_E CONTACTED: A?tnrhmnuv . . . TJ:. rN r `??:VD_TGRE OF PGBi _C -j_ NDS OR T . r USE O- 17 . DO ES T' PROJECT I?dVOL PUBLIC (ST_ '"E) AND? YES. j$x NO [] (?? NO, GO TO 18) a. `'-rS, DOES T...:. PROJECT R_QQ_RE DREp.R.Rr?T_ON O= ;UNT wy'V_RONY-F-i_ L DOC"2ME-NT PURSuZ-NT TO THE OF THE- NORTH C?=tOLTN?_ 7 'Tt/=RON}=:TT3TPOLICY ACT? YES f-Ixx NO [ _ -?Z ED THROUGH T E NORTH C??OLMT- b DOCUME- TT_ BEEN EN R::v ^R:i'_ON ,..Z.; R:NCOQSL? J...rIZ.V DE??RT`•?"?TT OF c YES [-Ixx NO [ J ?? ?.NSwLR TO 17b IS YES, THEN SUBMIT A?ROE?R:-A DOCIIt??"`iTT ATION P1Or*_ TFs% STAT CLE?RI?*TGiiOUSE. TO DiJISICN OF Fr.*NIRONI?NT_,L 2L'NaGFtyGiTtDLNG CCNvr,raNCE W_TH THZ- NORTH C;ROLINA -L*TVIRCNY--Z- NT L POLICY r?CT. See Attached QQES-ONS R::GrRD=NG THE STATE Ci+t-7-R_-NGaCUSZ R--V-Zn PROC SS SrOULD BE DIRECTED TO VS. C RYS B?C -,TT, DT-RECTOR STATE CLc?RINGHOQSE, NORTH CAROLINA DEP?RTYZNT Or ADL??T-STR_T_ON, 110' WEST JONES STREET, RALEIGH-, NORTH C.;ROLLNTA 27603-8003, TELE?HONE (919) 733-6369. 4 18. THE FOLLOLvrVG ITEMS SHOULD BE INCLUDED WITH THIS A.? rjC:?'T_0 PROPOSED CT='TTY INVOLVES THE DISC ?RGE OF EXC?VdTED.OR _7LL HAZER_aT? INTO WET-r NDS : tvE=L?ND DF_!ZNZ;TION LAD SHOWING ALL FiETL2NDS, S:RZ_?.MS, L?Kc.S PND PONDS ON THE PROPERTY (FOR NATIONWIDE PERY-_TT NUMBERS 14, 18, 21, 25, 29, AND 38). . L STRL-,7)--S ( TTEcZ2?ST_:r_.YT AND PER1--111TENT) ON PROPERTY Mf ST BE Si:OW-N ON THE 2-mD. A-0 SC: ES SHOULD BE 1 ?1C EQUALS SO t?ET OR 1 INCH EQUALS 100 _=_ET OR THEIR EQII7,v-7Lr `IT. b. __ A V?=?.?DLE, REPRESZNT___T-VZ PHOTOG'itP?H OF WLi_T:c'1DS TO BE Mi x-P CTED BY • PROJECT . - - - - c. DELZINE:kTION FiAS PERFORMED BY A CONSULT?NT, INCLUDE ALL DF_ SHEETS R-ELZV -NT TO THE PLAC- _fz-NT OF THE DELliE7l-T2:CN L-TN E. d. ATT.C. A COP`! OF TH-7 STORf_riATE_R L???Zr?C?v"_' P*,V-ld __ REQUIRED. e. Wr?T IS L22ND USE OF SURROUND71- G PROPERTY' Industrial, residential, undeveloped. __ ??? ,IC?=LE, Wr?_ _S PROPOSED METHOD OF SE G= 3=S20S?r,? Not applicable 9. SIGNED :ND DA=ED A GE:ZT AUT ORIZAT?ON LLT=__°R, __ :_P_,IC_3LE. NOT_.': WZTL11.1SDS OR WAT7-.S OF TRH U.S. Y-A6Y NOT E I_3-!p=.CTrD POOR TO. 1) . _SSUANC OF A SZCTICN 4 04 CORPS OF• ENG1NZ ERS _ _ZT, 2) =T R T-'--= 1SSUZANC OR WAVER OF A 401 D:vtJ_CN OF NYIR0N1-ENT%L 2- ANAG EZNT (WA=- -- QUALITY) C R= IC;?.TION, AND :3 (?7 ZT- CQA.Sm -r coUy =z'--S OTT.L=') , A I. TT =---I QOM T= NORTH CAROLINA D-LV=SION OF. COASTAL 2rNe'a.GLZ 'NT ST_3.T=NG T=* P-ROPOSED ACTIVITY: _S CONSISTENT W-1- THE TFv NORTH CAROLINA COASTAL V_ANAC_Z.1t-_-N-j PROGRAY1. c.R'S/P_GENT`S SIGNATURE DL EE (AGENT'S SIGNATURE WMID ONLY IF AUTH0R_ZPTION LETTER FROM THE OWNER IS PROVIDED (18g.) ) 5 11 a i ii i? 1 ..-._. . _.?..., ..... _ r r tu. oa.. 1 r t C«l Re - 44APCL p 'NOILOw are v ST A• st Qu 1 tU l llam i . •e < a ? 1 ? ' bilged t ? « Oak Geow v_ ? < MAC L O C3?R4 y F H. c- p•,. G....f TT 4ci a? F? ?i4 C._.. C.R I (n I / 1 tt? Z +, sH 0 / • f s ev 1 YL x I v ? w ` 14 c Kc<ne e < _ ?? i 6cthesQa tit O t ? RO. p t0. t cr. 4t W few (SEARCH Y 9 CON rawy. ST ?c '-`? •• ?`? DurhomTech • ?A ; <` _ z ,• .? © coma) Coll I. 10 -9 U ,..• 0 Pafti.ooa LO V E ';?• _' ; s`p~ Rp • "'?r' } ao R D . 14 a_u? , to G • i ? (AttGLE ? ? ?< ?p N ,;SIAM _?? ; •? ??? ARKW 1 o^I ~`t t t'-n Proloct Limits / S ui c 10 i / CAft?lMiCR (,•ifQ<M1t<t . 1? • • Few Z / I' ci copy R• o N NORTHEAST CREEK Fguro PROJECT LOCATION MAP PARKWAY REFERENCES p,= "K alb ra saT "m ?ooc IT 1.C ew MID aooC I.N r.Gt txa pnD Loot r.u KID boot I I" r-" "41 tw Km p-c Illt rP"c ' r a® b 1x14 tw uT Bt4 P-M sta r u 000C [ I'11 r I" PLAT To x Ir ?." . Iw PLAT !00[ Ia Fag 102 r"T 11000 103 PK = PLAT O-C Il a 10 a " 130 4 PLAT !00[ r P• 4 M IT 000Z P?4 go TII kAr a!• TIC Wr atR T.S wP W tax fur sn N/r IAI= L `. TYNXZ ` OB 3" rG W 1 I JLRRY P. IIO"3=N I DO 1341 PC zl -- fil Into. JOSV68 DO 34 PG 35 NCDOT WETLANDS CROSSINGS FOR TIE NORTHEAST CREEK PARKWAY TRANOLE TOVOC @'. DURHAM COUNTY. KC. [ { f4%,t NO IFS.. - - - k LZCX" ?? ?/ \ / .cave wa ..t M11 JOVGN GROUP Six DO 1339 PC Of NIr JOVLN CROUP ce 1339 PC 959 c t^ 11 ? a i Ja124 D. k I t IUCIIS. J. BAUCOM I PC l 21ez ( O'.oroaa9 rwrat.rt r.ti..T a./tl 1 ~ rwe .n DPB TO PC t!-? I C, f..ml .cv.o1 ` ? ? ? ?,fiots3"'J'1]P 1 1 ?? J/ 4On 1 1 GLlX0 I 1 1 TY 568-02-00 1 1 /+ I 1 GLkXo I 1 TM 641-01-017 1. lu.. 1 ?1 I l•M,L i GLUCO 1 1 I ee TM 566-02-002 I z l i 1 r -y r r O+oro® roirm"? ca= ?.at..T am 1- - _ _ S I -JTc .I I GWCO kl I - i I TM 568-02-012 I Ir r 1 w t+.[ M ..t V0A K VKHa / /? I 1• I l r?+l I I •"tr -- G1dZo ; TY 588-02-o06 ? I ,Y M 15" I rc uz «?\ / I •' GLIXO ' ` I TM 568-02-001 - - I RNT'rf TTtTT Or NORM CLROLDtt r •t? Al. DO 407 M ?t3 , •? sI? re Tb PG 72 4• •Y T w r -"I ! DUPONT D[ MOUR4 A CO. a ...... D 1141. PC 490 104 PG 101 r..r. ?rr•.?...? ?.?..`?:. I .._ ....__..... I .s = C ?. ... ....?.....-.... ? ova rot= a Oo1QaxT 1 _ ,}...??? - ..... •- DO 1559 PG 394 13?]B tUlivM FPO" :t . 1 a ci?i??4? ter. ?ATA FORM RauT1NE NyE LAND DETERMINATION (1987 COE Wadzcl& Oalinaation Manuall DaM: FrojactoWi _/e?-r-?-". I-G ?'' R h " ?c -Y?tr>?r Fv.?. 83i County: gMH74-.M Appticant(Ownar.• M I--, r--) - Scam: lnvastfQatoc 4 M Q Z i 7Tt- ?No community IO• Oo Non=( a?unutancas axist on the site? -• 0: 10: is iha sita aicnific andy d'tsYUCbed (Atypi l 5tciation)? Yes Trzn:sccz is tha ama a potential Pmblam Areal Yes o Ptot !O: " "veer (If maded. =lain on raversa.) vEGETATION rn?ca a. Qa„inartt Name SC7 A. cxGrn??? vF tJ'Sl3 +R C''k/ 7. lf?G?tT/?tr3 e -A 8. aminant Qtant SAeciei StretVm Tnd{eatA? 9. 10. IZ . 13. 14. 1Q. -. Perceat of Oca•.taat Sped" that am CU. FACN cr FAC tcxcittCictc FACa. - . Raraariu: - HYDROLOGY i ? Jam' R.c atv'.d oat. p]ascnb. to Rcmariu?: W.dec+d tfydcOlQV tndc4tora: ..... -Ztr.aclt• Mica, ct 1M. G4uQ4 Pzunary lr4c4ccnr- Uw 4144 Mdet ptsot M _ ...r st•d to Upp•t l2 tnch- Qth4r _'?t1a RscccQ.d Osta Avad+6l. w4or Mck4 ?Oritt Un- .f'.dlcri•nt 0•posita .insQ. Paa.me in Wedsada Ft41d M44r4wdoaa: 5."Z.ry k14tc4toca (Z or mor. rs4uir.ai: Al A- anJ . ,c-x4z*d Root qunneta to upper 12 !riches Depth cf s?ufaca Watst: ac:c SWn•d UWW-4i ?? tTr1.1 ?•,,,LOCSt S4 Survey Oats Depth to Fce. W.tu En Pit: -FAC-Nw4tr4 Teat • , Qtri4r ?slrt tct Rsc:lscScst Depth to s4twxtod so3: L •/? . R.rtl4dcs: .. r KU%k SOILS Map Unit N.m. /1 4 p?in•Q. Ga..: „[ 1 PL ?-? D (S<d« and Plu441• {= Rid abaa?rscan. • LoA M ccaam, lvtaoo.d TYP42 Ya. t1a Taxanamy (Subcrcucl: _ 5A pro(ti4 Qe?eri4dan? '? T.ztur.. Canat.ciea.. O.pth Matrix Ca{af Mctd. Cala" .. Mod. hms (MctmeM Moiic} Abund e?ceK' crei( SrrtfcrvM ere.-- r.c w. Hart;on - .. ./2'' ? S • GREY 1?-vcv ? . -- - t . - ----------- K}?irta SoA tc?dlcata.": - ? • » t{IQh -c rr4;Ar•?j?C[cf,?4?ctu}?atSIn suddcA Lsy*c In candy Sa;< lut?Q sedan . _r(kra.cda SU.? nto --IY. Jax< • • f ?ui6CSo?daf ustod on LaCaIUVdda SCU tl" Acmd Moiatuto Rio _ Ltstcd cn itadoaat HY&ia Soa< List - 1 odcsrnQ cac?Qdans _ 0th.f {6 R1 , ?iGfsY.d of Lnvr-Ctuocsu Cola" - I Ric:urka: :. .. WETLAND DETE it MINAMON No (Qrc(al ' tydropt tic (drelal Y.pet dOn PM.ait? Wd? }{Ydrx4c%Pr...nt7 No HYdt(a Sa+?o P"r.:.ntT ? Na Is Cd. S.ropQnQ Plat ktihd;n a WqdandT (2?5 NO ^gp'"oa oY rttlu ?n..c, w.,? t . FROtt 'i . .l r . RamatScs: DATA FORM RatMNE WE LAND DETERMINATION ' (1987 COE Wattaads Oalineation Manuall ,??K AcKcu ?NcVoIr b?ljA Oata: ProiacslSlta: ?o,? c7' Gs? '?`? ? / 1 County: -rD? f a t 4•l?l-t AppilcarlrlO?ivitor. Nebo i J State: 1??? L. Invastipata?• 1?•?-? L' ?? - on No community l0• Oo Noc:rtai Clccumstaacas toast the scm? •' ? Transect t0• ? _ Is the sita sicnifieandy disturbed (ArIPI=1 Situation)? Yes ® Is the ama a potential Problem Area?' Yes Flat 10: - "L2 up (If neaded. axolaia on raversa.) .' VEGETATI N f • Scret?r<*± fndento? Qe,?,;t,??c Pienc Soac? i.FQ I-tip 4?Q c?T?t?l ? --Pic E s. l Jf2 vJn? S. l1cr`)M R t9H ?' -.-C-- Av?t 6. Aim pur • 7. V-4 IWI UH FGLJQ7Tll- suav ?CA??'!' Patent d CCn-:nant Spades tint art act.. FACN at FAC (oxciudcW FAC-1. Rattsatics: . L7em:?wrr( Ptent Soec+ei StretVm lndicato? s. • lt?Rrx ?i?5 RFP_oN?? ?.. 14 1s ,4}O Yo HYDROLOGY • W.dand Hydto{oGY tndutats: QOIJ Raeatdod Oats (DaaCr;bo in Rematkst: FcicnarY 104cuara: Zavsau Lake. ar'Tide Gaups Itxtndatod ? -Aadal Fhot Cwh4 `l Saturatod to Uppor 12 lachot athar - ? t(a RacocQad Osta IlvaTab{a -'water Marks ? Orili LIsHO 1 SodGnattit Ospodts Oraina?o Faaama In Wedsnda Field CbaaNatSans: G.cartd.ty t Zwors (2 of mote "quirodl: tnchae Qz&zod Rant channa{a In Upp 12 04pth of sudact Watsr:? ?Wttoc•Stalnad l eaves ' 1? lIn 1 Lac--i S03 survey Oats . Depth tra Fret Water In Pit: FAC44*=d Ta*t 1 ?l ?C COO Opt in in Rsmaciut . 0opth to Saturaud sal: . SOILS OratnaQs Gala: S1 PL •d-N 17 Map Unit N4(n4 (Salo. and Phas•1: /ti / • ??¢?/PY ? t=i•ld 05a4cvatr13tu • Conficm Maop•d TYG?? ® t1o TazonamY tsubQtcuol:? AY Pro(tiQ Oe?Gr*vda?'• ;•;:.?.: ? _` _°• • • MaC1• ,. T•XCttr•. Cancr•dans. • c4pttt Matcix Cota? - t44attt. Cataa . Strcrctcrro ece." ' Mi?efr Morn1 SN,luMetl Mai?rt Abunder+cerC?crt?t' rK e. ort on i . L, -5y?i4 ------------ . Hydr(C Sot! tc?dlc:tars:.?? ONE ?. -; _. . -.. ..:1 . i{rsmsct -• ?Caocr•dona ? - _ to sur(444 tgrt in Z4cbdYsax. >•{tadQ'?h?a'ron _ac ado Strss0y SovTs . ?Su2Adia t.6or t oed HYdda Co3s Cut - ,_,,,? Aqute MoissLtt. R•pm• (Ssiod an ?d an Lood t t{yCria Sods Cut . Radudnq Cac+dttans -athsr -Gteyed or Lovt chtoma Colon Ranuckv WETLAND DErmmtmmou i ?. ? (Ckdof Y fs al tydrophjrtio YaQaudoa t 7 Is tht• 3«npCc*Q PointVYttin 4Wdandl Yas Ho W.dam Hydrology F"ta cl Y., HyddcSoAe P es•ntl ftoffuwiw. ^pprovao UY FRot1 - r • i i i ? . •. DATA FORM RatMNE WETUrro OETEi1M1NAnON . (1,987 COE Wetlands Oatinaation Manuall PraiacifSita: df ` GRF?iC laRKw?s'??c/?w p/'a?#?u- Data: o?i i r ?-? r 2e 3 ?, CCUnty: _ D /I Appkant[OWnar-* 11CA2017 - Stara: (`1 e Invastfpator.? !A MA2?- Z '7r4 - No community (0. Oo Nonnal Cvcuzzutaneas exist on tfta sitz?l No Transect (O: ts the sita siQnitieantty d'iszurt?ed (azYPit 5tuatzonl7 (12) Prot !0: c?u,? a_?. C= f is tha aura a p=ntiat Problem Area? yes (if needed, explain on ravarsa-) YEGir! A 1 iUi`? 12om;nertt Nenf 5 ec?2 .Sr?ret?if^?? ?^?Crto? s.?1 w, PFA' ;5 ViA?A AP 1 1 1 F?. 7•. is A4.y/Ff?t-t? 5CE 4s 11 B.G.a RYA- F,4c-" J70m;n"r Plent Species Stromm tndtcator s. Lo?rGElta. Japo?tGt. Ui?E.'-' 110 13. Vs a Potato at aoni"nt spatxss that era 00FAGW cr FAC (axciuQaQ FAV. Remarks: - HYDRCCCGY Recorded Oeto (Otserb? ? Remacksl: _:S"w t. Lake. cc Zida G*ug o McW PtrotoQ?phs ""•' Qthat . ?2!a Recorded Osta 1lva?M' S41d Cbaarvad,*= Oapth of s4Uf4ca Water: A, CapthtoFra•Waattnfic ly Qrt3 it aapttt to Satsmttsd Sea: Ramacicc: a Wadand t fydroto0y (ndkatcts; ?-l (D ' Primary L-4CACnrr. (twndatad -^sewated In upper 12 tn--h- Watar Mcrks Oritt Una Sodknant 04pocits ^Ors!cw,;• Fattama in WedaMs S.candaty ttidtcatocs (2 or ntare raqu(ad1-- lrchaa (3x4zad Ract C;unnaa in UPP ?W<tar5tsirisd Latws ^L=J- Z4 survey Oats FAC-Uwjm ! Taat Qthar ([-xpt41a in Rcmarks) J^ cgoct ' '50lLS • ,V ??.,b -? ,.$ = CrG Gtz?EVI?E S.cl?,oc! L.aot+ Map URIC Nana OrsinaQa Gala: - (Sai{aa and F{ucal• ?• Fi.td abaacvauaR: b c« c C4n L .._,e-?V ficm Maogad Tyvd? as TiYoncmy (SubQrcual. Proftly C;lcez lan- -'' Y - TaXtura. Coaeradana. Maccvc Cc{ct Mccdo CO{crs Modt - ?aP? ucneM Moiect ISbemder.c•e+r-?<*e?( • Strtfettt.e ete. f,c /o YR lv Q- ! ?Y '88_ f ?B Lo.a?Y :i, IJA- c ------------ .Hyddo SoQ {Rdtc:tars: 71o?E ' ... - _S-{(stosc{ • ?Concradans •• . liIstie C--ZveCon _ ^M,p,.tt drQaruua?tC,fo?atcnc {-n?S}c?cc•!au L,aY+? Ia SacxfY Saxa , ? - • ic-dar ^- ustod on Locd t fydda Scat {1st Mcit=o Rat ?umd ca ludocut Hydria SQU List RtduccRQ Cocxiidans -' dCc.C (i«n Sa Rai cc Lary-Ctuonu Catoca - _. Ramarics: WETLAND U-1 MINAMON ?? ?a? - (C1Kial )tydrophfdc Yapautton Prassrit? WadaRd tt de a aQy Praaant? Yct t2da S.mov Q PointwNtNn a Wationd? Yat Hydzic Salt Pasant? Y44 O ' RaCiLifSC.a: V V R 1 b 27IGT'10 t-?.•i.? ?E'4-.5 L3 ?- L ?5 1?.Q ?...a_.TE.cc? p,?? v fi TO i? o F ?q.?K TD TOP O G' E .? ? !? w ITH J? o ?C..D?I/S?/'•r'i- -? 7-tf•G srv ?y - a-??a W E 7' loo.-N 5 w l f t? II-? FR0t1 ' SOILS ` Map Uctit tQsm< ,1 G / AT?? f K/QGI?C o Ocaia<Q< Gts<: /lS ? 1 L (S<d« 4M Pha441• C- r Tito ah<scvaunas - Canfirttt Maatl.d TYpi7 Ya< t1a L o?M T<xoaomY (SuScrcuol: SaNb _ .. Pr.,fTte Oe?c?Qder.; x Taxiut<. Caaccaciaa<. Maccix Caton Maeda WJcs Mat?< Scrvcnxe ece. ?<P? - rmirM M??A Abundo<?ceK?rtmeTC roc e• Ftort?on _ '?tw.....,.tf Meticl f? - 1 ..? .. A-f 3' AYR. 3 a IlodE Y - K??Q san t?t?<tan: Note Msmsct Cancradaas ar to S4rdy Scx< . In surf<u Lay • . MQti dccania Castsat Ks do E;iPadact - '?ac3a:,crs.i3c+Otn:5-1y.5112< JIStnQG lC40t ?rUS(4*d an Locd tW-dc SOU LTIL Aqutd mcit"v R < t tstod ca t4<6ccul HYI:!aa S'OUA Ust 1 ReducaQ Ccc4docts dth.f tt i«n is R-n- k•• l _Gt<y.d at taw-Cluncru Cdaca _.. Ramada: WETLAND OUiMINAMON ?;ydreP?a Yecotadaa pra«tit7 a Wadand }{YdtotaQy t'r<s<st7 Yn Is t:ds S«nOtcW Poic+tYftfiie o W.dand7 Ys< No ttydrta SaII< Pn:<ntl Y.s 7- I..,* A-Aa;6-t 1 7a '['t?P ot= Aar.ltc - w rrrt *So ab?a?c2?-?7' ?e?Tu?N1?s. ?TMi+-' FROM 'i . ri - 1 s DATA FORM ROtMNR WETLAM0 OEIERMINATION (1987 COE Wetlands 001ineation Manuall FJfOieCIlSILII: NaRT1f?tE!`K Pi?ttiwa Y (1?!'IXlf PtiG?1Cl?? Data: Appffca d0waar. ?ISL? r `f•- _ CC te: . L . (rlvostfQatar. , ? M/ GK L-/ ? Scam: 00 N0rmat Cfrcun'm= as exist art the Site? as No Cammunity f0; to the situ SiQnific=dy disturbed (Atypical Situation!? Yes Transeez 10: i is tf1Q ama a patentiat Problem Area? Yes Ptat f0: G 1l?c=?- ??,4 ?' (If needed, explain Cn favarsa-) Ytuc?r??wc? ??iAe? went $(7etie! $r'fati1f71 In?Gefof ?Om.nein( P1e?f $A wtiC1 $tIe CVT tnd{CatOf . f? Fot T?3c?'• ? 3. Go R ?vuS F[.c??t ? per- eft P 4? -!'1 ' / !. FQ4 vs G R a.u?f - _ Z1?Ft r ??,,1 DR41'?1 . av, ?? F? to. ? ?/Fo?ia UuoE.c ?F? 24. [S. F,a?, uS 4gN . _ 15. 8.vr/? 14. Psresmt of Dominant Spades that are CGL. FACN cc FAC 2g! 3% Iaxcfuersc FAC-1. Remarks: • ri T u tAu Lxj -2 1 - • Rscotdad Oats (t]sscr:bo In Rcmariul: Wsdsctid }{yCcoto?y ImQcittota: t{ar?E - Ztm to Like. cr?ide Gauge Primary Iladal PhataQtzphs k?undacad Satw tad In Upper 12 Inches Other v!!u Racacdsd Osu Aw2abls Wetar Medcs ? - Otitt Lines -_'$*dun*mt Oepoeits w-criusaC. Panama In WedaMs Field Cbsetvations: S.cattidety tr.diuoocs m or mote raqulr.dl: Q Qn 1 a .d Root Chsmnsls In Upper 12 Inches ^ . Depth of Sudaco Waut. Watao•SWa*d LAC"i Oapth to Fran Vitt-It In }pit: 11.4 Qr14 L44:a sa Survey Oats FAC-Itats 4 Tast 310 ?? Qcs 1 Omer MEPULct kt flea arks, Dapttt Lo Saturated Sad: •? Rsrttsck.>~ - . i . .j N I I ?. o I? ? I ,I I . I l 1 I I I I I I 0 a .? ? f o I o ' ?.. i o i I i i a I? i? I? } l of ?r N ,7 N I I 0 a U I ?? ?I r I .? I p ?? i? I? I I? i? I? to ?o i i I i I 1 t ' N 1 ? co 1 + 1 1 IL ca 5 (0 r I ' ( ?' .n- m f I 1 L I O C! a 00 U" old 09* Z-L+Lg vis + a) co /2 - I ab E r I 1 i ° 1 + ° \? y? I , f g of ' 1 Lq °+.- ° ; 1 09 + + C o ul 1+ I ? ? I ' ' U 14 12 1 0 ' + 26 1 1 LL. / f tn O / n? O $ + / Lr5 0 O ! 09+ r ` + to - Z-- SNV21 '038 SNV I ?? \\ r? ?' ; Z0. E 2l1 aN3 ? ° b ° \ U U U- o ! in i s to ° 99'L +L-k-) ?? s o `° + ?? f ° ?- W W+ ° M F E ° / Q t 1 ? a•5? Zd UI c y 1 k? 1 1 ? ,y 1 1? u1N a ?y vl 1 s _I 'i J W I a w . ? a ao o 1 . 1 •o c N r ? ?Z6d-S?.i -f • ? N •I 1 ? I U v t 1 1 ?r ,I 1 W + .I I 1 ? t ?- I U Z 1 Q 1 Q t ? 1 ? 1?- o Y I I Z ? 7 1 ?'' ts? I • ° 3 ` o` W I ? i?rn 1 I m? z t I t I ter) 1 I cflo k?`? I k o /. • ? o I . ?i .. y8 . U A . Z? ,yl VIA un a \ ra + U Q6• 1 D k I I N LO I 00 N . -q- ?'' I r? T A- %J N + I I t w f--- LLJ I ! I In ? ? I I i ! j ~ ? o> zQ I 3 z I. I. I I <o co Co. I ! ?i I- m N Z I . Q}- ? ?I ? I I I I ?W00 Q co w + z I ! I c? I tr) r- 1 I W I i- `? w Z W_ Q Q I ! I N LL) Li U? >o, > w I ( I I 1 3 I I I . - • 1 •: Lo to E I w? e --3 CO V) E1 o I ? ? SS ASOAS GROUND $ o 34d - ? = TANK In o o. + „o F l Q+? I o • w ? I I I I r + I I it o ' I I I I?-00 + . M I z ?. I I ( I w cn w - --- ` 1 = I t cn ? w I ? JI + r ? I t I• I I I I ? ?, 1 w l l I ?? I !, I LL. s`ss ?f 18 , North Carolina Department of Administration James B. Hunt. Jr., Govemor Katie G. Dorsca? Sc ?4 November 14, 1996 Mr. Whit Webb rw (? C?' >g}r? ???? N.C. Department of. Transportation Program Development Branch Transportation Building l 8 ±196 ?? Raleigh, North Carolina 27603 j ,PR0- J EC; MANAGSIM I E N I Dear Mr. Webb: ?---' Re: SCH File K97-E-4220-0215; EA/FONSI - Proposed Construction of the Northeast Creek Parkway from Cornwallis Road to Ellis Road in Durham, NC; TIP #2831A The above referenced environmental impact information has bccn reviewed through the State Clearinghouse under the provisions of the North Carolina Environmental Policy Act. Attached to this letter are comments made by agencies in the course of this review. Because of the nature of the comments, it has been determined that no further State Clearinghouse review action on your part is needed for compliance with the North Carolina Environmental Policy Act. The attached comments should be taken into consideration in project development. Best regards. Sincerely, a4 qw 61-1? Ms. Chrys Baggett; Director State Clearinghouse CB/jf Attachments NOV 2 0 1996 cc: Region J 116 West )ones Street • Raleigh, North Carolina 27603.8003 • Telephone 919.733-7232 State Courier 51-01.00 An Equal Opportunity/ Affirmativc AcIion Employer United States. Department of the Interior. FISH AND WILDLIFE SERVICE Ecological Services Post Office Box 53726 Raleigh, North Carolina 27636-3726 Hr. H. Franklin Vick Planning and Environmental Branch N.C. Division of Highways P.O. Box 25201 NC 27611 May 24, 199 q TAKE PPJDE IN AMEM o? a ?G E ! VF 0 O 'MAY 2 6 1995` r DIVISION OF Q? ?0Cf HIGHWAYS ? F?'1RONt?? Rale??sh, nding Subject: State Environmental Assessment/Fi of No significant impact for Northeast Creek Parkway, Durham County, North Carolina, TIP No. U-2831A i 11 Dear Hr. Vick: This responds to your letter of April 71 1995 requesting information from the U. S. Fish and Wildlife Service (Service) on evaluating the poential environmental impacts of thero over Terence ance,with provisionsrofpthe1Fish and Wig information and is pr as amended (16 U.S.C. 661-667d) and Section 7 and Wildlife Coordination Act, of the Endangered Species Act of 1973 (16 U.S.C. 1531-1543). Preliminary planning by the North Carolina Department of Transportation (14CDOT) calls for the construction of theprortheaslyCreekmi rkwayThecproposed Cornwallis Road Ellis, project P some of which will follow existing project is divided ed into five sections, roads. Actual work within the sections includes construction of two lanes, grading to facilitate future construction, and none. The Service's review of any environmental document would be greatly facilitated if it contained the following information: • ting and 1.: A description of the fishery and wildlife resources within existing required additional right-of-way and any areas, such as borro areas, which may be affected directly or indirectly by the proposed project. 2•. A 1-; zt and acreage of the wetland typos which will be impacted. Wetland • types should follow tThiselistdshouldlalsotgive'themac?eagdofaeachal Wetlands Inventory. wetland type to be affected by the project as determined by the Federal Manual for Identif in and Delineating Jurisdictional Wetlands. which will stgreamgchannels 3. Engineering techniques constructing any any along with the linear feet of any water courses to be relocated. es of u land areas and the acreage of each type which would 4. The cover typ p be impacted by the proposed project. 5. Mitigation measures which will be employed to avoid, eliminate, reduce, or compensate for habitat value losses associated with the project. These measures should include plans for replacing unavoidable wetland losses. 6. The environmental impacts which are likely to occur after construction as a direct result of the proposed project (secondary impacts) and an assessment of the extent to which the proposed project will add to similar environmental impacts produced by other, completed projects in the area (cumulative impacts). The attached page identifies the Federally-listed endangered, threatened, and candidate species which occur in Wake County. The should the the O environmental document regarding protected p following information: 1. A review of the literature and other information; 2. A description of any listed species or critical habitat that may be affected by the action; 3. ?.n analysis of the "effect of the action", as defined by CFR 402.02, on the species and habitat including consideration of direct, indirect, cumulative effects, and the results of related studies; 4. A description of the manner in which'-the action may affect any species or critical habitat; 5. Summary of evaluation criteria used as a measure of potential effects; and 6. Determination statement based on evaluation criteria. Candidate species refer to any species being considered by the service for listing as endangered or threatened but not yet the subject of a proposed rule. These species are not legally tectedyunnder the Actl or subject to its until prposed or sted as provisions, including Section 7, threatened or endangered. New data could result in the formal listing of a candidate species. This change would place the specsunder the full if its protection of the Endangered Species Act, and necessitate status in the project corridor is unknown. Therefore, it would be prudent for the project to avoid any adverse impact to candidate The North Carolina Natural Heritage Program should be contacted for information on species under State protection. The Service appreciates the opportunity to comment on project,this project. Pleaicial continue to advise us of the progress including your off determination of the impacts of this project. Ifo our office can supply any please additional information or clarification, biologist reviewing this project, at 919-856-4520 (ext. 27). Si ely yours, David A. Dell Acting Supervisor Durham County REVISED APRIL 19, 1995 B,rds `i Laid eaglu U ,? i?cerus leueoc?o,, •us) - C• Pfants Michaux's sumac (Rhus michauxn) - E' Smooth coneflower (Frh;nacea laevigata) - E F There are species which, although not now listed or officially proposed for fisting as endangered or threatened, are under status review by the Service. These -Candidato-(C1 and C2) species are not legally protected under the Act, and are not subject to any <?f its provisions, including Section 7, until they are formally proposed or listed as threatened or endangered.. We are providing the below list of candidate species which may occur within the project area for the purpose of giving you advance notification. These species may be listed in the future, at which time they will be protected under the Act. In the meantime, ,,,.. we would appreciate anything you might do for them. Clams Atlantic pigtoe (Fusconaia masoni) - C2 Green floater (Lasmigona subviridis) - C2 Yellow lampmussel (Lampsilis cariosa) - C2 Insocts Soptima's clubtail dragonfly (Gomphus septima) - C2' Plants A liverwort (Plagiochila Columbiana) - C2' Sweet pinesap (Monotropsis odorata) - C2 Tall larkspur (Delphinium ezaltatum) - C2 1 •Indicates no specimen in at least 20 years from this county- s T ;, s North Carolina Department of Cultural Resources Division of Archives and History James B. Hunt, Jr.. Governor William S. Price. Jr.. Director Betty Ray McCain. Secretary May 10, 1995 MEMORANDUM -? MAY 1 5 1995 TO: H. Franklin Vick, -P.E., Manager 2 Planning and Environmental Branch DIVtSICN OF e Division of Highways f;1GHWAYS 0Q nepartment of (r?i'7-l:? /J RONt`' P FROM: David Brook G Deputy State istoric Preservation Officer SUBJECT: Northeast Creek Parkway from Durham County, Uo d toA, Ellis Road in Durham, CH 95-E-4220-0731 We have received information concerning the above project from the State Clearinghouse. There are no recorded archao°Ihascnal sit eve rbeenasuv ywith ed, for arpchaeologi Pal feet corridor, although the corr d resources. It is likely that as yet unrecorded sites may be affected by the project. request forward Prior to our making recommendations determ ne the extent f tcurrhat d velopment recent aerial photographs so w may in the area. es of We have conducted a seamhort iour mportance d withan the planning area. historical or architectural i p r fed eral While we note that this project is to be state consultation and compliance ,the potential with Secti on 106 of the permits may require further National Historic Preservation Act. These comments are made in accord with G.S. 121-12(a) and Executive Order XV1. If you have any questions regarding them, please Earley, environmental review coordinator, at 919/733-4763. DB:slw cc: State Clearinghouse B. Church T. Padgett 109 East Joees Strcct • Raleigh, North Carolina 27601-2807 •r X9 A 1 4 North Carolina Department of Cultural Resources Division of Archives and History James B. Hunt. Jr.. Governor William S. c Jr. Director Betty Ray McCain. Secretary . ?? r ?f JUN S 1495 I? May 30, 1995 MEMORANnuM LITTLE & LITTLE TO: H. FranklinandVick, nmental Br Planninning anch Division of Highways Department otTr-an5eortation 'rte/ L?.J FROM: David Brook Deputy State is rtc Preservation Officer SUBJECT: Northeast Creek Parkway, U-2832A, Durham County, CH 95-E-4220-0731 We have received the aerial photograph for the above referenced roject fproject Robert T. Peter of Little & Little. As indicated on the aerial, the proposed Nathonal Register-eligible ar Parkwa paolect area is heavily developed- It is unlikely as presently proposed will affect any . resources. We, therefore, recommend no archaeological investigations in connection with this project. The above comments are made he pursuant to Section 106 of Advisory Council on H stork Preservatiointsric Preservation Act of 1966 a Regulations for Compliance with Section 106, codified at 36 CFR Part 800. Thank you for your cooperation a consideration. t Renee Gledhill Ea leytions concerning the above comment, please contact environmental review coordinator, at 919/733-4763. DB:siw cc: T. Padgett St to Clearinghouse Xbert T. Peter C6 log East 10= Strcct - "cigb• North Carolina 27601-2807 State of North Carolina Department of Environment, Health and Natural Resources Division of Water Quality James & Hunt, Jr., G ove mor Jonathan B. Howes, Secretary A. Preston Howard, Jr., P.E., Director 4 °. o November 5, 1996 MEMORANDUM To: Melba McGee From: Eric Galamb Subject: EA for Northeait: Creek Parkway Durham County State Project DOT No. 9.8059062, TIP # U-2831A EHNR # 97-0215, DWQ # 11375 The subject document has been reviewed by this office. The Division of Water Quality (DWQ) is responsible for the issuance of the Section 401 Water Quality Certification for activities which impact waters of the state including wetlands. The subject project will impact 3.03 acres of wetlands and did not quantify impacts to waters. DWQ offers the following comments based on the document review: A) DWQ received a 401 Certification application for a portion of this project in 1992. DWQ approved wetland fill for wetlands W-2 and W-3. Total approval was for 1.14 acres. The remaining 1.89 acres will require a 401 Certification. Compensatory mitigation will be required for this project. A minimum of 1.89 acres will need to be restored or created. B) DWQ cannot issue a 401 Certification for projects which require an environmental document (according to administrative code 15A NCAC 1C.0402) until the document has received approval from the State Clearinghouse. DOT is reminded that the 401 Certification could be denied unless water quality concerns are satisfied. Questions regarding the 401 Certification should be directed to Eric Galamb (733-1786) in DWQ's Water Quality Environmental Sciences Branch. cc: Eric Alsmeyer, Raleigh COE Tom Kendig, DOT John Dorney -? Michelle Suverkrubbe necreek.ea '-AXED V 1996 Environmental Sciences Branch - 4401 Reedy Creek Road Raleigh, North Carolina 27607 Telephone 919-733-9960 FAX # 733-9959 An Equal Opportunity Affirmative Action EmAloyer 5011. recyckod/l0% post corrsumer paper NCDENR - DIVISION OF WATER QUALITY WETLANDS RESTORATION PROGRAM P.O. Box 29535 Raleigh, NC 27626-0535 y\ RECEIPT March 19,1998 J. Mack Little, FASLA ?bodlatm- Little & Little Landscape Architecture/Planning P.O. Box 1448 Raleigh, NC 27602 The Wetlands Restoration Program has received a check in the amount of $22,750.00, check number 13450, as payment for the compensatory mitigation requirements of the 401 Water Quality Certification issued for DWQ Project # 970575. 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 permit or authorization associated with this activity. If you have any questions concerning this matter please contact Ron Ferrell at 919/733- 7015 ext. 358. Sincerely, g?do Ronald E. Ferrell Program Manager cc: John Dorney File JNC;TRC , HCP , FALLS LAKE TEL:919-528-9839 Nov 04'96 16:42 No.005 P.04 ® North Carolina Wildlife Resources Commission 512 N. Salisbury Street, Raleigh, North Carolina 27604.1188, 919.733-3391 Charles R. Fullwood, Executive Director MEMORANDUM TO: Melba McGee Office of Legislative and Intergovernmental Affairs, DE14NR FROM: David Cox, Highway Project Co?dinator _ Habitat Conservation Program (' >^ DATE: October 28, 1996 y?•__/ SUBJECT: North Carolina Department of Transportation (NCDOT) Environmental Assessment (EA) and Finding of No Significant Impact (FONSI) Ior the Northeast. Creek Parkway, from Cornwallis Road to Ellis Road, Durham County, North Carolina. TIP No. U-283 IA, SCH Project No. 97-0218. Staff biologists with the N. C. Wildlife Resources Commission have reviewed the subject EA/FONS1 and are familiar with habitat values in the, project area. The purpose of this review was to assess project impacts to fish and wildlife resources. Our comments are provided in accordance with certain provisions of the North Carolina Environmental Policy Act (G.S. 113A- I et seq., as amended; 1 NCAC 25). NCDOT proposes to construct Northeast Creek Parkway from Cornwallis Road to Ellis Road. The roadway will initially be two-lanes, with grading for a four- or five-lane section. Project length is approximately 1.8 miles. Wetland and waters impacts are associated with Northumot Crcck and total approxiinatc.ly 3.03 acrts. The EA provides an adequate discussion of anticipated impacts to fish and wildlifir resources in the project area. However, we remain concerned over potential impacts to Nortleast Creek and the proposed Ercenway along the Northeast Creek corridor. Encrouclnncnts by this project into the floodpluin along Northeast Creek will interfere with the functions of the lloodplain and a iacent wetlands as well as decrease the vegetated riparian buffer. Projccls such as this rue particularly damaging to the environment because of the direct impacts to natural areas and secondary impacts from the projected development this roadway will serve. 4NCI;RC,HCP,FALLS LAKE TEL:919-528-9839 Nov 04'96 16:43 No.005 P.05 Memo 2 October 28, 1996 We have previou:+ly recommended that the wetland impacts of this project be covered under one permit because of significant wctlaud impacts for a project of such limited scope. We Feel that regardless of the type of permit which is applicable to this project, NCDOT should mitigate for all project related wetland impacts. At this time, we will concur with the EA/FONSI for this project, NCDOT should continue efforts to minimize impacts and should employ NCDOT 13cst Management practices to protect off-site resources. We continue to request that NCDOT provide wetland mitigation Fier the impacts of this project. Thank you for the opportunity to comment on this EA/11'ONST. If we can be of any further assistance please call me at (919) 528-9886. cc: Eric Alsmeyer, USACOE. Raleigh Field Office A Environmental Review Tracking Sheet 0 3 DWQ - Water Quality Section !2C 11 J MEMORANDUM ?h?lR???Nra, 196 TO: Wetlands ?,John Dorney # Eric Galamb (DOT) ? Greg Price (airports, COE) ? Steve Kroeger (utilities) Bio. Resources, Habitat, End. Species ? Trish MacPherson ? Kathy Herring (forest/ORWxQw) Toxicology ? Larry Ausley Planning Branch 11 Technical Support Branch ? Coleen Sullins, P&E ? Dave Goodrich, P&E, NPDES ? Carolyn McCaskill, P&E, State ? Bradley Bennett, P&E, Stormwater ? Ruth Swanek, Instream Assess. (modeling) ? Carla Sanderson, Rapid Assess. Operations Branch ? Dianne Wilburn, Facility Assessment ? Tom Poe, Pretreatment ? Lisa Martin, Water Supply Watershed Regional Water Quality Supervisors ? Asheville ? Mooresville ? Washington ? Fayetteville ? Raleigh ? Wilmington ? Winston-Salem FROM: Michelle Suverkrubbe, Planning Branch RE: _ VI f. oaf ?tQ-ss? GO. Attached is a copy of the above document. Subject to the requirements of the North Carolina Environmental Policy Act, you are being asked to review the document for potential significant impacts to the environment, especially pertinent to your jurisdiction, level of expertise or permit authority. Please check the appropriate box below and return this form to me along with your written comments, if any, by the date indicated. Thank you for your assistance. Suggestions for streamlining and expediting this process are greatly appreciated! Notes: You can reach me at: phone: (919) 733-5083, ext. 567 fax: (919) 715-5637 e-mail: michelle@dem.ehnr.state.nc.us mts:\circmcmo.doc Department of Environment, Health, and Natural Resources Office of Legislative and Intergovernmental Affairs Project Review Form Project Number: County Date: ro -? -n J -3-) A_ I=- , - I ? Project located in 7th floor library 11-3 Date Response Due (firm deadline): This project is being reviewed as indicated below: Regional Office/Phone Regional Office Area In-House Review ? Asheville ? All RIO Areas ? Soil and Water ? Marine Fisheries ? Fayetteville Air El Coastal Management El Water Planning VWater El Water Resources 'Environmental Health ? Mooresville .Groundwater NAildlife ?Solid Waste Management Raleigh P" P and Quality Engineer Forest Resources ? Radiation Protection hi ? W t ? Recreational Consultant 0 Land Resources ? David Foster on as ng ? Coastal Management Consultant N "Parks and Recreation ? Other (specify) ? Wilmington ? Others ? Environmental Management ? Winston-Salem PWS Monica Swihart Manager Sign-Off/Region: Date: In-House Reviewer/Agency: Response (check all applicable) Regional Office response to be compiled and completed by Regional Manager ? No objection to project as proposed ? No Comment ? Insufficient information to complete review ? Approve ? Permit(s) needed (permit files have been checked) ? Recommended for further development with recommendations for strengthening (comments attached) ? Recommended for further development if specific & substantive changes incorporated by funding agency (comments attached/authority(ies) cited) In-House Reviewer complete individual response. ? Not recommended for further development for reasons stated in attached comments (authority(ies) cited) ?Applicant has been contacted ?Applicant has not been contacted ? Project Controversial (comments attached) ? Consistency Statement needed (comments attached) ? Consistency Statement not needed ? Full EIS must be required under the provisions of NEPA and SEPA ? Other (specify and attach comments) RETURN TO: Melba McGee Office of Legislative and Intergovernmental Affairs Ps 104 1 Northeast Creek Parkway Cornwallis Road to Ellis Road Durham County State Project No. 9.8059062 TIP No. U-2831 A ADMINISTRATIVE ACTION STATE ENVIRONMENTAL ASSESSMENT AND FINDING OF NO SIGNIFICANT IMPACT North Carolina Department of Transportation Division of Highways In compliance with the North Carolina Environmental Policy Act For further information contact: ' H. Franklin Vick, P.E., Manager Planning and Environmental Branch North Carolina Department of Transportation ' Post Office Box 25201 Raleigh, North Carolina 27611-5201 (919) 733-3141 71V ' Dre vE 1 11 H. Franklin Vick, P.E., Nfanager Planning and Environmental Branch North Carolina Department of Transportation Northeast Creek Parkway Cornwallis Road to Ellis Road Durham County State Project No. 9.8059062 TIP No. U-2831 A ADMINISTRATIVE ACTION STATE ENVIRONMENTAL ASSESSMENT AND FINDING OF NO SIGNIFICANT IMPACT Documentation Prepared By: Little & Little, Landscape Architecture/Planning J. Mack Little, FASLA Environmental Study Manager C • 2 . 