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HomeMy WebLinkAbout19990368 Ver 1_COMPLETE FILE_19990419State of North Carolina Department of Environment and Natural Resources Division of Water Quality James B. Hunt, Jr., Governor Wayne McDevitt, Secretary Kerr T. Stevens, Director ITL?WA NC ENR NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES April 23, 1999 Franklin, Vance, Wake and Warren Counties WQC 401 Project #980368 APPROVAL of 401 Water Quality Certification and Neuse River Buffer Rules Mr. Robert Glowezensky, Coutract Manager Level 3 Communications, LLC 14023 Denver West Parkway Golden, Co. 80401-3107 Dear Mr. Glowezensky: You have our approval, in accordance with the attached conditions, to place fill material in 0.56 acres of wetlands or waters for the purpose of constructing a Fiber-Optic Cable from Raleigh to Richmond, VA. as you described in your application dated 16 April 1999. After reviewing your application, we have decided that this fill is covered by General Water Quality Certification Number 3101. This Certification allows you to use Nationwide Permit Number 12 when the Corps of Engineers issues it. 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, Coastal Stormwater, Non-Discharge and Water Supply Watershed regulations. Also 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. If you change your project, you must notify us and 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. This approval shall expire when the corresponding Nationwide Permit expires or as otherwise provided in the General Certification. 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. 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. Sincerely, T tevens 07 Attachment cc: Wilmington District Corps of Engineers Corps of Engineers Raleigh Field Office Raleigh DWQ Regional Office Mr. John Domey Central Files Raleigh Boot; PB, Inc. 990368.1tr Division of Water Quality • Environmental Sciences Branch 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 DWQ ID: CORPS ACTION ID: NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT #): NWP 12 PRE-CONSTRUCTION NOTIFICATION APPLICATION FOR NATIONWIDE PERMITS THAT REQUIRE: 1) NOTIFICATION TO THE CORPS OF ENGINEERS 2) APPLICATION FOR SECTION 401 CERTIFICATION 3) COORDINATION WITH THE NC DIVISION OF COASTAL MANAGEMENT SEND THE ORIGINAL AND (1) COPY OF THIS COMPLETED FORM TO THE APPROPRIATE FIELD OFFICE OF THE CORPS OF ENGINEERS (SEE AGENCY ADDRESSES SHEET). SEVEN (7) COPIES SHOULD BE SENT TO THE N.C. DIVISION OF WATER QUALITY, ATTN: JOHN DORNEY, 4401 REEDY CREEK ROAD, RALEIGH, N.C. 27607. PLEASE PRINT OR TYPE. 1. OWNERS NAME: Level 3 Communications, LLC 2. MAILING ADDRESS: 14023 Denver West Parkway, 2nd Floor CITY: Golden. STATE: CO ZIP CODE: 80401-3107 ATTN: Robert Glowezensky, Contract Manager PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM MAILING ADDRESS ABOVE): Linear fiber-optic cable proiect beginning near the U.S. Route 1 and N.C. 401 interchange in Raleigh (Wake County) and continuing north along U.S. Route 1 through Franklin, Vance and Warren Counties along existing roadway rights-of-way. 3. TELEPHONE NUMBER: (HOME) N/A (WORK) (303) 215-8500 4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS, PHONE NUMBER: Parsons Brinckerhoff Network Services, Inc., 7526 Connelley Drive, Suite K Hanover MD 21076, (410) 689-0400 LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC MAP OR AERIAL PHOTOGRAPHY WITH SCALE): COUNTY:Raleigh, Franklin, Vance, Warren NEAREST TOWN OR CITY: Raleigh, N.C. SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ETC.): Linear fiber-optic cable proiect beginning near the U.S. Route 1 and N.C. 401 interchange in Raleigh (Wake County) and continuing north along U.S. Route 1 through Franklin. Vance and Warren Counties along existing roadway rights-of-way. Refer to attached supporting documentation. 