Loading...
HomeMy WebLinkAbout20031147 Ver 1_Complete File_20030926Michael F. Easley, Governor William G. Ross Jr., Secretary North Carolina Department of Environment and Natural Resources Alan W. Klimek, P.E. Director Division of Water Quality September 28, 2004 (Replaces approval issued on November 24, 2003) DWQ Project # 03-1147 Wake County Page 1 of 3 City of Raleigh Attn: Mr. Carl Dawson, Jr. PO Box 590 Raleigh, NC 27602 Subject Property: Newton Road Widening Project, Raleigh, NC East Fork Lead Mine Creek [03-04-02, 27-33-4, C NSW] Approval of Authorization Certificate per the Neuse River Buffer Protection Rules (15A NCAC 2B .0233) with Additional Conditions Dear Mr. Dawson: \ You have our approval, in accordance with the conditions listed below, to place fill within or otherwise impact approximately 6,462 square feet (ft2) of protected riparian buffers for the purpose of widening the existing Newton Road, as described within your application dated September 16, 2003 and including modifications received by the N.C. Division of Water Quality (DWQ) on July 22, 2004. This letter shall act as your approved Authorization Certificate for impacts to the protected riparian buffers per 15A NCAC 2B .0233. In addition, you should obtain or otherwise comply with any other required federal, state or local permits before you go ahead with your project including (but not limited to) Erosion and Sediment Control, and Non- discharge regulations. This authorization certificate shall expire five years from the date of this letter. This approval shall replace the approval issued on November 24, 2003. This approval is for the purpose and design that you described in your application. If you change your project, you must notify us and you may be required to send us a new application. If the property is sold, the new owner must be given a copy of this approval letter and is thereby responsible for complying with,all conditions. This approval requires you to follow the conditions listed below. The Additional Conditions of the Approval are: 1. Impacts Approved The following impacts are hereby approved as long as all of the other conditions of this authorization are met. No other impacts are approved including incidental impacts: 401 Wetlands Certification Unit 1650 Mail Service Center, Raleigh, North Carolina 27699-1650 2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604 Phone: 919-733-17861 FAX 919-733-6893/ Internet: httr):Hh2o.enr.state.nc.us/ncwetlands Not thCarolina Naturaliff An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper City of Raleigh Page 2 of 3 September 28, 2004 Amount Approved Plan Location or Reference (Units) Buffers 1,323.7 (square ft.) Site No. 1 5,138.1 (square ft.) Site No. 3 2. All constructed stormwater conveyance outlets shall be directed and maintained as diffuse flow at non-erosive velocities through the protected stream buffers such that it will not re- concentrate before discharging into a stream as identified within 15A NCAC 2B .0233 (5). If this is not possible, it may be necessary to provide stormwater facilities that are considered to remove nitrogen. This may require additional approval from this Office. 3. Heavy equipment shall be operated from the bank rather than in the stream channel in order to minimize sedimentation and reduce the likelihood of introducing other pollutants into the stream. 4. Erosion & Sediment Control Practices - Erosion and sediment control practices must be in full compliance with all specifications governing the proper design, installation and operation and maintenance of such Best Management Practices in order to protect surface waters standards: a. The erosion and sediment control measures for the project must be designed, installed, operated, and maintained in accordance with the most recent version of the North Carolina Sediment and Erosion Control Planning and Design Manual. b. The design, installation, operation, and maintenance of the sediment and erosion control measures must be such that they equal, or exceed, the requirements specified in the most recent version of the North Carolina Sediment and Erosion Control Manual. The devices shall be maintained on all construction sites, borrow sites, and waste pile (spoil) projects, including contractor-owned or leased borrow pits associated with the project. 5. No Waste, Spoil, Solids, or Fill of Any Kind - No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond the footprint of the impacts depicted in the Pre-Construction Notification. All construction activities, including the design, installation, operation, and maintenance of sediment and erosion control Best Management Practices, shall be performed so that no violations of state water quality standards, statutes, or rules occur. 6. No Sediment & Erosion Control Measures w/n Wetlands or Waters - Sediment and erosion control measures shall not be placed in wetlands or waters to the maximum extent practicable. If placement of sediment and erosion control devices in wetlands and waters is unavoidable, they shall be removed and the natural grade restored within six months of the date that the Division of Land Resources has released the project. 7. Certificate of Completion - Upon completion of all work approved within the 401 Water Quality Certification or applicable Buffer Rules, and any subsequent modifications, the applicant is required to return the attached certificate of completion to the 401/ Wetlands oil City of Raleigh Page 3 of 3 September 28, 2004 Unit, North Carolina Division of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650. Violations of any condition herein set forth may result in revocation of this Authorization and may result in criminal and/or civil penalties. The authorization to proceed with your proposed impacts or to conduct impacts to waters as depicted in your application and as authorized by this Authorization shall expire five years from the date of this approval. Any disputes over determinations regarding this Authorization Certificate (associated with the approved buffer impacts) shall be referred in writing to the Director for a decision. The Director's decision is subject to review as provided in Articles 3 and 4 of G.S. 150B. This letter completes the review of the Division of Water Quality under the Neuse riparian buffer protection rule as described within 15A NCAC 2B .0233. If you have any questions, please telephone John Dorney at 919-733-9646 or Bob Zarzecki at 919-733-9726. AW KI CBK/bz Enclosures: GC 3404 Certificate of Completion cc: James Byrd, Transite Consulting, Inc., 1300 Paddock Dr., Suite G-10, Raleigh, NC 27609 USACE Raleigh Regulatory Field Office DWQ Raleigh Regional Office File Copy Central Files Filename: 031147 Sincerely, T 'd SdNb113M-OM0:3WdN I I TRANSITE Consulting Engineers, Incorporated FNGINEER8• LANNERS•GEI To: NCIDENR - Water Quality Attn: Bob Zarzecki I Fax #: 1919) 7336893 Re: Newton Load Widening Page 1 of 2 26e9Z2L6T6:131 8S:60 3ni b002-2-9nH Fax tai From: James A. Byrd, P.E. Date: December 5, 2003 TCE, Inc. Quail Corners Commons 1300 Paddock Drive Suite 010 Raleigh, NC 27609 Phone: (919) 873-2401 Fax. (919) $73-2404 Bob, Per ou? telephone conversation and your request, the following revised Buffer Im Summery Sheet is provided for your use. If you have any questions or require additi information, please call. Thank Y You, JamesIA. Byrd, P.E. cc: RL, DBS, CJM, file Z00!T00'a 066# sxssNl?NS `JNIZ'If18N0? 3ZIShI'd2iZ bObZ£LHT6 LT°TT fi00Z,Z0=V Z 'd SONH113M-0MO:3WHN 268922Z616:131 85 60 3ni b008-2-gnu N r z ` cc w N Z E ON Z 'g NO ? r wr ? g in N O {/a LL z0 N W ?- J? U. U. D W . a. m F- d V) CO O x x x ?ct U 0 r •- u1 cc a. I ( L ? Q r cv j C9 .. J - - F IM w W a 0 LU a: U ? w ra O LL 0 W 2 M/Z00',a 06bC# SHasNIeNs 9NIlgnSN02 HIISNKI3Z 606ZELMT6 81:TT b00Z,E0'0fIV CTI t TRAN?ITE CONSULTING ENGINEERS, INCORPORATED ENGINEERS -PLAN NERS•CEI July 21, 2004 Mr. John Dorney WETLANDS/ 401 GROUP NC DENR . Division of Water Quality 1650 Mail Service Center FILE ' JUL 2 2 1004 Raleigh, NC 27699-1650 WATER QUALITY SECT ION Re: DWQ #03-1147 Newton Road Widening Project - City of Raleigh Project Revision Dear Mr. Dorney, Per a July 19, 2004 request from the City of Raleigh, construction of the proposed Greenway left of -L- Sta. 14+00 to. 15+00 shown on the approved plans has been removed from the project. At this time, only a turnout for a "Future" Greenway will be constructed. Therefore, Site #2 will have no Stream or Buffer Impacts to East Fork Lead Mine Creek or UT to East Fork Lead Mine Creek. Please find enclosed for your review and notification one (1) half size set of the revised plan sheets for the Newton Road Widening Project. In addition to this notification, we will are also notifying the US Army Corps of Engineers and NC Division of Land Quality of these project revisions. We understand that the regulations define and provide a certain amount of time to review the submittal and return comments, but your earliest attention to this application revision would be greatly appreciated. Should you require any additional data or have any questions concerning this submittal, please call. Sincerely, TranSite Consulting Engineers, Inc. 3amm.4. Vl.. James A. Byrd, PE Associate / Hydraulics manager ?b enclosures cc: Sylvester Percival, City of Raleigh w/ enclosures Douglas B. Saunders, PE Clinton J. Morgan, PE file 102.010.001 Quail Corners Commons 1300 Paddock Drive, Suite G-10 Raleigh N.C. 27609 • Phone (919) 873-2401 • Fax(919)873-2404 D o v c < ( A n -< y cD Q 1 f rri C1 D `r / "0 .A "d O p 0 - CREEOMOOR ROAD f m cD n ---? 