4CK L1? For the North Carolina Department of Transportation James A. Bissett, Jr., P. nit Head Consulting Engineering Unit Thomas R. Kendig, AICIIQ Project Manager SUMMARY 1. TYPE OF ACTION This is a North Carolina Department of Transportation (NCDOT ) ' Administrative Action, Environmental Assessment/ Finding of No Significant Impact. ' 2. ADDITIONAL INFORMATION The following person can be contacted for additional information concerning this action: H. Franklin Vick, P.E., Manager Planning and Environmental Branch ' North Carolina Department of Transportation Post Office Box 25201 Raleigh, North Carolina 27611-5201 (919) 733-3141 3. ACTIONS REQUIRED BY OTHER AGENCIES Permits from the US Army Corps of Engineers are anticipated to be ' required under the provisions of Section 404 of the Federal Water Pollution Control Act. Permits under Section 404 will consist of Nationwide Permits No. 26 and 14. In conjunction with these permits, a 401 certification from the North Carolina Department of Environment, Health, & Natural Resources will be required. ' 4. BRIEF DESCRIPTION OF THE PROJECT AREA t The project area is located on the southeast side of the City of Durham in Durham County. The southern terminus is Cornwallis Road (SR 1308) and the northern terminus is Ellis Road (SR 1954). The study area consists of undeveloped woodland, developed light industrial areas, and four developed single family lots. The project area includes a portion of Northeast Creek. ' S-1 iL 5. PROPOSED PROJECT The North Carolina Department of Transportation (NCDOT) proposes to construct Northeast Creek Parkway from Cornwallis Road to Ellis Road in eastern Durham County. The project is approximately 1.8 miles long. The improvements involve the construction of two lanes of a future four-lane with median and five-lane facility. Grading will be completed for the entire road section width. The proposed project is designated U-2831A and is included in the 1996-2002 NCDOT Transportation Improvement Program for right-of-way acquisition in Fiscal Year 1996 and construction in Fiscal Year 1997. NCDOT estimates the cost of the project at $4,682,500, including $382,500 for right-of-way and $4,300,000 for construction. TIP cost for the project is $200,000 for the right-of-way acquisition and $1,600,000 for construction. 6. SUMMARY OF BENEFICIAL AND ADVERSE ENVIRONMENTAL EFFECTS Construction of the proposed project will help meet traffic needs and fulfill the goals of the 1991 Durham-Chapel Hill-Carrboro Urban Area Thoroughfare Plan. Northeast Creek Parkway is designated as a major thoroughfare between Cornwallis Road and Ellis Road. Adverse impacts from the proposed project include wetland encroachments of 3.03 acres and reduction of approximately 14.5 acres of woodlands. 7. ALTERNATIVES CONSIDERED The proposed four-lane with median and five-lane sections being considered for Northeast Creek Parkway are required based on projected traffic volumes. An alternative alignment to the south of the preferred alignment has been studied and abandoned due to significantly higher impacts to S-2 i wetland areas. Other alternatives considered and found not viable were the no-build alternative and postponement of the proposed project. 8. SUMMARY OF ENVIRONMENTAL COMMITMENTS All standard procedures and measures including Best Management Practices will be implemented to avoid or minimize environmental impacts. No special or unique environmental commitments are necessary. S-3 TABLE OF CONTENTS J J Page Number Summary S-1 I. Need for the Proposed Project A. General Description 1 B. Project Status 1 C. Characteristics of Existing Facility 1 1. Typical Section Description 1 2. Right-of-way 2 3. Speed Limit 2 4. Access Control 2 5. Degree of Roadside Development 2 6. Intersection Treatment 2 7. Railroad Crossings 2 8. Drainage Structures 2 9. Utilities 2 D. Traffic Volumes 3 E. Benefits to the State, Region, and Community 3 II. Description of the Proposed Project A. General Description 4 B. Summary of the Proposed Project 4 1. Typical Section Description 4 2. Right-of-way 5 3. Bikeways /Sidewalks /Greenways 5 4. Proposed Design Speed 6 5. Access Control 6 6. Intersection Treatment 6 7. Drainage Structures 6 8. Permits Required 6 9. Estimate of Cost 7 III. Alternatives to the Proposed Project 8 A. No Build Alternative 8 B. Postponements of the Proposed Project 8 C. Other Alternatives 8 IV.Social, Economic, and Environmental Impacts 10 A. Social Impact 10 1. Land Use 10 2. Neighborhood Impacts 10 3. Relocation of Families and Businesses 10 4. Public Facilities and Services 10 B. Economic Impact 10 C. Cultural Resources 11 1. Historic Architectural Resources 11 2. Archaeological Resources 12 D. Environmental Impact 12 1. Vegetation and Wildlife 12 2. Rare and Protected Species 14 3. Wetlands 16 4. Water Quality 19 5. Flood Hazard Evaluation 20 6. Soils 21 7. Farmland 23 8. Traffic Noise Analysis 23 9. Air Quality 27 10. Geology 33 11. Potential Hazardous Material Sites 34 12. Visual Impacts 34 13. Construction Impacts 35 14. Permits Required 36 15. Secondary Impacts 36 V. Public Involvement 37 VI. Comments and Coordination 37 VII. Finding of No Significant Impact 38 APPENDIX LIST OF FIGURES Following Pag e Figure 1 Project Location Map 1 Figure 2 Proposed Alignment 1 Figure 3 1991 Durham Chapel Hill Carrboro Urban Area Thoroughfare Plan 1 Figure 4 A Projected 2020 Traffic Volumes (Build Alt.) 3 Figure 4 B Projected 2020 Traffic Volumes (No Build Alt.) 3 Figure 5A-C Typical Sections 4 Figure 6 Designated Greenway 6 Figure 7 Previously Proposed Alignment 8 Figure 8 Wetlands 15 Figure 9 Streams and Floodplains 19 Figure 10 Noise Monitoring Locations 25 Figure 11 Receptor Locations 29 Figure 12A-B Proposed Right-of-Way 37 LIST OF TABLES Page Number Table 1 Distribution of Impacts to Vegetative Communities 13 Table 2 Wetland Impact Areas 18 Table 3 Soil Summary 22 Table 4 Typical Sound Levels 24 Table 5 Noise Abatement Criteria 25 Table 6 Summary of Ambient Noise Levels 26 Table 7 Summary of National Ambient Air Quality Standards 29 Table 8 Summary of Air Quality Impacts 33 L NEED FOR THE PROPOSED PROJECT 1 A. General Description ' This report presents the results of a study of proposed construction of the Northeast Creek Parkway (see Figures 1 and 2). Northeast Creek Parkway is proposed to be constructed as a four-lane and five-lane roadway. Grading will include the ultimate four or five-lane section; two lanes are proposed for construction at this time. A section of Northeast Creek Parkway presently exists from TriCenter Boulevard north approximately 1,600 feet. An existing portion of So-Hi Drive ' will be incorporated into Northeast Creek Parkway. The study area begins at Cornwallis Road and ends at Ellis Road, a distance of approximately 1.8 miles. Northeast Creek Parkway is classified as a major thoroughfare in the 1991 Durham-Chapel Hill-Carrboro Urban Area Thoroughfare Plan, ' shown in Figure 3. ' B. Project Status The project is listed in the 1996-2002 NCDOT Transportation ' Improvement Program (TIP) as U-2831A. Right-of-way acquisition is scheduled for Fiscal Year 1996 and construction beginning in Fiscal Year 1997. This funded TIP project includes the grading for the full ' road sections and paving of two lanes only. The full width paving of Northeast Creek Parkway is planned as a future project. C. Characteristics of Existing Facility ' 1. Typical Section Description The existing portion of Northeast Creek Parkway consists of a graded five-lane section with a two-lane roadway. It is paved from TriCenter Boulevard north approximately 1,600 feet to the entrance of Research TriCenter North Building Six. So-Hi Drive consists of a paved two-lane section. Existing pavement width is 24 feet. Existing shoulder width is five feet. -1- 1 6 ? INIs 'A • !? O` EER CH RO ----.•- ? + wo. • NA?EL HOLLOWAY asvp ILL sT. A- Durham • • R -C •. 06 u '?f ` loylond M Oak Grove 1 < WAKti > ?iy p? w0 O ? ?p M ? N N.C. C3 ow• c.•...I w sT wyc? i i w°I yy C••rw C•M I f9c • ???f ?r~ ?) 41 SNf I tr ~ I 7 RO Ito. i? • O I /1 No• NOv few O?EARCH ° I ? PICWT. o a. fd• w ^ • x • I Q ?1 ; ? t 2 I 16 r ,<, Low s CIr i, (M e I ParkwMd j sco wo ??F. I o , R N•IsoR -? . Clegg IAt4GI 1 ^I L 4PAh Lr" V I I ?/ `o I 5 Cl y .? i V/ CARPENTER Grp/nlff. . •__ In C9 f? Q FR?r ~ -?y ST h ci urhomTec Comm Coll 1?j ' O h b y (, LOVE R RD. 1{0 G M ?? PARKWAY vQ? u~i Project w umits Few Z D CO -c N NORTHEAST CREEK Figure I PARKWAY PROJECT LOCATION MAP 1 I m= w m= m= .= mm r m r =No== 76. F: a U -i n. m m m a ?o X m 0 10 0 N m v D r z m m z i i 0 A O O co O O .i Qf O O pN O O T N c m m = r== m= m = r= m = = m fl t w J LI 2. Right-of-way The right-of-way width of the existing portion of Northeast Creek Parkway is 90 feet. The right-of-way width of So-Hi Drive is 60 feet. 3. Speed Limit There is no posted speed limit on the existing paved section. The speed limit of So-Hi Drive is 35 mph. 4. Access Control Existing Northeast Creek Parkway and So-Hi Drive have no control of access. 5. Degree of Roadside Development Development along the existing portion of Northeast Creek Parkway consists of light industrial development. Development along existing So Hi Drive includes residential development, a church, and a child care facility. 6. Intersection Treatment All intersecting roads connect with Northeast Creek Parkway and So-Hi Drive at grade and have stop sign control. 7. Railroad Crossings There are no railroad crossings in the project area. 8. Drainage Structures Three concrete drainage structures cross under the existing section of Northeast Creek Parkway. Drainage structures on So-Hi Drive include (1) 60" Corrugated Metal Pipe, (1) 42" Reinforced Concrete Pipe, (2) 6.5' x 9.5' Bituminous Coated Corrugated Metal Pipe, and various 15" and 18" Reinforced Concrete Pipe driveway cross drains. 9. Utilities Underground power lines parallel the existing paved portions of Northeast Creek Parkway on the east side. An underground natural gas line crosses under the existing paved area just north of -2- 7 • •: ; ' a?oo Ro- • Z ? `UTHEA .. ,? fi Pro osed ? m F roject c a 9 ?o -0 1 ..-' ... .::.. 1-40 < a W ..... sag J O #4C 54 1 cftw p ( ? --. _- p ' 2640 52 - 2 1 640 Z 12 mile 1 m NORTHEAST CREEK DURHAM CHAPEL HILL CARRBORO Figs PARKWAY URBAN AREA THOROUGHFARE PLAN 3 NCDOT-1991 TriCenter Boulevard. A City water line parallels So-Hi Drive. A city sewer service line crosses under the existing paved area north ' of TriCenter Boulevard. ' D. Traffic Volumes The existing (1994) and forecasted (2020) average daily traffic volumes for the proposed Northeast Creek Parkway are summarized in Figure 4A. Existing and forecasted average daily traffic volumes for a no-build alternative are summarized in Figure 4B. The projected volume of traffic on Northeast Creek Parkway indicates the need for the proposed project. Traffic volumes will be reduced on Cornwallis Road east of the project, on Alexander Drive, and on the Durham Freeway east of Ellis Road. ' E. Benefits to the State. Region, and Community This project enhances the safety and general welfare of residents of ' Durham County by providing more travel lanes and a more direct route for the flow of goods, services, and traffic. The project is ' consistent with the Durham-Chapel Hill- Carrboro Urban Area Thoroughfare plan as prepared by the NCDOT (Figure 3). Designated as a major thoroughfare, the roadway will provide improved traffic flow ' through an area earmarked for continued commercial and institutional development. The project is consistent with the Durham 2020 Plan and the South Central Durham Plan. The project will provide support for the continued development in the area. ' The project is expected to enhance economic growth and development in the project area and to favorably affect the local tax base. 1 0 1 -3- r m m m m m M M M M Z 0 m D n m m ;rN D a0 D (DI-4 ,4 N N a .000 J?a? 0 0 0 0 0 0 0 m 13 ' ` _ - 0 r z 0 m M -q W .?. m t v m CO ? ... m v N a a o ? < ?- M < z v _ b m C M a Z M v v a m a V U) - m "n m "n a n -n n to 1 m x z z U -0 m 0 L 0 m O N O O -'i -n n 0 r C E Riddle Rd. 1 1 1 1 1 1 N '? 1 4 1 1 1 1 y8y ?"o I? N.E Creek p ?4*% ,/? y `? to Co„ o ?o. T D? A z z 0 0 s \a? v c 3 T c?Do ?S4 9g W O W 017L 'Ja aepuexeld ObZ = = = m = = = = = m = = = = m = m = m z O m D 0 m m D D m x z D z v 10 0 C- m m v 0 c c v N O N O m D n 0 E _T A CO W C ti 0 0 0 . . o° 0 0 0 0 m m m s o r M z ? n i cn j ? m cn v ? ° m v , r ? g? ? m D m Z a'? z M < cn •v?o?a ? a? c m m D `?Ls`?ve a0 v D m a a m ? Riddle Rd. -n > D n m n cr o? w o c So a y sy 48 Q? O ? !O\00 moo „ ?N .p 8Z L •aa aepusxeid 617Z z z 0 Sro)^' a , C m m m m m m m m m m m m m m m m m m m IL DESCRIPTION OF THE PROPOSED PROJECT 1 A. General Description NCDOT proposes to construct Northeast Creek Parkway from Cornwallis Road to Ellis Road in eastern Durham County along both 1 existing and new right-of-way (see Figures 2 and 12). The facility will be graded as a four-lane divided and five-lane roadway. Two lanes are proposed for construction at this time. The length of the project is approximately 1.8 miles. B. Summary of the Proposed Project 1. Tyyical Section Description Two typical sections are proposed. The first section, a five-lane, curb and gutter section, will consist of four travel lanes and a 12-foot center turn lane. The inner travel lanes will measure 12 feet in width. The outer travel lanes will be 14 feet in width to allow for bicycle movement. The second section, a four-lane with median section, will also accommodate bicycle movement. The outer travel lanes will measure 14 feet in width, the inner travel lanes will measure 12 feet in width, and the raised median will ' measure 25 feet in width. The proposed improvements are as follows: Section One consists of a new 90-foot right-of-way running ' approximately 1,300 feet north from Cornwallis Road to the existing section of Northeast Creek Parkway. Grading will incorporate a width for the future five-lane section. Two lanes are proposed for construction at this time. Section Two consists of an existing portion of Northeast Creek Parkway, continuing north for approximately 1,600 feet. The ' 90-foot right-of-way is graded for the ultimate five-lane section, two lanes of which are existing. The existing paved section will be widened to 26 feet to accommodate 2 feet for bicycle traffic. ip i g O L O ip N Q C gl I I `` O a I?I z o o o a I 0 z co (D e I I I> J o I I i 0 I I v _ I I I rn i. I I I I I I I I? I I I I z I I ? I I cn . I I I ? I I I o I cO I Q to I o 1 m I I Yr W W UQ N3 QY Wa: cc = CL r O z I r CV I ?\ I??I cD to I I I IIII ?I IIII II IIII II IIII II I o 04 S IIII II IIII II fs' IIII II ? III I 04 IIII II 3 °' I z 8 = I $ O \i ji W Z CA I- o C14 P: i J Go I I ? I o rl N _ ? a s _ _ _ W N ? H 04 m It N co = ?m N Z O U W N J Q FL Y W W cc } UQ QN Wcc =a 0 Z co ? I o I 31 W ?V co J J i (_n I I ? I i 0 I W I I o I I Q I ? c?a I I I? I I I I I I I I 1 >- 8 p I I I i ?1 ? a : O OI F Ck: co to I ICI j O I b CP I^ 1 I I O I to N i (V Co s to K s O '\ .? m ?U n Section Three transitions to 120 feet of right-of-way to contain a proposed four-lane section with a 25-foot raised grass median. Section Three bears northeast to meet and follow the existing So-Hi Drive. Grading will incorporate a width which allows for the ultimate four-lane, divided section. Two lanes of the four-lane section are proposed for construction at this time. ' Section Four continues approximately 800 feet along the existing So-Hi Drive. Planned as a future four-lane, divided section on ' 120 feet of right-of-way, no improvements are proposed for this existing portion of So-Hi Drive at this time. 1 Section Five continues approximately 2,600 feet as a proposed four-lane, divided section on 120 feet of right-of-way along the ' existing So-Hi Drive, then realigning to intersect Ellis Road in the vicinity of Southern High School. Grading will incorporate a ' width which allows for the ultimate four-lane section. Two lanes 2. Right-of-Wax The acquisition of adequate right-of-way to contain the five-lane section is proposed. The right-of-way width for the five-lane section is 90 feet. The right-of--way to contain the four-lane with median section is 120 feet. Additional right-of-way or ' construction easements at intersections and slope easements will be acquired as necessary. 1 3. Bikeways /Sidewalks/ Greenways Northeast Creek Parkway is designated as a proposed bike facility ' in The Regional Bicycle Plan. The proposed roadway section will accommodate bicycle movement by providing 14-foot wide outside travel lanes in both the four-lane with median and five-lane sections. Drainage grates will be bicycle compatible. In addition, the proposed berm behind the curb will provide for future development for pedestrian movement. The portion with 90-foot right-of-way will include 10.5 feet of berm on either side ' of the five-lane section. The 120-foot right-of-way portion will include 12.0 feet of berm on either side of the four-lane with -5- of the four-lane section are proposed for construction at this time. median section. This area may be used for future sidewalk development and/or future jogging trail development. The Durham Urban Trails & Greenway Master Plan includes a greenway running along Northeast Creek. The designated greenway crosses the present So Hi Drive. Pedestrian access across the proposed project at this location will not be affected by the project. 4. Proposed Design Speed The design speed for the proposed roadway will be 50 miles per hour. The anticipated posted speed limit is 45 miles per hour. 5. Access Control No control of access is proposed for this project. 6. Intersection Treatment All intersections will be at-grade, with stop sign control for intersecting side streets. Based on future projected traffic volumes, signalization may be warranted at the intersection of Northeast Creek Parkway and Cornwallis Road. In addition, future signalization may be required at other locations as dictated by future development traffic. 7. Drainage Structures Drainage structures include (1) 42" reinforced concrete pipe, (3) existing concrete drainage structures along the existing portion of Northeast Creek Parkway, (1) 24" reinforced concrete pipe, (1) 60" reinforced concrete pipe, (1) 6' x 8' reinforced concrete box culvert (to replace the existing 60" corrugated metal pipe), (1) existing 42" reinforced concrete pipe, and (2) 12' x 6' reinforced concrete box culverts. 8. Permits Required Permits from the US Army Corps of Engineers will be required for all stream crossings. These permits are anticipated to fall under the Nationwide Permits 26 and 14. 401 certification from North Carolina Department of Environment, Health, & Natural Resources will be required in conjunction with these Nationwide permits. -6- z. 0. Z m D cn n m m v D D v m z D m v rn m z D A O O .d Q1 O O N A O O T a) _C R m m m = = m = m = m = m r = = r = m 1 9. Cost Estimate The estimated cost of the project is $ 4,682,500.00, including $382,500.00 for R/W and $4,300,000.00 for construction. iJ fl LJ -7- III. ALTERNATIVES TO THE PROPOSED PROJECT A. No Build Alternative 1 The "no build" alternative would avoid some negative impacts of the proposed project, such as the disruption of the natural environment by the use of additional land for roadway purposes. However, benefits of the proposed action, such as providing a more direct route for the flow ' of traffic, increased safety, user cost savings, and completion of a major thoroughfare, would not be realized. The long-term benefits resulting ' from the construction of the proposed project - including increased accessibility, enhanced economic development, and provision of a more efficient route - would more than compensate for any ' unavoidable adverse impacts. ' B. Postponement of the Proposed Project Postponement would delay the effects of any negative impacts, but it ' would also delay positive impacts from improvement of this road and accommodating traffic from planned development. The project would also be more difficult to construct in the future as development within the project area increases. ' C. Other Alternatives An alignment alternative to the south of the proposed project was previously reviewed by NCDOT and local communities (see Figure 7). This alignment was investigated and determined to be less desirable for ' the following reasons: 1. The southern alternative would cross a low area adjacent to Northeast Creek that was visually assessed to be wetlands. Additional wetland impacts were estimated to be in the range of 1.80 acres (see Figure 7). 2. The southern alternative included the extension of Cook Road to 1 the south. This would necessitate the relocation of an existing residence. 2 m n m m PO 9,yk q?4s Z D m O -G O m 0 U) 0 D r z ig m 0 "0 < ri o O cD X3 a cf) (D m C CL 0 o a ? D a cA 3 CD A O O co 0 0 1 Q1 0 0 N A O 0 _T V C m x .1 ? -n -L M o CD D CD T N w o -n o o w a V ? 0 Co :' 0 0 Ul (J1 D li, i e° s° I TRICENTE; BOULEVAR Io ?y m ? a ?j -- -0 ::r o a a; n o o =3 O "-0 cn o '° o o 2 N CD CL ?. D < a (D CID .-a CIRCLE I? 3 i A n A = m m m = m m m = = = m = = = = = = i 3. Much of the southern alternative consisted of entirely new right-of-way across land that is undeveloped. This undeveloped land consists of both woodlands and open areas. The proposed project ties into portions of the existing So-Hi Drive right-of-way, thus limiting environmental impacts. 4. Private development on property adjacent to Ellis Road has blocked the alternative southern alignment. Additionally, building more of the road on new right-of-way would cost more to build and would destroy more natural habitat. -9- LJ IV. SOCIAL, ECONOMIC, AND ENVIRONMENTAL IMPACTS A. Social Impact 1. Land Use ' Existing land use in the project vicinity includes light industrial and commercial development on both ends of the project. The central portion of the project, along the existing So-Hi Drive i right-of-way, is undeveloped woodland with four residences and one church. This project is consistent with the Durham 2005 Comprehensive Plan and the South Central Durham Plan. 2. Neijzhborhood Impacts ' Four residences front existing So-Hi Drive. Short-term adverse impacts are expected due to the construction process. Long term positive impacts include improved grade access at driveway connections. Traffic volumes on So-Hi Drive will increase as a result of this project. 3. Relocation of Families and Businesses ' The proposed project will not require the relocation of any residences, businesses, or institutions. 4. Public Facilities and Services There are no fire stations or police stations located in the immediate vicinity of the project. Southern High School is located on Ellis Road at the eastern end of the project. An existing church and an existing child care facility are located along the ' existing section of So-Hi Drive. These facilities will have improved access due to the project. B. Economic Impact ' Construction of the proposed project would have both short-term and long-term economic impacts. In the short term, the local economy would be affected by providing employment to contractors and workers during the construction period, resulting in additional income generation. ' -10- Also in the short term, due to right-of-way requirements, some parcels of land will be removed from the real property tax rolls. On a long term basis, the proposed project would provide increased access through previously undeveloped land. This access is necessary for land uses as planned in the Durham 2005 Comprehensive Plan, which earmarks the area for continued office and research facilities, and for facilities supporting these land uses. It would also have a major positive impact on the local tax base through the generation of property and sales taxes. In addition, the value of other land in the area will be enhanced by the development potential. After development, the real property values would increase. As part of the region's traffic network, the proposed project will have a positive impact on the overall local economy. The flow of goods and services, as well as traffic flow, will be enhanced by the proposed project. Users will benefit from reduced travel time and reduced congestion. In particular, this project will serve traffic generated by the approved development mentioned above. As previously stated, no businesses will be relocated. C. Cultural Resources 1. Historic Architectural Resources This project is subject to review pursuant to North Carolina General Statue 121-12(a) which requires that if a state action will have an adverse effect upon a property listed in the National Register of Historic Places, the North Carolina Historical Commission will be given an opportunity to comment. The area of potential effect of the subject project was delineated, and this area was then reviewed for the presence of properties listed in the National Register and any other important properties. No properties listed in the National Register, or any other important properties, exist within the study area. -11- 1 2. Archaeological Resources An examination of the archaeological site files at the Office of ' State Archaeology does not indicate the presence of archaeological site in the proposed project area. Due to the development in the ' study area, the North Carolina Department of Cultural Resources has recommended that no archaeological investigations be performed. ' D. Environmental Impact 1 1. Vegetation and Wildlife a. Plant Communities ' The distribution of plant communities in the project area is a result of topography, soil characteristics, hydrology, and land use practices. Much of the plant communities within the project corridor have been disturbed by urbanization to the surrounding landscape. Four plant community types were identified in the project area during the site reconnaissance as described below. Hardwood Forest Major canopy species include white oak (Quercus alba), red oak (Quercus falcata), post oak (Quercus stellata), red maple (Acer ' rubrum), red cedar (Juniperus virginiana), and sweet gum (Liquidambar styraciflua). Major understory species include flowering dogwood (Corpus florida) and yellow poplar ' (Liriodendron tulipifera). This community typically occurs in well drained upland soil types. Mixed Pine/Hardwood Forest Major canopy species include hardwoods as described above mixed with loblolly pine (Pinus taeda) and shortleaf pine (Pinus echinata). This community typically occurs in well drained upland soil types and represents an earlier successional stage than the hardwood forest habitat type. Riparian Forest Major canopy species include yellow poplar, sweet gum, and sycamore (Platanus occidentalis). Major understory species include red maple, river birch (Betula nigra), common alder (Alnus serrulata), and American beech (Fagus grandifolia). -12- Riparian forest habitat types are present adjacent to Northeast Creek in the flood plain corridor. Urban /Disturbed Communities identified as urban/disturbed include utility corridors, existing roads, residential /industrial areas, abandoned farmlands, and other natural areas that have been cleared for development. The majority of vegetation in these areas have been altered or modified by human activity. The urban/disturbed habitat type is the most extensive vegetative community in the project area. The project area contains several small creeks, all tributaries of Northeast Creek. Impacts to vegetative communities associated with the proposed widening and relocation of road would consist primarily of habitat modifications resulting from clearing, cut and fill, paving, and the creation of borrow areas. Table 1 shows the distribution of impacts to each habitat group. TABLE 1 DISTRIBUTION OF IMPACTS TO VEGETATIVE COMMUNITIES Community Type Acreage of Hardwood Forest 10 Mixed Pine and Hardwood Forest 10 Riparian Forest 1 Urban/Disturbed Lands 17 b. Wildlife Communities The upland hardwood and mixed forest vegetative community types provide food, shelter, and nesting resources for a variety of wildlife. These areas are particularly attractive to woodland wildlife when located adjacent to urban/disturbed areas. Mammal species typically present in the project area in the upland hardwood/mixed forest habitat include: white-tail deer (Odocoileus virginianus), gray squirrel (Sciurus carolinensis), -13- F, LI ?I I eastern cotton-tail (Sylvilgus floridanus), raccoon (Procyon lotor), opossum (Didelphis marsupialis). Nesting birds common to the habitat type include the wood thrush (Hylocichia mustelina), red-eyed vireo (Vireo olivaceous), pine warbler (Dendroica pinus), cardinal (Cardinalis cardinalis), bluejay (Cyanocitta cristata), common crow (Corvus brachyrhynchos), and northern mocking bird (Mimus polyglottos). Wildlife diversity is typically highest in the riparian forest communities. Northeast Creek and its tributaries provide specialized aquatic habitats which may support populations of fish, amphibians, reptiles, mammals, and invertebrates. Fish species typically found in the project area include the largemouth bass (Micropterus salmoides), sunfish (Lepomis spp.), catfish (Ictalurus spp.), carp (Cyprinus carpio), and various minnow species (Gambusia affinis, Notropis spp., and Catostomus spp.). Amphibian and reptile species indigenous to the project area include bullfrog (Rana catesbania), American toad (Bufo americanus), mud puppy (Necturus maculosus), snapping turtle (Chelydra serpentina), and water snakes (Natrix spp.). These species rely on aquatic habitat for food, shelter and breeding habitat. They can be expected to be present in Northeast Creek and the bordering riparian forest habitat. Wildlife observed during the 11 June 1995 site reconnaissance included white-tail deer (tracks), raccoon (tracks), gray squirrel, red-tail hawk (Buteo jamaicensis), common crow, mocking bird, American robin (Turdus migratorius), wood thrush, mallard duck (Anas platyrhynchos), and northern cardinal. Efforts to specifically inventory all invertebrate species present on the project site are beyond the scope of this report. 2. Rare and Protected Species A record search of Natural Heritage Program files was conducted on 8 June 1995. A site reconnaissance of the proposed project area was conducted on 11 June 1995. The site reconnaisance was conducted along the project perimeters. Field excursions were made at several points by foot into the study area to assess biotic -14- communities. Field notes were collected regarding flora community types observed and wildlife sightings. In general, biotic communities within the project area are heterogeneous or mixed in nature. Much of the study site consists of abandoned farm land in various stages of succession; urbanization and moderate industrialization have further impacted biotic communities. A listing of Federal/State endangered and threatened species known to occur in Durham County was obtained from The Natural Heritage Program. a. Federally Listed Species Federally protected plant and animal species with endangered (E) or threatened (T) status receive protection under the Federal Endangered Species Act of 1973. Category 2 (C2) candidates are those species which may in the future be considered for listing as endangered or threatened. These candidate species are not legally protected under the Endangered Species Act until they are formally listed as threatened or endangered. Although these species are not granted legal protection, consideration of them in the development of a project is encouraged. Records maintained by the Natural Heritage Program indicate no federal threatened or endangered species are known to occur within a one-mile radius of the project site. Three Federal endangered species are known to occur in Durham County, including the bald eagle (Haliaeetus leucocephalus), smooth coneflower (Echinacea laevigata), and Michaux's sumac (Rhus michauxii). The only known concentration of bald eagles in Durham County occurs on Jordan Lake approximately four miles south of the project site. It is improbable that bald eagles regularly utilize habitat types observed in the Northeast Creek area and no sightings of bald eagle nests were made during the walkover. The other two endangered species, the smooth coneflower and Michaux's sumac are found most frequently in disturbed habitats with abundant sunlight. According to the Natural Heritage Program, no sightings of these have been made on the project site or within a one mile radius of the site. -15- Z 0 m D U) -i 0 m m m x -v D D m r D Z v N -o a n a z m a 0 A S co O O .A O O N A O O 'Tl v a ? m m m m m m m m m m m m m m m m m m m Based on the Natural Heritage Program Database in conjunction ' with the site reconnaissance, there is no significant evidence that either of the two plant species would occur at the site. There are ' only about six known sites of either plant species in Durham County. ' Therefore, based on records maintained by the Natural Heritage Program and the site reconnaissance, there is no evidence ' indicating the presence of any of the three species as noted during the field investigation. Considering the history of land use of the project site and the results of the field investigation, Northeast ' Creek Parkway will have no adverse impact on these species. ' The following Category 2 (C2) candidate species are known to occur in Durham County: Atlantic pigtoe (Fusconaia masoni), Septima's clubtail (Gomphus septima), tall larkspur ' (Delphinium exaltatum), sweet pinesap (Monotropsis odorata), A liverwort (Plagiochila columbiana), green floater (Lasmigona ' subviridis), and yellow lampmussell (Lampsilis cariosa). They were not identified during field surveys. ' b. State Listed Species Species of mammals, birds, reptiles, amphibians and plants with ' the North Carolina status of Endangered (E), Threatened (T), or Special Concern (SC) receive limited protection under the North Carolina Endangered Species Act and the the North Carolina Plant ' Protection Act of 1979. Federal listed species identified in the preceding section of this ' report are all classified at the State level as Special Concern (SC), Significantly Rare (SR), or Endangered (E). Conclusions regarding ' species occurrence in Durham County are detailed in preceding paragraphs under "Federal Listed Species". 