6. IMPACTED OR NEAREST STREAM/RIVER: Refer to attached supporting documentation. RIVER BASIN: Refer to attached supporting documentation. 7a. IS PROJECT LOCATED NEAR WATER CLASSIFIED AS TROUT, TIDAL SALTWATER (SA), HIGH QUALITY WATERS (HQW), OUTSTANDING RESOURCE WATERS (ORW), WATER SUPPLY (WS-I, OR WS-II)? YES [ ] NO [X] IF YES, EXPLAIN: 7b. IS THE PROJECT LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL MANAGEMENT AREA OF ENVIRONMENTAL CONCERN (AEC)? YES [ ] NO [X] 7c. IF THE PROJECT IS LOCATED IN A COASTAL COUNTY (SEE PAGE 7 FOR LIST OF COASTAL COUNTIES), WHAT IS THE LAND USE PLAN (LUP) DESIGNATION? Not Applicable 8a. HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON THIS PROPERTY? YES [ ] NO [X] IF YES, PROVIDE ACTION I.D. NUMBER OF PREVIOUS PERMIT AND ANY ADDITIONAL INFORMATION (INCLUDE PHOTOCOPY OF 401 CERTIFICATION): 8b. ARE ADDITIONAL PERMIT REQUESTS EXPECTED FOR THIS PROPERTY IN THE FUTURE? YES [ X ] NO [ ] IF YES, DESCRIBE ANTICIPATED WORK: An associated facility for the project required at a later time is an in-line amplification station (ILA). The ILA is expected to be located on a (yet undetermined) 5-acre site near Wise, N.C. in Warren County. All Federal, State and Local permits and requirements will be complied with. The buildings are prefabricated and fully assembled before installation. There is no noise associated with the ILA except during periods of power outage when an emergency generator is activated. 9a. ESTIMATED TOTAL NUMBER OF ACRES IN TRACT OF LAND: The project will disturb approximately 388 acres of land. 9b. ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE: The fiber-optic cable will be installed on the west side of U.S. Route 1 between Raleigh, N.C. and Warrenton Road in Henderson, N.C. (Vance County) and on the east side of U.S. Route 1 from Warrenton Road to the State line. The project will cross approximately 0.56 acres of wetlands. However, since all wetlands and waterways will be directionally bored, no effects to wetlands are expected. 2 10a. NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY: FILLING: 0 FLOODING: 0 EXCAVATION OTHER: 0 DRAINAGE: 0 TOTAL ACRES TO BE IMPACTED: 0 10b. (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF RELOCATED, PROVIDE DISTANCE BOTH BEFORE AND AFTER RELOCATION: LENGTH BEFORE: Not Applicable FT AFTER: Unchanged FT WIDTH BEFORE (based on normal high water contours): Not Applicable FT WIDTH AFTER: FT AVERAGE DEPTH BEFORE: Not Applicable FT AFTER: Unchanged FT (2) STREAM CHANNEL IMPACTS WILL RESULT FROM: (CHECK ALL THAT APPLY) OPEN CHANNEL RELOCATION: REPLACEMENT OF PIPE IN CHANNEL: CHANNEL EXCAVATION: CONSTRUCTION OF A DAM/FLOODING: OTHER: 11. IF CONSTRUCTION OF A POND IS PROPOSED, WHAT IS THE SIZE OF THE WATERSHED DRAINING TO THE POND? Not Applicable WHAT IS THE EXPECTED POND SURFACE AREA? Not Applicable 12. DESCRIPTION OF PROPOSED WORK INCLUDING DISCUSSION OF TYPE OF MECHANICAL EQUIPMENT TO BE USED (ATTACH PLANS: 8 %" X 11" DRAWINGS ONLY): See attached project description. 13. PURPOSE OF PROPOSED WORK: See attached project description 3 14. STATE REASONS WHY IT IS BELIEVED THAT THIS ACTIVITY MUST BE CARRIED OUT IN WETLANDS (INCLUDE ANY MEASURES TAKEN TO MINIMIZE WETLAND IMPACTS): No wetlands will be impacted. The project involves the installation of fiber-optic cable between Raleigh N.C. and Virginia. All waterways crossed by the project will be directionally bored. Please refer to the attached project description. 