15 14 y1? v o ora deb y Q Z? = 1'17 ,y., ?„ G7 Z p ?7 O 'b O ,? ...I to W ~ C' o =F Z; z a C 0 3' c o Z rn 0 z r ?p - a m .?y 7? a co a C1 r 1a Ia CTt _, .? b Z z 17'1 N o o a cn 0 0 ?O O m s z M :3 0 11 Z co D Z Z W 3 0 0 o p ,?? x FoR Ro < 0 Ap cQ ° z ? r "i -a 3 0 = 0 m 3 0 a" m O n 0 IOD ter" vo vo T D H o m N O °o N F a 1 ?' omOC s?" Q ? Y ? ? 35?gN ?0 , 3 rtf Z as n1 cn i o ? (D l ) ? Yy O O Oa 3 .y1 N ? C Q r W -« m cu C/) fOf Dz 0 • -O0 bb? ?o Z mmi C CO C) ? < N or b ooy 0 CA m Z 4, C) cz ? avow sNaoa xis ? o N,eo es f ? b N O ? (/) O 0C?NA O ?y f Nil t!tl 7 w ? b o 0 y O ?M C 0 ¦° II ? rw tt ?p k m C/) v bC o0 ? . c >> > b m m 0) m 0 111 ?° C N= y y N OD -O-I 00 T.4 O rn en ? Z O Z 431 - 4 e_ r ?' 0 S11 fJ 1C- Z /? Zp ?Sngc1 cn O x CD n ?d V r L!7 x D O ?- ® ' cZn rot N _o ,4 m N C -C-)-1 -A O 0 P N O O O Z s$ ?y ?r wc.vw.vvli Syr v, rc w r yr r r.}?Jr r c` ?i i y oxS $G p -5AV'o ll'-4 cn??I?op? II II II II II v) p Z''? b o I?j cAi c,a O Z. O \^ PIT ??J a Ro?T O aNdo C'jtA l l?.3 U Tin Y k Z rr' \\ a 397A2' BZI uaa? B2 IA, mil:x 0514 Frw S ° x _ 511 z i ?r zz CA m 'n m? xr m' y ? -00 ? O O 'm 10 / v il ) ?t ?? N o g r: W N :v V ir OV?I?, ^ ^ .: . ? V ?O p ? N+1 .-- nS C1? ----E N?nj/E ::, ?s• ,pa -, rp0h- I•I_ g_?E N109'IB'E 306.07' ? }?? 105.06' ?' \ ? N I fi N ? N N J•V FORK MINE Cf2O ' 15 , MATCHLINE STA /5+00 SEE DRAWING P2 _ ! > DESERI^lA7fb PREPARED BY ROA011•Ar DESIGN A PREPARED FO% --- N Q 2S ?, NPOMUCS ENWER m PW2003- 14 y A v m w oa N w7 o CITY OF RALEIGH TMNJITE CONSULTING CITY OF RALEIGH v o y g ^ Z ?' NEWTON ROAD WIDENING [ENGINEERS, INCORPORATED zoi c C) (A W ENGINEERS • PLANNERS • CEI H "p CENTRAL ENGINEERING a a FROM SIX FORKS ROAD TO FALLS OF THE NEUSE ROAD ?e2? 92i? MA -Cly \ NE cn:Fo -ir- u u " u lI II L'N'vo $ ?NwAI Lc, P? krv $* o cn???op_? ? M N p M ? N ? ?oornyN? 4z) ul U` z??Lri r ro zr s? 1y z -c ro r zZ Tn rrj N C HLINE o_r MAT ?I o Nm sl \\ BESCRIPTC& PREPARED BY, RDADRAY DESIGN A PREPARED FO% RYDRAII.KS EAWER PW2003- 14 a W o N N 7- TtAN-JITE CONSULTING CITY OF RALEIGH v i ? CITY OF RALEIGH ?I r- o R Z n ° ENGINEERS, INCORPORATED ; NEWTON ROAD WIDENING o r ENGINEERS • PLANNERS • CEI H o o ?+ ° a ° w FALLS OF THE NEUSE ROAD CENTRAL ENGINEERING e r eo.oo• PS/ $ PIE yN ?Qw I? cl) oll i? k? ~ SD 1A :0- ........... .................. Ilk L.on Tr of \n6WTon_ oooo..? _?`? '\ t 1•..'.\, fi< Nan n y?y'+t ?,?,,,,•w ^.--"'-"'...' / '. i' m +70y? .,g,r ?ti c 506.0 ?' 1 •, f T ii .. z-_ ~ ,`A , 1•l `,1 I1 ` 1gR YM lX ? ,1 •i ??..1 t1 ..li (•1 (?l ;6 •?. +3.+ ` l.. ,? i `lit t i • .. ? 1 ???il - rilt t g a_ . tt ? L BZ2- \ / R c ?'w E \1.. m r' / NS`s,.. .?• I •-, r - tl W-yr?r?? sit S 1?1„ ? --"'=".'r" ?/ c+ • ? D NIiN, v.>, t I ? .. ? v -1@ ?` zt mf?i `tom. /i + c ?0j. 15 Nv7,? k r la? A -BZI? I II. r,?' I MINE C z MATCHLINE STA 15+00 SEE DRAWING EC-2 y m "' oz = I m ? n, ?z 'm 15 OESCWTO* PAEPAREO BY. Ar OE?iM -- PREPARED ran ? e6Qn mrom"rs PW2003- 14 0 A o o_ '^ n w o < m o ?- TRAN,$ITE CONSULTING CITY OF RALEIGH CITY OF RALEIGH _ ENGINEERS, INCORPORATED _ ., ° ^ u g ?+ < cb NEWTON ROAD WIDENING 2 0 ~ a E^ p N w ENGINEERS • PLANNERS • CEI 9 A CENTRAL ENGINEERI oa m FROM SIX FORKS ROAD TO , FALLS OF THE NEUSE ROAD all/ 41gTCh,L/NE STq '-BZ2- /5fpO S _. OR 1 41 C r qW sw ],? l: l,f d rA l ?T 1 'en `1\1 1 44. I to ?7y+ rv Y • i/ ;Wl vfYY2 f'? '^I i 1 r f x i= ii J; `'. -i % eel \ r #?• ' ?. i ' ,tI f\f. !if if , ?` T• of \ 10 p S ;z A z rn 'n rrl Cni aN v ,? C) n z I -D 0 IL 4 o? m 'zjl t' I W k 7 W?T •ar v V K'' l r .. ? ! E I4?fi`.?4 c? a? ,el \\ 20 ITT' ? gilt m w T_m> j? :2M,z (?J ?Inn?1 v styo VV %> ?dUT C w?{ :r ............__... :: ^? ., yµ NO:AFI3N 2 Y ..... 5 `'... . S;EE DRAW 5T A 25+00 MAT?HLINE Itn zz O ,'?'y >: BESCWTOk PREPARED BY, ROWWAY BEM A NYORAtAXS ENGIEER PREPARED iOfi N o N o m n ., W R m o PW2003- 14 CITY OF RALEIGH TRAN-JITE CONSULTING CITY OF RALEIGH '? .CIS c+ _? N °+ m Z s o c NEWTON ROAD WIDENING ENGINEERS, INCORPORATED cl ?, A w ENGINEERS • PLANNERS . CEI e n ° CENTRAL ENGINEERING oa a FROM SIX FORKS ROAD TO FALLS OF THE NEUSE ROAD ?uL.uiu.u UI\L)bN\l-rOSlnfl L:nr)Trnl\r.&n_n.C ll MATCHLINE STA.30+00 f ' -------------- - V, M ?, w^ f Y x )I . 'Al * 35 l / 1{ 1 ri/ d R N 40 Ao'lvlf ta x -A v I„ Val ?\\ ? \ n 45 r 11 2S _.._....... .._. JJ 1 ? ILI '^ t ~ ?! i"I r s m? ? ? U`jU /' r ? 1 .: MAT CHLI NE STA. 30 +00 e ? '6 s EET zz P DESCRPigAk PREPARED BYe ROADWAY DESCR ENDIM PREPARED it +F o ?? '' On ~ _ N A? a m m O V W + o m C' k p t? s O m PW2003- 14 OF RALEIGH NEWTON ROAD WIDENING TRAN4ITE' CONSULTING ?• ENGINEERS, INCORPORATED L. ., ENGINEERS • PLANNERS • CEI A CITY OF RALEIGH s 2 9 A CENTRAL ENGINEE O a /t m w FROM SIX FORKS ROAD TO FALLS OF THE NEUSE ROAD RING 0,1 pG 7 Michael F. Easley, Governor William G. Ross Jr., Secretary North Carolina Department of Environment and Natural Resources Alan W. Klimek, P.E., Director Division of Water Quality Coleen H. Sullins, Deputy Director Division of Water Quality November 24, 2003 DWQ# 03-1147 Wake County Mr. Carl Dawson, Jr. City of Raleigh P.O. Box 590 Raleigh, NC, 27602 APPROVAL of 401 Water Quality Certification and Neuse River Buffer Rules with Additional Conditions Dear Mr. Dawson: You have our approval, in accordance with the attached conditions, to place fill in 60 linear feet of perennial streams, and to impact 13,075.3 square feet of protected Neuse Buffers in order to construct the Newton Road Widening Project in Wake County, as described in your application received by the Division of Water Quality on September 26, 2003. After reviewing your application, we have determined that this fill is covered by General Water Quality Certification Number 3404, which can be downloaded from our web site at http://h2o.enr.state.nc.us/ncwetlands . This Certification allows you to use Nationwide Permit Number 14 when issued by the U.S. Army Corps of Engineers. This approval is also valid for the Neuse River Buffer Rules (15A NCAC 2B .0233). In addition, you should get any other federal, state or local permits before you go ahead with your project including (but not limited to) Sediment and Erosion Control, Non-Discharge and Water Supply Watershed regulations. Also this approval will expire when the accompanying 404 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. If you change your project, you must notify us in writing and you may be required to send us a new application for a new certification. If the property is sold, the new owner must be given a copy of the Certification and approval letter and is thereby responsible for complying with all conditions. If total wetland fills for this project (now or in the future) exceed one acre, compensatory mitigation may be required as described in 15A NCAC 2H .0506 (h). For this approval to be valid, you must follow the conditions listed in the attached certification as well as the additional conditions listed below: 1. An additional condition is that stormwater shall be directed to diffuse flow at non-erosive velocities through the protected stream buffers; 2. Heavy equipment shall be operated from the bank rather than in the stream channel in order to minimize sedimentation and reduce the likelihood of introducing other pollutants into the stream; 3. Erosion and sediment control practices must be in full compliance with all specifications governing the proper design, installation and operation and maintenance of such Best Management Practices in order to protect surface waters standards: a. The erosion and sediment control measures for the project must be designed, installed, operated, and maintained in accordance with the most recent version of the North Carolina Sediment and Erosion Control Planning and Design Manual. b. The design, installation, operation, and maintenance of the sediment and erosion control measures must be such that they equal, or exceed, the requirements specified in the most recent version of the North Carolina Sediment and Erosion Control Manual. The devices shall be maintained on all construction sites, borrow sites, and waste pile (spoil) projects, including contractor-owned or leased borrow pits associated with the project. c. For borrow pit sites, the erosion and sediment control measures must be designed, installed, operated, and maintained in accordance with the most recent version of the North Carolina Surface Mining Manual. d. The reclamation measures and implementation must comply with the reclamation in accordance with the requirements of the Sedimentation Pollution Control Act. N. C. Division of Water Quality, 401 Wetlands Certification Unit, 1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address) 2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location) (919) 733-1786 (phone), 919-733-6893 (fax), (http://h2o.enr.state.nc.us/ncwetlands) Customer Service #: 1-877-623-6748 Mr. Carl Dawson, Jr. Page 2 of 2 4. No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond the footprint of the impacts depicted in the Pre-construction Notice Application. All construction activities, including the design, installation, operation, and maintenance of sediment and erosion control Best Management Practices, shall be performed so that no violations of state water quality standards, statutes, or rules occur; 5. Sediment and erosion control measures shall not be placed in wetlands or waters to the maximum extent practicable. If placement of sediment and erosion control devices in wetlands and waters is unavoidable, they shall be removed and the natural grade restored within six months of the date that the Division of Land Resources has released the project; 6. You are required to return the attached Certification of Completion form to notify DWQ when all work included in the 401 Certification has been completed. If you do not accept any of the conditions of this revised 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 6714, Raleigh, N.C. 27699-6714. 