3. Wetlands ' Wetlands are defined by the US Army Corps of Engineers (33 CFR 328.3) as: -16- "those areas that are inundated or saturated by surface or ground water at a frequency and duration sufficient to support, and that under normal circumstances do support, a prevalence of vegetation typically adapted for life in saturated soil conditions. Wetlands generally include swamps, marshes, bogs and similar areas." In accordance with this definition, wetlands must possess three essential parameters: hydrophytic vegetation, hydric soils, and evidence of wetlands hydrology (COE Wetlands Delineation Manual, 1987). Section 404 of the Clean Water Act authorized the Corps of Engineers (COE), in cooperation with the Environmental Protection Agency (EPA) and the US Fish and Wildlife Service (USFWS), to regulate the disposal of dredged or fill material into "waters of the United States." The term "waters of the United States" has broad meaning and incorporates both deepwater aquatic habitats and special aquatic sites, including wetlands (COE Wetlands Delineation Manual, 1987). Executive Order 11990 requires that new construction in wetlands be avoided to the extent possible, and that all practical measures be taken to minimize or mitigate impacts to wetlands. A portion of the wetlands areas within the project area was delineated in 1989 by the current property owner (W-1, W-2, and W-3 of Figure 8). General Water Quality Certification from the State of North Carolina Department of Natural Resources and Community Development Division of Environmental Management was obtained and a Nationwide Permit 26 was issued from the Wilmington District Corps of Engineers. This permit was obtained by the property owner to allow construction of an access road to a developing property. This privately developed access road was built in 1990 and constitutes "section two" of the project as detailed in Figure 2. Areas W-2 and W-3 on Figure 8 are located in this area. Area W-1 of Figure 8 was included in the permitted area in anticipation of extension of this access road to Cornwallis Road. -17- A portion of the wetland areas within the project area were delineated in 1994, based on the methodology outlined in the Federal Manual for Identifying and Delineating Jurisdictional Wetlands, 1987. Field reconnaissance was conducted in January 1995 to confirm the wetland delineations and identify any additional wetland crossings that may occur within the project area. Areas within the project corridor which are subject to Section 404 permit review include 1) water and channel limits of Northeast Creek and associated tributaries and 2) floodplain systems immediately adjacent to this creek which are considered jurisdictional based upon the three-parameter methodology outlined in the 1987 Corps of Engineers Wetlands Delineation Manual. Figure 8 shows the location of the wetlands identified in the project area (W-4, W-5, and W-6). Wetland crossings for sites W-4 through W-6 will be submitted "'V(L-t for Nationwide Permits 14 and 26 from the Wilmington District Sex Corps of Engineers. These permits shall be obtained and will be /] (k/ GPI used or modified as part of the roadway construction project. j?. Crossings shall be accommodated by the use of culverts. 5 Table 2 lists the map reference number for each wetland site as shown on Figure 8 and the area impacted at these sites. An electronic planimeter was used to calculate the impact areas based upon the construction limits of the proposed roadway. TABLE 2 WETLAND IMPACT AREAS Wetland Site Number W-1 W-2 W-3 W-4 W-5 W-6 Wetland Location Adjacent to Northeast Creek Adjacent to Northeast Creek Adjacent to Northeast Creek UT to Northeast Creek UT to Northeast Creek Northeast Creek Acres npacted Permit Status 1.47 NWP #26* 0.96 NWP #26* 0.2 NWP #26* 0.15 NWP #26** 0.09 NWP #14** 0.16 NWP #14** UT = Unnamed Tributary NWP = Nationwide Permit (*) Previously permitted by property owner (**) To be -18- In accordance with Executive Order 11990, this project has been designed to avoid new construction in wetlands to the extent possible, and employ all practical measures to minimize or mitigate impacts to wetlands. Measures have been employed in the initial planning of the proposed alternatives to minimize potential impacts through route location (avoidance), design, and construction practices. No rechannelling of Northeast Creek or its tributaries is planned. Sedimentation and erosion control practices will be utilized to minimize construction impacts. No borrow or fill areas are planned in the wetland areas. Where wetland crossings are unavoidable, the proposed alternative crosses the wetland sites at their narrowest point to minimize impacts. 4. Water Quality The Northeast Creek Parkway project area is drained by the Northeast Creek Watershed. This drainage system is part of the Jordan Reservoir Watershed, which is located in the Cape Fear River Basin. Northeast Creek is classified as a Class "C" tributary (NC Division of Environmental Management (DEM), 1993) indicating suitability for fish and wildlife propagation, secondary recreation, agriculture, and other uses requiring waters of lower quality. The DEM classifications are based upon existing or contemplated best uses for various stream segments. There is one major point source discharged (> 0.05 mgd) into Northeast Creek in Durham County (Durham Triangle Wastewater Treatment Plant). In addition, there are two biological sampling locations established on the creek, which has a biological classification of fair. Biological classifications are based on the survey results of the Benthic Macroinvertebrate Ambient Network (BMAN). BMAN results are available for certain water basins throughout the State and are useful for assessing long-term changes in water quality. The rating scale for biological classification includes poor, fair, good/fair, good, and excellent. -19- W O? ti .• \\ O? ti .0? ti° ,y0 V*l ab0? S/ w ?73 > ui c b ? oo b C o c CIO CL O 1 IL w . ) U. o N Q CC L' 'y Q C c w 0101. + 2 C ti O# ti elz J ti` I a a s? Fb v70 ?+ 4° . d + ti a_ u.? ClVOU Sl-7lt/ \ CP ly o? ti i z w cc ) Q W a ti Y W w c} UQ c~n 3 QY wcr- = CL O z Northeast Creek flows in a north-south direction within the project area. Three road crossings are planned for Northeast Creek and its unnamed tributaries. While Northeast Creek is part of the Jordan Reservoir Watershed, the project area is not within the critical watershed. Design measures to protect water quality are similar to measures taken to protect wetlands. Design measures for protection of water quality in roadway design can include minimizing the number of stream crossings, crossing streams at their narrowest segments as close to perpendicular as practical, maximizing the distance between the stream and the road, and avoiding public water supplies and high quality aquatic habitats. Best management practices will be used at all stream crossings. Construction practices should also include sedimentation control measures such as berms, dikes, dams, silt basins and silt fences. Best management practices will be incorporated during all phases of construction to avoid adversely impacting the water quality in or near the study area. In addition to potential increases in turbidity, stormwater runoff from roads may present additional impacts on surface water quality. Runoff from roads may contain heavy metal loadings, high dissolved and particulate matter, oil and grease. Management measures such as vegetative controls (grass swales), detention/ infiltration basins, and retention of wetland vegetation are often effective in reducing pollutants in stormwater runoff. 5. Flood Hazard Evaluation Durham County is a participant in the National Flood Insurance Regular Program. Figure 7 shows the floodplain impact of the proposed project. The impacts are based on a draft version of the Federal Emergency Management Agency (FEMA) floodplain maps. The proposed alignment will involve 3.85 acres of floodplain. The proposed action will be designed such that the floodway will -20- ' carry the 100-year flood without increasing the flood water ' elevation more than one foot at any given point. The dimensions of the drainage structures and the roadway grades will be adjusted and designed to avoid increasing the flood hazard in the project ' area. The project will be coordinated with appropriate state and local officials and FEMA to assure compliance with FEMA, state, and local floodway regulations. 6. Soils 1 Soil formation and characterization result from a combination of biological and geological activity along with the topographic ' positioning of an area. The soils within the project area are characterized by two major soil associations: ' 1) White Store-Creedmoor Association: The White Store-Creedmoor Site Association consists of gently sloping to ' moderately steep, moderately well drained soils that have a subsoil of dominantly firm and very firm clay; or uplands. 2) Mayodan-Granville Creedmoor Association: Nearly level to moderately steep and moderately well drained soils that have a ' subsoil of dominantly friable sandy clay loam; or uplands. Ten soil series from these major associations were identified from ' the project area (USDA 1971). Characteristics of these soils are summarized in Table 3. A hydric soil is one that is saturated, flooded or ponded long enough during the growing season to develop an anaerobic ' condition in the upper part. Such soils typically support the growth of hydrophytic vegetation. Soils classified by the Durham County Soil Survey are located in some areas of the project area. ' These soils units are concentrated within channel limits and flood plains bordering Northeast Creek. -21- TABLE 3 SOIL SUMMARY MAP SOIL % SLOPE GENERAL UNIT SERIES CHARACTERISTICS Ch Chewacla 0-2% Nearly level, somewhat poorly drained soils or flood plains. Permeability is moderate. Available water capacity is high. Frequently flooded for brief periods. CrB Creedmoor 2-6% Moderately well drained soils or uplands. Slow permeability, Sandy Loam water capacity is medium. Major limitations are wetness, very slow permeability, slope and runoff. ree moor 6 - 10% Moderately well drained soils or uplands. Slow permeability, Sandy Loam water capacity is medium. Major limitations are wetness, very slow permeability, slope and runoff. p Congaree 0-2% Nearly level, well drained soil or flood plain. Permeability Silt Loam is moderate, available water capacity is high. Frequently flooded for brief periods. GTB Granville 2-6% Well drained soils or uplands. Permeability is moderate, Sandy Loam available water capacity is medium. Major limitation is runoff and slope erosion. MfD Mayodan Urban 10 - 15% Well drained soils or uplands. Permeability is moderate, Land Complex available water capacity is medium. Major limitation is erosion hazard from runoff and slope. P Pin stop Fine 2 - 10% Well drained to excessively drained soil or broad ridges and Sandy Loam narrow side slopes or uplands. Permeability is moderately rapid and available water capacity is medium. Major limita- tions are runoff and slope and depth to bedrock. P Pinkston Fine 10 - 25% Well drained to excessively drained soil or broad ridges and Sandy Loam narrow side slopes or uplands. Permeability is moderately rapid and available water capacity is medium. Major limita- tions are runoff and slope and depth to bedrock. Ws White tore 6 - 10% Moderately well drained soils or uplands. Permeability is Sandy Loam very slow and available water capacity is high. Major limitations are erosion from runoff, very slow permeability an perched water table. WSE White tore 10 - 25% Moderately well drained soils or uplands. Permeability is Sandy Loam very slow and available water capacity is high. Major limitations are erosion from runoff, very slow permeability an perched water table. -22- 7. 8. Farmlands The project area consists of areas that are planned to be urbanized, and are therefore exempt from the Farmland Protection Policy Act. Traffic Noise Analysis Noise is typically defined as unwanted sound. It is emitted from many sources including airplanes, factories, railroads, power generating plants, and highway vehicles. Traffic noise is composed of noises from the engine, the exhaust, the drive train, and tire roadway interaction. The actual magnitude of sound is caused by short-duration fluctuations and atmospheric pressure. These fluctuations are called sound pressures. Since the range of sound pressures varies greatly, a logarithmic relationship is used to reference sound pressures to a common pressure. This relationship is defined as the Sound Pressure Level and is measured in decibels (dB). To approximate the sensitivity of the human ear while listening to pure tones, the decibels is often modified by Frequency Rating Curves (A, B, C, or D). Vehicle noise levels are commonly modified by the A-Weighting Curve. This curve correlates very well with human response to noise. Particularly in describing annoyance caused by traffic noise, particularly in describing annoyance caused by traffic. Sound levels utilizing the A-Weighting Curve are expressed in dBA. Typical sound levels expressed in dBA are listed in Table 4. -23- TABLE 4 TYPICAL SOUND LEVELS Source Distance Levels (dBA) Jet takeoff Jet takeoff 200 feet 2,000 feet 120 110 Jet landing 200 feet 100 Heavy truck 50 feet 90 Pneumatic drill 50 feet 80 Freeway traffic 50 feet 70 Air conditioning unit 20 feet 60 Normal conversation 12 feet 50 Light auto traffic 100 feet 50 Library - - - - 40 Soft whisper 15 feet 30 Threshold hearing - - - - 0 Source: US Noise Pollution, Environmental Protection Agency, 1972 Sound pressure levels in this report are referred to as LEQ (H). The hourly LEQ or equivalent sound level is the level of constant sound in an hour, that in an hour would contain the same acoustic energy as the time varying sound. In other words the fluctuating levels of sound level traffic noise are represented in terms of a steady noise level with the same energy content. To determine if roadway noise levels are comparable with various land uses, the Federal Highway Administration (FHWA) has developed noise abatement criteria and procedures to be used in the planning and design of highways. These abatement criteria and procedures are in accordance with Title 23, Code of Federal Regulations (CFR), Part 772, US Department of Transportation, FHWA, "Procedures for Abatement of Highway Traffic Noise and Construction Noise". A summary of the FHWA Noise Abatement Criteria (NAC) for various land uses is presented in Table 5. -24- C L r TABLES NOISE ABATEMENT CRITERIA Hourly A-Weighted Sound Level - Decibels (dBA) Category LEQ H Description o Activity Category A 57 Lands on which serentiy and quiet are of extraordinary (Exterior) significance and serve an important public need and where the preservation of those qualities is essential if the area is to continue to serve its intended purpose. B 67 Picnic areas, recreation areas, playgrounds, active sports (Exterior) areas, parks, residences, motels, hotels, schools, churches, libraries, and hospitals. 72 Developed lands, properties, or activities not included in Categories A or B above. D - - Undeveloped lands. E 52 Residences, motels, hotels, public meeting rooms, schools, (Interior) churches, libraries, hospitals, and auditoriums. Source: 23 FR 772 Procedures or Abatement o Highway Traffic Noise and Construction Noise. ' Receptors in the area of the Northeast Creek Parkway Extension include such sites as residences (category B), churches (category E) and businesses (category Q. No category A receptors were identified. ' Two factors are used in determining traffic noise abatement. The first factor is when future noise levels either approach or exceed the criteria levels for each activity category, where approach is ' defined as within one dBA of the criteria. The second factor for considering traffic noise abatement is when future noise levels ' constitute a substantial increase over existing noise levels. If the existing noise level is relatively quiet, less than or equal to 50 dBA, a substantial increase is defined as 15 dBA or greater increase. If ' however, the existing noise level is greater than 50 dBA, a 10 dBA or greater increase is considered substantial. Noise abatement ' -25- m w m = m m m m m m m ¦wi m m m m m m m z O M. I m a U) 0 m m m x -v D D z O V5 m 9 O z =1 O z z O r O n a 0 z N 4 O ?OO 1-A 0) O O pN O O T O ? c 1 CD m m m m m w m m m r m m m m ¦w m m w ' measures are considered when there is either a substantial ' increase in noise or the noise level approaches or exceeds the NAC. ' To establish the ambient noise levels in the vicinity of the project, noise measurements were taken at four locations. The noise measurement locations are shown on Figure 9, and the ambient ' noise levels are listed in Table 6. TABLE 6 SUMMARY OF AMBIENT NOISE LEVELS Site Location LEQ (dBA) 1) Proposed entrance to Cornwallis Road; 50 feet 64 from center line of nearest traffic lane 2) So Hi Drive and Northeast Creek Parkway 59 Extension; 50 feet from center line of nearest traffic lane 3) Cook Road intersection; 50 feet from center 53 line of nearest traffic lane 4) Existing So Hi Drive and Ellis Road intersection; 63 50 feet from center line of nearest traffic lane Based on field measurements, the existing noise levels generally ' ranged between 53 dBA and 64 dBA. ' One measure of the noise impact is the extent of the 66 dBA noise level contour. This contour line is the distance from the centerline of the proposed Northeast Creek Parkway Extension to ' the contour line where a noise level of 66 dBA is predicted to occur and can be used to determine which receptors approach or ' exceed the FHWA NAC. The distance from the centerline of the proposed Northeast Creek Parkway to the 66 dBA noise level contour based on the projected 2020 traffic volumes is 128.0 feet. ' There are three residences located along the proposed alignment that fall with this noise contour. -26- The 66 dBA noise contour can assist local officials in land use planning decisions. The contour line may be used to prevent problems in the future, such as placing a residential development within the 66 dBA noise level contour. The other measure for assessing the noise impact is to determine the noise level increase from the existing condition to the future conditions (build and no-build). Based on the ambient noise level measurements recorded, it was determined that a representative ambient noise level of 59 dBA would be used for the existing So-Hi Drive section and 64 dBA for the existing Northeast Creek Parkway section. Therefore, the 69 dBA noise contour was used to identify residences experiencing substantial noise increases at the northern end near Ellis Road, and the 74 dBA contour was used at the southern end near Cornwallis Road. Analysis reveals that three residences will be affected near Ellis Road, which fall within the 69 dBA contour, and no residences at the southern end, for a total of three residences experiencing substantial noise increase. When a noise level of a proposed roadway project exceed noise abatement criteria or cause substantial noise increases, noise abatement measures should be considered. However, noise abatement guidelines indicate that it is not reasonable to provide noise abatement on non-controlled or partial control access facilities such as the Northeast Creek Parkway Extension. 1 9. Air Ouality The Environmental Protection Agency (EPA) has identified six pollutants for tracking air quality. These six pollutants are: particulate matter (PM-10), sulfur dioxide (SOD, nitrogen dioxide (NO2), carbon monoxide (CO), ozone (03), and lead (Pb). Mobile sources (principally vehicular traffic) are linked to the emission of carbon monoxide and, to a lesser extent, nitrogen dioxide and ozone. Recent nationwide estimates indicate that more than 50 percent of all CO emissions are from mobile sources. Particulate -27- 1 matter, lead, and sulfur dioxide emissions are generally associated with stationary sources and industrial activities. ' CO is the most commonly occurring air pollutant generated by mobile sources. It is a colorless gas produced from incomplete combustion of carbon-containing fuel. CO is a potentially fatal gas that affects the oxygen-carrying capacity of blood. At low ' concentrations, mental function, vision, and alertness are affected. ' Ambient air quality is determined by measuring ambient pollutant concentrations and comparing the concentrations to the corresponding standard. The "ambient air" is defined by the US ' Environmental Protection Agency (EPA) as "that portion of the atmosphere, external to buildings, to which the general public has access". The EPA has established National Ambient Air Quality NAA f h i i l S d d S id ifi ll d ar Q or t x prev y tan s ( ) e s ous ent utants: e po PM-10, CO, 03, SO2, NO2, and Pb. The ambient air quality ' standards are classified as primary standards, secondary standards, or both. The primary standards were established allowing an ' adequate margin of safety for protection of public health. bli h i S d d d d h i f d econ ary stan ar s were esta s e w an a equate marg n o t safety to protect the public welfare from adverse effects associated with pollutants in the ambient air. ' In protecting public welfare, air pollution effects on the following are considered: soils, water, crops, vegetation, man-made materials, animals, wildlife, weather, visibility, climate, property, transportation, economy, personal comfort, and well-being. The scientific criteria upon which the standards are based are periodically reviewed by EPA, and the standards are re-established or changed based upon the findings. The current national primary and secondary standards ambient air quality standards are ' summarized in Table 7. -28- TABLE 7 SUMMARY OF NATIONAL AMBIENT AIR QUALITY STANDARDS Pollutant Averaging Time National Primary National Secondary Standard Standard PM-10 Annual Arithmetic Mean 50 ug/m3 (a) Same as primary (a) 24 hr (b) 150 u /m3 (a) Same as primary (a) S02 Annual Arithmetic Mean 80 ug/m3 None 24 hr (a) 365 ug/m3 None 3 hour (a) None 1,300 ug/m3 N02 Annual Arithmetic Mean 100 ug m3 Same as primary 8 our a 9 ppm None 1 hour (a) 35 p pm None 3 1 hour b 0.12 ppm ame as primary Pb Quarterly Arithmetic Mean (a) 1.5 u /m3 Same as primary (a) Not to be exceeded more than once per year (b) Not to exceed more than one day per year averaged over a three-year period ug/m3 = micrograms per cubic meter of air ppm = parts per million microgram = one millionth of a gram, where 454 grams = 1 pound Monitoring of the pollutants, except Pb, is performed statewide by the North Carolina Division of Environmental Management (NCDEM). When standards are exceeded, an area is labeled as non-attainment for that pollutant. Durham County is classified as a maintenance area for 03 and CO. The most prevalent pollutant emitted from motor vehicles is CO. For this reason, the analyses presented are concerned with -29- r mm m m= m m w M 'M m m m m M ¦r m z 0 m a 0 m m m X -o a m a ?r ?0 20 _a 2-4 .15 oZ N 00 mm 00 vN Dr- .<m m m m 0 N 4 rn 0 0 N O O 21 1 1 v b s9 2 >Oao 0 d n m O D m m 9 -C C N m D n m I? nm=0 m ?I ° 'D TRICENTER Z v , BOULEVARD cn c ?D -i . m D I r D r2 to r? n rm CATALINA STREET a I?? m DIAL r ? DRryE BRADFORD / • ? ? `?o clacLe • O Exis0 o m Says DRIVE O , n r o' m ? w q9 ° o 0 x w c? N m m m m m m m m m m m m m m m m m = 1 determining the project 2020 CO levels in the vicinity of the ' project. To determine the CO concentration at a receptor, two ' concentration components must be used: local and background. The local component is predicted from dispersion modeling and is ' due to CO emissions from motor vehicles operation near the receptor locations. The background component is the ambient CO level. The background CO component for the project area was t estimated to be 1.8 ppm as recommended by NCEHNR. This is a typical value for a suburban area. These two components were ' added together to determine the total CO concentration for comparison to the NAAQS. ' Areas with high traffic volumes are most likely to generate the highest levels of CO. In determining the air quality impact of the proposed project, the intersections with the highest projected ' volumes of traffic were evaluated. The intersection of Cornwallis Road and Northeast Creek Parkway and Ellis Road and Northeast ' Creek Parkway are anticipated to have the highest CO levels due to higher traffic volumes and the presence of vehicles idling at 1 these intersections. At these intersections, the line source computer model CAL3QHC ' was used to predict the local CO concentration components. The CAL3QHC model is a dispersion computer model developed for the Environmental Protection Agency (EPA). Based on the assumption that vehicles at an intersection are either in motion or in an idling state, the program is designed to predict air ' pollution levels by combining emissions from both moving and idling vehicles. ' CAL3QHC uses emission factors generated by EPA's approved model MOBILE 5A. To evaluate the maximum impact of the ' proposed project on ambient CO concentrations, worst-case inputs were used in the modeling including receptor locations at minimum right-of-way distances, adverse meteorology, peak ' traffic conditions, and worst-case CO vehicles emission factors. The worst-case assumptions for these parameters are not expected -30- to occur simultaneously; however, the objective is to develop a worst-case scenario to predict the highest CO concentrations that occur as a result of the proposed project. MOBILE 5A input parameters included: Vehicle Mix autos (gasoline) 55.6% light trucks (gasoline) 20.9% medium trucks (gasoline) 8.1% heavy trucks (gasoline) 3.6% autos (diesel) 0.2% medium trucks (diesel) 0.3% heavy trucks (diesel) 10.8% motorcycles 0.5% Tampering rates: Annual mileage accumulation rates and registration distributions: Basic exhaust emission rates: Inspection /maintenance program: MOBILE 5A Default MOBILE 5A Default MOBILE 5A Default No I/M in 1995, assume Basic I/M starting in 1996 Additional corrective factors: Anti-tampering program: Refueling emission rate: Ambient temperature: Minimum and maximum daily temperature: Base and in-use volatility (RVP) Region: Calendar year: Speed: Operating mode fractions: None None Uncontrolled 45°F minimum = 4.50°F maximum = 45.0°F 10.5 in 1995, 10.5 in 2020 Low altitude (approximately 500 feet above mean sea level) 1992 and 2010 (January 1) 25 MPH Non-catalyst, cold-start vehicles = 20.6% Catalyst, hot-start vehicles = 27.3% Catalyst, cold-start vehicles = 20.6% -31- Worst-case CAL3QHC and CALINE3 input parameters included: Averaging time: ' Surface roughness: Settling velocity: Deposition velocity: Receptor height: ' Traffic volumes: Emission factor: ' Source height: Wind speed: Wind direction: ' Mixing height: Ambient concentration: J 60 minutes 0.75 (corresponds to tall grass) 0 centimeters/ second 0 centimeters/ second 1.8 meters peak hour volumes, year 2020 from MOBILE 5A (grams per mile) 0 meters 1 meter/second 1 ° increments 1,000 meters 1.80 ppm As stated earlier, the intersections with the heaviest projected traffic volumes were evaluated. A total of eight different receptors (four at each intersection) were analyzed to compare the air quality impact of proposed Northeast Creek Parkway. Table 8 summarizes the results of the air quality analysis. Only the CO concentration at the most affected receptor (worst-case) is shown. TABLE 8 SUMMARY OF AIR QUALITY IMPACTS CO Concentration ( m) Receptor Intersection with Intersection with Number Cornwallis Road Ellis Road 1 3.4 3.1 2 3.4 3.1 3 3.2 2.9 4 3.2 2.9 -32- In 2020, the maximum one-hour CO concentration of the intersection of Cornwallis Road and Northeast Creek Parkway is expected to be 3.4 ppm and the maximum concentration at Ellis Road is expected to be 3.1 ppm. Comparison of the predicted CO concentration within the NAAQS indicate no violations of the one-hour CO standard of 35 ppm occur. Likewise, it can be concluded that the eight-hour standard (9.0) will not be exceeded because the one-hour CO analysis does not exceed 9.0 ppm. The project is located in Durham County, which is within the Raleigh-Durham nonattainment area for ozone (03) and carbon monoxide (CO) as defined by the EPA. The 1990 Clean Air Act Amendments (CAAA) designated these areas as "moderate" nonattainment area for 03 and CO. However, due to improved monitoring data, these areas were redesignated as "maintenance" for 03 on June 17, 1994. Section 176(c) of the CAAA requires that transportation plans, programs, and projects conform to the intent of the state air quality implementation plan (SIP). The current SIP does not contain any transportation control measures for Durham County. The Durham-Chapel Hill-Carrboro 1995 Transportation Improvement Program (TIP) have been determined to conform to the intent of the SIP. The MPO approval date for the TIP is November 9, 1994. The USDOT approval date of the TIP is April 4, 1995. The current conformity determination is consistent with the final conformity role found in 40 CFR Part 51. There has been no significant changes in the project's design concept or scope, as used in the conformity analyses. 10. Geology The site is located within the Durham Triassic Basin, and the site is underlain by siltstone and sandstone which were deposited in a sedimentary environment. Bedrock consists of soft to hard sedimentary rock which is encountered at depths of three to ten feet below the existing ground surface. -33- 11. Potential Hazardous Material Sites L C Potential hazardous material sites include generators, treaters, and disposers of hazardous wastes, landfills, sewage treatment facilities, garbage dumps, abandoned service stations with underground storage tanks, fuel, oil, and gasoline storage tanks and lagoons. The following sources were reviewed to determine if any hazardous material sites or leaking underground storage tanks are located in the project study area: • Hazardous Waste Branch Files, North Carolina Department of Environment, Health, and Natural Resources (NCDEHNR) • Special Incidents Branch Files, NCDEHNR • Superfund Section Branch Files, NCDEHNR • Solid Waste Branch Files, NCDEHNR • North Carolina Solid Waste Section List of Solid Waste Facility Contacts, December 1992 • North Carolina Inactive Hazardous Sites Program, Status Report, February 1992 • United States Environmental Protection Agency, Region IV, Wasteland Pre-remedial/Federal Facility Report, September 1993 ' As a result of the review, no sites were identified within the immediate vicinity of the proposed project. Therefore, there does not appear to be any hazardous materials, landfills, underground t storage tank sites, or other sites that would have an impact on the proposed project. 12. Visual Impacts ' The central portion of the project area is predominantly wooded and undeveloped with gently rolling hills and small creeks. Portions of the study area will be visually impacted by the construction of the proposed project. The typical section for this project was selected to allow for landscaping and screening in ' selected areas to mitigate adverse visual impacts. -34- 13. Construction Impacts Short term construction impacts may occur in the areas of water quality, air quality, natural resources, and noise. The potential impacts can be minimized by careful adherence to established construction methods. These methods are described below: a. Waste and debris will be disposed of in areas outside of the right-of-way and provided by the contractor, unless otherwise required by the plans or special provisions or unless disposal within the right-of-way is permitted by the engineer. Disposal of waste or debris in active public waste or disposal areas will not be permitted without prior approval by the engineer. Such approval will not be permitted when, in the opinion of the engineer, it will result in excessive siltation or pollution. b. During construction of the proposed project, all material resulting from clearing, grubbing, demolition, or other operations will be removed from the project, and disposed of by the contractor. Any merchantable timber will be salvaged. If vegetation is disposed of by burning, all burning shall be done in accordance with applicable local laws and regulations of the North Carolina SIP for air quality in compliance with 15 NCAC 2D.0520. Additionally, trees outside of the construction limits will be protected from construction activities to prevent skinning tree trunks from heavy equipment, exposing roots, smothering trees from fill dirt around the base, or accidentally spilling petroleum. c. Borrow pits and ditches will be drained insofar as possible to alleviate breeding areas for mosquitoes. d. Care will be taken not to block existing drainage ditches. e. There will be strict adherence to the erosion control plan by the contractor, including limiting areas and duration of exposed earth and stabilizing exposed areas as quickly as possible. f. Measures will be taken to alleviate the dust generated by construction when the control of dust is necessary for the protection, safety, and comfort of motorists and nearby residents. -35- ' g. Although the high equipment noise levels are expected to be the main contributor to the construction activity noise emissions, noise impacts during project construction are of short duration. Peak noise levels from highway construction equipment as measured at a distance of 50 feet may vary from 70 dBA to 100 dBA. It is anticipated that the major sources of construction noise ' will be from earth removal, hauling, grading, pile driving, and paving. General construction noise impacts that can be expected are temporary speech interference for passersby and those individuals working near the project. Such noise will be limited to daylight hours as much as possible. 14. Permits Required Section 404 permits will be required from the Army Corps of Engineers for any activities that encroach into jurisdictional wetlands or "waters of the United States". In addition, Section 401 of the Clean Water Act requires each state to certify that state water quality standards will not be violated for activities which: 1) involve issuance of a federal permit or license; or 2) require discharges into "waters of the United States". The Corps of Engineers cannot issue a 404 permit until 401 water quality ' certification is approved by the NC Department of Environment, Health, and Natural Resources - Division of Environmental Management. As discussed in Section IV.D.3, some wetland encroachments have already received Nationwide Permits from the Corps and water quality certification from the state. The permits were previously obtained by the property owner and will be used or modified for this project. Other permits outlined in Section IV.D.3 are pending. 15. Secondary Impacts Post construction secondary impacts will be dependant on future ' development in the project area. This development is expected to include institutional as well as commercial projects. As the area evolves, secondary impacts may include the development of currently undeveloped land which may result in the loss of additional woodlands and fields. -36- V. PUBLIC INVOLVEMENT An informal public hearing will be held after this document is completed and distributed by NCDOT. The hearing will be informal with one-on-one interaction between project staff and the public, and ' will be held at a site in or near the project area. Exhibits for the workshop will include maps of the proposed alignment, aerial photographs of the project area, and all information included in this document. Citizens will have the opportunity to make comments on forms that will be provided. VI. COMMENTS AND COORDINATION Comments on the proposed construction of Northeast Creek Parkway were requested from the following agencies. An asterisk indicates that a written response was received. These comments are incorporated into the environmental assessment contained in this report. A copy of the comments is included in the Appendix. US Army Corps of Engineers US Geologic Survey Triangle J Council of Government City of Durham US Fish and Wildlife Service Durham County * NC State Clearinghouse * NC Department of Environment, Health, and Natural Resources, Division of Environmental Management * NC Wildlife Resources Commission NC Department of Cultural Resources, Division of Archives and History NC Department of Public Instruction Research Triangle Foundation of North Carolina -37- I.......... ........ ..... . . ..... ... .......... ............ .... ....... I..... ....... . ............. ....... .... ............ . ... .. ....... ......... .......... ... ...... . ............... ... .............. .......... . . .......... .... ...... . I... ......... .. . . ..... .... .... . . ... . .......... ........... .......... w Z J U I- Q ?m N ? r LL O O co D W Cl) 0 a O IL a CL w w cc U W a w x I VII. FINDING OF NO SIGNIFICANT IMPACT Based upon the assessment of environmental impacts included in this ' document, it has been determined that the project will not have a significant adverse impact on the environment. This FONSI completes the environmental review. An Environmental Impact Statement will not be ' prepared for this project. ' All standard procedures and measures including Best Management Practices will be implemented to avoid or minimize environmental impacts. No special or unique environmental commitments are necessary. u -38- APPENDIX I FHOM HALLIGH KLUULHIUKY June 5, 1995 Regulatory Branch Action ID No. 199201826 and Nationwide Permit No. 26 (Headwaters and Isolated Waters) Mr. H. Franklin Vick, P.E., Manager Planning and Environmental Branch North Carolina Department of Transportation Post Office Box 25201 Raleigh, North Carolina 27611-5201 .r. Vick: Reference is made to my letter of March 29, 1993, to the city of. Durham that confirmed Department of the Army authorization to discharge fill material into 2.6 acres of waters (and/or wetlands) of Northeast Creek, associated with the construction of the Northeast Creek Parkway Extension, northeast of Cornwallis Road, in Durham, Durham County, North Carolina. Reference is also made to your request of May 18, 1995, submitted by your agent, Mr. Mack Little with Little and Little, that notified us that you have not begun construction of the reference project and that the work will not begin until the summer of 1995:" our review of the scope of your proposed work within jurisdictional .raters (and/or wetlands) indicates that you propose no additional impacts to jurisdictional areas beyond those originally reviewed and authorized. For the purposes of the Corps of Engineers' Regulatory Program, Title 33, Colic of Federal Regulations (CFR), Part 330.6, published in the Federal Register on November 22, 1991, lists nationwide permits. Authorization was provided, pursuant to Section 404 of the Clean Water Act, for discharges of &edged or fill material into headwaters and isolated waters. Your proposed work is authorized by this nationwide permit provided it is 'accomplished in strict accordance with the enclosed conditions and provided you receive a Section 401 water quality certification from the North Carolina Division of Environmental Management (NCDEM). You should contact Mr. John Dorney, telephone (919) 733-1786, regarding water quality certification. This nationwide permit does not relieve you of the responsibility to obtain other required State or local approval. This verification will be valid until the nationwide permit is modified, reissued or revoked, which will occur prior to January 21, 1997. It is incumbent upon you to remain informed of changes to the nationwide permits, which will be announced by public notice when they occur. If you commence, or are under contract to commence, this activity before the date the nationwide permit is modified or revoked, you will have twelve months from the date of the modification or revocation to complete the activity under the present terms and conditions of this nationwide permit. Questions or comments: may be addressed to Mrs. Jean B. Manuele, Raleigh Field Office, telephone (919) 676-8441, Extension 24. ?KUM KHLLIUH KLbULHiUKV 1 Sincerely, G. Wayne Wright Chief, Regulatory Branch Enclosure Copy Furnished (without enclosure): Mr. John Dorney Division of Environmental Management ' North Carolina Department of Environment, Health and Natural Resources Pont Office Sox 29535 Raleigh, North Caroling 27626-0535. REPLY TO ATTENTX>N OF I !?- A DEPARTMENT OF THE ARMY MAY WILMINGTON DISTRICT. CORPS OF ENGINEERS P.O. BOX 1890 WILMINGTON. NORTH CAROLINA 28402-189OLITTLE May 22, 1995 Special Studies and Flood Plain Services Section Mr. H. Franklin Vick, P.E., Manager Planning and Environmental Branch North Carolina Division of Highways Post Office Box 25201 Raleigh, North Carolina 27611-5201 Dear Mr. Vick: -'al_b'j This is in response to your letter of April 7, 1995, requesting our comments on the "State Environmental Assessment/Finding of No Significant Impact for Northeast Creek Parkway from Cornwallis Road to Ellis Road in Durham, North Carolina, TIP No. U-2831A" (Regulatory Branch Action I.D. No. 199500522). Our comments involve impacts to flood plains and jurisdictional resources, which include waters, wetlands, and U.S. Army Corps of Engineers projects. The proposed roadway improvements would not cross any Corps-constructed flood control or navigation project. Enclosed are our comments on the other issues. We appreciate the opportunity to comment on this project. If we can be of further assistance, please contact us. Sincerely, William R. Dawson, P.E. Chief, Engineering and Planning Division Enclosure 11 Prwr4W an ® Rocyc4d P" ' May 19, 1995 1 U.S. ARMY CORPS OF ENGINEERS, WILMINGTON DISTRICT, COMMENTS ON: Page 1 of 1 ' "State Environmental Assessment/Finding of No Significant Impact for Northeast Creek Parkway from Cornwallis Road to Ellis Road in Durham, North Carolina, ' TIP No. U-2831A" (Regulatory Branch Action I.D. No. 199500522) 1. FLOOD PLAINS: POC - Bobby L. Willis, Special Studies and Flood Plain ' Services Section, at (910) 251-4728 The study area for the proposed project is located in the city of Durham ' and Durham County, both of which participate in the National Flood Insurance Program. From a review of Panel 30 of the January 1982 City of Durham Flood Insurance Rate Nap (FIR14), the proposed roadway appears to cross a tributary ' to Northeast Creek which was not included in the Durham Flood Insurance Study. Based on a review of the pertinent United States Geological Survey topo map, ' this stream does appear to have sufficient drainage area at the crossing to produce flooding. We recommend coordination with the-city for compliance with their flood plain ordinance. ' From a review of Panel 55 of the February 1979 Durham County FIRM and Flood Boundary and Floodway Map, a section of the proposed roadway appears to be aligned close to the detail study stream of Northeast Creek and may also impact the floodway. Should there be any impacts on the 100-year flood plain or defined floodway, we recommend that you coordinate with the Federal ' Emergency Management Agency regarding the need for a no-rise certification and with the county for compliance with their flood plain ordinance and any modifications to their flood insurance map and report. 1 2. MATERS AND WETLANDS: POC - Mrs. Jean B. Manuele, Raleigh Field Office, Regulatory Branch, at (919) 876-8441, Extension 24 Our Regulatory Branch has reviewed the submitted information and has provided the following comments. On March 8, 1994, Mrs. Jean B. Manuele met with Mr.- Mack Little, agent for North Carolina Department of Transportation (NCDOT), along the corridor of the proposed Northeast Parkway, in Durham, Durham County, North Carolina. The wetland delineation performed by Mr. Little was reviewed and was determined to accurately depict the limits of our regulatory jurisdiction pursuant to Section 404 of the Clean Water Act. ' Mr. Little was advised that the crossings of Northeast Creek and three of its associated tributaries are eligible to be authorized by Nationwide Permit ' Numbers 14 and 26. On May 18, 1995, Mrs. Manuele spoke with Mr. Little and she was informed that the permit application had been submitted to NCDOT for review and ' subsequent submittal to our office for concurrence. Should you have any questions concerning this project, please contact Mrs. Manuele. ?Y r?Fs w. State of North Carolina Department of Natural Resources and Community Development Division of Environmental Management 512 North Salisbury Street • Raleigh, North Carolina 27611 James G. Martin, Governor August 22, 1989 R. Paul Wilms William W. Cobey, Jr., Secretary Director Wendy C. Moses Little & Little Post office Box 1448 Raleigh, North Carolina 27602 Dear Ms. Moses: Subject: Proposed Fill in Headwaters or Isolated Wetlands Craig Davis Properties - Ellis Drive Ext. Durham County Upon review of your request for Water Quality Certification to place fill material in wetlands adjacent to Northeast Creek, we have determined that the proposed fill can be covered by General Water. Quality Certification No. 2176 issued November 4, 3-987. A copy of the General Certification is attached. This Certification may be used in qualifying for coverage under Corps of Engineers' Nationwide Permit No. 26. If you have any questions, please contact Bill Mills at 919/733-5083. Sincerely, R., Paul Wilms Attachment cc: Wilmington District Corps of Engineers Raleigh Regional Office P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone 919.733-7015 An Equal Opportunity Affirmative Action Employer 11 •ti IN REPLY REFER TO Regulatory Branch SUBJECT: File No. SA:d26-89-62, Ellis Drive Extension SEP 20 1989 LITTLE & LITTLE Mr. Craig M. Davis ' Craig Davis Properties 3605 Glenwood Avenue) Suite 435 Raleigh, North Carolina 27612 ' Dear Mr. Davis: This letter is in response to the pre-discharge notification that was received from you on August 24, 1989, concerning a proposed project in Durham County, North Carolina (copy enclosed). . Your proposed project has been evaluated and, based on the information that you provided, the Division Engineer has determined that it Is authorized by Nationwide Permit 33 CFR 330.5(a)(26)(copy of Division authorization enclosed). A separate Department of the Army permit is not required providing the work is performed as described in the pre-discharge notification and in accordance with the conditions listed in 33 CFR 330.5(b)(1-14) (copy of list enclosed). Other State and local authorizations may also be required. Thank you for your cooperation with our permit program. Sincerely, Enclosures i Copy Furnished: DEPARTMENT OF THE ARMY WILMINGTON DISTRICT, CORPS OF ENGINEERS P.O. BOX 1890 WILMINGTON, NORTH CAROLINA 28402.1890 September 15, 1989 Charles W. Hollis Chief, Regulatory Branch ? Ms. Wendy C. Moses Little and Little Post Office Box 1448 Raleigh, North Carolina 27602 Copy Furnished (with Division recommendation): U.S. Fish and Wildlife Service Fish and Wildlife Enhancement Post Office Box 33726 Raleigh, North Carolina 27636-3726 V DEPARTMENT COF THE ARMY OF ENGINEERS WILMINGTON DISTRICT. ORPS OF ENGINEERS O YVILM(NGTON, NORTH CAROUNA 28402-1890 M/ F EMy REFER TO March 29, 1993 MAR 3 1993 LITTLE & LITTLE Regulatory Branch Action ID. 199201826 and Nationwide Permit No. 26 (Headwaters and Isolated Waters) City of Durham Engineering Department Attn: Mr. Lee Murphy 101 City Hall Plaza Durham, North Carolina 27701 Dear Mr. Murphy: lication of April 16, 1992, for Department of the Reference your Vint'•app discharge fill material within waters of the Unite , Army authorization to nal 1 adjacent to' States, causing the loss of antadditio.1 acres of wetlands 2. res and above the headwaters ortho?east creek., fyr?erte total fill of 2. 6 ?acres creek for construction of the N Durham County, North Carolina' Cornwallis Road, in Durham, For the purposes of the U.S. Army Corps of Engineers' Regulatory Program, CFR), Part 330.6, published in the NWP Title 33, code of Federal Regulations Federal Register on November 22, 1991,. lists nationwide permits ( Authorization was provided, pursuant to Section 404 of the Clean Water Act, for discharges of dredged or fill material into headwaters and isolated waters provided: a. The discharge does not cause the. loss of more than 10 acres of waters of the United States; a would b. The permittee notifies the District Engineer if t ne nesacreg in cause the loss of waters of the Stateconds For discharges in accordance with the "Notification" 9 the notification must also include special aquatic sites, including wetlands, wetlands; and a delineation of affected specific aquatic sites, including including all attendant features, both temporary and c_ The discharge, project. permanent, is part of a single and complete -2- Your work is authorized by this NWP provided it is accomplished in strict ' accordance with the enclosed conditions. This NWP does not relieve you of the responsibility to obtain any required State or local approval. You should contact Mr. John Dorney, North Carolina Division of Environmental Management, (919) 733-5083, to obtain the necessary Section 401, Water Quality certification prior to starting work. This verification will be valid for 2 years from the.date of this letter ' unless the NWP authorization is modified, reissued, or revoked. Also, ths verification will remain valid for the 2 years if, during that period, the NWP authorization is reissued without modification or the activity complies with ' any subsequent modification of the NWP authorization. If during the 2 years, the NWP authorization expires or is suspended or revoked, or is modified, such that the activity would no longer comply with the terms and conditions of the NWP, activities which have commenced (i.e., are under construction) or are under contract to commence in reliance upon the NWP will remain authorized provided the activity is completed within 12 months of the date of the NWP's expiration, modification or revocation, unless discretionary authority has ' been exercised on a case-by-case basis to modify, suspend, or revoke the authorization. Questions or comments may be addressed to Mr. Eric Alsmeyer, Raleigh Regulatory Field Office,. at telephone (919) 876-8441, extension 23. Sincerely, Enclosure G. Wayne Wright Chief, Regulatory Branch U RHAM City of Durham 4 North Carolina Department of Transportation 101 City Hall Plaza phone (919) 560-4366 " Durham. North Carolina 27701 FAX (919) 560-4561 8 6 9 May 9, 1995 C E I V? IYOF MEDICINE Mr. H. Franklin Vick, P.E. Manager, Planning and Environmental Branch MAY 1 2 1995 N. C. Department of Transportation P. O. Box 25201 DIVISICN OF Q Raleigh, N.C. 27611-5201 PIGHWAYS P Subject: Northeast Creek Parkway, TIP Project No. U-2831 A ??RON6tIE? Dear Frank: The City of Durham is pleased to offer preliminary comments for the preparation of the draft State Environmental Assessme are ding to No Significant Impact (SEAJFONSI) on the subject project. Our comments Northeast Creek Parkway is designated as a proposed bike facility in The Regional Bicycle Plan. The proposed cross sections should therefore accommodate bicycles. The curb and gutter segments should provide 14 feet wide outside travel lanes. The segments without curb and gutter should provide 4 foot wide paved shoulders, which may well be justified with the truck traffic anticipated in this industrial area. Also, the SEAJFONSI should address the need for.pedestrian facilities and connections with sidewalks recently constructed theResearch proposed corridor. This facility may also provide an excellent opportunity for Triangle Park to expand its jogging trail system. This should also be addressed. The proposed right-of-way widths should be sufficient to accommodate one both bike and are pedestrian facilities. The proposed 90 feet rights-of-way for segments insufficient for these purposes and should be expanded to a minimum of 100 feet. The right- of-way must be sufficient for both wide outside bike lanes, sidewalks, and utility strip. Please be advised that Durham has several adopted land use plans that affect this area. Consistency or inconsistency with these plans should be appropriately noted. These plans include the City and County Comprehensive Plan, The South Central Durham Plan, The Triangle Township Plan, and The Durham Urban Trails and Greenways Master Plan. Please note that the project affects the proposed Northeast Creek Greenway. Each of these plan documents are available from the Durham City-County Planning Department. Mary Hough, the City's Transit Administrator has prepared comments for the Durham Area Transit Authority. Her comments are attached. 1 r Thank you for the opportunity to comment on the proposed project early in the the Draft SEp/FONSI and plan to prov de additional process. We look forward to reviewing ' comments based upon the findings of the draft study. If the City of Durham can provide additional assistance, please let me know. ' Sincerely, H. Wesley Par am, P.E. Senior Transportation Engineer ' Attachment cc: Mark Ahrendsen ' Vonda Frantz Dick Hails Mary Hough ' Owen W. Syrian i AIMM DURHAM AREA TRANSIT AUTHORITY MEMORANDUM TO: H. Franklin Vick, Planning and Environmental Branch FROM: Mary Hough, Transit Administrator f'T I" 1r-r'T: Nnr*h-nst Creek Parkway Thank you for the opportunity to comment on the design for the above referenced project with regard to the needs of public transit. Although this road will not necessarily be used by DATA, it is a connection within RTP that would be used by the TTA. Because of this, it would be desirable that the road have adequate shoulders, in terms of size and construction, to accommodate waiting areas and amenities for transit users. This is especially true in the areas where commercial/industrial facilities abut the road. We have already received requests for service from entities on Tricenter Blvd., so it appears that there is a demand for transit service in the area. I hope that these comments/request can be incorporated into the design of the road, and if you have any concerns or questions, please feel free to call me at 688- 2742. I F-?`" ¦ TAICF?? ? PR1DE IN United States Department of the Interior, ???? FISH AND WILDLIFE SERVICE Ecological services ?., E I V Post Office Box 33726 V ?O Raleigh. North Carolina 27636-3726 Q` May 24, 199 `MAY 2 6 1995' r v z DIVISICN OF Mr. H. Franklin Vick HIGHWAYS Planning and Environmental Branch F?? T N.C. Division of Highways IRON P.O. Box 25201 Raleigh, NC 27611 Subject: Environmental Assessment Parkway, Durham1County, North No Significant Impact No. U-2831A Dear Mr. Vick: This responds to your letter of April 7, 1995 requ?sting information from the U. 5. Fish and wildlife Service (Service) on evaluating the potential environmental impacts of the above-referenced project. This report provides scoping information and is provided in accordance with provisions of the Fish and Wildlife Coordination Act, as amended (16 U.S.C. 661-667d) and Section 7 of the Endangered Species Act of 1973 (16 U.S.C. 1531-1543). Preliminary planning by the North Carolina Department of Transportation (NCDOT) calls for the construction of the Northeast Creek Parkway from Cornwallis Road to Ellis, a project of approximately 1.8 miles. The proposed project is divided into five sections, some of which will follow existing roads. Actual work within the sections includes construction of two lanes, grading to facilitate future construction, and none. The Service's review of any environmental document would be greatly facilitated if it contained the following information: 1.. A description of the fishery and wildlife resources within existing and required additional right-of-way and any areas, such as borrow areas, which may be affected directly or indirectly by the proposed project. 2. A lict and acrce3ae of the wetland t.,pes which will be impacted. Wetland types should follow the wetland classification scheme of the National Wetlands Inventory. This list should also give the acreage of each wetland type to be affected by the project as determined by the Federal Manual for Identifying and Delineating Jurisdictional Wetlands. 3. Engineering techniques which will be employed for designing and constructing narssoat along with the linear feet of any water courses to be relocated. 4. The cover types of upland areas and the acreage of each type which would be impacted by the proposed project. 5. Mitigation measures which will be employed to avoid, eliminate, reduce, or compensate for habitat value losses associated with the project. These measures should include plans for replacing unavoidable wetland losses. 6. The environmental impacts which are likely to occur after construction as a direct result of the proposed project (secondary impacts) and an assessment of the extent to which the proposed project will add to similar environmental impacts produced by other, completed projects in the area (cumulative impacts). The attached page identifies the Federally-listed endangered, threatened, and candidate species which occur in Wake County. The section of the environmental document regarding protected species should contain the following information: 1. A review of the literature and other information; 2. A description of any listed species or critical habitat that may be affected by the action; 3. An analysis of the ".effect of the action", as defined by CFR 402.02, on the species and habitat including consideration of direct, indirect, cumulative effects, and the results of related studies; 4. A description of the manner in which the action may affect any species or critical habitat; 5. Summary of evaluation criteria used as a measure of potential effects; and 6. Determination statement based on evaluation criteria. Candidate species refer to any species being considered by the Service for listing as endangered or threatened but not yet the subject of a proposed rule. These species are not legally protected under the Act or subject to its provisions, including Section 7, until formally proposed or listed as threatened or endangered. New data could result in the formal listing of a candidate species. This change would place the species under the full protection of the Endangered Species Act, and necessitate a new survey if its status in the project corridor is unknown. Therefore, it would be prudent for the project to avoid any adverse impact to candidate species or their habitat. The North Carolina Natural Heritage Program should be contacted for information on species under State protection. The Service appreciates the opportunity to comment on this project. Please continue to advise us of the progress of this project, including your official determination of the impacts of this project. If our office can supply any additional information or clarification, please contact Howard Hall, the biologist reviewing this project, at 919-856-4520 (ext. 27). Si ely yours, David A. Dell Acting Supervisor Durham County REVISED APRIL 19, 1995 Birds l.ald c,aglu 1????i?,eeius Icucoccu..u.us1 - L Plants ' Michaux's sumac (Rhus michauxn) - E• Smooth coneflower (Echinacea laevigata) - E ' There are species which, although not now listed or officially proposed for listing as endangered or threatened, are under status review by the Service. These "Candidate"(C1 and C2) species are not legally protected under the Act, and are not subject to any of its provisions, including Section 7, until they are formally proposed or listed as threatened or endangered. We are providing the below list of candidate species which may occur within the project area for the purpose of giving you advance notification. These species may be listed in the future, at which time they will be protected under the Act. In the meantime, ' we would appreciate anything you might do for them. Clams ' Atlantic pigtoe (Fusconaia masoni) - C2 Green floater (Lasmigona subviridis) C2 Yellow lampmussel (Lampsilis carioca) - C2 ' Insects Septima's clubtail dragonfly (Gomphus septima) - C2• Plants ' A liverwort (Plagiochila columbiana) - C2• Sweet pinesap (Monotropsis odorata) - C2 Tall larkspur (Delphinium exaltatum) - C2 ' 1 I•Indicates no specimen in at least 20 years from this county. FI North Carolina Department of Administration James B. Hunt Jr., Govemor May 11, 1995 Mr. H. Franklin Vick N.C. Department of Transportation Planning and Environmental Branch Transportation Building Raleigh, North Carolina 27611 Dear Mr. Vick: Katie G. Dorsett, Secretary RE: SCH File #95-E-4220-0731; Scoping - Proposed Construction of the Northeast Creek Parkway from Cornwallis Road to Ellis Road in Durham, NC TIP #U-2832A The above referenced environmental impact information has been reviewed through the State Clearinghouse under the provisions of the North Carolina Environmental Policy Act. Attached to this letter are comments made by agencies reviewing this document which identify issues to be addressed in the environmental review document. For compliance with the North Carolina Environmental Policy Act the appropriate document should be forwarded to the State Clearinghouse for environmental review. Should you have any questions, please do not hesitate to call me at 733-7232. Sincerely, Ms. Chrys Baggett, Director State Clearinghouse Attachments cc: Region J ?Tom Rendig, NCDOT 116 West )ones Street -Raleigh, North Carolina 27603-8003 -Telephone 919-733-7232 State Courier 51-01-00 State of North Carolina Department of Environment, ' Health and Natural Resources Legislative & Intergovernmental Affairs ' James B. Hunt, Jr., Governor Jonathan B. Howes, Secretary Henry M. Lancaster II, Director MEMORANDUM All 44 E) EHNR TO: Chrys Baggett FROM: Melba McGee ' RE: 95-0731 Scoping Proposed Construction of the NE Creek Parkway, Durham ' DATE: May 9, 1995 ' The Department of Environment, Health, and Natural Resources has reviewed the proposed project. The attached comments are for the applicant's consideration. Thank you for the opportunity to review. attachments RECEIVED MAY 10 1995 N.C. STATE CLEARINGHOUSE ' p.o. Box 27687, Raleigh, North Carolina 27611-7687 Telephone 919-733-4984 An Equol Opportur y Affirmotive Action Employer 50% recycled/ 10'6 post-consumer poper State of North Carolina Department of Environment, r446e 0 A Health and Natural Resources Division of Environmental Management James B. Hunt, Jr., Governor C Jonathan B. Howes, Secretary 1:3 FE A. Preston Howard, Jr., P.E., Director May 5, 1995 MEMRAND TO: Melba McGee, Legislative & Intergovernmental Affairs FROM: Monica Swihart, Water Quality Planning SUBJECT: Project Review 195-0731; Scoping Comments - NC DOT Proposed Construction of Northeast Creek Parkway from Cornwallis Road to Ellis Road in Durham, TIP IU-2831A The Water Quality Section of the Division of Environmental Management requests that the following topics be discussed in the environmental documents prepared on the subject project: A. Identify the streams potentially impacted by the project. The stream classifications should be current. B. Identify the linear feet of stream channelizations/ relocations. If the original stream banks were vegetated, it is requested that the channel ized/relocated stream banks be revegetated. C. Number of stream crossings. D. Will permanent spill catch basins be utilized? DEM requests that these catch basins be placed at all water supply stream crossings. Identify the responsible party for maintenance. E. Identify the stormwater controls (permanent and temporary) to be employed. F. Please ensure that sediment and erosion and control measures are not placed in wetlands. G. Wetland Impacts 1) Identify the federal manual used for identifying and delineating jurisdictional wetlands. 2) Have wetlands been avoided as much as possible? 3) Have wetland impacts been minimized? 4) Discuss wetland impacts by plant communities affected. 5) Discuss the quality of wetlands impacted. 6) Summarize the total wetland impacts. 7) List the 401 General Certification numbers requested from DEM. P.O. Box 29535, Rdeigh. North cororna 27626-0535 Telephone 919-733-7015 FAX 919-733-2496 An Equal opportunity AMmative Action Employer W% recycled/ 10% post-congimer paper ,Melba McGee May 5, 1995 'Page 2. H. Will borrow locations be should avoid wetlands to ' Prior to approval of any contractor shall obtain ? R. 1 in wetlands? Borrow/waste areas the maximum extent practicable. borrow/waste site in a wetland, the a 401 Certification from DEM. Did NCDOT utilize the-existing road alignments as much as possible? Why not (if applicable)? To what extent can traffic congestion management techniques alleviate the traffic problems in the study area? Please provide a conceptual mitigation plan to help the environmental review. The mitigation plan may state the following: 1. Compensatory mitigation will be considered only after 'd d and minimized to the 3. Mitigation shoul e i restoration, creation, enhancement, and lastly banking. wetland impacts have been avoi e maximum extent possible. 2. On-site, in-kind mitigation is the preferred method of mitigation. In-kind mitigation within the same watershed is preferred over out-of-kind mitigation. A b n the following order: Please note that a 401 Water Quality Certification cannot be issued until the conditions of NCAC 15A: 01C.0402 (Limitations on Actions During NCEPA Process) are met. This regulation prevents DEM from issuing the 401 Certification until a FONSI or Record of Decision (ROD) has been issued by the Department requiring the document. If the 401 Certification application is submitted for review prior to issuance of the FONSI or ROD, it is recommended that the applicant state that the 401 will not be issued until the applicant informs DEM that the FONSI or ROD has been signed by the Department. Written concurrence of 40.1 Water Quality Certification may be required for this project. Applications requesting coverage under our General Certification 14 or General Permit 31 will require written concurrence. Please be aware that 401 Certification may be denied if wetland impacts have not been avoided and minimized to the maximum extent practicable. 10925.mem cc: Eric Galamb 'Reviewing (111e* REGIONAL OFFICE I State of Nort?1 Carolina , arc:. Department of Environment, Hoslth, . d NeturahBasclU?s tG^'' _?__ Due Date: _T? y -- '-- Project Number. INTERGOVERNMENTAL REVIEW '- PROJECT COIAI'rlENTS - -=- •.! it(s) andlot approvals indicated may need to be obtained in r After review of this project it has with North determd that ine Law. EHNR a -Ch- Indicated on the reverse of the loan. order for this project to Comply units should be addressed to the Region Process Questions regarding these pe it pIlice rrrlils are available from the same Normal Time All applications, Information and guidelines relative to these plans and Pe.t r• (statutory time RCQiO/t?I Olljce. Irmitl SPECIAL APPLICATION PROCEDURES or REQUIREMENTS 30 days PERMITS Appiication 90 days belore begin construction or award of permit to construct [ opetale wastewater treatment construction cont racts On•slle Inspection. Post•appiication (90 days) tac(Iltles, sewer system extensions, t: sewer t n technical conference usual eystems, not discharging into state surface wa e . belOre begin activity. On-site inspection. 90120 days permit to discharge into surface water and/or NPOES • D! f ilities lication 180 days App lication conlerence usual. Additionally. obtain permit 10 o FteOmY -granted after NPDES f ilit tNrAI t ac permit 10 operate and construct wastewater ac y construct wastewater treatment lans or issue of NPOES t of i ? discharging into state surface waters. p p lime 30 days alter rece permit whichever is later. 30 clays lori lecnniV. conference usually necessary li (NrAI pR.app ca ? Water Use Permit 7 days complete application must be received and permit issued (15 clays) ? Well Construction Permit prior to the rnstallauon of a well. • ropeny i n _ 55 days p a served on each adjacent ripar st be Application coOY mu On-site Inspection.-Pre•a001ication conference usual. Filling wner f l40 days) Dredge and Fill Permit . O l Fill from N.C. OFill IOPermitl o may require Easement td e and Dred ? g ra Administration and Fede 60 days (90 Caysi permit to construct 1 operate Air Pollution Abatement as per 15A NCAC 21H NIA ? facilities and/or Emission Sources Any Open burning associated with subject Proposal ith 15A NCAC 20.0520• must be in c°^+Plia^ce w 60 clays Demolition or renovations OI slrUClurdw tnn15A liance IA asbestos material must be in comp N ? NCAC 20.0525 which requires notification and re /1 CO? demojition. Contact Asbestos Control Gfoup t (9e o]ys) o prior 919.733-0820. a Complex Source Permit required under 15A NCAC 73 must be properly addressed to any land disturbing activity An erosion & seaimenla i ? Land Duality Sect 1 at least 30 days d 20 The Seuirmr`:•talion Pollution Control Act of 19 H one of more acres to uired be disturbed. Plan tiled with PloPer Regional Office ( Cite oian must accomoanv additional ays( 130 s) S0 cla y ? control plan will be req CIA M lot the first Ordinance: days bel:ae be innin activity. A A fee the referrenced ith respect t° i ( y d 1973 mu c A .Sedimentatan Pollution Conlro l 'tMi st be addressed _ tn EHNR. Bond amount' LJ 'f• rid 1(1x0 wi on-site Inspection usual. Surely 00 I dlectee laneAny area 3G clays i `' ,?,?;;, • _ vanes with lype•hmlFe >:nd humlxr of acres ° bond p2rmi10. The appropriate than b6i krc:?use bq (60 days) o ldmine P?nr?i? ^« ,?! •.u ? ' -- ' . f r6inid preaiet *si t v receiiil). 1ft ermil ean•be' tsiut:d 1 day . ?. . :_ .-'? - - _ _ '. r ffnrt ?lrtslon•Foresi Resourc!!'fl ?e C llllA?1 N I 1 • r . • •• .-..? grlh i f`.JatfrurK•r permit ; . r3t :c, !• ?n.sr CAr_ •I ext;1.3', day', Y•. .... ..-- ` ` - • v ' •"^ - da a • ..!•.:'1' 1. . ••?.-.. •_.?-.?• ? _ 1 .• r •? .- ,.• . '.. , • - .. IO?i'Oy 14 b. Liivision Fore41 ai?WF erequifea -11 ttro re C1iOns y 1 , y -• - - "` G*1,r d Ciearinoi Burning Permit • ?? ic lolls -~ - r tdrfbue& i%&nn9 aclivitieS its i^va I?? Vrf- l %i41 ten day3 belillie-6cl?]l porn is Olanne0." m m ' ttY..'in coastal N.C. with organ _ 'ppuii - y ? e tould be a kflitkO `s 90.120] 1 -NIA • L! J pR {tttlriing Facilities ?.. r 001IL4.1bn 60 days befdh kjM. tAriarwucn. 11 d ,? 3p Car' , , 11 perMltt4quirl - A?jhGnl mist +ii!'N G Qu+?:ilmtd tnpineli 10: o1 ti 011ans. uuetP6i19eoes?r6itJI it EHNR &O 60 O+iY 0 I ^s And :Irapecl•cow:f4ctr?o1h;Nniryt0 le rIi=+ r it F' -111. A X1 Oaen Safely PC It dits e plena. Mal ?! Is t g is?lri?11uMe1Fdn of sli a vt EAgi!rse c• r ? ' ' -. .r• ' must a : ,1(40 armit tfolri 1 ! .. •b b S200 !i"ic fr(ilffnimifIll W OI A -?fj?uaKryy H 'y'r6*(JC1tsaNlcatio, pdi(wrial pfaCtatiMp k; Wsra din a An t r? g : 17ri, eorrrPe9yrtue!b0 °Ql'tiO _ _ . A Of lh!''Fd1al DIO!