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 call Steve Mitchell or Debbie Edwards in our Raleigh Regional Office at 919-571-4700 or Cyndi Karoly in the Central Office at 919-733-9721. Sincerely, G?- Alan W. Klimek, P.E. AW K/cbk Attachments cc: Corps of Engineers Raleigh Regulatory Field Office Raleigh DWQ Regional Office Central Files File Copy James Byrd, 1300 Paddock Drive, Suite G-10, Raleigh, NC, 27609 031147 What Else Subject: What Else Date: Fri, 21 Nov 2003 14:55:59 -0500 From: Steve Mitchell <steve.mitchell@ncmail.net> To: Cyndi Karoly <cyndi.karoly@ncmail.net> 03-1147 Newton Road should be OK to issue. Yes there is some parallel impact that we may want to get mitigation for but there is a lot offered in the stormwater treatment side. Ask Todd. The crossing at the western edge is problematic because of the closeness of a tennis court. 1 of 1 11/24/03 10:33 AM Gx, 4 6,< C O n <D m m m C N co R Z O 3 <D o O CD r* W W v ? V N A OD o n O O * m. Q Q (D = 2 CD < m m (a . O O <D C7 ? N O w U) N o 0 n O M 0 o (D v (D cD a v ? J N N O d O O .-r CD <D W W w C. l< T CD? 0 r-+ (n w Cn O h z O CD 3 cr CD% O W Triage Check List -Lad Date: Project Name. DwQ#: 1- 3/ 6? County: ??'f6?1 To: ? ARO Mike Parker ? WaRO Tom Steffens ? FRO Ken Averitte ? WiRO Noelle Lutheran MRO Alan Johnson ? WSRO Daryl Lamb RRO Steve Mitchell From: Telephone : (919) The file attached is being forwarded to your for your evaluation. Please call if you need assistance. ? Stream length impacted ? Stream determination ? Wetland determination and distance to blue-line surface waters on USFW topo maps ? Minimization/avoidance issues ? Buffer Rules (Neuse, Tar-Pamlico, Catawba, Randleman) ? Pond fill ? Mitigation Ratios ? Ditching ? Are the stream and or wetland mitigation sites available and viable? ? Check drawings for accuracy ? Is the application consistent with pre-application meetings? ? Cumulative impact concern Comments: 1i?iGl L? 'o 6.0 LETTER OF TRANSMITTAL FROM: TranSite Consulting Engineers, Inc. Sheet 1 of 1 TO: Mr. John Dorney NC Division of Water Quality DWQ Wetlands/401 Unit '1650 Mail Service Center Drive Raleigh, N.C. 27699-1650 ATTN: WE ARE SENDING YOU: ? Originals ? Mark-Ups 0 Prints ? Diskettes ? Specifications ? Shop Drawings ? Samples ? Survey Data DATE: 5eptember 24, 2003 TICE JOB NO.: 102.010.001 PROJECT: City of Raleigh - Newton Road (NBR 03-095) FHWA PROJECT : METHOD OF TRANSMITTAL: ? US MAIL 0 Messenger ? Overnight: QUANTITY IDENTIFICATION NO. DESCRIPTION 1 f CN Application - Page 11 of 12 (510ned) SEP 2 g lIVAItHWALMSECTION THESE ARE TRANSMITTED as checked below: ? For approval ? Approved ? Please acknowledge receipt of this material ? For your use ? Approved as noted FX-1 Acknowledgment of receipt not required 0 John, please find attached a copy of PCN Application - f aee 11 of 12 that has been executed by the City and should be included with our previous submittal. If you have any questions or require additional information on any phase of this project, please call. Very truly yours, TranSite Consulting Engineers, Inc. by: ?6AAAAA . James A. Byrd, P.E. cc: Quail Corners Commons 1300 Paddock Drive, Suite G-10 Raleigh N.C. 27609 Phone (919) 873-2401 Fax (919) 873-2404 XIV. Other Circumstances (Optional): It is the applicant's responsibility to submit the application sufficiently in advance of desired construction dates to allow processing time for these permits. However, an applicant may choose to list constraints associated with construction or sequencing that may impose limits on work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and Threatened Species, accessibility problems, or other issues outside of the applicant's control). N/A o_ Applicant/Agent's Signature U 0 Date (Agent's signature is valid only if an authorization letter from the applicant is provided.) US Army'Corps Of Engineers Field Offices and County Coverage Asheville Regulatory Field Office Alexander Cherokee Iredell Mitchell US Army Corps of Engineers Avery Clay Jackson Polk 151 Patton Avenue Buncombe Cleveland Lincoln Rowan Room 208 Burke Gaston Macon Rutherford Asheville, NC 28801-5006 Cabarrus Graham Madison Stanley Telephone: (828) 271-4854 Caldwell Haywood McDowell Swain Fax: (828) 271-4858 Catawba Henderson Mecklenburg Transylvania Raleigh Regulatory Field Office Alamance Durham Johnston Rockingham US Army Corps Of Engineers Alleghany Edgecombe Lee Stokes 6508 Falls of the Neuse Road Ashe _ Franklin Nash Surry Suite 120 Caswell Forsyth Northampton Vance Raleigh, NC 27615 Chatham Granville Orange Wake Telephone: (919) 876-8441 Davidson Guilford Person Warren Fax: (919) 876-5283 Davie Halifax Randolph Wilkes Washington Regulatory Field Office Beaufort Currituck Jones US Army Corps Of Engineers Bertie Dare Lenoir Post Office Box 1000 Camden Gates Martin Washington, NC 27889-1000 Carteret* Green Pamlico Telephone: (252) 975-1616 Chowan Hertford Pasquotank Fax: (252) 975-1399 Craven Hyde Perquimans Wilmington Regulatory Field Office Anson Duplin Onslow US Army Corps Of Engineers Bladen Harnett Pender Post Office Box 1890 Brunswick Hoke Richmond Wilmington, NC 28402-1890 Carteret Montgomery Robeson Telephone: (910) 251-4511 Columbus Moore Sampson Fax: (910) 251-4025 Cumberland New Hanover Scotland Pitt Tyrrell Washington Wayne Union Watauga Yancey Wilson Yadkin *Croatan National Forest Only Page 11 of 12 031147 i 04 Pre-Construction Notification (P For Section 404 and/or Section 10 Nationwide, Regiona General Water Quality Certifications, and Riparian But. This form is to be used for projects qualifying for any of the U.S. A. wSACE) Nationwide, Regional or General Permits as required by Section 40-per Act and/or Section 10 of the Rivers and Harbors Act, and for the North Caroli, of Water Quality's 11 (DWQ) associated General 401 Water Quality Certifications. This foz 1 also to be used for any project requiring approval under any Riparian Buffer Rules implemented by the N.C. Division of Water Quality. This form should not be used if you are requesting an Individual 404 Permit or Individual 401 Water Quality Certification. The USACE Individual Permit application form is available online at http://www.saw.usace.army.mil/wetlands/Perm app.htm. The USACE is the lead regulatory agency. To review the requirements for the use of Nationwide, Regional or General permits, and to determine which permit applies to your project, please go to the USACE website at http://www.saw.usace.army.mi.1/wetlands/regtour.htm, or contact one of the field offices listed at the end of this application. The website also lists the responsible project manager for each county in North Carolina and provides additional information regarding the identification and regulation of wetlands and waters of the U.S. The DWQ issues a corresponding Certification (General or Individual), and cannot tell the applicant which 401 Certification will apply until the 404 Permit type has been determined by the USACE. Applicants are encouraged to visit DWQ's 401/Wetlands Unit website at http://h2o.enr.state.nc.us/ncwetlands to read about current requirements for the 401 Water Quality Certification Program and to determine whether or not Riparian Buffer Rules are applicable. The applicant is also advised to read the full text of the General Certification (GC) matching the specific 404 Permit requested. In some cases, written approval for some General Certifications is not required, provided that the applicant adheres to all conditions of the GC. Applicants lacking access to the internet should contact DWQ's Central Office in Raleigh at (919) 733-1786. Trout Waters Coordination - Special coordination with the North Carolina Wildlife Resources Commission (NCWRC) is also