{t cOS1,sr)II tle Je0umre vPO^ I ??•` •- _ • ytKet ,. 'c : i' c4ritenued Qn rev erse n W. moval FERMI'TS (statutory time , limit) 10 days (NIA)' r I 10 days (N(AI 15.20 days I (NIA) (i0 days (130 daysi 55 days (150 daysi 22 days (25 days) 13 pertnll to drl:: oil d g- -e" ' Gepphysiui Exploration Permit a SWS (Jkes Construction Permit s01 wafer Ouallly Certification SPECIAL APPLICA (G•`! PROCEDURES or REOUtREMENTS File surety bond of S5AW with EHNR running to Slate of N.C. cond)))om) that any well opened by drift operator shall, upon abandonment. be plugged according to.EHNR rules and regulations Application filed with EKNR at least 10 days prior to lasue of permit Application by letter. No standard application form. Application fee based on structure size is charged. Must Include descriptions Z drawings of structure t proof of ownership of riparian property. NIA ' - - I 0,00 lee must accompany application El Permit for MAJOR devebpmenl :5 J M.00 fee must accompany application MINOR development CAMA Permit for U? Several geodetic monuments aft located In or near the proiecl area. it any monuments need to be moved or desiroyed. please not ly: N.C. Geodetic Survey. Box 276a7. Raleigh, N.C. 27611 . I I Abandonment of any wells. it reC'jired. must be In accordanGt warn trot rr, wN ^-r•- ?- ¦ ? Notification of the proper regional office is requested It -orphan underground storage tanks (USTSI are discovered during any excavarw•• -?-•.•..,,. AS oays Q Compliance with 15A NCAC 2H.1000 (Coastal Stormwater Rules) Is required. (NIA) Other comments (attach additional pages as necessary. Who eenain to cite comment ?utho(ily): (,?. S '; S(.Di l?? Rico !?+ Sc ? ?? cor??•-cam M ? ?? ?5??/?o?.,?. ss.?b i ? ?h- ?.?.r-? n,•?-?? t i,, ft„- t?t c- Do aJ? t?fl°Ro?k-_-7 t JI?tJ --[? ?(r;S (V 1.1 ?l<7 (1?1 ST•/1?-c-+1-+10 ? o r ?b?v M? Plr?-• f ^-tiF 5 rV3: L-L P?3 S?ior!3 F DA-?wA??td?- G,).1 ?1 ?t A?-lc4.r ?l p am?? . REGIONAL OFFICES regli. y these-permits should be addressed to the Regional Office marked below. Ouestions . tonal Office Re ?vill ion nal office ? Fayetteville Regio ilding B h i p e q As g u ov a Suite 714 Wac fjn l 59'yVQod Fayetteville, NC 28301 I Aevllle, NC 26801 ' (919)4 86.1541 ' r(794) 251-6208 c•. ; •: 'ldc: Q -_q,?i+:. ' ?: PWIe Regional Office Street. P.O: Box 950 .• ? Raleigh Regional office 3800 Barrett Drive, Suite 101 NC 27taQ9 , Raleigh Mbbille. NC 28115 _ , 733.2314 - 919 ( p: ) (7O4) 663-1699 • :. ?:.•. _? ? Wilmington Regional Office . I s1!1 ?apt Re t ice ice • 424 {.a ink venue v 127 Cardinal Dnve Exicns:on NC 28405 Wilmington ashrhpSon. NC 27689 t?46t , (919) 395-390.0. 7 - ?1 9. A ? Winslon"em Regional Office 6025 Nonh Point 9tvd. ?•:. Suite 100 Winston-Safetls,;,N3 .27106 • 4 ) (9t9( 890,007:- r' N__c,rrh _c=: aro_hn_a Wildlife Resources Commission E 1 C N. Salisbury Streit, Raleigh, North Carolina 27604-1188, 919-733-3391 Charles R. Fullwood, Executive Director (,-):, A\DUi\: McGee Office, of Legislative and Intergovernmental Affairs, DLHNR FROM: David Cox, Highway Project Coordi Habitat Conservation Program i-)„T : May 9. 1995 `l 'RJF.CT: Request for information from the N. C. Department of Transportation (NCT)O.Ti regarding fish and wildlife concerns for the Northeast Creek Parkway, from Cornwallis Road to Ellis Road in Durham, Durham County, North Carolina, TIP No. U-283 IA, SCH Project No. 95-0731. I h s memorandum responds to a request from Mr. H. Franklin Vick of the NC:DOT 'for our concerns regarding impacts on fish and wildlife resources resulting from the subiect project. Stab biologists with the N. C. Wildlife Resources Commission (-N1C'.W g.C ..) Dave ravie%ved the proposed project, and our comments are provided in accordance with provisions of the North Carolina Environmental Policy Act (G.S. 113A- i e: seq., as :anend*d; 1 NCAC 25). have no project specific concerns or recommendations at this time, however to ht:ln facilitate &,cument preparation, our general informational needs arc outlined I m-,;c intion of fishery and wildlife resources within the project area, in (ndinP a listing of federally or state designated threatened, endangered, or special concern species. Potential borrow areas to be used for project construction should be included in the inventories. A listing of designated piwit species can be developed through consultation with: The Natural Heritage Program N. C. Division of Parks and Recreation P. O. Box 27687 Raleigh, N. C. 27611 (919) 733-7795 2 May 9, 1995 Memo NCDA Plant Conservation Program t P. O. Box 27647 Raleigh, N. C. 27611 (919) 733-3610 2. Description of any streams or wetlands affected by the project. The need for charnelizing or relocating portions of streams crossed and the extent of such activities. Cover type maps showing wetland acreages impacted by the project. Wetland acreages should include all project-related areas that may undergo hydrologic change as a result of ditching, other drainage, or filling for projcct construction. Wetland identification may be accomplished through coordination with the U. S. Army Corps of Engineers (COE). If the COE is not consulted, the person delineating wetlands should be identified and criteria. listed. ;. Cover type maps showing acreages of upland wildlife habitat impacted by the proposed project. Potential borrow sites should be included. fire.:xte'1t to which the project will result in loss, degradation, or tiaei;iciiIat;on of wildlife habitat (wetlands or up!ands). Niitig-tiou for avoiding, minimizing or compensating for direct and in-li,e.-t degradation in habitat quality as well as quantitative losses. ' A, ri:mt1136Ve impact assessment section which analyzes the enviroiunental effects of highway construction and quantifies the contribution of this ' individual project to environmental degradation. A dissuasion of the probable impacts on natural resources wluch will result from ;coon dart' development facilitated by the improved road access. eoii_.tt•action of this facility is to be coordinated with other state. in,ulicipal, or private development projects, a description of these projects ' s i--,u,:i h. included in the environmental document, and all project should be identified. ;, ,•1; -i for the opportunity to provide input in the early plaruune stases for ' ,,? . • :f ; can fui•;hz. assist your office, please contact me at (919) 528-9886. Warl_c::, District 5 Wildlife Biologist E'7•ant, District 5 Fisheries Biologist NougamclEndangered Species Section Mgr. .116 ?•t ?r s North Carolina Department of Cultural Resources James B. Hunt, Jr., Governor Betty Ray McCain. Seattary Division of Archives and History William S. Price. Jr.. Director May 10, 1995 MEMORANDUM MAY 1 S 1995 TO: H. Franklin Vick, P.E., Manager Zj Planning and Environmental Branch DIVISION OF e Division of Highways h1GHWAYS 0Q nepartment of Mr--nc . t-l / ?- FROM: David Brook 4istoric P„reservation Officer Deputy State SUBJECT: Northeast Creek Parkway Durham from County, Uo d toA, Ellis Road in Durham, CH 95-E-4220-0731 We have received information concerning the above project from the State Clearinghouse. within There are no recorded ar f hdo°lhascnal sit eve rbeenasurdv yed for arpchroposed aeologi cal lect corridor, although the co reco resources. It is likely tom me dations fors uvesite y awe requestfthata ou for wardect. Prior to our making rec recent aerial photographs so we may determine the extent of current development in the area. We have conducted a search of our files and are aware of no structures of historical or architectural importance located within the planning area. While we note that this project is to be state funded, the potential for federal permits may require further consultation and compliance with Section 106 of the National Historic Preservatio Act. These comments are made in accord with G.S. 12 12(a) and contact ecutive Ord Gledhiller- XVI. If you have any questions regarding them, please Renee Earley, environmental review coordinator, at 919/733-4763. DB:slw cc: State Clearinghouse B. Church T. Padgett 109 East Jones Street • Raleigh, North Carolina 27601-2807 North Carolina Department of Cultural Resources Jamcs B. Hunt, Jr., Governor ' Betty Ray McCain, Sccretary Division Of Archives and History William S. .c Jr. Director ' May 30, 1995 JUN 5 1995 ' MEMORANnUM LITTLE & LITTLE TO: H. Franklin Vick, P.E., Manager Planning and Environmental Branch Division of Highways Department otXrat s?ortation ' FROM: David Brook Deputy State is ric Preservation Officer SUBJECT: Northeast Creek Parkway, U-2832A, Durham County, CH 95-E-4220-0731 ' We have received the aerial photograph for the above referenced project from the proposed project Robert T. Peter of Little & Little. As indicated on the aerial, area is heavily developed. It is unlikely that the Northeast Creek Parkway project as presently proposed will affect any National Register-eligible archaeological ' resources. We, therefore, recommend no archaeological investigations in connection with this project. ' The above comments are made pursuant to Section 106 of the National Historic Preservation Act of 1966 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. DB:slw ' cc: T. Padgett Y to Clearinghouse Zert T. Peter ' 109 East Jones Strect - Raleigh, North Carolina 27601-2807 0 Ty .SwF o? ORTH CAROLINA DEPARTMENT OF PUBLIC INSTRUCTION 301 North Wilmington Street, Education Building Raleigh, NC 27601-2825 TONDUM BOB ETHERIDGE State Superintendent ? G E ! V ?o April 21, 1995 Q' t TO: H. Franklin Vick, P.E., Manager Planning and Environmental Branch Division of Highways FROM: Charles H. al?e Assistant Stat S nntendent Auxiliary Se s AN 2 5 1995 VISiGN OF ?Q DI C r;IGHWAYS S Q?. WRON RE: State Environmental Assessment/Finding of No Significant Impact for Northeast Creek Parkway from Cornwallis Road to Ellis Road in Durham, North Carolina, TIP No. U-2831 A Please find attached communication from Dr. C. Owen Phillips, Superintendent for Durham County Schools, relative to subject project. mrl Enclosure An Fqu]I Opportunity / Atfirmxivc Action F:mploycr O O Bolding A World-Class System April 12, 1995 Dr. Charles K Weaver Assistant State Supenntendent Auxiliary Services North Carolina Department of Public Instruction 301 North Wilmington Street, Education Building Raleigh, North Carolina 27601-2825 Dear Dr. Weaver: C. Owen Phillips Superintendent 2 1 I9°5 Subject: State Environmental Assessment/Funding of No Significant Impact for Northeast Creek Parkway from Cornwallis Road to Ellis Road in Durham, North Carolina, TIP No. U-2831 A My staff has reviewed the North Carolina Department of Transportation and Highway Safety proposal for the Northeast Creek Parkway from Cornwallis Road to Ellis Road. We concluded that this parkway will not present any negative impact to our school system, but will assist the traffic flow in this area. In reference to Section Five, Southern High School was mentioned. This campus was sold to Glaxo, Inc. and a replacement school was opened in 1993 cn a new site. Sincerely, C. Owen Phillips cc: Ted Drain Mike Mulheirn Gary Ackley r Research Triangle Foundation of North Carolina /off 2 Hanes Drive Post Office Box 12255 Research Triangle Park, North Carolina 27709 Telephone: (919) 549-6181 FAX: (919) 549-8246 Mr. Mack Little Little & Little Post Office Box 1448 Raleigh, NC 27602 Dear Mr. Little: Elizabeth H. Rooks, Dkvcs« d Plydcul DevvIoP-V -rti ;a 109'5 May 11, 1995 LITTLE & LITTLE This is to confirm our telephone conversation concerning the standards to be used for the construction of Northeast Creek Parkway between Cornwallis Road and the Durham Freeway. This thoroughfare will provide a loop road along the northwest side of the Research Triangle Park. It is my understanding from our conversation that Northeast Creek Parkway will ultimately be a 4-lane, median-divided road, but that only two lanes will be constructed initially. The Durham-Wake Counties Research and Production Service District, which is the special tax district for the Research Triangle Park, has been constructing pedestrian trails throughout the Park over the last several years. To date, approximately 8 miles of these trails have been constructed. On behalf of the Service District, I would request that, if possible, Northeast Creek Parkway be constructed with shoulders which are wide enough to accommodate an 8-foot asphalt trail as this would facilitate construction of pedestrian trails by the Service District in the future. Also, if there are sufficient funds available, the Park would support construction of wider outside lanes to accommodate bicycle traffic. DEVELOPERS OF THE RESEARCH TMANGLE PARK t L 1 Mack Little May 11, 1995 Page 2 Please feel free to call me if you need any additional information about the Service District and its plans for constructing pedestrian trails in the Park. Sincerely, S Elizabeth H. Rooks State of North Carolina Department of Environment, F:.IWA Health and Natural Resources e Division of Environmental Management James B. Hunt, Jr., Governor p E dft Jonathan B. Howes, Secretary H N F1 A, Preston Howard, Jr., P.E., Director MEMORANDUM March 27, 1996 To: Melba McGee Through: John Dorne(F From: Eric Galamb Subject: Draft EA for Northeast Creek Parkway Durham County State Project DOT No. 9.8059062, TIP # U-2831A EHNR # 96-0731, DEM # 11205 The subject document has been reviewed by this office. The Division of Environmental Management (DEM) is responsible for the issuance of the Section 401 Water Quality Certification for activities which impact waters of the state including wetlands. The subject project will impact 3.03 acres of wetlands and did not quantify impacts to waters. DEM offers the following comments based on the document review: A) DEM received a 401 Certification application for a portion of this project in 1992. DEM approved wetland fill for wetlands W-2 and W-3. Total approval was for 1.14 acres. The remaining 1.89 acres will require a 401 Certification. B) DEM does not believe that application for two crossings of Northeast Creek can be covered by the corresponding 401 Certification for NW 14. DEM believes that the NW 14 permit can be used for one crossing of a creek only. DOT should contact the Corps of Engineers (COE) so they can make this determination. C) The document states that application for wetland sites W-4 through W-6 has been submitted to the COE. DEM has not received an application for these impacts. DEM cannot issue a 401 Certification for projects which require an environmental document (according to administrative code 15A NCAC 1C.0402) until the document has received approval from the State Clearinghouse. DOT is reminded that the 401 Certification could be denied unless water quality concerns are satisfied. Questions regarding the 401 Certification should be directed to Eric Galamb (733- 1786) in DEM's Water Quality Environmental Sciences Branch. cc: Raleigh COE Tom Kendig, DOT Monica Swihart necreek.dea FAXED MAR 2 71996 ; P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone 919-733-7015 FAX 919-733-2496 An Equal Opportunity Affirmative Action Employer 50`16 recycled/ 10% post-consumer paper Department of Environment, Health, and Natural Resourcw ? Project located in 7th floor library Office of Legislative and Intergovernmental Affairs Project Review Form n h? Project Number: County: Date: Date Response Due (firm deadline): This project is being reviewed as indicated below: N iku," 03 '-P+"q t Regional Office/Phone Regional Office Area In-House Review ? Asheville ? All R/O Areas ? Soil and Water ? Marine Fisheries ? Fayetteville ? Air ? Coastal Management ? Water Planning ? Water ? Water Resources El Environmental Health El Mooresville ?Groundwater *Nildlite ?Solid Waste Management ? Raleigh ? Land Quality Engineer 'kTForest Resources ? Radiation Protection ? Washington ? Recreational Consultant ? Land Resources ? David Foster El Coastal Management Consultant arks and Recreation ? Other (spREQ' VED El Wilmington ?Others ?Jgnvironmental Management '44R El Winston-Salem PWS l )Monica Swihart 121996 ENVfRftEN TAI SCIENCE S .... Manager Sign-Off/Region: Date: In-House Reviewer/Agency: Response (check all applicable) Regional Office response to be compiled and completed by Regional Manager ? No objection to project as proposed ? No Comment ? Insufficient information to complete review ? Approve ? Permit(s) needed (permit files have been checked) ? Recommended for further development with recommendations for strengthening (comments attached) ? Recommended for further development if specific & substantive changes incorporated by funding agency (comments attached/authority(ies) cited) In-House Reviewer complete individual response. ? Not recommended for further development for reasons stated in attached comments (authority(ies) cited) ?Applicant has been contacted ? Applicant has not been contacted ? Project Controversial (comments attached) ? Consistency Statement needed (comments attac ? Consistency Statement not needed ? Full EIS must be required under the provisions NEPA and SEPA ? Other (specify and attach comments) RETURN TO: Melba McGee Office of Legislative and Intergovernmental C Northeast Creek Parkway Cornwallis Road to Ellis Road Durham County State Project No. 9.8059062 TIP No. U-2831 A (DRAFT) ADMINISTRATIVE ACTION STATE ENVIRONMENTAL ASSESSMENT AND FINDING OF NO SIGNIFICANT IMPACT North Carolina Department of Transportation Division of Highways S In compliance with the North Carolina Environmental Policy Act For further information contact: H. Franklin Vick, P.E., Manager Planning and Environmental Branch North Carolina Department of Transportation Post Office Box 25201 Raleigh, North Carolina 27611-5201 (919) 733-3141 U L E Date H. Franklin Vick, P.E., Manager Planning and Environmental Branch North Carolina Department of Transportation F-1 Existing Data Screen for PDATA PERMIT YRA: APPNAMED: PROJECT TYPEE: COE #F: RCD_FROM _CDAG: REG_OFFICEH: STREAMCLASSI: STR_INDEX_NOJ: WL_IMPACT?K: WL_REQUESTEDL: HYDRO CNECT?M: MITIGATION?N: MITIGATE SIZO: DATE SENT ROP: DATE FROM ROQ: COE_SUSPENCER: FINAL ACTIONS: 92 PERMIT NOB: 197 COUNTYC: DURHAM NE CREEK PARKWAY ROW ROAD CONSTRUCTION PERMIT TYPET: NW26 199201826 _ DOT #U: APP DATE FRM CDAV: 42092 RRO RIVER AND SUB _ _ BASIN #W: 030605 C SUP ST CLASSX: NSW 16-41-1-17 Y 1.14 Y N 42192 51192 ISSUE GENERAL WL_TYPEY: WL ACR EST?Z: WL SCORE M AA: MITIGATETYPAB: CAMACOMMENT?AC: M_ORE_INFO?AD: DCM_SUSPENCEAE: FINAL DATEAF: WL PERMIT'DAG: FTBH Y 20 N N 52692 1.14 F4 SHOW THE NEXT RECORD E8 : FIELD OPTIONS SCREEN 1:-: E I Northeast Creek Parkway Cornwallis Road to Ellis Road Durham County State Project No. 9.8059062 TIP No. U-2831 A (DRAFT) ADMINISTRATIVE ACTION STATE ENVIRONMENTAL ASSESSMENT AND FINDING OF NO SIGNIFICANT IMPACT Documentation Prepared By: Little & Little, Landscape Architecture/Planning J. Mack Little, FASLA Environmental Study Manager For the North Carolina Department of Transportation James A. Bissett, Jr., P. E., Unit Head Consulting Engineering Unit Thomas R. Kendig, AICP Project Manager a SUMMARY 1. TYPE OF ACTION This is a North Carolina Department of Transportation (NCDOT) Administrative Action, Environmental Assessment/ Finding of No Significant Impact. 2. ADDITIONAL INFORMATION The following person can be contacted for additional information concerning this action: H. Franklin Vick, P.E., Manager Planning and Environmental Branch North Carolina Department of Transportation Post Office Box 25201 Raleigh, North Carolina 27611-5201 (919) 733-3141 3. ACTIONS REQUIRED BY OTHER AGENCIES Permits from the US Army Corps of Engineers are anticipated to be required under the provisions of Section 404 of the Federal Water Pollution Control Act. Permits under Section 404 will consist of Nationwide Permits No. 26 and 14. In conjunction with these permits, a 401 certification from the North Carolina Department of Environment, Health, & Natural Resources will be required. 4. BRIEF DESCRIPTION OF THE PROJECT AREA The project area is located on the southeast side of the City of Durham in Durham County. The southern terminus is Cornwallis Road (SR 1308) and the northern terminus is Ellis Road (SR 1954). The study area consists of undeveloped woodland, developed light industrial areas, and four developed single family lots. The project area includes a portion of Northeast Creek. fp-1 S-1 C 0 0 5. PROPOSED PROJECT The North Carolina Department of Transportation (NCDOT) proposes to construct Northeast Creek Parkway from Cornwallis Road to Ellis Road in eastern Durham County. The project is approximately 1.8 miles long. The improvements involve the construction of two lanes of a future four-lane with median and five-lane facility. Grading will be completed for the entire road section width. The proposed project is designated U-2831A and is included in the 1996-2002 NCDOT Transportation Improvement Program for right-of-way acquisition in Fiscal Year 1996 and construction in Fiscal Year 1997. NCDOT estimates the cost of the project at $4,682,500, including $382,500 for right-of-way and $4,300,000 for construction. TIP cost for the project is $200,000 for the right-of-way acquisition and $1,600,000 for construction. 6. SUMMARY OF BENEFICIAL AND ADVERSE ENVIRONMENTAL EFFECTS Construction of the proposed project will help meet traffic needs and fulfill the goals of the 1991 Durham-Chapel Hill-Carrboro Urban Area Thoroughfare Plan. Northeast Creek Parkway is designated as a major thoroughfare between Cornwallis Road and Ellis Road. Adverse impacts from the proposed project include minor wetland encroachments of 3.03 acres and reduction of approximately 14.5 acres of woodlands. 7. ALTERNATIVES CONSIDERED The proposed four-lane with median and five-lane sections being considered for Northeast Creek Parkway are required based on projected traffic volumes. An alternative alignment to the south of the preferred alignment has been studied and abandoned due to significantly higher impacts to 7 S-2 wetland areas. Other alternatives considered and found not viable were the no-build alternative and postponement of the proposed project. 8. SUMMARY OF ENVIRONMENTAL COMMITMENTS All standard procedures and measures including Best Management Practices will be implemented to avoid or minimize environmental impacts. No special or unique environmental commitments are necessary. S-3 0 0 TABLE OF CONTENTS Page Number Summary S-1 I. Need for the Proposed Project A. General Description 1 B. Project Status 1 C. Characteristics of Existing Facility 1 1. Typical Section Description 1 2. Right-of-way 2 3. Speed Limit 2 4. Access Control 2 5. Degree of Roadside Development 2 6. Intersection Treatment 2 7. Railroad Crossings 2 8. Drainage Structures 2 9. Utilities 2 D. Traffic Volumes 3 E. Benefits to the State, Region, and Community 3 H. Description of the Proposed Project A. General Description 4 B. Summary of the Proposed Project 4 1. Typical Section Description 4 2. Right-of-way 5 3. Bikeways/ Sidewalks /Greenways 5 4. Proposed Design Speed 6 5. Access Control 6 6. Intersection Treatment 6 7. Drainage Structures 6 8. Permits Required 6 9. Estimate of Cost 6 III. Alternatives to the Proposed Project 7 A. No Build Alternative 7 B. Postponements of the Proposed Project 7 C. Other Alternatives 7 IV.Social, Economic, and Environmental Impacts 9 A. Social Impact 9 1. Land Use 9 2. Neighborhood Impacts 9 3. Relocation of Families and Businesses 9 4. Public Facilities and Services 9 B. Economic Impact 9 C. Cultural Resources 10 1. Historic Architectural Resources 10 2. Archaeological Resources 11 D. Environmental Impact 11 1. Vegetation and Wildlife 11 2. Rare and Protected Species 13 3. Wetlands 15 4. Water Quality 17 5. Flood Hazard Evaluation 19 6. Soils 19 7. Farmland 22 8. Traffic Noise Analysis 22 9. Air Quality 26 10. Geology 32 11. Potential Hazardous Material Sites 32 12. Visual Impacts 33 13. Construction Impacts 33 14. Permits Required 35 V. Public Involvement 35 VI. Comments and Coordination 36 VII. Finding of No Significant Impact 37 APPENDIX LIST OF FIGURES Followin g Page Figure 1 Project Location Map 1 Figure 2 Proposed Alignment 1 Figure 3 1991 Durham Chapel Hill Carrboro Urban Area Thoroughfare Plan 1 Figure 4 A Projected 2020 Traffic Volumes (Build Alt.) 3 Figure 4 B Projected 2020 Traffic Volumes (No Build Alt.) 3 Figure 5A-C Typical Sections 4 Figure 6 Designated Greenway 6 Figure 7 Previously Proposed Alignment 8 Figure 8 Wetlands 15 Figure 9 Streams and Floodplains 19 Figure 10 Noise Monitoring Locations 25 Figure 11 Receptor Locations 29 Figure 12A-B Proposed Right-of-Way 37 LIST OF TABLES Page Number Table 1 Distribution of Impacts to Vegetative Communities 12 Table 2 Wetland Impact Areas 17 Table 3 Soil Summary 21 Table 4 Typical Sound Levels 23 Table 5 Noise Abatement Criteria 24 Table 6 Summary of Ambient Noise Levels 25 Table 7 Summary of National Ambient Air Quality Standards 28 Table 8 Summary of Air Quality Impacts 31 0 L NEED FOR THE PROPOSED PROJECT A. General Description This report presents the results of a study of proposed construction of t the Northeast Creek Parkway (see Figures 1 and 2). Northeast Creek Parkway is proposed to be constructed as a four-lane and five-lane roadway. Grading will include the ultimate four or five-lane section; two lanes are proposed for construction at this time. A section of Northeast Creek Parkway presently exists from TriCenter Boulevard north approximately 1,600 feet. An existing portion of So-Hi Drive will be incorporated into Northeast Creek Parkway. The study area begins at Cornwallis Road and ends at Ellis Road, a distance of approximately 1.8 miles. Northeast Creek Parkway is classified as a major thoroughfare in the 1991 Durham-Chapel Hill-Carrboro Urban Area Thoroughfare Plan, shown in Figure 3. B. Project Status The project is listed in the 1996-2002 NCDOT Transportation Improvement Program (TIP) as U-2831A. Right-of-way acquisition is scheduled for Fiscal Year 1996 and construction beginning in Fiscal Year 1997. This funded TIP project includes the grading for the full road sections and paving of two lanes only. The full width paving of Northeast Creek Parkway is planned as a future project. C. Characteristics of Existing Facility 1. Typical Section Description The existing portion of Northeast Creek Parkway consists of a graded five-lane section with a two-lane roadway. It is paved from TriCenter Boulevard north approximately 1,600 feet to the entrance of Research TriCenter North Building Six. So-Hi Drive consists of a paved two-lane section. Existing pavement width is 24 feet. Existing shoulder width is five feet. u -1- IFJ • A C I_ pt` IP L MO Durham I LL ST. L10WAP = j a I A- v ' • - Np r .• n 2 I:y . lorland •+ Oak Grove < -9 y n ~` ? i V WARC AOh ~ y ® R W 4 ? P _ pi 1! Q. OR' Cw r ST 7 • co uM.... T 4 C.- C.R ' 7 M ti 55 s ov t~ •o it u 00 e• e Keene Bethesda IFfs? • j r?/1 no. Ro ' I PO to i!I few 9 ?+ (ZPEARCH 11 O? ® Sp ERN / I ? •F pw. ? ?I(wT. ? ?', ` IW Y S o /? 1 ?o gip A LOW s Gro ® "L 5 I PD. Nelson .J 00 I Genies ?:. j ?, Y , rT • 99 • I RIANGLE 54 j L'? Pik Ui / y s, S .J ?•-• • CARPLNTCR (pent f` Fe N C7 co Q FR ?,Y• 9,y ST c? urhomTech . Fop Comm Coll O y L LOVE R RD. 14 Y ? G M ?--- PARKWAY ? I UQ \ a Proloct w LIMIta N 1o D CO z ?q . ! rig ?c N NORTHEAST CREEK PROJECT LOCATION MAP Figur© PARKWAY z o, ?o M,. n. m m m M m N m r m z --I N n p 0 Ao I•?°o I N is O O T N CD C 0 5 , '4C 4 0 0®T . 4 0 ? i3 0 aHdn3inoe X cn Q o UKN301HI la. do ca co ' I ©o ,O duo co Q? n pm ?m M ?Ab CATALrNq ?0 STREET A m CD C r m am ? oy ? ? 1 °?L x ORryF © t? S R m o ) o BRADFORD j`9SA rt ® CIRCLE / (n ?O m 9 D ® Fn m ® a EXrSTINO SO.Hr ORIVE N 0 1 2 jr ;.. .t Caa ` Q Q i.ryV cza - G3 ?LUTNEq ? Y' ` ?_ V-A nn • OAR. t _ 0 ?? ?,??? Q®l°Y Ql t? coE 4 oQ Proposed ?• m -, Project _ -? ?O. a NC 54. - U Z o ._C%0 Cr { 1 C111N PACI ? -- '- O 2640 5280 `y 1" - 2640 112 Milo 1 Milo NORTHEAST CREEK DURHAM CHAPEL HILL CARRBORO Figuro PARKWAY URBAN AREA THOROUGHFARE PLAN 3 NCDOT-1991 Q 2. Right-of-way The right-of-way width of the existing portion of Northeast Creek Parkway is 90 feet. The right-of-way width of So-Hi Drive is 60 feet. 3. Speed Limit There is no posted speed limit on the existing paved section. The speed limit of So-Hi Drive is 35 mph. 4. Access Control Existing Northeast Creek Parkway and So-Hi Drive have no control of access. 5. Degree of Roadside Development Development along the existing portion of Northeast Creek Parkway consists of light industrial development. Development along existing So Hi Drive includes residential development, a church, and a child care facility. 6. Intersection Treatment All intersecting roads connect with Northeast Creek Parkway and So-Hi Drive at grade and have stop sign control. 7. Railroad Crossings There are no railroad crossings in the project area. 8. Drainage Structures Three concrete drainage structures cross under the existing section of Northeast Creek Parkway. Drainage structures on So-Hi Drive include (1) 60" Corrugated Metal Pipe, (1) 42" Reinforced Concrete Pipe, (2) 6.5'x 9.5' Bituminous Coated Corrugated Metal Pipe, and various 15" and 18" Reinforced Concrete Pipe driveway cross drains. 9. Utilities Underground power lines parallel the existing paved portions of Northeast Creek Parkway on the east side. An underground natural gas line crosses under the existing paved area just north of -2- r A L TriCenter Boulevard. A City water line parallels So-Hi Drive. A city sewer service line crosses under the existing paved area north { of TriCenter Boulevard. D. Traffic Volumes The existing (1994) and forecasted (2020) average daily traffic volumes for the proposed Northeast Creek Parkway are summarized in Figure 4A. Existing and forecasted average daily traffic volumes for a no-build alternative are summarized in Figure 4B. The projected volume of traffic on Northeast Creek Parkway indicates the need for the proposed project. Traffic volumes will be reduced on Cornwallis Road east of the project, on Alexander Drive, and on the Durham Freeway east of Ellis Road. E. Benefits to the State. Region, and Community This project enhances the safety and general welfare of residents of Durham County by providing more travel lanes and a more direct route for the flow of goods, services, and traffic. The project is consistent with the Durham-Chapel Hill- Carrboro Urban Area Thoroughfare plan as prepared by the NCDOT (Figure 3). Designated as a major thoroughfare, the roadway will provide more travel lanes and a more direct route for the flow of goods, services, and traffic through an area earmarked for continued commercial and institutional development. The project is consistent with the Durham 2005 Plan a and the South Central Durham Plan. The project is expected to enhance economic growth and development in the project area and to favorably affect the local tax base. -3- Y = m m Ml - CSI = = L z 0 z m D 0 m m 7C .D D D co y ~ N a 0 YN oxe; v \POOS iO O O O O O 0 0 0 0 0 0 X m m _ 0 Fn r z 0 m 0 -1 U) ' -4 O v m ?. m to D D o < `.. m < z v m D z 0 v v > m v n ? m ? D .? M a 0 - n m x z D Z v 10 0 L 0 m v 0 0 m m "n n 0 r c m U) Riddle Rd. 0 0 0 0 D ON y 0 0 a 0 ®C®ree9k 6 N`N/I ®gg 0®??a ea Np F pkwy ® *14? 11 As 0 0 T A Z Dc m z z 0 e CD v m m a m 244 9g W O 4m (Jo to Cn Of7 L *1(1 Jopuexold 0 z 0 s m D U) n . ao m m -o D ab D m x. z D z v 0* C- m 0 -i m v Z, 0 v c v. N 0 N O D In n 'C 0 r C m U) T a {p we m di cD O O O O 00 0 0 0 M n O-N IL DESCRIPTION OF THE PROPOSED PROJECT A. General Description NCDOT proposes to construct Northeast Creek Parkway from Cornwallis Road to Ellis Road in eastern Durham County along both existing and new right-of-way (see Figures 2 and 12). The facility will be graded as a four-lane divided and five-lane roadway. Two lanes are proposed for construction at this time. The length of the project is approximately 1.8 miles. B. Summary of the Proposed Project 1. Typical Section Description Two typical sections are proposed. The first section, a five-lane, curb and gutter section, will consist of four travel lanes and a 12-foot center turn lane. The inner travel lanes will measure 12 feet in width. The outer travel lanes will be 14 feet in width to allow for bicycle movement. The second section, a four-lane with median section, will also accommodate bicycle movement. The outer travel lanes will measure 14 feet in width, the inner travel. lanes will measure 12 feet in width, and the raised median will measure 25 feet in width. The proposed improvements are as follows: Section One consists of a new 90-foot right-of-way running approximately 1,300 feet north from Cornwallis Road to the existing section of Northeast Creek Parkway. Grading will incorporate a width for the future five-lane section. Two lanes are proposed for construction at this time. Section Two consists of an existing portion of Northeast Creek Parkway, continuing north for approximately 1,600 feet. The 90-foot right-of-way is graded for the ultimate five-lane section, two lanes of which are existing. The existing paved section will be widened to 26 feet to accommodate 2 feet for bicycle traffic. u -4- 0 ca I ? 0 (V o Q C g b? o I _ N ?I ? I Q LL- S O ° a ICI Z C-4 o o ? I O zF CD O> -t co (D I U W cFi o I I I U) 2, o I I _1 `_' 8 ? o ?I I U ? ?' I I I, I I I i I I i \ I I I w I I I J I I (n i I = I I ?- I I o o N cD I Q m ?a i12) U) T z O U w U) J Q U EL F- Y W W c ?, U Q QY W CC = Q F. a [C O z a 0 N -? 8 I \?i pS I ? ? Si y? r I I ? ? I I IIII ? IIII II IIII 1 IIII II F o I III II it I `" tD III I b IIII II F5 c V IIII ?I IIII II ? I ? III I I tD III I IIII II z Q1 I N C5 , o s o N I Qz I I a Z o $ o w =9 = i - N 4 F- U o LO = co (D I I O W J to N r? W ? J U as N n- bl d H U 7 O i ?>X ? U -. N fQ SIC CL iD 0 F 8 T 0 ?n N Z O U W cn J Q U IL } 1- Y W W cc } UQ QY W T TQ I.. a Ct O Z I o ? gl r I /J W J , CD "'II I J N J i U) r 2 F- 0 I O Q I ? O Q \ ' I Z n o Z =a = O O I ?o p co CL frS I s' g < o F- N K? I L O I CD N - ?Tj d (V ED 2 0 I O r '. ? } 5 U LZSP LO C'7 Z O p U W U) J Q U IL } F- Y W W cc } UQ QY WX =a cc O z jir Section Three transitions to 120 feet of right-of-way to contain a proposed four-lane section with a 25-foot raised grass median. Section Three bears northeast to meet and follow the existing So-Hi Drive. Grading will incorporate a width which allows for the ultimate four-lane, divided section. Two lanes of the four-lane section are proposed for construction at this time. Section Four continues approximately 800 feet along the existing So-Hi Drive. Planned as a future four-lane, divided section on 120 feet of right-of-way, no improvements are proposed for this existing portion of So-Hi Drive at this time. Section Five continues approximately 2,600 feet as a proposed four-lane, divided section on 120 feet of right-of-way along the existing So-Hi Drive, then realigning to intersect Ellis Road in the vicinity of Southern High School. Grading will incorporate a width which allows for the ultimate four-lane section. Two lanes of the four-lane section are proposed for construction at this time. 2. Right-of-Wax The acquisition of adequate right-of-way to contain the five-lane section is proposed. The right-of-way width for the five-lane section is 90 feet. The right-of-way to contain the four-lane with median section is 120 feet. Additional right-of-way or construction easements at intersections and slope easements will be acquired as necessary. 3. Bikeways /Sidewalks/Greenways Northeast Creek Parkway is designated as a proposed bike facility in The Regional Bicycle Plan. The proposed roadway section will accommodate bicycle movement by providing 14-foot wide outside travel lanes in both the four-lane with median and five-lane sections. Drainage grates will be bicycle compatible. In addition, the proposed berm behind the curb will provide for future development for pedestrian movement. The portion with 90-foot right-of-way will include 10.5 feet of berm on either side of the five-lane section. The 120-foot right-of-way portion will include 12.0 feet of berm on either side of the four-lane with -5- i median section. This area may be used for future sidewalk development and/or future jogging trail development. The Durham Urban Trails& Gree n way Master Plan includes a greenway running along Northeast Creek. The designated greenway crosses the present So Hi Drive. Pedestrian access across the proposed project at this location will not be affected by the project. 4. Proposed Design Speed The design speed for the proposed roadway will be 50 miles per hour. The anticipated posted speed limit is 45 miles per hour. 5. Access Control No control of access is proposed for this project. 6. Intersection Treatment All intersections will be at-grade, with stop sign control for intersecting side streets. Based on future projected traffic volumes, signalization may be warranted at the intersection of Northeast Creek Parkway and Cornwallis Road. In addition, future signalization may be required at other locations as dictated by future development traffic. 7. Drainage Structures Drainage structures include (1) 42" reinforced concrete pipe, (3) existing concrete drainage structures along the existing portion of Northeast Creek Parkway, (1) 24" reinforced concrete pipe, (1) 60" reinforced concrete pipe, (1) 6' x 8' reinforced concrete box culvert (to replace the existing 60" corrugated metal pipe), (1) existing 42" reinforced concrete pipe, and (2) 12' x 6' reinforced concrete box culverts. 8. Permits Required Permits from the US Army Corps of Engineers will be required for all stream crossings. These permits are anticipated to fall under the Nationwide Permits 26 and 14. 401 certification from North Carolina Department of Environment, Health, & Natural Resources will be required in conjunction with these Nationwide permits. -6- z m C? m m n v m 3 2 m v ?o m m 2 n Z. O O co O O J M O O A O O U T to ? C CD 1 1 F 9. Cost Estimate The estimated cost of the project is $ , including $ for R/W and $3,700,000.00 for construction. J J g L' n -7- L W III. ALTERNATIVES TO THE PROPOSED PROJECT A. No Build Alternative The "no build" alternative would avoid some negative impacts of the proposed project, such as the disruption of the natural environment by the use of additional land for roadway purposes. However, benefits of the proposed action, such as providing a more direct route for the flow of traffic, increased safety, user cost savings, and completion of a major thoroughfare, would not be realized. The long-term benefits resulting from the construction of the proposed project - including increased accessibility, enhanced economic development, and provision of a more efficient route - would more than compensate for any unavoidable adverse impacts. B. Postponement of the Proposed Project Postponement would delay the effects of any negative impacts, but it would also delay positive impacts from improvement of this road and accommodating traffic from planned development. The project would also be more difficult to construct in the future as development within the project area increases. C. Other Alternatives An alignment alternative to the south of the proposed project was previously reviewed by NCDOT and local communities (see Figure 7). This alignment was investigated and determined to be less desirable for two reasons: 1. The southern alternative would cross a much wider floodplain and would have greater wetland impact than the proposed project. 2. The southern alternative included the extension of Cook Road to the south. This would necessitate the relocation of an existing residence. 0 -8- Q Additionally, building more of the road on new right-of-way would cost more to build and would destroy more natural habitat. -9- 0 IV. SOCIAL, ECONOMIC, AND ENVIRONMENTAL IMPACTS A. Social Impact 1. Land Use Existing land use in the project vicinity includes light industrial and commercial development on both ends of the project. The central portion of the project, along the existing So-Hi Drive right-of-way, is undeveloped woodland with four residences and one church. This project is consistent with the Durham 2005 Comprehensive Plan and the South Central Durham Plan. 2. Neighborhood Impacts Four residences front existing So-Hi Drive. Short-term adverse impacts are expected due to the construction process. Long term positive impacts include improved grade access at driveway connections. Traffic volumes on So-Hi Drive will increase as a result of this project. 3. Relocation of Families and Businesses The proposed project will not require the relocation of any residences, businesses, or institutions. 4. Public Facilities and Services There are no fire stations or police stations located in the immediate vicinity of the project. Southern High School is located on Ellis Road at the eastern end of the project. An existing church and an existing child care facility are located along the existing section of So-Hi Drive. These facilities will have improved access due to the project. B. Economic Impact Construction of the proposed project would have both short-term and long-term economic impacts. In the short term, the local economy would be affected by providing employment to contractors and workers during the construction period, resulting in additional income generation. 0?1 -10- Also in the short term due to right-of-way requirements some parcels of land will be removed from the real property tax rolls. On a long term basis, the proposed project would provide increased access through previously undeveloped land. This access is necessary for land uses as planned in the Durham 2005 Comprehensive Plan, which earmarks the area for continued office and research facilities, and for facilities supporting these land uses. It would also have a major positive impact on the local tax base through the generation of property and sales taxes. In addition, the value of other land in the area will be enhanced by the development potential. After development, the real property values would increase. As part of the region's traffic network, the proposed project will have a positive impact on the overall local economy. The flow of goods and services, as well as traffic flow, will be enhanced by the proposed project. Users will benefit from reduced travel time and reduced congestion. In particular, this project will serve traffic generated by the approved development mentioned above. As previously stated, no businesses will be relocated. C. Cultural Resources 1. Historic Architectural Resources This project is subject to review pursuant to North Carolina General Statue 121-12(a) which requires that if a state action will have an adverse effect upon a property listed in the National Register of Historic Places, the North Carolina Historical Commission will be given an opportunity to comment. The area of potential effect of the subject project was delineated, and this area was then reviewed for the presence of properties listed in the National Register and any other important properties. No properties listed in the National Register, or any other important properties, exist within the study area. -11- 2. Archaeological Resources An examination of the archaeological site files at the Office of State Archaeology does not indicate the presence of archaeological site in the proposed project area. Due to the development in the study area, the North Carolina Department of Cultural Resources has recommended that no archaeological investigations be performed. D. Environmental Impact 1. Vegetation and Wildlife a. Plant Communities The distribution of plant communities in the project area is a result of topography, soil characteristics, hydrology, and land use practices. Much of the plant communities within the project corridor have been disturbed by urbanization to the surrounding landscape. Four plant community types were identified in the project area during the site reconnaissance as described below. Hardwood Forest Major canopy species include white oak (Quercus alba), red oak (Quercus falcata), post oak (Quercus stellata), red maple (Acer rubruni), red cedar (Juniperus virginiana), and sweet gum Wquidarnbar styraciflua). Major understory species include flowering dogwood (Corms. florida) and yellow poplar (Liriodendron tulipifera). This community typically occurs in well drained upland soil types. Mixed Pine/Hardwood Forest Major canopy species include hardwoods as described above mixed with loblolly pine (Pinus taeda) and shortleaf pine (Pinus echinata). This community typically occurs in well drained upland soil types and represents an earlier successional stage than the hardwood forest habitat type. Riparian Forest Major canopy species include yellow poplar, sweet gum, and sycamore (Platanus occidentalis). Major understory species include red maple, river birch (Betula nigra), common alder (Alms serrulata), and American beech (Fagus grandifolia). -12- Q 0 Riparian forest habitat types are present adjacent to Northeast p, Creek in the flood plain corridor. Urban/Disturbed Communities identified as urban/disturbed include utility corridors, existing roads, residential /industrial areas, abandoned farmlands, and other natural areas that have been cleared for development. The majority of vegetation in these areas have been altered or modified by human activity. The urban/disturbed habitat type is the most extensive vegetative community in the project area. The project area contains several small creeks, all tributaries of Northeast Creek. Impacts to vegetative communities associated with the proposed widening and relocation of road would consist primarily of habitat modifications resulting from clearing, cut and fill, paving, and the creation of borrow areas. Table 1 shows the distribution of impacts to each habitat group. TABLE 1 DISTRIBUTION OF IMPACTS TO VEGETATIVE COMMUNITIES Community Type Acreage of Impact Hardwood Forest 10 Mixed Pine and Hardwood Forest 10 Riparian Forest 1 Urban/Disturbed Lands 17 b. Wildlife Communities The upland hardwood and mixed forest vegetative community types provide food, shelter, and nesting resources for a variety of wildlife. These areas are particularly attractive to woodland wildlife when located adjacent to urban/disturbed areas. Mammal species typically present in the project area in the upland hardwood/mixed forest habitat include: white-tail deer (Odocoileiis virginiaiziis), gray squirrel (Sciurus carolineiisis), -13- 0 communities. Field notes regarding were collected flora community types observed and wildlife sightings. In general, biotic communities within the project area are heterogeneous or mixed in nature. Much of the study site consists of abandoned farm land in various stages of succession; urbanization and moderate industrialization have further impacted biotic communities. A listing of Federal/State endangered and threatened species known to occur in Durham County was obtained from The Natural Heritage Program. a. Federally Listed Species Federally protected plant and animal species with endangered (E) or threatened (T) status receive protection under the Federal Endangered Species Act of 1973. Category 2 (C2) candidates are those species which may in the future be considered for listing as endangered or threatened. These candidate species are not legally protected under the Endangered Species Act until they are formally listed as threatened or endangered. Although these species are not granted legal protection, consideration of them in the development of a project is encouraged. Records maintained by the Natural Heritage Program indicate no federal threatened or endangered species are known to occur within a one-mile radius of the project site. Three Federal endangered species are known to occur in Durham County, including the bald eagle (Haliaeetus leucocephalus), smooth coneflower (Echinacea laevigata), and Michaux's sumac (Rhus micliatsxii). The only known concentration of bald eagles in Durham County occurs on Jordan Lake approximately four miles south of the project site. It is improbable that bald eagles regularly utilize habitat types observed in the Northeast Creek area and no sightings of bald eagle nests were made during the walkover. The other two endangered species, the smooth coneflower and Mi h ' f d f l aux c s sumac are oun most requent y in disturbed habitats with abundant sunlight. According to the Natural Heritage Program, no sightings of these have been made on the project site or within a one mile radius of the site. -15- 9 z 0 ao m U) 0 m m m m r z v n m m n 0 A O O O O O .a O O O N A O O T ?. co Q 0 0 v v CD CD 0 0 r-b 1-0 Cl) CD M CD a a 'v Z7 0 0 a? 0 (D cl) N N N v CD CD CD a 'D .. CD s a 0 pr n ? O M CCD n m 9= C= vg= 00 1;01 N / Y / 66'1-)?' 2 Q® . 0 ® TRICENTER BOULEVARD REEF DRA?DFOF CIRCLE 'a M Z n tn r z s co y !l ® N Oz C Zu Elm a? ®15; 0;lz 0 a? A, < Q 0 I p 0© Ln A o ' 0? /. m D LEI Based on the Natural Heritage Program Database in conjunction with the site reconnaissance, there is no significant evidence that either if the two plant species would occur at the site. There are only about six known sites of either plant species in Durham County. Therefore, based on records maintained by the Natural Heritage Program and the site reconnaissance, there is no evidence indicating the presence of any of the three species as noted during the field investigation. Considering the history of land use of the project site and the results of the field investigation, Northeast Creek Parkway will have no adverse impact on these species. The following Category 2 (C2) candidate species are known to occur in Durham County: Atlantic pigtoe (Fusconaia masoni), Septima's clubtail (Gontphus septinia), tall larkspur (Delphinium exaltatutn), sweet pinesap (Monotropsis odorata), A liverwort (Plagiocltila columbiatia), green floater (Lasmigona subviridis), and yellow lampmussell (Lampsilis cariosa). They were not identified during field surveys. b. State Listed Species Species of mammals, birds, reptiles, amphibians and plants with the North Carolina status of Endangered (E), Threatened (T), or Special Concern (SC) receive limited protection under the North Carolina Endangered Species Act and the the North Carolina Plant Protection Act of 1979. Federal listed species identified in the preceding section of this report are all classified at the State level as Special Concern (SC), Significantly Rare (SR), or Endangered (E). Conclusions regarding species occurrence in Durham County are detailed in preceding paragraphs under "Federal Listed Species". 3. Wetlands Wetlands are defined by the US Army Corps of Engineers (33 CFR -16- fl U 328.3) as: "those areas that are inundated or saturated by surface or ground water at a frequency and duration sufficient to support, and that under normal circumstances do support, a prevalence of vegetation typically adapted for life in saturated soil conditions. Wetlands generally include swamps, marshes, bogs and similar areas." In accordance with this definition, wetlands must possess three essential parameters: hydrophytic vegetation, hydric soils, and evidence of wetlands hydrology (COE Wetlands Delineation Manual, 1987). Section 404 of the Clean Water Act authorized the Corps of Engineers (COE), in cooperation with the Environmental Protection Agency (EPA) and the US Fish and Wildlife Service (USFWS), to regulate the disposal of dredged or fill material into "waters of the United States." The term "waters of the United States" has broad meaning and incorporates both deepwater aquatic habitats and special aquatic sites, including wetlands (COE Wetlands Delineation Manual, 1987). Executive Order 11990 requires that new construction in wetlands be avoided to the extent possible, and that all practical measures be taken to minimize or mitigate impacts to wetlands. A portion of the wetlands areas within the project area were delineated in 1990 and Nationwide Permit 26 was issued from the Wilmington District Corps of Engineers. This permit was obtained by the property owner as part of this roadway construction project. Areas W-1, W-2, W-3 on Figure 6 denote these areas. A portion of the wetland areas within the project area were delineated in 1994, based on the methodology outlined in the Federal Manual for Identifying and Delineating Jurisdictional Wetlands, 1987. Field reconnaissance was conducted in January 1995 to confirm the wetland delineations and identify any additional wetland crossings that may occur within the project 0 -17- fl area. Areas within the project corridor which are subject to Section 404 permit review include 1) water and channel limits of Northeast Creek and associated tributaries and 2) floodplain systems immediately adjacent to this creek which are considered jurisdictional based upon the three-parameter methodology outlined in the 1987 Corps of Engineers Wetlands Delineation Manual. Figure 8 shows the location of the wetlands identified in the project area (W-4, W-5, and W-6). Wetland crossings for sites W-4 through W-6 have been submitted for Nationwide Permits 14 and 26 from the Wilmington District Corps of Engineers. These permits shall be < obtained and will be used or modified as part of the roadway_ construction project. Crossings shall be accommodated by the use n of culverts. Table 2 lists the map reference number for each wetland site as shown on Figure 8 and the area impacted at these sites. An electronic planimeter was used to calculate the impact areas based upon the construction limits of the proposed roadway. 0 v v Z TABLE 2 WETLAND IMPACT AREAS Wetland Site Wetland Acres Permit Number Location Impacted Status W-1 Adjacent to Northeast Creek 1.47 NWP #26 W-2 Adjacent to Northeast Creek 0.96 NWP #26 W-3 Adjacent to Northeast Creek 0.2 NWP #26 W-4 UT to Northeast Creek 0.15 NWP #26 pending W-5 UT to Northeast Creek 0.09 NWP ##14 pending W-6 Northeast Creek 0.16 NWP #14 pending UT = Unnamed Tributary NWP = Nationwide Permit In accordance with Executive Order 11990, this project has been -18- 6 designed to avoid new construction in wetlands to the extent possible, and employ all practical measures to minimize or mitigate impacts to wetlands. Measures have been employed in the initial planning of the proposed alternatives to minimize potential impacts through route location (avoidance), design, and construction practices. No rechannelling of Northeast Creek or its tributaries is planned. Sedimentation and erosion control practices will be utilized to minimize construction impacts. No - borrow or fill areas are planned in the wetland areas. Where wetland crossings are unavoidable, the proposed alternative crosses the wetland sites at their narrowest point to minimize impacts. 4. Water Quality The Northeast Creek Parkway project area is drained by the Northeast Creek Watershed. This drainage system is part of the Jordan Reservoir Watershed, which is located in the Cape Fear River Basin. Northeast Creek is classified as a Class "C" tributary (NC Division of Environmental Management (DEM), 1993) indicating suitability for fish and wildlife propagation, secondary recreation, agriculture, and other uses requiring waters of lower quality. The DEM classifications are based upon existing or contemplated best uses for various stream segments. There is one major point source discharged (> 0.05 mgd) into Northeast Creek in Durham County (Durham Triangle Wastewater Treatment Plant). In addition, there are two biological sampling locations established on the creek, which has a biological classification of fair. Biological classifications are based on the survey results of the Benthic Macroinvertebrate Ambient Network (BMAN). BMAN results are available for certain water basins throughout the State and are useful for assessing long-term changes in water quality. The rating scale for biological classification includes poor, fair, good/fair, good, and excellent. Northeast Creek flows in a north-south direction within the project area. Three road crossings are planned for Northeast Creek and its unnamed tributaries. e -19- o " A;o C v gp- 2v ' ?f s J r r 1 vY ?`, u -nif.w Eli .y° .10 % Xi a. c$?r aa?QN Y?ryry to YAV O? ti jr \aVOa SlllyMNaO? U f ca,A•v?i ?,? °-(t 41.0` l? cl q I .1 i J LLi 1 Q 1 W i o ti t yi , : r4, O? ti + + 0 a o) 00 w O 4 ca Q C3 v O- i Cf) Z a J M 0 O O J U. 0 Z a a w Y w w [C y, Ua N? QY w LL cc O Z K 0 a a a _m N 8 0 While Northeast Creek is part of the Jordan Reservoir Watershed, the project area is not within the critical watershed. Design measures to protect water quality are similar to measures taken to protect wetlands. Design measures for protection of water quality in roadway design can include minimizing the number of stream crossings, crossing streams at their narrowest segments as close to perpendicular as practical, maximizing the distance between the stream and the road, and avoiding public water supplies and high quality aquatic habitats. Best management practices will be used at all stream crossings. Construction practices should also include sedimentation control measures such as berms, dikes, dams, silt basins and silt fences. Best management practices will be incorporated during all phases of construction to avoid adversely impacting the water quality in or near the study area. In addition to potential increases in turbidity, stormwater runoff from roads may present additional impacts on surface water quality. Runoff from roads may contain heavy metal loadings, high dissolved and particulate matter, oil and grease. Management measures such as vegetative controls (grass swales), detention/ infiltration basins, and retention of wetland vegetation are often effective in reducing pollutants in stormwater runoff. 5. Flood Hazard Evaluation Durham County is a participant in the National Flood Insurance Regular Program. Figure 7 shows the floodplain impact of the proposed project. The impacts are based on a draft version of the Federal Emergency Management Agency (FEMA) floodplain maps. The proposed alignment will involve 3.85 acres of floodplain. The proposed action will be designed such that the floodway will carry the 100-year flood without increasing the flood water elevation more than one foot at any given point. The dimensions of the drainage structures and the roadway grades will be adjusted G -20- 6 and designed to avoid increasing the flood hazard in the project area. The project will be coordinated with appropriate state and local officials and FEMA to assure compliance with FEMA, state, and local floodway regulations. 6. Soils Soil formation and characterization result from a combination of biological and geological activity along with the topographic positioning of an area. The soils within the project area are characterized by two major soil associations: 1) White Store-Creedmoor Association: The White Store-Creedmoor Site Association consists of gently sloping to moderately steep, moderately well drained soils that have a subsoil of dominantly firm and very firm clay; or uplands. 2) Mayodan-Granville Creedmoor Association: Nearly level to moderately steep and moderately well drained soils that have a subsoil of dominantly friable sandy clay loam; or uplands. Ten soil series from these major associations were identified from the project area (USDA 1971). Characteristics of these soils are summarized in Table 3. A hydric soil is one that is saturated, flooded or ponded long enough during the growing season to develop an anaerobic condition in the upper part. Such soils typically support the growth of hydrophytic vegetation. Soils classified by the Durham County Soil Survey are located in some areas of the project area. These soils units are concentrated within channel limits and flood plains bordering Northeast Creek. Wa -21- a 11 TABLE 3 SOIL SUMMARY MAP SOIL % SLOPE GENERAL UNIT SERIES CHARACTERISTICS Ch CheWacla 0-2% Nearly level, somewhat poorly drained soils or flood plains. Permeability is moderate. Available water capacity is high. Frequently flooded for brief periods. CrB Creedmoor 2 - 651o Moderately well drained soils or uplands. Slow permeability, Sandy Loam water capacity is medium. Major limitations are wetness, very slow permeability, slope and runoff. CrC Creedmoor 6 - 10% Moderately well drained soils or uplands. Slow permeability, Sandy Loam water capacity is medium. Major limitations are wetness, very slow permeability, slope and runoff. CID Congaree 0-2% Nearly level, well drained soil or flood plain. Permeability Silt Loam is moderate, available water capacity is high. Frequently flooded for brief periods. GrB Granville 2-6% Well drained soils or uplands. Permeability is moderate, Sandy Loam available water capacity is medium. Major limitation is runoff and slope erosion. MfD Mayodan Urban 10 - 15% Well drained soils or uplands. Permeability is moderate, Land Complex available water capacity is medium. Major limitation is erosion hazard from runoff and slope. PfC Pinkston Fine 2 - 10% Well drained to excessively drained soil or broad ridges and Sandy Loam narrow side slopes or uplands. Permeability is moderately rapid and available water capacity is medium. Major limita- tions are runoff and slope and depth to bedrock. HE Pinkston Fine 10 - 25% Well drained to excessively drained soil or broad ridges and Sandy Loam narrow side slopes or uplands. Permeability is moderately rapid and available water capacity is medium. Major limita- tions are runoff and slope and depth to bedrock. WSC White Store 6 - 10% Moderately well drained soils or uplands. Permeability is Sandy Loam very slow and available water capacity is high. Major limitations are erosion from runoff, very slow permeability an perched water table. WsE White Store 10-25% Moderately well drained soils or uplands. Permeability is Sandy Loam very slow and available water capacity is high. Major limitations are erosion from runoff, very slow permeability an perched water table. -22- N AM 7. Farmlands The project area consists of areas that are planned to be urbanized, and are therefore exempt from the Farmland Protection Policy Act. 8. Traffic Noise Analysis Noise is typically defined as unwanted sound. It is emitted from many sources including airplanes, factories, railroads, power generating plants, and highway vehicles. Traffic noise is composed of noises from the engine, the exhaust, the drive train, and tire roadway interaction. The actual magnitude of sound is caused by short-duration fluctuations and atmospheric pressure. These fluctuations are called sound pressures. Since the range of sound pressures varies greatly, a logarithmic relationship is used to reference sound pressures to a common pressure. This relationship is defined as the Sound Pressure Level and is measured in decibels (dB). To approximate the sensitivity of the human ear while listening to pure tones, the decibels is often modified by Frequency Rating Curves (A, B, C, or D). Vehicle noise levels are commonly modified by the A-Weighting Curve. This curve correlates very well with human response to noise. Particularly in describing annoyance caused by traffic noise, particularly in describing annoyance caused by traffic. Sound levels utilizing the A-Weighting Curve are expressed in dBA. Typical sound levels expressed in dBA are listed in Table 4. 21. -23- 0 ?1311 TABLE 4 TYPICAL SOUND LEVELS Source Distance Levels WBA) jet takeoff 200 feet 120 jet takeoff 2,000 feet 110 jet landing 200 feet 100 Heavy truck 50 feet 90 Pneumatic drill 50 feet 80 Freeway traffic 50 feet 70 Air conditionin unit 20 feet 60 Normal conversation 12 feet 50 Light auto traffic 100 feet 50 Libra - - - - 40 Soft whisper 15 feet 30 Threshold hearing - - - - 0 Source: US Noise Pollution, Environmental Protection Agency, 1972 Sound pressure levels in this report are referred to as LEQ (H). The hourly LEQ or equivalent sound level is the level of constant sound in an hour, that in an hour would contain the same acoustic energy as the time varying sound. In other words the fluctuating levels of sound level traffic noise are represented in terms of a steady noise level with the same energy content. To determine if roadway noise levels are comparable with various land uses, the Federal Highway Administration (FHWA) has developed noise abatement criteria and procedures to be used in the planning and design of highways. These abatement criteria and procedures are in accordance with Title 23, Code of Federal Regulations (CFR), Part 772, US Department of Transportation, FHWA, "Procedures for Abatement of Highway Traffic Noise and Construction Noise". A summary of the FHWA Noise Abatement Criteria (NAC) for various land uses is presented in Table 5. U-7 -24- 0 E G TABLE 5 NOISE ABATEMENT CRITERIA Hourly A-Weighted Sound Level - Decibels (dBA) Category LEQ (H) Description of Activity Category A 57 Lands on which serentiy and quiet are of extraordinary (Exterior) significance and serve an important public need and where the preservation of those qualities is essential if the area is to continue to serve its intended purpose. B 67 Picnic areas, recreation areas, playgrounds, active sports (Exterior) areas, parks, residences, motels, hotels, schools, churches, libraries, and hospitals. C 72 Developed lands, properties, or activities not included in Categories A or B above. D - - Undeveloped lands. E 52 Residences, motels, hotels, public meeting rooms, schools, (Interior) churches, libraries, hospitals, and auditoriums. Source: 23 CFR 772 Procedures for Abatement of Highway Traffic Noise and Construction Noise. Receptors in the area of the Northeast Creek Parkway Extension include such sites as residences (category B), churches (category E) and businesses (category Q. No category A receptors were identified. Two factors are used in determining traffic noise abatement. The first factor is when future noise levels either approach or exceed the criteria levels for each activity category, where approach is defined as within one dBA of the criteria. The second factor for considering traffic noise abatement is when future noise levels constitute a substantial increase over existing noise levels. If the existing noise level is relatively quiet, less than or equal to 50 dBA, a substantial increase is defined as 15 dBA or greater increase. If however, the existing noise level is greater than 50 dBA, a 10 dBA or greater increase is considered substantial. Noise abatement ?rt -25- n u 7. 0 m 0 m m m ao z O Z-n m O z =i O z r O n D O z N a 0 0 A O co O C .1 O O O N b O M O co c m measures are considered when there is either a substantial increase in noise or the noise level approaches or exceeds the NAC. To establish the ambient noise levels in the vicinity of the project, noise measurements were taken at four locations. The noise measurement locations are shown on Figure 9, and the ambient noise levels are listed in Table 6. E,-- E: TABLE 6 SUMMARY OF AMBIENT NOISE LEVELS Site Location LEQ (dBA) 1) Proposed entrance to Cornwallis Road; 50 feet 64 from center line of nearest traffic lane 2) So Hi Drive and Northeast Creek Parkway 59 Extension; 50 feet from center line of nearest traffic lane 3) Cook Road intersection; 50 feet from center 53 line of nearest traffic lane 4) Existing So Hi Drive and Ellis Road intersection; 63 50 feet from center line of nearest traffic lane Based on field measurements, the existing noise levels generally ranged between 53 dBA and 64 dBA. One measure of the noise impact is the extent of the 66 dBA noise level contour. This contour line is the distance from the centerline of the proposed Northeast Creek Parkway Extension to the contour line where a noise level of 66 dBA is predicted to occur and can be used to determine which receptors approach or exceed the FHWA NAC. The distance from the centerline of the proposed Northeast Creek Parkway to the 66 dBA noise level contour based on the projected 2020 traffic volumes is 128.0 feet. There are three residences located along the proposed alignment that fall with this noise contour. 0 -26- ?l 0 The 66 dBA noise contour can assist local officials in land use planning decisions. The contour line may be used to prevent problems in the future, such as placing a residential development within the 66 dBA noise level contour. The other measure for assessing the noise impact is to determine the noise level increase from the existing condition to the future conditions (build and no-build). Based on the ambient noise level measurements recorded, it was determined that a representative ambient noise level of 59 dBA would be used for the existing So-Hi Drive section and 64 dBA for the existing Northeast Creek Parkway section. Therefore, the 69 dBA noise contour was used to identify residences experiencing substantial noise increases at the northern end near Ellis Road, and the 74 dBA contour was used at the southern end near Cornwallis Road. Analysis reveals that three residences will be affected near Ellis Road, which fall within the 69 dBA contour, and no residences at the southern end, for a total of three residences experiencing substantial noise increase. When a noise level of a proposed roadway project exceed noise abatement criteria or cause substantial noise increases, noise abatement measures should be considered. However, noise abatement guidelines indicate that it is not reasonable to provide noise abatement on non-controlled or partial control access facilities such as the Northeast Creek Parkway Extension. 