required for projects occurring in any of North Carolina's twenty-five counties that contain trout waters. In such cases, the applicant should contact the appropriate NCWRC regional coordinator (listed by county on the last page of this application). CAMA Coordination - If the project occurs in any of North Carolina's twenty coastal counties (listed on the last page of this application) the applicant should also contact the North Carolina Division of Coastal MODS1401 GROVp 'V#TERQUAZITYspe- Page 1 of 12 Management (DCM) at (919) 733-2293. DCM will determine whether or not the project involves a designated Area of Environmental Concern, in which case DCM will act as the lead permitting agency. In such cases, DCM will require a Coastal Area Management Act (LAMA) Permit and will coordinate the 404/401 Permits. USACE Permits - Submit one copy of this form, along with supporting narratives, maps, data forms, photos, etc. to the applicable USACE Regulatory Field Office (addresses are listed at the end of this application). Upon receipt of an application, the USACE will determine if the application is complete as soon as possible, not to exceed 30 days. This PCN form is designed for the convenience of the applicant to address information needs for all USACE Nationwide, Regional or General permits, as well as information required for State authorizations, certifications, and coordination. Fully providing the information requested on this form will result in a complete application for any of the USACE Nationwide, Regional or General permits. To review the minimum amount of information that must be provided for a complete PCN for each USACE Nationwide permit, see Condition 13, 65 Fed.Reg. 12893 (March 9, 2000), available at http://www.saw.usace.army.rnil/wetlands/nwpfinalFedReg_pdf. Processing times vary by permit and begin once the application has been determined to be complete. Please contact the appropriate regulatory field office for specific answers to permit processing periods. 401 Water Quality Certification or Buffer Rules - All information is required unless otherwise stated as optional. Incomplete applications will be returned. Submit seven collated copies of all USACE Permit materials to the Division of Water Quality, 401/Wetlands Unit, 1650 Mail Service Center, Raleigh, NC, 27699-1650. . If written approval is required or specifically requested for a 401 Certification, then a non-refundable application fee is required. In brief, if project impacts include less than one acre of cumulative wetland/water impacts and less than 150 feet cumulative impacts to streams, then a fee of $200 is required. If either of these thresholds is exceeded, then a fee of $475 is required. A check made out to the North Carolina Division of Water Quality, with the specific name of the project or applicant identified, should be stapled to the front of the application package. For more information, see the DWQ website at http://h2o.ehnr.state.nc.us/ncwetlands/fees.htm]. The fee must be attached with the application unless the applicant is a federal agency in which case the check may be issued from a separate office. In such cases, the project must be identifiable on the U.S. Treasury check so that it can be credited to the appropriate project. If written approval is sought solely for Buffer Rules, the application fee does not apply, and the applicant should clearly state (in a cover letter) that only Buffer Rule approval is sought in writing. Wetlands or waters of the U.S. may not be impacted prior to issuance or waiver of a Section 401 Water Quality Certification. Upon receipt of a complete application for a 401 Certification, the Division of Water Quality has 60 days to prepare a written response to the applicant. This may include a 401 Certification, an on-hold letter pending receipt of additional requested information, or denial. Page 2 of 12 Office Use Only: Form Version April 2001 USACE Action ID No. DWQ No. If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than leaving the space blank. I. Processing 1. Check all of the approval(s) requested for this project: ? Section 404 Permit ? Section 10 Permit ® 401 Water Quality Certification ® Riparian or Watershed Buffer Rules 2. Nationwide, Regional or General Permit Number(s) Requested: Nationwide 14 3. If this notification is solely a courtesy copy because written approval for the 401 Certification is not required, check here: ? 4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for mitigation of impacts (see section VIII - Mitigation), check here: ? II. Applicant Information Owner/Applicant Information Name: City of Raleigh, NC / Attn: Mr. Carl Dawson, Jr., P.E. Mailing Address: P.O. Box 590 Raleigh, NC 27602 Telephone Number: (919) 890-3030 Fax Number: (919) 890-3832 E-mail Address: 2. Agent Information (A signed and dated copy of the Agent Authorization letter must be attached if the Agent has signatory authority for the owner/applicant.) Name: N/A Company Affiliation: Mailing Address: Telephone Number: E-mail Address: Fax Number: Page 3 of 12 III. Project Information Attach a vicinity map clearly showing the location of the property with respect to local landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property boundaries and development plans in relation to surrounding properties. Both the vicinity map and site plan must include a scale and north arrow. The specific footprints of all buildings, impervious surfaces, or other facilities must be included. If possible, the maps and plans should include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion, so long as the property is clearly defined. For administrative and distribution purposes, the USACE requires information to be submitted on sheets no larger than 11 by 17-inch format; however, DWQ may accept paperwork of any size. DWQ prefers full-size construction drawings rather than a sequential sheet version of the full-size plans. If full-size plans are reduced to a small scale such that the final version is illegible, the applicant will be informed that the project has been placed on hold until decipherable maps are provided. 1. Name of project: Newton Road Widening Project 2. T.I.P. Project Number (NCDOT Only): 3. Property Identification Number (Tax PIN): N/A 4. Location County: Wake Nearest Town: Raleigh Subdivision name (include phase/lot number): Directions to site (include road numbers, landmarks, etc.): Newton Road between Six Forks Road (SR 1005) and Falls of Neuse Road (SR 2000) 5. Site coordinates, if available (UTM or Lat/Long): Sites 1 & 2 - 35°52'43"/ 78°38'40", Site 3 - 35°52'47"/ 78°37'57" (Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the coordinates for each crossing of a distinct waterbody.) 6. Describe the existing land use or condition of the site at the time of this application: Existing two lane roadway with curb & gutter and roadside ditches. 7. Property size (acres): 9.6 acres (Right-of-Way & Easements) 8. Nearest body of water (stream/river/sound/ocean/lake): Site 1 - East Fork Mine Creek Site 2 - UT to East Fork Mine Creek, Site 3 - UT to East Fork Mine Creek Trib 9. River Basin: Neuse (Note - this must be one of North Carolina's seventeen designated major river basins. The River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.) Page 4 of 12 10. Describe the purpose of the proposed work: Widen existing roadway from two lanes with curb & gutter and roadside ditches to a three lane curb and gutter section. 11. List the type of equipment to be used to construct the project: Bulldozer, backhoe, crane, pan and other typical road construction equipment. 12. Describe the land use in the vicinity of this project: Residential and Commercial IV. Prior Project History If jurisdictional determinations and/or permits have been requested and/or obtained for this project (including all prior phases of the same subdivision) in the past, please explain. Include the USACE Action ID Number, DWQ Project Number, application date, and date permits and certifications were issued or withdrawn. Provide photocopies of previously issued permits, certifications or other useful information. Describe previously approved wetland, stream and buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project, list and describe permits issued for prior segments of the same T.I.P. project, along with construction schedules. N/A V. Future Project Plans Are any additional permit requests anticipated for this project in the future? If so, describe the anticipated work, and provide justification for the exclusion of this work from the current application: None VI. Proposed Impacts to Waters of the United States/Waters of the State It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to wetlands, open water, and stream channels associated with the project. The applicant must also provide justification for these impacts in Section VII below. All proposed impacts, permanent and temporary, must be listed herein, and must be clearly identifiable on an accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a delineation map, whether