9. Air Quality The Environmental Protection Agency (EPA) has identified six pollutants for tracking air quality. These six pollutants are: particulate matter (PM-10), sulfur dioxide (SOD, nitrogen dioxide (NOD, carbon monoxide (CO), ozone (03), and lead (Pb). Mobile sources (principally vehicular traffic) are linked to the emission of carbon monoxide and, to a lesser extent, nitrogen dioxide and ozone. Recent nationwide estimates indicate that more than 50 percent of all CO emissions are from mobile sources. Particulate C -27- J 0 matter, lead, and sulfur dioxide emissions are generally associated eft with stationary sources and industrial activities. CO is the most commonly occurring air pollutant generated by mobile sources. It is a colorless gas produced from incomplete combustion of carbon-containing fuel. CO is a potentially fatal gas that affects the oxygen-carrying capacity of blood. At low concentrations, mental function, vision, and alertness are affected. Ambient air quality is determined by measuring ambient pollutant concentrations and comparing the concentrations to the corresponding standard. The "ambient air" is defined by the US Environmental Protection Agency (EPA) as "that portion of the atmosphere, external to buildings, to which the general public has access". The EPA has established National Ambient Air Quality Standards (NAAQS) for the six previously identified pollutants: PM-10, CO, 03, S02, N02, and Pb. The ambient air quality standards are classified as primary standards, secondary standards, or both. The primary standards were established allowing an adequate margin of safety for protection of public health. Secondary standards were established with an adequate margin of safety to protect the public welfare from adverse effects associated with pollutants in the ambient air. In protecting public welfare, air pollution effects on the following are considered: soils, water, crops, vegetation, man-made materials, animals, wildlife, weather, visibility, climate, property, transportation, economy, personal comfort, and well-being. The scientific criteria upon which the standards are based are periodically reviewed by EPA, and the standards are re-established or changed based upon the findings. The current national primary and secondary standards ambient air quality standards are summarized in Table 7. -28- 0 0 a a 0 0 0 a 0 e B e e e e TABLE 7 SUMMARY OF NATIONAL AMBIENT AIR QUALITY STANDARDS Pollutant Averaging Time National Primary National Secondary Standard Standard PM-10 Annual Arithmetic Mean 50 ug/m3 (a) 1 Same as primary (a) 24 hr (b) 150 u /m3 (a) Same as primary (a) S02 Annual Arithmetic Mean 80 ug/m3 None 24 hr (a) 365 ug/m3 None 3 hour (a) None 1,300 ug/m3 N02 Annual Arithmetic Mean 100 ug/m3 Same as primary CO 8 hour (a) 9 ppm None 1 hour (a) 35 ppm None 03 1 hour (b) 0.12 ppm Same as primary Pb Quarterly Arithmetic Mean (a) 1.5 ug/m3 Same as primary (a) Not to be exceeded more than once per year (b) Not to exceed more than one day per year averaged over a three-year period ug/m3 = micrograms per cubic meter of air ppm = parts per million microgram = one millionth of a gram, where 454 grams = 1 pound Monitoring of the pollutants, except Pb, is performed statewide by the North Carolina Division of Environmental Management (NCDEM). When standards are exceeded, an area is labeled as non-attainment for that pollutant. Durham County is classified as a maintenance area for 03 and CO. The most prevalent pollutant emitted from motor vehicles is CO. For this reason, the analyses presented are concerned with -29- CZ3 O m n 0 m m m V ?r ?0 S0 z-i -40 (3 Z qu) 00 11-11 my 00 a cn v? aW .? m m m 0 m m P,A CY) 0 I 0 (g i C CD ? f ms's 1 >00413 o d o m O D 2 m ? -G C (A v m = m 0 m 0 D r 0 Z O D r z O -I m 0 r- 0 0 a 0 to m 0 v a 0 x 3 N D O OC= oe=® I? r y 2 ®0 v °D TRICENTEF BOULEVAF ?D aD 4z 90 d? 4y 4 A? / o Q ? OF ® p in BRADFORI / ® `$y CIRCLE: o o O ® i ?orfl?+0© STRIE?7 a z n to 0 determining the project 2020 CO levels in the vicinity of the ?' project. To determine the CO concentration at a receptor, two concentration components must be used: local and background. The local component is predicted from dispersion modeling and is due to CO emissions from motor vehicles operation near the receptor locations. The background component is the ambient CO level. The background CO component for the project area was estimated to be 1.8 ppm as recommended by NCEHNR. This is a typical value for a suburban area. These two components were added together to determine the total CO concentration for i comparison to the NAAQS. Areas with high traffic volumes are most likely to generate the highest levels of CO. In determining the air quality impact of the u proposed project, the intersections with the highest projected volumes of traffic were evaluated. The intersection of Cornwallis Road and Northeast Creek Parkway and Ellis Road and Northeast Creek Parkway are anticipated to have the highest CO levels due to higher traffic volumes and the presence of vehicles idling at these intersections. At these intersections the line source computer model CAL3QHC was used to predict the local CO concentration components. The CAL3QHC model is a dispersion computer model developed for the Environmental Protection Agency (EPA). Based on the assumption that vehicles at an intersection are either in motion or in an idling state, the program is designed to predict air pollution levels by combining emissions from both moving and idling vehicles. CAL3QHC uses emission factors generated by EPA's approved model MOBILE 5A. To evaluate the maximum impact of the proposed project on ambient CO concentrations, worst-case inputs were used in the modeling including receptor locations at minimum right-of-way distances, adverse meteorology, peak traffic conditions, and worst-case CO vehicles emission factors. ® The worst-case assumptions for these parameters are not expected -30- u to occur simultaneously; however, the objective is to develop a worst-case scenario to predict the highest CO concentrations that occur as a result of the proposed project. MOBILE 5A input parameters included: Vehicle Mix autos (gasoline) 55.6% light trucks (gasoline) 20.9% medium trucks (gasoline) 8.1% heavy trucks (gasoline) 3.6% autos (diesel) 0.2% medium trucks (diesel) 0.3% heavy trucks (diesel) 10.8% motorcycles 0.5% Tampering rates: Annual mileage accumulation rates and registration distributions: Basic exhaust emission rates: Inspection/ maintenance program: MOBILE 5A Default MOBILE 5A Default MOBILE 5A Default No I/M in 1995, assume Basic I/M starting in 1996 Additional corrective factors: Anti-tampering program: Refueling emission rate: Ambient temperature: Minimum and maximum daily temperature: Base and in-use volatility (RVP) Region: Calendar year: Speed: Operating mode fractions: ?_l None None Uncontrolled 45°F minimum = 4.50°F maximum = 45.0°F 10.5 in 1995, 10.5 in 2020 Low altitude (approximately 500 feet above mean sea level) 1992 and 2010 (January 1) 25 MPH Non-catalyst, cold-start vehicles = 20.6% Catalyst, hot-start vehicles = 27.3% Catalyst, cold-start vehicles = 20.6% -31- 2 u Worst-case CAL3QHC and CALINE3 input parameters included: Averaging time: Surface roughness: Settling velocity: Deposition velocity: Receptor height: Traffic volumes: Emission factor: Source height: Wi d d n spee : Wind direction: Mixing height: Ambient concentration: n 60 minutes 0.75 (corresponds to tall grass) 0 centimeters/ second 0 centimeters/ second 1.8 meters peak hour volumes, year 2020 from MOBILE 5A (grams per mile) 0 meters 1 meter/second 1° increments 1,000 meters 1.80 ppm As stated earlier, the intersections with the heaviest projected traffic volumes were evaluated. A total of eight different receptors (four at each intersection) were analyzed to compare the air quality impact of proposed Northeast Creek Parkway. Table 8 summarizes the results of the air quality analysis. Only the CO concentration at the most affected receptor (worst-case) is shown. TABLE 8 SUMMARY OF AIR QUALITY IMPACTS CO Concentration (ppm) Receptor Intersection with Intersection with Number Cornwallis Road Ellis Road 1 3.4 3.1 2 3.4 3.1 3 3.2 2.9 4 3.2 2.9 -32- n In 2020, the maximum one-hour CO concentration of the intersection of Cornwallis Road and Northeast Creek Parkway is expected to be 3.4 ppm and the maximum concentration at Ellis Road is expected to be 3.1 ppm. Comparison of the predicted CO concentration within the NAAQS indicate no violations of the one-hour CO standard of 35 ppm occur. Likewise, it can be concluded that the eight-hour standard (9.0) will not be exceeded because the one-hour CO analysis does not exceed 9.0 ppm. The project is located in Durham County, which is within the Raleigh-Durham nonattainment area for ozone (03) and carbon monoxide (CO) as defined by the EPA. The 1990 Clean Air Act Amendments (CAAA) designated these areas as "moderate" nonattainment area for 03 and CO. However, due to improved monitoring data, these areas were redesignated as "maintenance" for 03 on June 17, 1994. Section 176(c) of the CAAA requires that transportation plans, programs, and projects conform to the intent of the state air quality implementation plan (SIP). The current SIP does not contain any transportation control measures for Durham County. The Durham-Chapel Hill-Carrboro 1995 Transportation Improvement Program (TIP) have been determined to conform to the intent of the SIP. The MPO approval date for the TIP is November 9, 1994. The USDOT approval date of the TIP is April 4, 1995. The current conformity determination is consistent with the final conformity role found in 40 CFR Part 51. There has been i ifi h i h i ' d no s gn cant c anges n t e project gn concept or scope, as s es used in the conformity analyses. 10. Geology The site is located within the Durham Triassic Basin, and the site is underlain by siltstone and sandstone which were deposited in a sedimentary environment. Bedrock consists of soft to hard sedimentary rock which is encountered at depths of three to ten feet below the existing ground surface. -33- n r 11. Potential Hazardous Material Sites 19 Potential hazardous material sites include generators, treaters, and disposers of hazardous wastes, landfills, sewage treatment facilities, garbage dumps, abandoned service stations with underground storage tanks, fuel, oil, and gasoline storage tanks and lagoons. The following sources were reviewed to determine if any hazardous material sites or leaking underground storage tanks are located in the project study area: • Hazardous Waste Branch Files, North Carolina Department of Environment, Health, and Natural Resources (NCDEHNR) • Special Incidents Branch Files, NCDEHNR • Superfund Section Branch Files, NCDEHNR • Solid Waste Branch Files, NCDEHNR • North Carolina Solid Waste Section List of Solid Waste Facility Contacts, December 1992 • North Carolina Inactive Hazardous Sites Program, Status Report, February 1992 • United States Environmental Protection Agency, Region IV, Wasteland Pre-remedial/Federal Facility Report, September 1993 As a result of the review, no sites were identified within the immediate vicinity of the proposed project. Therefore, there does not appear to be any hazardous materials, landfills, underground storage tank sites, or other sites that would have an impact on the proposed project. 12. Visual Impacts The central portion of the project area is predominantly wooded and undeveloped with gently rolling hills and small creeks. Portions of the study area will be visually impacted by the construction of the proposed project. The typical section for this project was selected to allow for landscaping and screening in ® selected areas to mitigate adverse visual impacts. I? -34- iIJ i 13. Construction Impacts En Short term construction impacts may occur in the areas of water quality, air quality, natural resources, and noise. The potential impacts can be minimized by careful adherence to established construction methods. These methods are described below: a. Waste and debris will be disposed of in areas outside of the right-of-way and provided by the contractor, unless otherwise required by the plans or special provisions or unless disposal within the right-of-way is permitted by the engineer. Disposal of waste or debris in active public waste or disposal areas will not be permitted without prior approval by the engineer. Such approval will not be permitted when, in the opinion of the engineer, it will result in excessive siltation or pollution. b. During construction of the proposed project, all material resulting from clearing, grubbing, demolition, or other operations will be removed from the project, and disposed of by the contractor. Any merchantable timber will be salvaged. If vegetation is disposed of by burning, all burning shall be done in accordance with applicable local laws and regulations of the North Carolina SIP for air quality in compliance with 15 NCAC 2D.0520. Additionally, trees outside of the construction limits will be protected from construction activities to prevent skinning tree trunks from heavy equipment, exposing roots, smothering trees from fill dirt around the base, or accidentally spilling petroleum. c. Borrow pits and ditches will be drained insofar as possible to alleviate breeding areas for mosquitoes. d. Care will be taken not to block existing drainage ditches. e. There will be strict adherence to the erosion control plan by the contractor, including limiting areas and duration of exposed earth and stabilizing exposed areas as quickly as possible. f. Measures will be taken to alleviate the dust generated by construction when the control of dust is necessary for the protection, safety, and comfort of motorists and nearby residents. -35- I g. Although the high equipment noise levels are expected to be the main contributor to the construction activity noise emissions, noise impacts during project construction are of short duration. Peak noise levels from highway construction equipment as f 70 dBA di f f 100 d eet may vary rom stance o to measure at a 50 dBA. It is anticipated that the major sources of construction noise will be from earth removal, hauling, grading, pile driving, and paving. General construction noise impacts that can be expected are temporary speech interference for passersby and those individuals working near the project. Such noise will be limited to daylight hours as much as possible. 14. Permits Required Section 404 permits will be required from the Army Corps of Engineers for any activities that encroach into jurisdictional wetlands or "waters of the United States". In addition, Section 401 of the Clean Water Act requires each state to certify that state water quality standards will not be violated for activities which: 1) involve issuance of a federal permit or license; or 2) require discharges into "waters of the United States". The Corps of Engineers cannot issue a 404 permit until 401 water quality certification is approved by the NC Department of Environment, Health, and Natural Resources - Division of Environmental Management. As discussed in Section IV-D.3, some wetland encroachments have already received Nationwide Permits from the Corps and water quality certification from the state. The permits were previously obtained by the property owner and will be used or modified for this project. Other permits outlined in Section IV.D.3 are pending. V. PUBLIC INVOLVEMENT An informal public hearing will be held after this document is completed and distributed by NCDOT. The hearing will be informal with one-on-one interaction between project staff and the public, and will be held at a site in or near the project area. Exhibits for the r.? -36- n workshop will include maps of the proposed alignment, aerial photographs of the project area, and all information included in this document. Citizens will have the opportunity to make comments on forms that will be provided. u VI. COMMENTS AND COORDINATION Comments on the proposed construction of Northeast Creek Parkway were requested from the following agencies. An asterisk indicates that a written response was received. These comments are incorporated into the environmental assessment contained in this report. A copy of the comments is included in the Appendix. * US Army Corps of Engineers US Geologic Survey Triangle J Council of Government * City of Durham * US Fish and Wildlife Service Durham County * NC State Clearinghouse * NC Department of Environment, Health, and Natural Resources, Division of Environmental Management * NC Wildlife Resources Commission NC Department of Cultural Resources, Division of Archives and History * NC Department of Public Instruction * Research Triangle Foundation of North Carolina ?l h.- H-, -37- fl r ?r rr ?r r ?r ?r rr ?r r ?r r r r . ?r ?r ?w ?e z 0 m m a 0 m m m X -v a X a -v 0 -v 0 Cl) m v z O T D? Z O m a n m m m xi -o n ?i a -v O m O Cl) m v z co O O _'n N to W ? f r f I? D Z r z m HT, 1 u VII. FINDING OF NO SIGNIFICANT IMPACT Based upon the assessment of environmental impacts included in this document, it has been determined that the project will not have a significant adverse impact on the environment. This FONSI completes the environmental review. An Environmental Impact Statement will not be prepared for this project. All standard procedures and measures including Best Management Practices will be implemented to avoid or minimize environmental impacts. No special or unique environmental commitments are necessary- -38- i 0 a APPENDIX 0 D FROM RRLLIGH KtUULHIUKY a? 0 June 5, 1995 Regulatory Branch Action ID No. 199201826 and Nationwide Permit No. 26 (Headwaters and Isolated Waters) Mr. H. Franklin Vick, P.E., Manager Planning and Environmental Branch North Carolina Department of Transportation Post Office Box 25201 Raleigh, North Carolina 27611-5201 . Vick: Reference is made to my letter of March 29, 1993, to the City of Durham that confirmed Department'of the Army authorization to discharge fill material into 2.6 acres of waters (and/or wetlands) of Northeast Creek, associated with the construction of the Northeast Creek Parkway Extension, northeast of Cornwallis Road, in Durham, Durham County, North Carolina. Reference is also made-to your request of May 18, 1995, submitted by your agent, Mr. Mack Little with'Little and Little, that notified us that you have not begun construction of the reference project and that the work will not begin until the summer of 1995Our review of the scope of your proposed work within jurisdictional "waters (and/or wetlands) indicates that you propose no additional impacts to ' jurisdictional areas beyond those originally reviewed and authorized. For the purposes of the Corps of Engineers' Regulatory Program, Title 33, Code of Federal Regulations (CM), Part 330.6, published in the Federal Register on November 22, 1991, lists nationwide permits. Authorization was provided, pursuant to Section 404 of the Clean Water Act, for discharges of dredged or fill material into headwaters and isolated waters. Your proposed work is authorized by this nationwide permit provided it is accomplished in strict accordance with the enclosed conditions and provided you receive a Section 401 water quality certification from the North Carolina Division of Environmental Management (NCDEM). You should contact Mr. John Darn ey, telephone (919) 733-1786, regarding water quality certification. This nationwide permit does not relieve you of the responsibility to obtain other required State or local approval. This verification will be valid until the nationwide permit is modified, reissued or revoked, which will occur prior to January 21, 1997. It is incumbent upon you to remain informed of changes to the nationwide permits, which will be announced by public notice when they occur. If you commence, or are under contract to commence, this activity before the date the nationwide permit is modified or revoked, you will have twelve months from the date of the modification or revocation to complete the activity under the present terms and conditions of this nationwide permit. Questions or comments may be addressed to Mrs. Jean B. Manuele, Raleigh Field Office, telephone (919) 876-8441, Extension 24. A , a f KU1'1 KHLLLU" KLUULHIUKT Sincerely, G. Wayne Wright Chief, Regulatory Branch Enclosure Copy Furnished (without enclosure): Mr. John Dorney Division of Environmental Management North Carolina Department of Environment, Health and Natural Resourcao Post Office Box 29535 Raleigh, North Carolina 27626-0535. n a Q 0 0 fl 0 REPLY TO ATTENTION OF Special Studies and Flood Plain Services Section May 22, 1995 Mr.' H. Franklin Vick, P.E., Manager Planning and Environmental Branch North Carolina Division of Highways Post Office Box 25201 Raleigh, North Carolina 27611-5201 Dear Mr. Vick: -"W This is in response to your letter of April 7, 1995, requesting our comments on the "State Environmental Assessment/Finding of No Significant Impact for Northeast Creek Parkway from Cornwallis Road to Ellis Road in Durham, North Carolina, TIP No. U-2831A" (Regulatory Branch Action I.D. No. 199500522). Our comments involve impacts to flood plains and jurisdictional resources, which include waters, wetlands, and U.S. Army Corps of Engineers projects. The proposed roadway improvements would not cross any Corps-constructed flood control or navigation project. Enclosed are our comments on the other issues. We appreciate the opportunity to comment on this project. If we can be of further assistance, please contact us. Sincerely, William R. Dawson, P.E. Chief, Engineering and Planning Division Enclosure Printed on Recycled Paper DEPARTMENT OF THE ARMY MAY WILMINGTON DISTRICT, CORPS OF ENGINEERS P.O. BOX 1890 WILMINGTON, NORTH CAROLINA 28402-189OLITTLE May 19, 1995 Page 1 of 1 9 U.S. ARMY CORPS OF ENGINEERS, WILMINGTON DISTRICT, COMMENTS ON: "State Environmental Assessment/Finding of No Significant Impact for Northeast Creek Parkway from Cornwallis Road to Ellis Road in Durham, North Carolina, TIP No. U-2831A" (Regulatory Branch Action I.D. No. 199500522) 1. FLOOD PLAINS: POC - Bobby L. Willis, Special Studies and Flood Plain Q Services Section, at (910) 251-4728 The study area for the proposed project is located in the city of Durham a and Durham County, both of which participate in the National Flood Insurance Program. From a review of Panel 30 of the January 1982 City of Durham Flood Irsuranc- Rate Map (Fir?ifthe proposed roadway appears to cross a tributary to Northeast Creek which was not included in the Durham Flood Insurance Study. Based on a review of the pertinent United States Geological Survey topo map, this stream does appear to have sufficient drainage area at the crossing to produce flooding. We recommend coordination with the-city for compliance with their flood plain ordinance. From a review of Panel 55 of the February 1979 Durham County FIRM and Flood Boundary and Floodway Map, a section of the proposed roadway appears to be aligned close to the detail study stream of Northeast Creek and may also impact the floodway. Should there be any impacts on the 100-year flood plain or defined floodway, we recommend that you coordinate with the Federal Emergency- Management Agency regarding the need for a no-rise certification and with the county for compliance with their flood plain ordinance and any modifications to their flood insurance map and report. 2. WATERS AND WETLANDS: POC - Mrs. Jean B. Manuele, Raleigh Field Office, Regulatory Branch, at (919) 876-8441, Extension 24 Our Regulatory Branch has reviewed the submitted information and has provided the following comments. On March 8, 1994, firs. Jean B. Manuele met with Mr.. Mack Little, agent for North Carolina Department of Transportation (NCDOT), along the corridor of the proposed Northeast Parkway, in Durham, Durham County, North Carolina. The wetland delineation performed by Mr. Little was reviewed and was determined to accurately depict the limits of our regulatory jurisdiction pursuant to Section 404 of the Clean Water Act. Mr. Little was advised that the crossings of Northeast Creek and three of its associated tributaries are eligible to be authorized by Nationwide Permit Numbers 14 and 26. On May 18, 1995, Mrs. Manuele spoke with Mr. Little and she was informed that the permit application had been submitted to NCDOT for review and 0 subsequent submittal to our office for concurrence. Should you have any questions concerning this project, please contact Mrs. Manuele. 0 OEPARTMENT OF THE ARMY WILMINGTON 01ST•RICT, CORPS OF ENGINEERS P.O. BOX 1 Ago WILM(NGTON, NORTH CAROUNA 26402-1890 WrC tYrCF[RTO March 29, 1993 Regulatory Branch Action ID. 199201826 and Nationwide Permit No. Waters) City of Durham Engineering Department Attn: Mr. Lee Murphy 101 City Hall Plaza Durham, North Carolina 27701 MAR 3 1993 LITTLE & LITTLE- 26 (Headwaters and Isolated Dear Mr. Murphy: .. , Reference your )pint••aPplidation of April 16, 1992, for Department of the y authorization to discharge fill material within waters of the United Arm tates, causing the loss of angadditional 1.1 Acres of wetlands adjacent to; for..a total fill.-of 2.6 ;acres, Q S and .above, the headwaters-of , Northeast Creek, _ for construction of the Northeast .Creek Par oath ?arolina.= northeast of - ' Cornwallis- Road,•in Durham, D For the purposes of the U.S. Army Corps of Engineers' Regulatory Program, Title 33, Code of Federal Regulations (CFR), Part 330.6, published in the Federal Register on November 22,19tltolists nationwidetpermits (Water Act, pursuant Authorization was provided, for discharges of dredged or fill material into headwaters and isolated waters provided: a. The discharge does not cause the. loss of more than 10 acres of waters of the United States; b. The permittee notifies the District Engineer if the discharge would cause the loss of waters of the United States greater than one acre in accordance with the "Notification" general condition. For discharges in _ special aquatic sites, including wetlands, the notification must also include a delineation of affected specific aquatic sites, including wetlands; and c. The discharge, including all attendant features, both temporary and permanent, is part of a single and complete project. Q I M -2-. Your work is authorized by this 1414P provided it is accomplished in strict C1 accordance with the enclosed conditions. This NWP does not relieve you of the responsibility to obtain any required State or local approval. You should contact Mr. John Dorney, North Carolina Division of Environmental Management, (919) 733-5083, to obtain the necessary Section 401, Water Quality certification prior to starting work. This verification will be valid for 2 years from the.date of this letter unless the NWP authorization is modified, reissued, or revoked. Also, this verification will remain valid for the 2 years if, during that period, the NWP authorization is reissued without modification or the activity complies with any subsequent modification of the NWP authorization. If during the 2 years, the NWP authorization expires or is suspended or revoked, or is modified, such that the activity would no longer comply with the terms and conditions of the NWP, activities which have commenced (i.e., are under construction) or are 'under contract to commence in reliance upon the NWP will remain authorized provided the activity is completed within 12 inonths of the date of the NWP,s; expiration, modification or revocation, unless discretionary authority has been exercised on a case-by-case basis to modify, suspend, or revoke the authorization. Questions or comments may be addressed to Mr. Eric Alsmeyer, Raleigh Regulatory Field office,. at telephone (919) 876-8441, extension 23. Sincerely, G. Wayne Wright Chief, Regulatory Branch Enclosure P1 L i V RHAM City of Durham North Carolina Department of Transportation 101 City Hall Plaza Phone (919) 564-4366 Durham. North Carolina 27701 FAX (919) 560 4561 t.. 7 8 6 9 E r:?YOFMEDICINE May 9, 1995 G 1 I it Mr. H. Franklin Vick, P.E. Manager, Planning and Environmental Branch MAY 1 2 1995 N. C. Department of Transportation ZJ P. 0. Box 25201 DfVISICN OF Q Raleigh, N.C. 27611-5201 ?:tGHWAYS ??? Subject: Northeast Creek Parkway, TIP Project No. U-2831A ???RONN(EP Dear Frank: The City of Durham is pleased to offer preliminary comments for the preparation of the draft State Environmental Assessment/Finding of No Significant Impact (SEA/FONSI) on the subject project. Our comments are as follows. Northeast Creek Parkway is designated as a proposed bike facility in The Regional Bicycle Plan. The proposed cross sections should therefore accommodate bicycles. The curb and gutter segments should provide 14 feet wide outside travel lanes. The segments without curb and gutter should provide 4 foot wide paved shoulders, which may well be justified with the truck traffic anticipated in this industrial area. Also, the SEA/FONSI should address the need for,pedestrian facilities and connections with sidewalks recently constructed along the proposed corridor. This facility may also provide an excellent opportunity for the Research Triangle Park to expand its jogging trail system. This should also be addressed. O The proposed right-of-way widths should be sufficient to accommodate both bike and pedestrian facilities. The proposed 90 feet rights-of-way for segments one and two are insufficient for these purposes and should be expanded to a minimum of 100 feet. The right- of-way must be sufficient for both wide outside bike lanes, sidewalks, and utility strip. Please be advised that Durham has several adopted land use plans that affect this area. Consistency or inconsistency with these plans should be appropriately noted. These plans include the City and County Comprehensive Plan, The South Central Durham Plan, The Triangle Township Plan, and The Durham Urban Trails and Greenways Master Plan. Please r_1 I note that the project affects the proposed Northeast Creek Greenway. Each of these plan documents are available from the Durham City-County Planning Department. Mary Hough, the City's Transit Administrator has prepared comments for the Durham Area Transit Authority. Her comments are attached. - 0 0 0 0 Ftl 0 0 a a 0 0 a a 0 a 0 0 0 e a a Thank you for the opportunity to comment on the proposed project early in the planning process. We look forward to reviewing the Draft SEA/FONSI and plan to provide additional comments based upon the findings of the draft study. If the City of Durham can provide additional assistance, please let me know. Sincerely, H. Wesley Par am, P.E. Senior Transportation Engineer Attachment cc: Mark Ahrendsen Vonda Frantz Dick Hails Mary Hough Owen W. Syrian r- 42 I ; _ ?'4'• _L._,_ .w y._a+v?' -V AS?"'?.L1???,??r}y?'yi1_ ??? ? _ j: ... ` :_.I :t 7 ?d.?: r?i1'^? 1?4#??W?.s•: ?_ _?_ t .. q.•.'rsl M< - - DURHAM AREA TRANSIT AUTHORITY MEMORANDUM TO: H. Franklin Vick, Planning and Environmental Branch FROM: Mary Hough, Transit Administrator ?'r 'r).!rrT: Nnrthn,?st Creek Parkway Thank you for the opportunity to comment on the design for the above referenced project with regard to the needs of public transit. Although this road will not necessarily be used by DATA, it is a connection within RTP that would be used by the TTA. Because of this, it would be desirable that the road have adequate shoulders, in terms of size and construction, to accommodate waiting areas and amenities for transit users. This is especially true in the areas where commercial/industrial facilities abut the road. We have already received requests for service from entities on Tricenter Blvd., so it appears that there is a demand for transit service in the area. I hope that these comments/request can be incorporated into the design of the road, and if you have any concerns or questions, please feel free to call me at 688- 2742. 0 0 0 a un3i(6 United States Department of the Interior FISH AND WILDLIFE SERVICE Ecological Services Post Office Box 33726 Raleigh, North Carolina 27636-3726 May 24, 199 tl TAKE-? PRIDE IN AMERICA d o E1 VSO 'MAY 2 6 1995' r k0,'PHIGHWAYS IVISION OF Mr. H. Franklin Vick Planning and Environmental Branch Qy N.C. Division of Highways FM?jRONt P.O. Box 25201 Raleiah, Nc 27611 Subject: foortNortheastmcreek Parkway, Durham County, North Carolina, TIP No. U-2831A Dear Mr. Vick: This responds to your letter of April 7, 1995 requt=sting information from the U. S. Fish and Wildlife Service (Service) on evaluating the potential environmental impacts of the above-referenced project. This report provides scoping information and is provided in accordance with provisions of the Fish and Wildlife Coordination Act, as amended (16 U.S.C. 661-667d) and Section 7 of the Endangered Species Act of 1973 (16 U.S.C. 1531-1543). Preliminary planning by the North Carolina Department of Transportation (NCDOT) calls for the construction of the Northeast Creek Parkway from Cornwallis Road to Ellis, a project of approximately 1.8 miles. The proposed project is divided into five sections, some of which will follow existing roads. Actual work within the sections includes construction of two lanes, grading to facilitate future construction, and none. The Service's review of any environmental document would be greatly facilitated if it contained the following information: 1.. A description of the fishery and wildlife resources within existing and required additional right-of-way and any areas, such as borrow areas, which may be affected directly or indirectly by the proposed project. 2r. A list and acreage of the wetland types which will be impacted. Wetland types should follow the wetland classification scheme of the National Wetlands Inventory. This list should also give the acreage of each wetland type to be affected by the project as determined by the Federal Manual for Identif in and Delineatin Jurisdictional Wetlands. 3. Engineering techniques which will be employed for designing and constructing any wetland crossings and/or relocated stream channels along with the linear feet of any water courses to be relocated. 4. The cover types of upland areas and the acreage of each type which would be impacted by the proposed project. 5. Mitigation measures which will be employed to avoid, eliminate, reduce, or compensate for habitat value losses associated with the project. These measures should include plans for replacing unavoidable wetland losses. 0 0 0 6. The environmental impacts which are likely to occur after construction as a direct result of the proposed project (secondary impacts) and an assessment of the extent to which the proposed project will add to similar environmental impacts produced by other, completed projects in the Brea (cumulative impacts). The attached page identifies the Federally-listed endangered, threatened, and candidate species which occur in Wake County. The section of the environmental document regarding protected species should contain the following information: 1. A review of the literature and other information; 2. A description of any listed species or critical habitat that may be affected by the action; 3. An analysis of the "effect of the action", as defined by CFR 402.02, on the species and habitat including consideration of direct, indirect, cumulative effects, and the results of related studies; 4. A description of the manner in which the action may affect any species or critical habitat; a 5. Summary of evaluation criteria used as a measure of potential effects; and 6. Determination statement based on evaluation criteria. Candidate species refer to any species being considered by the Service for listing as endangered or threatened but not yet the subject of a proposed rule. These species are not legally protected under the Act or subject to its provisions, including Section 7, until formally proposed or listed as threatened or endangered. New data could result in the formal listing of a candidate species. This change would place the species under the full protection of the Endangered Species Act, and necessitate a new survey if its status in the project corridor is unknown. Therefore, it would be prudent for the project to avoid any adverse impact to candidate species or their habitat. The North Carolina Natural Heritage Program should be contacted for information on species under State protection. Q The Service appreciates the opportunity to comment on this project. Please continue to advise us of the progress of this project, including your official determination of the impacts of this project. If our office can supply any additional information or clarification, please contact Howard Hall, the biologist reviewing this project, at 919-856-4520 (ext. 27). 