or not impacts are proposed to these systems. Wetland and stream evaluation and delineation forms should be included as appropriate. Photographs may be included at the applicant's discretion. If this proposed impact is strictly for wetland or stream mitigation, list and describe the impact in Section VIII below. If additional space is needed for listing or description, please attach a separate sheet. Page 5 of 12 1. Wetland Impacts - N/A Wetland Impact Site Number (indicate on ma) Type of Impact* Area of Impact (acres) Located within 100-year Floodplain** (yes/no) Distance to Nearest Stream (linear feet) Type of Wetland*** * List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding. ** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps (FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or online at http://www.1ema.5zov. *** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond, Carolina Bay, bog, etc.) List the total acreage (estimated) of existing wetlands on the property: N/A Total area of wetland impact proposed: N/A 2. Stream Impacts, including all intermittent and perennial streams Stream Impact Site Number (indicate on map) Type of Impact* Length of Impact (linear feet) Stream Name** Average Width of Stream Before Impact Perennial or Intermittent? (please specify) Site I Rip Rap 0 East Fork Creek 12' Perennial Site 2 Greenway Path - 1 @ 36" RCP w/ Rip Rap 60 UT to East Fork Mine Creek 4' Perennial Site 3 Roadway Fill on Existing Slope 0 UT to East Fork Mine Creek Trib g' Perennial * List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap, dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain), stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included. (SEE ATTACHED PERMIT DRAWINGS FOR A DETAILED LIST OF IMPACTS AND THEIR ASSOCIATED AREAS) ** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at www.usgs.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com, www.mapquest.com, etc.). Cumulative impacts (linear distance in feet) to all streams on site: 60 LF Page 6 of 12 3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any other Water of the U.S. - N/A Open Water Impact Site Number (indicate on ma) Type of Impact* Area of Impact (acres) Name of Waterbod (if applicable) y Type of Waterbody (lake, pond, estuary, sound, bay, ocean, etc.) * List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging, flooding, drainage, bulkheads, etc. 4. Pond Creation - N/A If construction of a pond is proposed, associated wetland and stream impacts should be included above in the wetland and stream impact sections. Also, the proposed pond should be described here and illustrated on any maps included with this application. Pond to be created in (check all that apply): ? uplands ? stream ? wetlands Describe the method of construction (e.g., dam/embankment, excavation, installation of draw-down valve or spillway, etc.): Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond, local stormwater requirement, etc.): Size of watershed draining to pond: Expected pond surface area: VII. Impact Justification (Avoidance and Minimization) Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide information related to site constraints such as topography, building ordinances, accessibility, and financial viability of the project. The applicant may attach drawings of alternative, lower-impact site layouts, and explain why these design options were not feasible. Also discuss how impacts were minimized once the desired site plan was developed. If applicable, discuss construction techniques to be followed during construction to reduce impacts. The Newton Road corridor between Six Forks Road and Falls of Neuse Road is at or near full development with a mix of commercial and residential development along the entire length. The greatest project impact is the construction of a Greenway Path (Site 2) north of existing Newton Road in the right overbank of the East Fork of Mine Creek. The path also crosses an unnamed tributary of East Fork Mine Creek with significant upstream urban development. The location of this reg enway path is consistent with the City of Raleigh Greenway Master Plan and has been placed in Zone 2 to the maximum extent possible as previously discussed with and recommended by NC DWO. Page 7 of 12 VIII. Mitigation DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC Division of Water Quality for projects involving greater than or equal to one acre of impacts to freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial streams. USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide Permits, published in the Federal Register on March 9, 2000, mitigation will be required when necessary to ensure that adverse effects to the aquatic environment are minimal. Factors including size and type of proposed impact and function and relative value of the impacted aquatic resource will be considered in determining acceptability of appropriate and practicable mitigation as proposed. Examples of mitigation that may be appropriate and practicable include, but are not limited to: reducing the size of the project; establishing and maintaining wetland and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of aquatic resource functions and values by creating, restoring, enhancing, or preserving similar functions and values, preferable in the same watershed. If mitigation is required for this project, a copy of the mitigation plan must be attached in order for USACE or DWQ to consider the application complete for processing. Any application lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as incomplete. An applicant may also choose to review the current guidelines for stream restoration in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at http://h2o.enr.state.nc.us/ncwetlands/strmgide.html. 1. Provide a brief description of the proposed mitigation plan. The description should provide as much information as possible, including, but not limited to: site location (attach directions and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet) of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view, preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a description of the current site conditions and proposed method of construction. Please attach a separate sheet if more space is needed. N/A Page 8 of 12 2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that you would like to pay into the NCWRP. Please note that payment into the NCWRP must be reviewed and approved before it can be used to satisfy mitigation requirements. Applicants will be notified early in the review process by the 401/Wetlands Unit if payment into the NCWRP is available as an option. For additional information regarding the application process for the NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/mn/index.htm. If use of the NCWRP is proposed, please check the appropriate box on page three and provide the following information: Amount of stream mitigation requested (linear feet): None Amount of buffer mitigation requested (square feet): None Amount of Riparian wetland mitigation requested (acres): None Amount of Non-riparian wetland mitigation requested (acres): None Amount of Coastal wetland mitigation requested (acres): None IX. Environmental Documentation (DWQ Only) Does the project involve an expenditure of public funds or the use of public (federal/state/local) land? Yes ® No ? If yes, does the project require preparation of an environmental document pursuant to the requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)? Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA coordinator at (919) 733-5083 to review current thresholds for environmental documentation. Yes ? No If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a copy of the NEPA or SEPA final approval letter. Yes ? No ? X. Proposed Impacts on Riparian and Watershed Buffers (DWQ Only) It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to required state and local buffers associated with the project. The applicant must also provide justification for these impacts in Section VII above. All proposed impacts must be listed herein, and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ Regional Office may be included as appropriate. Photographs may also be included at the applicant's discretion. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233 (Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please identify )? Yes ® No E] If you answered "yes", provide the following information: Page 9 of 12 Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer mitigation is required calculate the required amount of mitigation by applying the buffer multipliers. Zone* Impact (square feet) Multiplier Required Mitigation 1 7875.8 3 0 2 5199.5 1.5 0 Total 13075.3 0 Gone 1 extends out SU teet perpendicular trom near bank of channel; Zone 2 extends an additional 20 feet from the edge of Zone 1. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as identified within 15A NCAC 2B .0242 or .0260. N/A XI. Stormwater (DWQ Only) Describe impervious acreage (both existing and proposed) versus total acreage on the site. Discuss stormwater controls proposed in order to protect surface waters and wetlands downstream from the property. See Attachment 1. XII. Sewage Disposal (DWQ Only) Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from the proposed project, or available capacity of the subject facility. XIII. Violations (DWQ Only) Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules? Yes ? No Is this an after-the-fact permit application? Yes ? No Page 10 of 12 XIV. Other Circumstances (Optional): It is the applicant's responsibility to submit the application sufficiently in advance of desired construction dates to allow processing time for these permits. However, an applicant may choose to list constraints associated with construction or sequencing that may impose limits on work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and Threatened Species, accessibility problems, or other issues outside of the applicant's control). Applicant/Agent's Signature Date (Agent's signature is valid only if an authorization letter from the applicant is provided.) US Army Corps Of Engineers Field Offices and County Coverage Asheville Regulatory Field Office Alexander Cherokee Iredell Mitchell US Army Corps of Engineers Avery Clay Jackson Polk 151 Patton Avenue Buncombe Cleveland Lincoln Rowan Room 208 Burke Gaston Macon Rutherford Asheville, NC 28801-5006 Cabarrus Graham Madison Stanley Telephone: (828) 271-4854 Caldwell Haywood McDowell Swain Fax: (828) 271-4858 Catawba Henderson Mecklenburg Transylvania Raleigh Regulatory Field Office Alamance Durham Johnston Rockingham US Army Corps Of Engineers Alleghany Edgecombe Lee Stokes 6508 Falls of the Neuse Road Ashe Franklin Nash Surry Suite 120 Caswell Forsyth Northampton Vance Raleigh, NC 27615 Chatham Granville Orange Wake Telephone: (919) 876-8441 Davidson Guilford Person Warren Fax: (919) 876-5283 Davie Halifax Randolph Wilkes Washington Regulatory Field Office Beaufort Currituck Jones US Army Corps Of Engineers Bertie Dare Lenoir Post Office Box 1000 Camden Gates Martin Washington, NC 27889-1000 Carteret* Green Pamlico Telephone: (252) 975-1616 Chowan Hertford Pasquotank Fax: (252) 975-1399 Craven Hyde Perquimans Wilmington Regulatory Field Office Anson Duplin Onslow US Army Corps Of Engineers Bladen Harnett Pender Post Office Box 1890 Brunswick Hoke Richmond Wilmington, NC 28402-1890 Carteret Montgomery Robeson Telephone: (910) 251-4511 Columbus Moore Sampson Fax: (910) 251-4025 Cumberland New Hanover Scotland Pitt Tyrrell Washington Wayne Union Watauga Yancey Wilson Yadkin *Croatan National Forest Only Page 11 of 12 US Fish and Wildlife Service / National Marine Fisheries Service US Fish and Wildlife Service US Fish and Wildlife Service National Marine Fisheries Service Raleigh Field Office Asheville Field Office Habitat Conservation Division Post Office Box 33726 160 Zillicoa Street Pivers Island Raleigh, NC 27636-3726 Asheville, NC 28801 Beaufort, NC 28516 Telephone: (919) 856-4520 Telephone: (828) 665-1195 Telephone: (252) 728-5090 North Carolina State Agencies Division of Water Quality 401 Wetlands Unit 1650 Mail Service Center Raleigh, NC 27699-1650 Telephone: (919) 733-1786 Fax: (919) 733-9959 Division of Water Quality Wetlands Restoration Program 1619 Mail Service Center Raleigh, NC 27699-1619 Telephone: (919) 733-5208 Fax: (919) 733-5321 State Historic Preservation Office Department Of Cultural Resources 4617 Mail Service Center Raleigh, NC 27699-4617 Telephone: (919) 733-4763 Fax: (919) 715-2671 CAMA and NC Coastal Counties Division of Coastal Management Beaufort Chowan Hertford Pasquotank 1638 Mail Service Center Bertie Craven Hyde Pender Raleigh, NC 27699-1638 Brunswick Currituck New Hanover Perquimans Telephone: (919) 733-2293 Camden Dare Onslow Tyrrell Fax: (919) 733-1495 Carteret Gates Pamlico Washington NCWRC and NC Trout Counties Western Piedmont Region Coordinator Alleghany Caldwell Watauga 3855 Idlewild Road Ashe Mitchell Wilkes Kernersville, NC 27284-9180 Avery Stokes Telephone: (336) 769-9453 Burke Surry Mountain Region Coordinator Buncombe Henderson Polk 20830 Great Smoky Mtn. Expressway Cherokee Jackson Rutherford Waynesville, NC 28786 Clay Macon Swain Telephone: (828) 452-2546 Graham Madison Transylvania Fax: (828) 506-1754 Haywood McDowell Yancey Page 12 of 12 Attachment 1 XI. Stormwater (DWQ Only) Describe impervious acreage (both existing and proposed) versus total acreage on the site. Discuss stormwater controls proposed in order to protect surface waters and wetlands downstream from the property. The project has been broken down into six (6) drainage sub-basins. Of the six, sub-basins 1 and 4 discharge into jurisdictional streams w/ buffer requirements. The following table lists the sub-basin, Existing Impervious Area, Proposed Impervious Area and the Difference in Impervious Area: Sub-Basin Existing Imp. Area (sf) Proposed Imp. Area (ac) Additional Imp. Area (ac) 1 1.39 1.49 0.10 2 0.83 0.93 0.10 3 0.87 1.31 0.44 4 1.30 2.47 1.17 5 0.62 1.01 0.39 6 0.12 0.14 0.02 Based on the additional impervious areas in Sub-Basins 1 and 4 (1.27 acres), 127 LF of grass swales are required for the project to meet treatment criteria. Due to site topography and existing residential / commercial development, implementation of measures adjacent to the streams / buffers that would receive the stormwater was not applicable in all cases. In accordance with previous discussions with DWQ, grass swales can be placed in non-riparian sub-basins to meet the treatment requirements of the stormwater in riparian sub-basins. Based on this direction, grass swales have been designed and placed in some non- riparian sub-basins to meet the project treatment requirements. These swales have been designed in accordance with the Section 5.0 Grass Swales of "Stormwater Best Management Practices", dated April 1999. Based on the additional impervious area in riparian sub-basins, 127 LF of grass swales are required. The project as designed, provides treatment for 1.27 acres of project area and 2.07 acres of off-site residential area and contains 377 LF of grass swales. BUFFER LEGEND --•WLB ---- WETLAND BOUNDARY iW?'8 -., "? -* ; WETLAND WLB' ALLOWABLE IMPACTS ZONE 1 X777-77: ALLOWABLE.IMPACTS ZONE 2 MITIGABLE IMPACTS ZONE 1 MITIGABLE IMPACTS ZONE 2 PROPOSED BRIDGE PROPOSED BOX CULVERT PROPOSED PIPE CULVERT (DASHED LINES DENOTE EXISTNG STRUCTURES). 0 SINGLE TREE WOODS LINE ¦ DRAINAGE INLET - BZ1- RIPARIAN BUFFER ZONE 30 f t (9.2m) ROOTWAD - BZ2- RIPARIAN BUFFER ZONE 20 ft (6.1m) E- ? FLOW DIRECTION RIP RAP T? ? TOP OF BANK - WE - EDGE OF WATER O ADJACENT PROPERTY OWNER OR PARCEL NUMBER C IF AVAILABLE -- - PROP. LIMIT OF CUT - F-- PROP. LIMIT OF FILL - A PROP RIGHT OF WAY El SCOUR HOLE . - - NG - - NATURAL GROUND --?- - PROPERTY LINE -TDE- TEMP. DRAINAGE EASEMENT - PDE - PERMANENT DRAINAGE EASEMENT - EAB-- EXIST. ENDANGERED ANIMAL BOUNDARY - EPB-_ EXIST. ENDANGERED PLANT BOUNDARY -••-? ••-•• -•• WATER SURFACE XXX XX LIVE STAKES BOULDER - - - COIR FIBER ROLLS DITCH / SWALE CITY OF RALEIGH WAKE COUNTY NEWTON ROAD WIDENING SHEET OF - 08 / 27 / 03 I C\j Z w w z" W W O LL V N U. Q T J ma cli w o f N J N O W J m (V Q w = O N T wN O '. N Q J 0 r- N L M T M M -- O M i C) M V J O T i T N Cl) a a z S " M LO T ? m r J N Q T z" o cq LO q co I- O. N o (0 C\l OD W -? U JQ L IL LL W M m ~ z o U) 0O x x x 0 U z O cr CD O J 0 U') O Q T `r ? J J J LU LU Cc d } U U -- ac , N M Z T N M 0 F C (L O O N v O Z C Imo- ? , w fU0 Q O 0 co O 0 c0 w U E Q a 111 LL O Q n u) N o O ° (D ~ W Q LL ? C U C O ° 0cis O LL U) O C w O Z - ° Oct C LL G N ? • a 0 O v ° 0 I- ?U? ° Oct d C y F- cg as U O ` a X? 0 ? W c _ w Z a °' g = LL a o w Q? 0 a O ? J c C O cz C) o LL N ` a) d a. L 3 0 \ 2 N C O O O ° E O ?+ r + i O ? J J A J v O Q Z N cf) F- H TRANSITE CONSULTING 11rT ENGINEERS, INCORPORATED ENGINEERS-PLANNERS •CEI August 28, 2003 Mr. John Dorney N.C. DENR Division of Water Quality 1628 Mail Service Center Raleigh, NC 27699-1628 14 . , RE: Pre-Construction Notification Application City of Raleigh - Newton Road Widening Dear Mr. Dorney, T 15 F 4 1 40 407 G, + lP / n ?4r?,?QU?u ? r rrs ? Please find enclosed for your review and approval one (1) original and six (6) copies of the Pre- Construction Notification (PCN) Application for City of Raleigh - Newton Road Widening Project along with seven (7) sets of Roadway Plans, Profiles, X-Sections and Permit Drawings. Since the project impacts less than 150 linear feet of Stream and 1/3 acre of Riparian Buffer, no mitigation costs are anticipated. Also, there are no wetland impacts associated with the project. As detailed in the application, the project involves widening existing Newton Road from mostly two lanes with curb & gutter and roadside ditches to a three lane curb and gutter section. The project also includes the construction. of a Greenway that crosses an Unnamed Tributary to East Fork Mine Creek. On April 14, 2003, a field meeting with Steve Mitchell was held to review and verify stream and buffer impacts. As a result of that meeting, it was determined that the project impacted three jurisdictional streams: Site 1 - East Fork Mine Creek; Site 2 - UT to East Fork Mine Creek; Site 3 - UT to East Fork Mine Creek Trib. We understand that the regulations define and provide a certain amount of time to review the submittal and return comments, but your earliest attention to this application would be greatly appreciated. Should you require any additional data or have any questions concerning this submittal, please call. Sincerely, TrantSite Consulting Engineers, Inc. ev..tQ, James A. Byrd, P.E. enclosures cc: Sylvester Percival, City of Raleigh w/ enclosures file 102.010.001 Quail Corners Commons 1300 Paddock Drive, Suite G-10 Raleigh N.C. 27609 • Phone (919) 873-2401 • Fax (919) 873-2404 ?: ?"