0 Si ely yours, David A. Dell Acting Supervisor 0 0 0 a 0 0 0 0 e 0 a r1l 0 0 0 0 0 e REVISED APRIL 19, 1995 Durham County Birds L?iId uaglu h,<.;i ;eetus IeucoeeD; anus) - L Plants Michaux's sumac (Rhus michauxii) - E• Smooth coneflower (Echinacea laevinata) - E There are species which, although not now listed or officially proposed for listing as endangered or threatened, are under status review by the Service. Theso "Candidato"(C1 and C2) species are not legally protected under the Act, and are not subject to any of its provisions, including Section 7, until they are formally proposed or listed as threatened or endangered. We are providing tho below list of candidate species which may occur within the project area for the purpose of giving you advance notification. These species may be listed in the future, at which time they will be protected under the Act. In the meantime, we would appreciate anything you might do for them. Clams Atlantic pigtoe (Fusconaia masoni) - C2 Green floater (Lasmigona subviridis) - C2 Yellow lampmussel (Lampsilis cariosa) - C2 Insects Septima's clubtail dragonfly (Gomphus septima) - C2' Plants A liverwort (Plagiochila columbiana) - C2• Sweet pinesap (Monotropsis odorata) - C2 Tall larkspur (Delphinium exaltatum) - C2 "Indicates no specimen in at least 20 years from this county. Ju.vr. North Carolina Department of Administration James B. Hunt Jr., Governor Katie G. Dorsett, Secretary May 11, 1995 U Mr. H. Franklin Vick N.C. Department of Transportation r7 I Planning and Environmental Branch U Transportation Building Raleigh, North Carolina 27611 U Dear Mr. Vick: RE: SCH File n95-E-4220-0731; Scoping - Proposed Construction of the Northeast Creek Parkway from Cornwallis Road to Ellis Road in Durham, NC TIP mU-2832A The above referenced environmental impact information has been reviewed through the State Clearinghouse under the provisions of the North Carolina Environmental Policy Act. Attached to this letter are comments made by agencies reviewing this document which identify issues to be addressed in the environmental review document. For compliance with the North Carolina Environmental Policy Act the appropriate document should be forwarded to the State Clearinghouse for environmental review. Should you have any questions, please do not hesitate to call me at 733-7232. Sincerely, Attachments cc: Region J ?Tom Kendig, NCDOT OW, Ms. Chrys Baggett, Director State Clearinghouse 0 116 West Jones Street - Raleigh, North Carolina 27603-8003 - Telephone 919-733-7232 State Courier 51-01.00 r State of North Carolina Department of Environment, Health and Natural Resources Legislative & Intergovernmental Affairs James B. Hunt, Jr., Governor Jonathan B. Howes, Secretary Henry M. Lancaster II, Director MEMORANDUM TO: Chrys Baggett FROM: Melba McGee Y' RE: 95-0731 Scoping Proposed Construction of the NE Creek Parkway, Durham DATE: May 9, 1995 The Department of Environment, Health, and Natural Resources has reviewed the proposed project. The attached comments are for the applicant's consideration. Thank you for the opportunity to review. attachments RECEIVED MAY 10 1995 N.C. STATE CLEARINGHOUSE p.o. Box 27687, Roleigh, North Carolina 27611-7687 Telephone 919-733-4984 An Equol Opportunity Affirmotive Action Employer 50% recycled/ 10% post-consumer poper State of North Carolina Department of Environment, Health and Natural Resources 4 ®? Division of Environmental Management James B. Hunt, Jr., Governor [? rt? Q tt F:? Jonathan B. Howes, Secretary ED FE tl ?., A. Preston Howard, Jr., P.E., Director May 5, 1995 TO: Melba McGee, Legislative & Intergovernmental Affairs FROM: Monica Swihart`,"Water Quality Planning SUBJECT: Project Review V195-0731; Scoping Comments - NC DOT Proposed Construction of Northeast Creek Parkway from Cornwallis Road to Ellis Road in Durham, TIP #U-2831A The Water Quality Section of the Division of Environmental Management requests that the following topics be discussed in the environmental documents prepared on the subject project: A. Identify the streams potentially impacted by the project. The stream classifications should be current. B. Identify the linear feet of stream channelizations/ relocations. If the original stream banks were vegetated, it is requested that the channelized/relocated stream banks be revegetated. C. Number of stream crossings. D. Will permanent spill catch basins be utilized? DEM requests that these catch basins be placed at all water supply stream crossings. Identify the responsible party for maintenance. E. Identify the stormwater controls (permanent and temporary) to be employed. F. Please ensure that sediment and erosion and control measures are not placed in wetlands. G. Wetland Impacts 1) Identify the federal manual used for identifying and delineating jurisdictional wetlands. 2) Have wetlands been avoided as much as possible? 3) Have wetland impacts been minimized? 4) Discuss wetland impacts by plant communities affected. 5) Discuss the quality of wetlands impacted. 6) Summarize the total wetland impacts. 7) List the 401 General Certification numbers requested from DEM. P.O. Box 29535, Rdoigh, Notch Cororcna 27626-0535 Tol©phono 919-733-7015 FAX 919-733-2496 0 An Equol Opportunity Affirmdivo Action Employor Wt rocyclod/ 101 post-conskmnor popor M Melba McGee May 5, 1995 Page 2 H. Will borrow locations be in wetlands? Borrow/waste areas should avoid wetlands to the maximum extent practicable. Prior to approval of any borrow/waste site in a wetland, the contractor shall obtain a 401 Certification from DEM. I. Did NCDOT utilize the existing road alignments as much as possible? Why not (if applicable)? J. To what extent can traffic congestion management techniques alleviate the traffic problems in the study area? K. Please provide a conceptual mitigation plan to help the environmental review. The mitigation plan may state the following: 1. Compensatory mitigation will be considered only after wetland impacts have been avoided-and minimized to the maximum extent possible. 2. On-site, in-kind mitigation is the preferred method of mitigation. In-kind mitigation within the same watershed is preferred over out-of-kind mitigation. 3. Mitigation should be in the following order: restoration, creation, enhancement, and lastly banking. Please note that a 401 Water Quality Certification cannot be issued until the conditions of NCAC 15A: 01C.0402 (Limitations on Actions During NCEPA Process) are met. This regulation prevents DEM from issuing the 401 Certification until a FONSI or Record of Decision (ROD) has been issued by the Department requiring the document. If the 401 Certification application is submitted for review prior to issuance of the FONSI or ROD, it is recommended that the applicant state that the 401 will not be issued until the applicant informs DEM that the FONSI or ROD has been signed by the Department. Written concurrence of 40.1 Water Quality Certification may be required for this project. Applications requesting coverage under our General Certification 14 or General Permit 31 will require written concurrence. Please be aware that 401 Certification may be denied if wetland impacts have not been avoided and minimized to the maximum extent practicable. 10925.mem cc: Eric Galamb 0 a - State of North Carolina - n_ Fact Department of Environment, HIalth, =rd Naturat?BasaU?r--ICn --f- r-- r RNMENTAL REVIEW - PROJECT COMMENTS - -=- a F'evicwin9 Ili e' WEIGH REGIONAL OFFICE 1 Project Number. Due Date: INTERGOVE T attic(s) andlor approvals indicated may need to be obtained in After review of this project it has been determined that the'EHNR pe r order for this project to comply with North Carolina Law. Questions regarding these permits should be addressed to the Regional Office Indicated on the reverse of the form. e same Normal Process Repionli?I utions Office,. information and guidelines relative to these plans and pnenils are available from th Time All app (statutory time limit) PERMITS SPECIAL APPLICATION PROCEDURES or REQUIREMENTS award of 30 days permit to construct b operate wastewater treatment faeitltks, 64" ( system extensions. S sewer systems not discharging into state surface waters. NPDES • permit to discharge into surface water and/or ??--77 permit to operate and construct wastewater Ixililies d,scrarginq Into state surface waters. Application 90 days before begin Construction or construction contracts On-site inspection- Pos"tipplicalion technical conference usual Application 160 days before begin activity. On-site inspection. Pre-application conference usual. Additionally, obtain permit to construct wastewater treatment facility-granted -grante after POES Reply time, 30 days after receipt of plans Issue of NPOES permil•whicherer is later. pre-application technical conference usually necessary B DI Water Use Permit Iic2tion must be received and permit issued Complete atop well Construction Permit pnot to the installation of a well. Application copy must be served on each adjacent riparian propeny owner. On-site InspeCtion.-Pre•a0ptic2t1On eonlerence usual Filling D Dredge and Fill Permit may require Easement td Fill from N.C. Department of Administration and Federal Dredge and Fill Permit. permit to construct d operate Air Pollution Abatement N/A facilities and/or Emission Sources as per 15A NCAC 21H _j;J An open buminq associated wile subject proposal Any . must be in compliance associated with "CAC 20.0520 Oemolit,on or renovations of structures containing liance with 15A m N/A p asbestos material must be in co tification and removal . NCAC 20.0525 which requires no prior to demolition. Contact AsbeslOs Control Group Q coP? (9C days) 919-733-0820. ? • l El Complex Source Permit required under 15A NCAC f 1973 must be property addressed lot any land disturbing activity An erosion b sedimen a ' I at st 30 t ? days 20 The St6ima.Aation Pollution Control Act o mote ir s e led otan accernoanv t ach addit onRalgaocrelor art mv ne 1( ra d X30 davs, of e acre nd S2000 t r fi control plan will bn,neQactcvty A fee of S30aor th ddressed with respect to the referrenced Local Ordinance: '^ davs to (30 ays, ffn _tltti $editheniatbn Pollution Control Act of 1973 must to a Bond amdunr an EHNR =f l - . Ort-site inspection usual. Surety bond tiled w of acres of alfected land Any area ind humter lh li 30 days s) d _ =::7 • _ t f t v:iies with lype• use p rtnilo. The appropriate bond thin 6ne icri D' 30 ay Mm,nQ•P?mmit :i• •,• rrrned greater t(ie ermit cin'tx' lssu_d t?t br receiizU lit; _ d r w • ?Y. '?-•? • ••- '' h? 1ibh,?'Ft.C •?tYli?oM1 Forest RasobiC'ft:'It jSCffn,l ay •r 1 (N:A .i N ptih CXr ir: irrinC permit •ztaG3'?'dSys Cr- ` •: '. __ .l,•.f:Y.,T.?_ ...• .. _ ? '(I C11t Yb'y NA' 66sion Foreik Ri ?DUf>pi uired Moro i • : , 1 I day dal nst e site, ?On i G,dvr+d Cl 'thin (:v+;,d i j Sl prouM1Q'cliinnq utivitie'i 4it involvttd. Inspection 1 earhti auminq Pcirnlt • Z2 - = je= t l - ?- _? Q • pounds: in eoasta N.C. with organic soils r ? , be(isNe oc 'should be 140iSlhb`al 1"+ % ten day • '1 -. = r x CS •'r t 120Ciy7 „ ? klA (NIA) r Oil Refining Facilities ... " (,W04% 60 days teldlt bti (Z tOnalrucUCn. tt 30 davs II pcmll.ftAuirt d, 11,00 meet to: VIM* ? d en %t( ' _ • g te Nb Qu+• ACjhean( rrusl >;'t EHNR•aDDrov' ctlon.Oattiq?C+slnuclarf?l sz.?L? t ' : t J i 60 days) t ' 1 Pc n+ll f r n '1r?peel•egns 6tay x!63-1i;7th(v ?sfR?d urine{'15t(jlQvitp,fbrtlyd proq?n And etts. n i id •g >< ety t ;t Sa Oi o . p mv6irs0so: Ehg,!uets`ltta7wpad)dn of site is n f , to 4 4u•p:rmit of 5?00bQ must ac. ?•,• _ n s `.•. r y j l& bis1.'5 ran a ( ayyp6mirif,.An ,lddi{ omit 0t6dts (h C4 at t (YI: .? ` • .: e h?•L..•• C.Dml?7y(" ' t llx"tdlal pf0 Kt cost, RJII eft jtou,f! rpon =KE!,0 = bercsftt pt _ •• ; - -• - ..? ^. • ?nt• .r r tonlnnued gn reverse r 47 0 Q FERMITS Permit to dt1'-* oil or gas well Gaophysicai tiPloralton Persil J a r -, State Lakrss Construction Permit 0 D sot water Quality Certification DI CAMA Permit for MAJOR development ?I CAMA Permit for MINOR development 0 (statutory time , SPECIAL APPI-l"AT(G-S PROCEDURES or REQUIREMENTS limit) bond of $5A00 with EHNR running' to State of N.C. t u 10 days re y File conditional that any well opened by ddil operator shall, upon (NIA)' abandonment, be plugged according to•EHHR rules and regvtations Application filed with EHNR at least 10 days prior to issue of permit 10 days APplicallon by letter. No standard application torn. (NIA) Application tee lased on structure size is charged. Must Include 15.20 days descriptions i drawvlgs of structure d proof of ownership (NIA) of riparian property. ' (A days ?.• NIA (130 days) 55 days $250.00 lee must accompany application (150 days) 22 days $50.00 fee must accompany application (25 daysl D' Several geodetic monuments ue located in or near the project area. It any monuments need to tie moved or (3estroyta. Please nobly: N.C. Geodetic Survey, Box 27687, Raleigh, N.C. 27611 D Abandonment of any wells. If required, must be In accordance with Title 15A, SutxhaPler 2C.0100. D Notification of the proper regional office is requested if `orphan" urderground storage tanks (USTS) are discovered during any excavation operation. AS days D Compliance with 15A HCAC 2H.1000 (Coitstal Stormwater Rules) is required. (NIA) Other comments (attach additional pages as necessary, being Certain to cite comment outhority): (.?. 5 •; S(.of Imo.-l-f t?,t o E? S(„? t :or.l?rx.c? M,, ?? ?3??/NJO??.ss.eb i ? ?h- ?.? n?? (y l.t ? -1--g' 'airs t(, a lif.rD l N 61?1?-C-.t,? o;.? • o r f?F c?.? ?+-? P?7L f 5? f.l .?? s' P-t1?'R.•?- tJLVI c l;-3 Pcs' cylE(,c? o3 Sjvl,.6,E d?-- ' REGIONAL OFFICES _ Questions.reDa?din.g these-permits should be addressed to the Regional Office marked below. ~D A3ij:9ville Regional Office ? Fayetteville Regional Office 59•yVgodfin Place Suite 712 Wachovia Building • AAevllic. NC 28801 Fayetteville. SIC 28301 ` ,(704) 251.6208 (919) 486.1541.. ; :. q•a:+: •, D Ralei9h Regional Office _ t[wlfe MainRegional Street, P.O: Office Box 950 8800 Barrett Drive Suite 107 27609_, • 4l rWllle: NC 28115 Raleigh. 7hh• . NC NC -2314 p;r (701) f,637639 Ilish'riptt -Regional* Ice • Wilmington Regional Office 422 arpJtp? Avenue 127 Cardinal Onve Esicts:on • • ashirqq(on. NC 27889 ` . Wilmington, NC 28405 • ,(fl181 926481 (919) 395.3900 _ 1:. WinstonSalem Regional Office ;n:, • i'.'' D= North Point Blvd. ?••. • ` Suite 100 F MJ.: Winston•Satem,;.NO.27106 '-- (919 89,x7,007: .t 0 a a North Carolina WilMe Resources Commission j I[ U. Salisbury Stre'r, Raleigh, North Carolina 27604-1188, 919-733-3391 Charles R. Fullwood, Executive Director tANDUN-1 M: ? a McGee Officx of Legislative and Intergovernmental Affairs, DEHNR FROM: David Cox, Highway Project Coordinator Habitat Conservation Program i D"Ti : May 9. 1995 SI BJFCT: Request for information from the N. C. Department of Transportation (NCT)OTi regarding fish and wildlife concerns for the Northeast Creek Parkway, from Cornwallis Road to Ellis Road in Durham, Durham ("oil-ltv, North Carolina, TIP No. U-283 IA, SCH Project No. 95-0731. This memorandum responds to a request from Mr. H. Franklin Vick of the NCDOT for our concern regarding impacts on fish and wildlife resources resulting from the subieet project. Staff biologists with the N. C. Wildlife Resources Commission ?NC'wR_r1 have re-vitwe(l the proposed project, and our comments are provided in a accordance with provisions of the North Carolina Environmental Policy Act (G.S. 113A- 1 e; scq., as strendrei; 1 NCAC 25). N\','. 1,1ve plc, nr(:ject specific concerns or recommendations at this time, however to hero facilitate document preparation, our general informational needs are outlined t )-scrintion of fisherv and wildlife resources within the project area, j» fndinv a listing of federally or state designated threatened, endangered, or special concern species. Potential borrow areas to be used for project constriction should be included in the inventories. A listing of designated pl:uit species can be developed through consultation with: The Natural Heritage Progrun N. C. Division of Parks and Recreation P. O. Box 27687 Raleigh, N. C. 27611 (919) 733-7795 • 0 1. 0 \ lr f I I V I I I L L ? L..1 11\ l.. I ?-.- - - - •.• ?.• •• - - - - - May 9, 1995 Memo 2 NCDA Plant Conservation Program P. O. Box 21647 Raleigh, N. C. 27611 (919) 733-3610 2. Description of any streams or wetlands affected by the project. The need l?! for charnelizing or relocating portions of streams crossed and the extent of such activities. ;. Cover type maps showing wwetland acreages impacted by the project. Weiland acreages should include all protect-related areas that may undergo hydrologic change as a result of ditching, other drainage, or filling for project construction. Wetland identification may be accomplished through coordination with the U. S. Army Corps of Engineers (COE). If the COE is not consulted, the person delineating wetlands should be identified and cJ teri- iisted. +. Cover type maps showing acreages of upland wildlife habitat impacted by the proposed project. Potential borrow sites should be included. The exte'tt to which the project will result in loss, degradation, or fracnicitt.ation of wildlife habitat (wetlands or up!ands). e;. 1\•litigntion for avoiding, nninimizing or compensating for direct and indire??t degradation in habitat quality as well as quantitative losses. A cz:mulative impact assessment section which analyzes the environmental efferta c,!'h:gh,n?ay cotnstrttction and quantifies the contribution of this individual project to environmental degradation. A discu3siott of the probable impacts on natural resources which will result ft-() . sccon dary development facilitated by the improved read access. it cou_traction of this facility is to be coordinated with other state. in.tnic.pal, or, private development projects, a description of these projects should b, included in the environmental document, and all project ,p,,;cor; should be identified. 5-uti iC•r -,he.opportunity to provide input in the early planning stages for f ; ca:n i w :tj . assist your office, please contact me at (919) 528-9886. _ 'N:arUc::, Distric*. 5 Wildlife Biologist ri E':)•artt, District 5 Fisheries Biologist i ongamz/Endangered Species Section Mgr. 0 51 /r Swt o`er U North Carolina Department of Cultural Resources LJ'James B. Hunt, Jr., Governor Betty Ray McCain, Secretary 0 Division of Archives and History William S. Price, Jr., Director may 10, 1995 MEMORANDUM TO: H. Franklin Vick, P.E., Manager Planning and Environmental Branch Division of Highways nepartment of Mmn°'--" -. 7-1 FROM: David Brook De 4istoric esern Oficer puty State Pr CEO?r MAY 1 5 1995 >J SION OF z` HWAYS P?. Z'?ZONN5_1'z SUBJECT: Northeast Creek Parkway from Cornwallis Road to Ellis Road in Durham, Durham County, TIP U-2831 A, CH 95-E-4220-0731 We have received information concerning the above project from the State Clearinghouse. There are no recorded archaeological sites located within the proposed project corridor, although the corridor has never been surveyed for archaeological resources. It is likely that as yet unrecorded sites may be affected by the project. Prior to our making recommendations for survey, we request that you forward recent aerial photographs so we may determine the extent of current development in the area. We have conducted a search of our files and are aware of no structures of historical or architectural importance located within the planning area. While we note that this project is to be state funded, the potential for federal permits may require further consultation and compliance with Section 106 of the National Historic Preservation Act. These comments are made in accord with G.S. 121-12(a) and Executive Order XVI. If you have any questions regarding them, please contact Renee Gledhill- Earley, environmental review coordinator, at 919/733-4763. DB:slw cc: State Clearinghouse B. Church ?..:. T. Padgett 109 East Jones Street - Raleigh, North Carolina 27601-2807 I 0 0' North Carolina Department of Cultural Resources James B. Hunt, Jr., Governor Betty Ray McCain, Secretary Division of Archives and History William S. C Jr. Director ry ; ?? May 30, 1995 JUN 5 1995 MEMORANnuM LITTLE & LITTLE TO: H. Franklin Vick, P.E., Manager Planning and Environmental Branch Division of Highways Department of_T•ra sr>ortation FROM: David Brook c reservation Officer i Deputy State is 4,_), SUBJECT: Northeast Creek Parkway, U-2832A, Durham County, CH 95-E-4220-0731 We have received the aerial photograph for the above referenced project from Robert T. Peter of Little & Little. As indicated on the aerial, the proposed project area is heavily developed. It is unlikely that the Northeast Creek Parkway project as presently proposed will affect any National Register-eligible archaeological resources. We, therefore, recommend no archaeological investigations in connection with this project. The above comments are made pursuant to Section 106 of the National Historic Preservation Act of 1966 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. DB:slw cc: T. Padgett St to Clearinghouse L,R6bert T. Peter 109 East Jones Street - Raleigh, North Carolina 27601-2807 Q3 0 0 0 0 CA J t t v - - \ „` SWF o -, NORTH CAROLINA DEPARTMENT OF PUBLIC INSTRUCTION 301 North Wilmington Street, Education Building Raleigh, NC 27601-2825 April 21, 1995 '-'* TORANDUM TO: H. Franklin Vick, P.E., Manager Planning and Environmental Branch Division of Highways FROM: Charles H. a ` Assistant Stat S nntendent Auxiliary Se s BOB ETHERIDGE State Superintendent h 4 G E ! V Fo 4 I t APR 2 5 1995 ' / 'L DIVISION OF Z0 r;IGHWAYS ? VIRONN??P RE: State Environmental Assess ment/Finding of No Significant Impact for Northeast Creek Parkway from Cornwallis Road to Ellis Road in Durham, North Carolina, TIP No. U-2831A Please find attached communication from Dr. C. Owen Phillips, Superintendent for Durham County Schools, relative to subject project. mrl Enclosure a An Equal Opportunity / Affirmative Action Employes 0 0 0 A Building A World-Class System C. Owen Phillips Superintendent April 12, 1995 Dr. Charles I- Weaver Assistant State Superintendent Auxiliary Services North Carolina Department of Public Instruction 301 North Wilmington Street, Education Building Raleigh, North Carolina 27601-2825 Dear Dr. Weaver: r?"'' 2 1 1995 Subject: State Environmental Assessment/Funding of No Significant Impact for Northeast Creek Parkway from Cornwallis Road to Ellis Road in Durham, North Carolina, TIP No. U-2831A My staff has reviewed the North Carolina Department of Transportation and Highway Safety proposal for the Northeast Creek Parkway from Cornwallis Road to Ellis Road. We concluded that this parkway will not present any negative impact to our school system, but will assist the traffic flow in this area. In reference to Section Five, Southern High School was mentioned. This campus was sold to Glaxo, Inc. and a replacement school was opened in 1993 on a new site. Sincerely, C. Owen Phillips cc: Ted Drain Nfike Mulheirn Gary Ackley _ r a®rTnkNrrailc?l??? f 0 4. Research Triangle Foundation of North Carolina 2 Hanes Drive Post Office Box 12255 Research Triangle Park, North Carolina 27709 Telephone: (919) 549-8181 FAX: (919) 549-8246 /off Elizabeth H. Rooks, Dkectw of Ptpstcw De`eiopmem r; ICS LITTLE & LITTLE Mr. Mack Little Little & Little Post Office Box 1448 Raleigh, NC 27602 Dear Mr. Little: May 11, 1995 This is to confirm our telephone conversation concerning the standards to be used for the construction of Northeast Creek Parkway between Cornwallis Road and the Durham Freeway. This thoroughfare will provide a loop road along the northwest side of the Research Triangle Park. It is my understanding from our conversation that Northeast Creek Parkway will ultimately be a 4-lane, median-divided road, but that only two lanes will be constructed initially. The Durham-Wake Counties Research and Production Service District, which is the special tax district for the Research Triangle Park, has been constructing pedestrian trails throughout the Park over the last several years. To date, approximately 8 miles of these trails have been constructed. On behalf of the Service District, I would request that, if possible, Northeast Creek Parkway be constructed with shoulders which are wide enough to accommodate an 8-foot asphalt trail as this would facilitate construction of pedestrian trails by the Q Service District in the future. Also, if there are sufficient funds available, the Park would support construction of wider outside lanes to accommodate bicycle traffic. 0 DEVELOPERS OF THE RESEARCH TRIANGLE PARK 0 Mack Little May 11, 1995 Page 2 Please feel free to call me if you need any additional information about the Service District and its plans for constructing pedestrian trails in the Park. Sincerely, S Elizabeth H. Rooks NCWRC,HCP,I=ALLS LAKE Mar 27'96 11:07 No.003 P.02 ww?.?f ?v?.• cow.,-.?rK Noah Carolina Wildlife Resources Commission 512 N. Salisbury Street, Ralelsh, North Carolina 2760-1188, 919-733-3391 Charles R. Fulhvood, Executive Director MEMORAND1 M TO: I dclba McGee Office of Legislative and IntergovernmentalAffaim FROM: Franklin T. McBride, Manager CHabitat Conservation Program DATE: March 27, 1996 SUBJECT: North Carolina Department of Transportation (NCDOT) Draft Environmental Assessment (EA) and Finding of No Significant Impact (FONSI) for the Northeast Creek Parkway, Durham County, North Carolina TIP No. U-2381A, SCH Project No. 96-0731. Staff biologists of the N. C. Wildlife Resources Commission (NCWRC) have reviewed the subject Draft EA/FONSI and are familiar with habitat values in the project area. The purpose of this review was to assess project impacts to fish and wildlife resources. Our comments arc provided in accordance with certain provisions of the North Carolina Environmental Policy Act (G.S. 113A-1 et scq., as amended; 1 NCAC 25). The proposed project involves the construction of a four- or five-lane roadway on new location from Cornwallis Road to Ellis Road. A distance of approximately 1.8 miles. The project as proposed will impact approxirnutcly 3.03 acres of waters or wetlands adjacent to Northeast Creek. After reviewing the subject document, we have the following comments. 1. We could find no clear statement of purpose or need for the project. Without a statement of need, it is difficult to evaluate feasiblo alternatives for the project. 2. Although other alternative alignments were considered for the proposed construction, they were discarded due to higher environmental impacts. However, no information was provided to,3upport these: claims. A discussion of potential impacts for each alternative should be provided. This should include a description of the sources of the data used for these evaluations. Maps clearly outlining wetlands, floodplatin limits and stream channels should also be included. TEL:919-528-9839 NCWRC,HCP,FALLS LAKE TEL:919-528-9839 Mar 27'96 11:08 No.003 P.03 Memo 2 March 27, 1996 3. The document states that the project will benofit the economy by increasing property values and development potential. However, this is not contrasted with the additional environmental impacts that the development will likely bring. A discussion of secondary impacts should be included in the EA. 4. '17ie document states that the benefits of the project out-weigh the "minor" wetland impacts. NCDOT is reminded that 3.03 acres of impact to jurisdictional wetlands on a project of this length and scope is not a minor Impact. The wetlands that will be impacted by the project arc providing water quality benefits to Northeast Crcck and in doing so to Jordan Lake down-stream. We feel that NCDOT should apply for permits for all wetland impacts associated with this project. Any permits that have been previously granted should no longer be applicable. This should be as an individual '404' permit or a nationwide 26 permit with compensatory mitigation. Although most impact sites are small the cumulative impact is significant in a rapidly doveloping watershed. We can not concur with the EA/FONSI for this project as written. However, if additional information can be provided we may change this position. Thank you for the opportunity to comment on this Draft EA/FONST. If we can be of any further assistance please contact David Cox, Highway Project Coordinator, at (919) 528-9886. ,,. SfAI[ o JAMES B. HUNT, JR GOVERNOR STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS P.O. BOX 25201. RALEIGH, N.C. 27611-5201 R. SAMUEL HUNT I I I SECRETARY April 7, 1995 MEMORANDUM TO: FROM: Mr. Eric Galamb ' DEM - DEHNR, 6th Floor H. Franklin Vick, P. E., Manager ' Planning and Environmental Branch SUBJECT: State Environmental Assessment/Finding of No Significant Impact for Northeast Creek Parkway from Cornwallis Road to Ellis Road in Durham, North Carolina, TIP No. U-2831A The firm of Little & Little Landscape Architecture and Land Planning, Raleigh, North Carolina, has been retained to prepare a State Environmental Assessment/Finding of No Significant Impact (SEA/FONSI) for the construction of Northeast Creek Parkway from Cornwallis Road to Ellis Road. The length of the project is approximately 1.8 miles. The purpose of this letter is to solicit input from agencies and individuals concerning the potential impact of the proposed project upon any structure or feature in proximity to the project and the impact of this project upon social, economic, demographic, land use, or environmental conditions. It is anticipated that additional right-of-way will be required for the project. No control of access is expected for the proposed project. The proposed improvements are included in the 1995-2001 Transportation Improvement Program (TIP). Right-of-way is scheduled to begin in September 1995 with construction scheduled to begin in March 1996. The proposed improvements are as follows: Section One consists of a new 90-foot right-of-way running approximately 1,300 ft. north from Cornwallis Road to the existing section of Northeast Creek Parkway. Grading will incorporate a width for the future five-lane section. Two lanes are proposed for construction at this time. Section Two consists of an existing portion of Northeast Creek Parkway, continuing north for approximately 1,600 ft. The 90-foot right-of-way is graded for the ultimate five-lane section, two lanes of which are existing. No improvements are planned for this section at this time. ,4... April 7, 1995 Page 2 Section Three transitions to 120 feet of right-of-way to contain a proposed four-lane section with a 25-foot median. Section Three bears northeast to meet and follow the existing So-Hi Drive. Grading will incorporate a width which allows for the ultimate four-lane, divided section. Two lanes of the four-lane section are proposed for construction at this time. Section Four continues approximately 800 feet along the existing So-Hi Drive. Planned as a future four-lane, divided section on 120 feet of right-of-way, no improvements are proposed for this existing portion of So-Hi Drive at this time. Section Five continues approximately 2,600 feet as a proposed four-lane, divided section on 120 feet of right-of-way along the existing So-Hi Drive, then realigning to intersect Ellis Road in the vicinity of Southern High School. Grading will incorporate a width which allows for the ultimate four-lane section. Two lanes of the four-lane section are proposed for construction at this time. The EA will evaluate the social, economic, and environmental impacts of the proposed project. Specific issues to be addressed include natural resources, archeology, historic structures, wetlands, air and noise impacts, water quality, floodplains, hazardous materials, and other relevant impacts. Please note that there will be no formal interagency scoping meeting for this project. This letter, therefore, constitutes solicitation for scoping comments related to this project. In order that we may fully evaluate the impacts of the proposed project, it is requested that you respond in writing concerning any beneficial or adverse impacts of the proposed project relating to the interest of your agency. For our consultants to stay on schedule and for your input to be included in the planning and environmental report, please respond within 30 days. Attached is a location map for your review. If you have any questions concerning this project, please contact Mr. Tom Kendig at (919) 733-3141, ext. 263. TK/wp Attachments CORNWALLIS ROAD D rt7 Z Z m. 0 p xx p ' .. CDD, O II+ IV' .7 ,-n P. 0 O , ?p °o?N(D CO PC > ?,? ? •1 CD X a O. ? 0 a a `° o I C/) m , 0 7 W N 7 1 {{ n ca O c ? a c D ro a c ro o o 0 N / r r O O to a E '° I( a? M z, ?`• N O Cl) '• fD ti iv a O O K m O ro . State of North Carolina ,\ ; Department of Environment, /F o Health and Natural Resources 1.. v f Division of Environmental Management wi Y` James B. Hunt, Jr., Governor f? Jonathan B. Howes, Secretary J ® ?? t! A. Preston Howard, Jr., P.E., Director May 5, 1995 TO: Melba McGee, Legislative & Intergovernmental Affairs FROM: Monica Swihart, Water Quality Planning SUBJECT: Project Review #95-0731; Scoping Comments - NC DOT Proposed Construction*of Northeast Creek Parkway from Cornwallis Road to Ellis Road in Durham, TIP #U-2831A The Water Quality Section of the Division of Environmental Management requests that the following topics be discussed in the environmental documents prepared on the subject project: A. Identify the streams potentially impacted by the project. The stream classifications should be current. B. Identify the linear feet of stream channelizations/ relocations. If the original stream banks were vegetated, it is requested that the channelized/relocated stream banks be revegetated. C. Number of stream crossings. D. Will permanent spill catch basins be utilized? DEM requests that these catch basins be placed at all water supply stream crossings. Identify the responsible party for maintenance. E. Identify the stormwater controls (permanent and temporary) to be employed. F. Please ensure that sediment and erosion and control measures are not placed in wetlands. G. Wetland Impacts 1) Identify the federal manual used for identifying and delineating jurisdictional wetlands. 2) Have wetlands been avoided as much as possible? 3) Have wetland impacts been minimized? 4) Discuss wetland impacts by plant communities affected. 5) Discuss the quality of wetlands impacted. 6) Summarize the total wetland impacts. 7) List the 401 General Certification numbers requested from DEM. P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone 919-733-7015 FAX 919-733-2496 An Equal opportunity Affirmative Action Employer 50% recycled/ 10% post-consumer paper - A aJ ag H, bo --_7M A ? Cc DZ a -tor o - e Q 4 0.17,3 an b ?r. TpOSSZb1 Op T ?t shaZQ °b at o t ? ?'e o he 1 a Y Z Ff• d,7 lvhat Why n e t 1n a 4°rr kZ as? 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