`? ?? . ?? ?? t '? ??? ?? ??? ? ? ? ?? ? i?,R?? ? ? ' ??? J,?° ?? r <m y zz O H ? ? n + ?x n H C0 zQ 0 O C/3 Q QA- c , Z c O in K °?T Mco 1?? 00 U.? ~ C 00 CC C.J W Z cz: I.- r ? + ? z r tie u LU ? y W Ch w m %kooo W W A o ? ON ?A CO) V Q vj^ LLJ o? ui Coll J Joe O _ 4 (6 .. ^ V o o? p 0®i0 C o-m 4 W `L W IT O LL?13 V O O O^ 0., k; co? -4-1-4- u Q NX Q rg OVN : E-4 aws ON Ww ?V W = - co? O^ W, J? ?W Q ?O 20 O O UN 0- Q ?r !-O S ROAD J Q W^ z - y ° SIX FO n LLJ LU o ?4 i;? 0 i 0 z co try [?Oo ??? 33 H _ V W ~ OWE N COO CO cr) v v O r 1.4 A ? s .? N M m cs CO) W m J _ IA O O O ?QO V h ?O h3? vZ'- ` o LLJ SID cn (D L Z ue o w a n ° ° •? 00 0 "' y O C z o e oyoa O O o? ao M W Z U Z a o` Z C W W L M II a ua - ' i m Ti z O 0 O ?O LO H ? Q to Q ?N+ IT cC w°o m ? J r- r- ?rn Z cL LL,WG m o z q 4m CL °P yF, = o ?r II II II II II it pV O V W K a a .3r. > Ci ~ ®? a Z w N N C 0 "' •V y w ,. A N a t4 z i avoa ao Q Q Q. / CL z LLJ C ?;'':: m m 3 w Q i? H o'0 a NOO'H?,1-NOlM3N/NO'4/100'010'Z01 . MY 3Sn3N 3H1 30 S77V3 01 MY SA!03 XIS WOM3 M v LJNI?'??NILJN? Z?I a.L??? ,\ y In • SM3NNVld • S133NION3 N JNIN301M 0V0M N0lM3N ° ie v o w d 3€ ?' y 431Va0d80JNl 'Sa33Nl`JN3 H0137VM j0 A113 H0197V?1 .40 As10 9N111f1SN0O 311?N?I *ON 1O3POdd p a3. g Z Wit dw.A7/d N:YS3b Arro wroa StA oawdaud ++ataltl5)0 3 c r z = z O O 5 ° ull o S z z z - - O > > z + ?? N O ti cD ti' 3 b u a L O ?3 5 ?3 - g O 8 LL; o LL; 3NI1HDIVY4 W p y a O H O t n S O n. O O coo o I.- x 06 N F!.? co *A he 'A 0 N N X W -T N ;1 Z o N K N R N y Z Z / \ W F N C6 0 log C6 0 clil Ouvf ? ? / \ d! O 3 $g I 0 3 8 v Z Z O? u$ \ C. Z I 2< Zy I I 2 Zy 1 1 y v? I I Z W ?^ y d o v `c I I '?' I I vi om o I I O O 8O o o•o I O "' U° I r ?- h C7 d OF y I ZZ c I I 7 LJJ ° W N W N Og mop oZ N 68 N O 8 W C9 I I Z+ ;= o Z+ Sri I I J Z:2 O 16 I I J ?? p tom-, d I I Q ? I I Q z 1 h `$ CL W I O I W O N I I ? H? y I I } ?T F? } q} 'A E o x a m O1 ;o CI tu X N O < V W X N L y x N ?A C4 N N Il oc 3N H z \ Dy F `' N 1 X a T X T N I N I y J $3 ° NI ?3 o I N# to 0 0 oc ° o oe o o I= Z o 3N H IVV4 3 -A ~ N a a ti T r, O } /2 CO ,Q Z W 0 H ? c? N 8 0 N ? Z ? + ° N Vf ? O / \ a i 0 1 1 0 y O?L W O° 3 s J Or J LL 4n 0 LLL U W O ' !V 0 °7 ?=Z Z=p Z Q t ad dL. W Z W -1 3? W -uj oZW !7: N t W m _ = u W W Z= O w do W Z= CL U Z ? V V j J V n? m N ,' v Q y <y N W c' J z z W W W T i Z Z y W j j j W Z W C ` W Q < m V W ? ? 3 ?y ° W ? H W d ? O ° < v W W y 0 W W y 0 Q H pW( u iii : N O Zf! T. t ? w F X ? 1 ? Hy x < e ? CA m ? , fZ-.. _y x c H F- > > ? 3 0= LU W OU. N MY 3Sn3N 3H1 j0 S77V3 01 OVOM S)IM03 XIS WOMB ?+ r JrII?ISHNIJNH 'Id2LLN93 r b 130 • Sa3NNV7d • S433NIIDN3 k;: O N O s 031tlaOdb03NI 'Sa33N19N3 0NIN301M OVOM NO1M3N I H s „ C H0137VH 30 A113 e Q o o > HOTHWU 90 ARID s 9NI11f1SN0O 311T-NVIj><<<: >;< 'ON IJ3f'08c] N Q om " ?~ '? i gy °° o N wd 03W1'd3Wd AO+S30 IMO?OdI A8 0AWd3Wd 7+q'laRtl530 a O Ci z = 4 ? N N O Z 0 o " o o ? o 0 0 z z moo} C (7 ?o C7 U W °a ----- g a 3 0 `? g `O p( Y.1 0 w yj d F CL H o a O N I C6 O O NOj ~ K O ? Oj ? X 1 16 N G N X K h I iN N N II 06 Z I I Z II N F N I I F ?- of ?- of O II O N M O o I I 2 Q 3+ i Q 3 0 II Z o? Z o+ o ? I I o o a z W z I I Z W L 'o Q F O ?' I I Q b ?? I O~ 0 C4 mom LU -0 mom LLJ b Vf z+ 8 '? 11 N Z C o J o Z '? I I J F d vWi I I C- w 4 II N 0. N CL. I I I N mom* O I ~ N O H 1 I I N 20 co N -0 im ? N N N 1 c x c ? _L. ci r 0f o C41 co q v of ?n p u> N a3 a3 Q cc 0 o` \ N' 0 C W N LJ O O J z z J.1 LU F t7 z ? D o J V N m u 3 ? W o ? z W W ` ? z W W ` L Q N ?u W ? U w W g 4? > d m j u = d c = d c u Zo u LU <ui v N o u H = z N W z H W m a > m > z N W a H > > 3 N W _H 3 K W 0° z o~ N W V! -A W N z? ^z W 44 W W pd IL y3 13 ad W O z W W I f LL, d N J ? N 40 A 1 1 1 I ? I 2 CD u MY 3Sn3N 3H1 30 S77Vd o 01 OVOM SYMO3 XIS WOHJ c L1A7T1i??Nr1JN? 1?7QWL?L?? day 13J • SM3NNV'Id • S133N1JN3 y V ?` ONIN301M OV0H NO1M3N a ?'v o W ' o M ~' ?L?IlQ y 031V8Od80:)NI 'SN33NIJN3 HJ137V?/ 30 .tll9 ? ° ,L ' c o d H0197VU 90 A LID y? 9N111f1SN0? 311?N`?I *ON 1 03('Odd V' >r io * g? c H a 3 $ 2 W.4 03ard3ad AlM303 -Al. UB 03tlrd3ad MYldRg530 $ i c 0 W v c O •y O} N• O CA ~ -{- Z N ? N ? U v 0 of ? 0 co t -?- .p .0 _0 $ z 8 G .? NI Z O` NO? Z O a N O tt70LL F W F W V! O Z Z ?0 O Ft/o/ ?O O FOr a F CV V < + N O r N 0 04 z + Z + Q Z o o`. Q z N o? _V °-?? of _V W I W 3 0o o W W N •fL? ~ T 4 ^I O c 0 U' cm e Lb 0 C7 w c W N_ 3 W 0 z O~ Z N N W LU us y J ? W _y ?? _z W y W W OC d H 3 W ?a W Z W e G F W ? H d m J ? N N W O O J z z 0 ? qty r t9 ? J F D J Fem. D Y ? W o ? I.- I.- /? Z L V W ? v Z t W „ C ? Z W d ? Z v W W =_F p W W 3 p Q ? W K Z O U W u d z U u ? ?Q z N W z N W m W K W m p z y W W N ? 4i W <3 OVOM 3S/13N 3H1 d0 S77VJ 01 Ar 'r?,T ,?TIION ITT9 r1VILLN r ?T OVOM S)IM03 XIS HOW Jl?IU99A M v _ HO H 13D • SS3NNV1d • SM33NION3 (n ?O M o ;, ^ y 431YaOdb03Nl 'SN33NI?JN3 JNIN301M 0V08 NO1M3N w o l1f1SN0? 311 H0137VH -40 d110 N W ° N ? 8 N ? O ? d H9Ia7Vx 90 A.LIO JNI y, 5 1... "ON I33 id - o ,e w d awv t3W 0393 =0 A?rarou uB 03Wd-%W wouaaps3v 8 3 W op ...! I W i J C 1 l 3 W J W CJ C' 1 V) J O N L, N O V) Z ONIMVY(7 33S 00+5/ V LS 3N/714JIV N 41 Q} N33?1? 9NIW , ( i i?r a+ x ?- -- I ? ? Ir dl ? M 1 ` J a f /\ J $ g 1 a 3M9 I Q ?_. ? ? 2Ze" / 44 a? cli ?(/? ?? rte'- ??• w w z z i.0 O O U IV IV to Ln f- F- C) v CL (I. ! 1. M w w 1 ? ? V? J J *a m co \ !'? J J A , Q Q N 0 oil W ati cfi?(?ppN o big ?Jjsl jV1 p W O W??$S?? ???yo?. ti W UO4.M avoy 3Sf13N 3H1 d0 S77VJ 01 GYM SxMOd xis Novi M °v p JNI2IaffNIJNa 7d?L 137 • S83NNVtd • Sa33NIIDN3 ° N o LI?i?? JN/N301M OdOM NO1M3N M W o W „p y 031VNOdbO?Nl 'Sb33N19N3 H0137M JO A110 N Ci v c V w p .p 4 x0l97Vx .10 AIIJ y, 9NIl1f1SN0D 311 ?Nd21 V) -i ,a* 'ON 103rO8cl o o ? Vf and awdw n9 NW3a A ? +A6 o3NYd3Nd 9Jp1 Rom ? ? ?l g x W ap J W N a O W M C Cc ? W = Z Cn W O L Q W O W vi j_ y zZ c? a ? x czm Wg a a CV W W Z Z O O IV IV V) N F- H U U a a w w J J 03 co Q Q O O J J J J Q Q 'Z d NEWTON ROAD END PROJECT MHOMAS DR p AOAO EEGIN _ sA PROJECT ?s F? s W p ° n r,? MILLBROOK ROAD s 4? O k AALEICH BEL iLINE VICINITY MAP DETOUR -h-?H DESIGN DATA ADT 2003 = 10,500 ADT 2025 = 19,300 DHV = 10 % D =50 % *T = 4 % V = 45 mph * TTST=1 DUALS=3 GRAPHIC SCALES 40 0 40 80 PLANS 40 0 40 80 PROFILE (HORIZONTAL) -? 4 0 4 8 PROFILE (VERTICAL) Plans Prepared By ` ee- TRAN SITE CONSULTING v ? I? ENGINEERS, INCORPORATED t < ENGINEERS • PLANNERS 9 CEI 1300 Paddock Drive, Suite G-10 Raleigh, N.C. 27609 THE CITY OF RALEIGH J. RUSSELL ALLEN c04lf HG^QaG^aQL G3 CM OF RAUUM MCI= RR N0.„ SHF.67'8 NEWTON ROAD l WRIANDSI GROUp 49?'d !IiIS SEC?1pN LOCATION: NEWTON ROAD WIDENING FROM EAST OF SIX FORKS ROAD (SR 1005) TO WEST OF FALLS OF THE NEUSE ROAD (SR 2000) TYPE OF WORK: GRADING, PAVING, RESURFACING, WIDENING, SIDEWALKS, CURB & GUTTER, DRAINAGE, TRAFFIC CONTROL, PAVEMENT MARKINGS, RAISED REFLECTIVE PAVEMENT MARKERS END CONSTRUCTION -GW- STA. 12+00.00 BEGIN CONSTRUCTION END CONSTRUCTIO -GW- STA. 10+00.00 -Y- STA. 11+86.1 P? P5 (P6 24 I NtWTON ROAD MI CO) LE X Pj P3 , o P2 NNEOe'l" -Gw NEWON Aw Orw! N Rw SOEffH .y_ 9 MEMO( 0 wo WY s BEGIN CONSTRUCTION STA. 11. Sylvester Percival, Engineering Coordinator - City of Raleigh Doug Saunders, PE, Project Engineer - TranSite Consulting L e ?_ A z c 3 Z Z C C ROADWAY ENGINEER/ HYDRAULICS ENGINEER C BEGIN CONSTRUCTI -L- STA. 13+00.00 LENGTH OF PROJECT = 1130 MILES - Pl ?N im END CONSTRUCTION -L- STA. 72+70.00 CHARLES C. MEEKER HaVoR CEHYRQL EH89 EERY H8 OVOa 3sn3N 3H1 30 S77V-4 AST v?7 A' OVOa SYHOJ XIS WOa? v° ?1?1IQ.1 ?l?ll??? ??QW1?.?'J y 130 • SM3NNtl1d • SM33 NI9 N3 01 0N1N3Of OVO4 NO1M3N p?". U O W ?? „° M y 431V8OdSODN1 'U33NIJN3 c HJlH7V?I 90 A.LlO y 9NulnSN0? 311 KNH?I H0137Va JO Also - o U o *ON 1 J3PO8d V) Q a3 a _ 4q! 03tlrd37H N!XS30 ?rrprpa AB 03P11•d3tld MLILdHp530 c O 0 CU C W -3 a o ? 2 F.-6 F- ?r) cV v i C, ?- x ?T I c6 N ° O? I I I I I I h m ? I I 'n o c I I o I ? I I ? II I I I x ° of 1 N;o 1 ? ? a3 I o 0 oo a b oll (D C N m z O O 4W V_ 0 Z J V g LU O z x z O Q 4W V_ NZ Q J 0 I? V 3 O x Z O c5 O ?L moo} ti 2L o ? LL o ° o? ZI OL ? f1} CV N OI Zr) r- II Z u 6i z 0 S 0 C p a6 O N I C7 ap °o o I I O Z v Z G Oc I I J FZW y /tl i O o ° d ,? ° c O W LU . 0 lip= (D a ' W_ 8 + ~ a U W N N 0 O J I I Q Z Z d a. N (, I I O 4 H x I N x N 4 M N OI W P1 z J z J W W ui Q Q Z Z V?/? V J ,? W o W 0 W V W W V W V Y J . Z W W Q < m I.- LU OWL u z Q in W W ad < OL f- W LU > d .? Q m :3 u W W ° S d o W W o. = Q. c Q rn W 69 u O u O U N u 0 Lo F m 0 z H LA x W t9 z F- LA x x J m < ag > m < > o z 1= LA uu W H 1- > > 3 1V W H W O° zz OF = v? N W N J N zO _Z r z W N LU W pL 0= W3 W 1 00 W LL Z ud W W ~ >r ?n m < N J U ?o ?Lu Z W z oo 4?11-111, z=o 3 p03 Z= Q N N pO amp + C F ZWN F, d O ZS y 8 O? W_ O y O } x x Z 3NIIHOlb'W O N Z W N 1 I ? I Q cD 3NnH M _ N Z ~ W N N Z 1 l I ? I 0 C 4z J W O Dor- i ZOO =Z WIZ aza Cie 3W 1 Z=3 lu. H d 18 Ig cr) 6 .0 iS + N 14 i18 .g :a 1 O 8 18 t I LV I I ?I N ci N 3N u,'ll YL ? 2 a x \? -T gcg a c l c F ' ??? y I Z A OvOM 3Sf13N 3H1 .40 S17VJ 01 OVOM SNMO3 XIS WOMB M v 0MI NIONw1 ?VQJ.Ng? V q 130 • SHNNVld • S133NION3 5f:: »tyc O W 2 N O M N y °s 431N80dbOJNI 'S833NIJN3 JNIN301M OVOM NOlM3N ? v o ? w p ? a "; ? N o Q p _ linSNOO 3115 H0137VM J0 ADO HOIH7Vlr 90 ALLIJ 9Nl 833NCM13 ', 2 WD! 038Yd38d N71S30 AYYOY81/ A8 03tlYd3N.! +Np1aRD530 ? Q C o N ? a a z O 0 W Z } O J IN o 3 b U g o 2,w o. o y ? O o ? vi oI + r Z x o n !< in N zo c6 N of N 2 i O 11 N N O OI LQ Go N N o x C4 C o of m N N Qad 6. 0 N• Lo N LU O O J z z J.1 W U' z K k J Q J Q J / r Z V V Z J '? LU F ? J 09 W r W 6 O 0 Q u z W W Q z W d W Q Q y im O V LLI O V ?O I u O V = 0 z H a z N W J m p J m ad V z xHx W N IA W 7 ?! W v) f- > > 3 N C L c ?o C7 L) 8 Z CS 3 + 0 o W r O ? g o g z o. z O H W V! 3 W T. O° z o? N W H ? L4 La z? z be Q W W IL &, w W Oad W 0 z W W Ir W d N N d a3 c 0 of 1 0 c } 0 N O oil I . a ?I II ?i II II li ? II ui I o W m II II ? CL I? Q ui II d II II ? I II II N I I /? O N Ol/ N b r Lei $. 0 oe CL a ?J I _TL 'A ?I of r N l 1 I 0 W Lb 5 n. Z O 0 W Z Q W g a LLi O Z x O O g IL F T OV08 3Sn3N 3H1 d0 S77V-4 01 MY S)fMod XIS woad ONIQ.'19NION? 133 • S43NNVld • S733NI•J N3 W A °c OVOM NO1M3N ^? o V) 431VWdaOJNI 'SMNION3 JNIN301M .., „ ,te a . > H0137VU JO A110 N > ° v o H0197VU 90 A.LIJ VNainSNOD 3115 NVbl ,'-<><:_:;>; 'ON 133road " Q w io v 11 MVW3 AVAU'04x rAV MUM gmdw2m is Z = fip! Q.dfINd3Ud 9 9 WK30 A1'/IOVOY nn-L cc v / S :7Nl7HJ1dW xg a W J ? O ? W J V) O W ) zZ d x zm - - - vv r'p v 1J -J/V/ IHJ-LVPV Ov021 3sn3N 3H1 J0 S77V-4 ?T 'i 01 OvOM SYNO-4 XIS WOMj Z> N : O 9 IIvlglq IIDNff V 133 ° S83NNV14 • S333NION3 :2 Z V) O y 431d80d80JNl 'SN33N19N3 .? ONIN301M OVOa NO1M3N Li o w gip" HJI?ZY?I .40 ?I.LI? y ? H0137vb .10 Ally '? c a o o I 9NIilnSN0O 311 T-NY I j °?3?d ion 'ON 1 J3road 11 - ? ar0e aaura3w nv HS3a?'rniar?04NOU 'Ae 0-241.. M A0uam30 3 tf $ x 3 w1q; I r J O U. a ? a?C° I W 0- .J = O ? Z ? Q O w LL N 5d ON/Mb'dp ??S OOf 5f, y1S -7N/7140lb'!N a I_ I 161.33' am i. ; NNV9'46'M A z m O I I ? ? C Q n /.'S ' 4 A rV1? pZ a Q Zoo r? g tt I I A! F l: 'll W W W 4; 1 1 ?.1\ I? ? ? i I y lit 31 +2 \ \\' \\\\ 1 0 l P 1 1 \ u?o' \ =Ogg O O ? ? `\ X ZZA 9A p/ ?W *k \4Z 0V' ti `? 'yC Ofi? +50 ' N \ 2 \ ` y Oaof\ \'.., \\ , Ito sCL 0 2 O \ 1 P n0 \ W a \\ X \ q \\ 'T l\ / , 1 2A9 ?;? + 1 ?? 239 ?? M < w \ ?e 4629 ?aD? \ W \ \. W Ny5 W W:° - ?WY6 l\ O U8~\ \ \ 1 \ Ism-, Sv t S ap' W 11 1' ; 1\ 11 ig' ho t NC?N~ y'\/\I I 1 f d JN(My? 90 -9-9s 00+5f d1S 3NI?HO1dW ? ys y u04-1AGUIU p/100'010701 Z, x xorH'IVx 90 Is10 wd 03tl.d3W .oe 13D • SUNNVld • 5833NION3 (131V8Od80:)N1 'SH33NION3 %iiinSN0D 311TINVIj ; .; a3381w3 smnnvow 7 NM30 AM M AB 03MGM O_/ n.,,,.. OVOM 3Sn3N 3Hl JO S77Vd Ol OVOM S.MOd xis WOMd JNIN301M OVOM NOlM3N H0137VH d0 A110 *ON I J3PO&cl wat<Rom M O a V ? N ? o °v u O 1? W C C J N O ? o N < c $ W Lp d O o cr- ^ `-L V) ac I W Q- J = Z ? N Q O W W W zZ O.a C ?I z? ?z x8 a e AN N onm M 3 ? 0 W; d J ? J -j W Z W Z O O N N N V) U U a a C w w J J co co Q Q O O J J J J Q Q NE Va ??.?,... _ MY 3Sn3N 3H1 d0 S77Vd 01 Oros S3aod xis Woad °v - O V) o JNI1I219NIJNIF 7F'2LLNHO V 13D • S83NNVld • SY33NION3 I JNIN301M OY08 N0lM3N o a v ° ?" s 431V80d80?N1 'SN33N19N3 ..? ?? N W g ° X10 a HOISWU 90 AXIO y 9NwnSN0? 311S'NV8 H9137Ya do A1I0 1 *ON 133rOdcl g oo p U o tl N W' 3 5,'MYIYML/N a Al 8 Z 4q! 03PIYd3N/ 9 N'M30 AYMOY011 +AB 031Yd371d ,AO/LdR3S30 Ld 49NIMM" 4 RF_ u 2 4 N ",L 8 W p o L S N _ O SL'SFS-L1 .149r.LrrpS ??•Lr.roS ? M?p No?'11 N Fw.? I?.O gig :00.1 A Jp Mlpppl Of? N O ???? ww WIC > v N ? A ? 5' / A2 ?1 N gi'a W``sa i Sd ftjv- O ':-re s,2frxi } s'T v 'n §gj <Q` 4i8 l O WM R< III 1 ae3 ?x tom M Q?4 b I N M M Q 3M T O 3 f?NN_ ? JN» Q V 4- U rntivui Qi NC3 ?V100 ? c O / / j T I 15 N ?'?, Y ? p I r :1 -- ? 0 f= ?r- a: W T -1 O O ? ~ E VS R NI?N?1dW Q 33S 00+Sg dls 3 =_ s UJI `` X , ..mot' I. ' - W M + xM b ALL" F _m µw1 N F • M I $ o _ W MH?? z `V ` m I '. Zus°??Q ( I. ? ? '' \ I, I I g m s II I y 2gO S 'LSA 40 ,.] Z <..: a W o i ?I. i?? Ij a W as3 a f? _? IL-?1?.ZO,OE.SON u m O ?6n•n a. $ Q7i ep .y ,l oZ 3. C \A. pia K 0 2h VPyI{fS?N ?•f1 J 4\\Jti\ N Z?tiN Z•NN SILO -73S 06S b S ?N/7y O-/OY / II ! I 11 I 11 ? 1 11 ; 11 I r- A I ?I Irs•` i ?? 1 ;fir 1 I GV0V 3Sn3N 3H1 d0 S77Vd V L1 ?r 01 OVO?! MOd XIS WOMB I„ lw JNI?I219NIJNH 7d2LLN?? O ti H 133 • Sa3NNVld • Sa33Nl•JN3 . tw ? Z 2 h •1 O ONIN301M OVOV NO1M3N w o s 431dNOdaOJNI 'Sa33NIJN3 °'°.a # o ?Lj c? N < -i ,1 9NwnSN0:) 3115-NY1 j H0137V?1 d0 A110 N o U W o o a HOIH7Y?I .40 A.LIJ y .; ....::::: 'ON 1 Jiro(Vd Vf w d CNV.O W a' 5 i?iaro "r ue MW.GW +VIAMO ao 3 I x J 10 J j. W J W I N I N LL N N z Z a? rx a zm / w y2a W <x ? S26?o$K / Z?p5 U p\S2 / Ih?P? Q N? / ? W 2362` 4 +j9 5`9 qM1 \ NO•6 z SHEET vs. EE ;gym r T `A 65+00 5 AT?HLl S M ti t? ?O t0 I 1 f`yM / Z?" OVOM 3Sn3N 3H1 3O S77Vj 'r v 01 OVO!! sydo3 XIS How ON1921SNION?f .7 7d QiliN.?w7 N 13D • S33NNYId • S433NISN3 p N 9NIN301M OVOM NO1M3N w - Z s (MVS0db0?NI 'Sa33NION3 a o+ W o H0I217VII 90 ALIT y 9NIl1f1SN00 311!rNWH9137Va d0 AlIJ N a " o 1; , :. *ON 1 J3ro8d o OV vas aWdAW 1133NgN3 SX nA101Otl A9 O-W.C W wgldags3o 2{ L O N a I cl 0 cq m o. vv u u C ?.. N Q u u ° LL & a a c N a wo 2> ci . I _ ? r \ r ?l 4 \ W ?x I j I \ ----- --' - - w C_ • I _ +. _ ?w I - - ----------------- - T. - . '.. : , i +a I Sq ? M , ... 1 1T Tit ,I T. ?f of N OBI co I ?I '0I r ?I r I}d•s?ys all4.oudlall4.ou,4iu5r>iinn•nrn•7ni OVOM 3Sn3N 3H1 30 S77VJ o V ^ vr .T 01 OVOM SM2103 XIS WOMj v 1199NIJNg 1dQWN?T? db 130 • Sa3NNVld • Sa33MON3 O 431Va0dW:)NI 'S833NION3 ONIN301M OVOM NO1M3N G M xJl9'Tv?1 90 AXI 9NwnSN0? RIT-N". < ;,y H0137V8 j0 d113 N W C (%j JJ a 0, U. 'ON 1 J3rO8d o o N, MI. w0d 031/Yd3Nd ai AW30A1'v ? d10M 'AV 03VV.CW 9aldd2m i Ci e+? cq ri Cl ci cn ?'?! chl c Cl, a 1 _. - - -- - - - - - 1 ? L i j ol - 1 ?$ O ` L 0 i ? . 1 3? r' -r - 11 W IF -44 ? i 011 . I \ ? 8 III 11 4Wl?L' i i ,I 71 i c? ?! 77 : w r.. _. .-.?-_._-_ .. - .... 77 -- , , . , i 1 1! ci I4.a'S-? Us an- oua/a/i-.oa //uDp/1n n 'n In ,7n l OVON 3Sn3N 3N1 JO S77Vj o, vv 01 t1 V9ii ?T ?Tr .T .T?t 0708 S)IHO3 Xis WOM.i ?NIM9NIDNI1VIIXATHD 130 • SUNNVtd • S433N19N3 .; R' Z to ', '' O 00 P o W w a 431V>1Od80JNl 'Sa33N19N3 JNIN301M OV0V NO1M3N w 5 < N o. c.>„„ o w H0 -40 A110 HJ12[7Y?I do 'I.LIa 9NIl1fiSN0O 311?N?I j°ON13103f'02?d -1 -1 .4 -C o Q a r: - woe mone3w dv s v?"?OAMr ae 03xe3ad ++aia+as3c g $ Caa H N OBI Q OI OBI, (SI, COS ? cy7 t?'>f ? ? ?! ?! 'd1 MM !? M OI O•I m ch 001 I,. I co ,01 m L M l-.d•s-Pys 911 /100'010'd01 OVOM 3Sn3N 3H1 30 S71V-l 01 OV021 5?2?03 XIS WO?l3 ONII[HaNIONS 7?'2LLN.?O q 133 • SU3NNVId • S333N1'JN3 ONIN301M OV08 NO1M3N a, w o a31VSOdSOJNI 'SS33NION3 N a HJIH'7VU 90 ALEIJ _ 9 ilnSN0D 311?NtlZlj :. 5l H0137VH 30 Alp a 'ON I33ro8d g? a33NOw3 s?nraaur g $ woe o3are3ud . ?r?s3o ardwr0y ue o3rre3w Miaias3o 3 N a •oi r a ?+ d •a N a a a d a a •-+ a off. IV i o. vv u u ? w = = R ao ?n u Q u ? O ? ?o ?o a N U V O VC S> 01 to o•l v m h 0 o ?. --- -- ---- --- - -- Ni `Q 101 11 ?I aq a /100,010,1101 ai gn all 4. 001 LO ^I in 101 LO tn I LO •rnn•zro OVOM 3S113N 3N1 JO S77V! b, Ol OVOM S)Idod XIS HOW vv V b JNI499NIJN9 130 • S83NNVtd • SV33NI9N3 cr Z N •1 •' O 00 f r, 7F'2I•Ll?i?? " '' `' m o W -- y 431V80d80:)N1 'S833NIJN3 ONIN301M OVOM NO1M3N w 5 H0I217Y?I 90 <I.LIJ H0137Vt! j0 Al/O io 9 iinSN0D 31I?NV?Ij 'ON 1Q3('02?d ??? a n33N0N3 $" YOM d c1 `? ? > Wd WW430d 9 NOS30 AMMOMON AO 03VVd3Ud fioll kom d of 01. 10 co 10 ?I ?o 101 ,o Ln I %C al ??-o?d/alld o-+d/u6P/100'010'ZO! a-Us oj,4.oJa/aii4-oa,41ubplinn•n1n•7ni THE CITY CENTRAL 0 J. RUSSELL ALLEN Cory MANAGER -YI- CROSS SECTIONS 1 1. NEWTON ROAD WIDENING FROM EAST OF SIX FORKS ROAD TO WEST OF FALLS OF THE NEUSE ROAD -L- Or X-Sections Prepared By 01 TRAN?ITE CONSULTING ENGINEERS, INCORPORATED s€h ENGINEERS a PLANNERS a CEI 1300 Poddock Drive, Suite G-10 Raleigh, N.C. 27609 X-1 X-31 a" a µL? l Xwomm SHEET TOTAL NO. SHEETS NEWTON ROAD X34 OF RALEIGH ENGUNEERONG CHARLES C. MEEKER MAYOR THRU X-30 -G W- X-32 THRU X-34 CROSS-SECTIONS ARE PROVIDED FOR QUANTITY PURPOSES ONLY DO NOT USE FOR CONSTRUCTION, SEE SHEET EW 1 FOR EARTHWORK SUMMARY. GRAPHIC SCALES io o io Zo Fml- PLANS T a a t uAr, F!r r ? t 1 ? 4 1 0 4 ? r . ? 1 t ? ? QP 40 i o f 1� �ssq ! a i > r a # f . a ? ? s t ? ? i ? ? ? i i i �w;�rrs��r.rr�.irr�■�.r.rrurrw�riusrrirurrQ+�►wr��� ��S®i�li®� i�w AD i 1 ? i s W LC j L r c , I +? i i 11 J! I - - - - - - - --- --- --- - - ---- --- C 1 1, { I I 1 } j j ..+ j i c ? 1 s 1. Z ? ? ti ? 1 1 & I 1 f i ? c s 1. ? It L 1 % 1 1 `1 f. 16 t1 6 * 16 1 "k A Is 114 w 1% C. I* + 4 L I- Li A *. & b -.? V