15. YOU ARE REQUIRED TO CONTACT THE U. S. FISH AND WILDLIFE SERVICE (USFWS) AND/OR NATIONAL MARINE FISHERIES SERVICE (NMFS) (SEE AGENCY ADDRESSES SHEET) REGARDING THE PRESENCE OF ANY FEDERALLY LISTED OR PORPOSED FOR LISTING ENDANGERED OR THREATENED SPECIES OR CRITICAL HABITAT I NTHE PERMIT AREA THAT MAY BE AFFECTED BY THE PROPOSED PROJECT. DATE CONTACTED: Not required for NWP 12 per U.S.COE instructions. 16. YOU ARE REQUIRED TO CONTACT THE STATE HISTORIC PRESERVATION OFFICER (SHPO) REGARDING THE PRESENCE OF HISTORIC PROPERTIES IN THE PERMIT AREA WHICH MAY BE AFFECTED BY THE PROPOSED PROJECT. DATE CONTACTED: Not required for NWP 12 per U.S. COE instructions. 17. DOES THE PROJECT INVOLVE AN EXPENDITURE OF PUBLIC FUNDS OR THE USE OF PUBLIC (STATE) LAND? YES [ X ] NO [ ] (IF NO, GO TO 18) a. IF YES, DOES THE PROJECT REQUIRE PREPARATION OF AN ENVIRONMENTAL DOCUMENT PURSUANT TO THE REQUIREMENTS OF THE NORTH CAROLINA ENVIRONMENTAL POLICY ACT? YES [ ] NO [ X ] b. IF YES, HAS THE DOCUMENT BEEN REVIEWED THROUGH THE NORTH CAROLINA DEPARTMENT OF ADMINISTRATION STATE CLEARINGHOUSE? YES [ ] NO [ ] IF ANSWER TO 17b IS YES, THEN SUBMIT APPROPRIATE DOCUMENTATION FROM THE STATE CLEARINGHOUSE WITH THE NORTH CAROLINA ENVIRONMENAL POLICY ACT. QUESTIONS REGARDING THE STATE CLEARING HOUSE REVIEW PROCESS SHOULD BE DIRECTED TO MS. CHRYS BAGGETT, DIRECTOR STATE CLEARINGHOUSE, NORTH CAROLINA DEPARTMENT OF ADMINISTRATION, 116 WEST JONES STREET, RALEIGH, NORTH CAROLINA 27603-8003. TELEPHONE (919) 733-6369. 4 18. THE FOLLOWING ITEMS SHOULD BE INCLUDED WITH THIS APPLICATION IF PROPOSED ACTIVITY INVOLVES THE DISCHARGE OF EXCAVATED OR FILL MATERIALS INTO WETLANDS: a. WETLAND DELINEATION MAP SHOWING ALL WETLANDS, STREAMS, LAKES, AND PONDS ON THE PROPERTY (FOR NATIONWIDE PERMIT NUMBERS 14, 18, 21, 26, 29, AND 38). ALL STREAMS (INTERMITTENT AND PERMANENT) ON THE PROPERTY MUST BE SHOWN ON THE MAP. MAP SCALES SHOULD BE 1 INCH EQUALS 50 FEET OR 1 INCH EQUALS 100 FEET OR THEIR EQUIVALENT. b. IF AVAILABLE, REPRESENTATIVE PHOTGHAPH OF WETLANDS TO BE IMPACTED BY PROJECT. c. IF DELINEATION WAS PERFORMED BY A CONSULTANT, INCLUDE ALL DATA SHEETS RELEVANT TO THE PLACEMENT OF THE DELINEATION LINE. d. ATTACH A COPY OF THE STORMWATER MANAGEMENT PLAN IF REQUIRED. e. WHAT IS LAND USE OF SURROUNDING PROPERTY? f. IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL? Not Applicable g. SIGNED AND DATED AGENT AUTHORIZATION LETTER, IF APPLICABLE. NOTE: WETLANDS OR WATERS OF THE U. S. MAY NOT BE IMPACTED PRIOR TO: 1) ISSUANCE OF A SECTION 404 CORPS OF ENGINEERS PERMIT, 2) EITHER THE ISSUANCE OR WAIVER OF A 401 DIVISION OF WATER QUALITY CERTIFICATION, AND 3) (IN THE TWENTY COASTAL COUNTIES ONLY), A LETTER FROM THE NORTH CAROLINA DIVISION OF COASTAL MANAGEMENT STATING THE PROPOSED ACTIVITY IS CONSISTENT WITH THE NORTH CAROLINA COASTAL MANAGEMENT PROGRAM. y 9? J?r Z-z". - OWNER' S/AGENT'S SIGNAT DATE (AGENT'S SIGNATURE VALID ONLY IF AUTHORIZATION LETTER FROM FROM THE OWNER IS PROVIDED). Leve!O' August 26, 1998 Ms. Lucy Bowen 14023 Denver West Parkway Golden, CO 80401 Dear Ms. Bowen: This is an official written authorization from Level 3 Communications for Parsons Brinckerhoff (PB) and its agents to apply for appropriate use and construction permits and environmental clearances on behalf of Level 3 Communications in conjunction with our long distance network. Level 3 ComWunicatipps By. Title-V. P. Construction Engineering 10434 Denwr West Porkwoy, 601dCn, CO 80401 (303) 215-8364 Fox (303) 215-8500 LEVEL 3 COMMUNICATIONS FIBER-OPTIC CABLE PROJECT RALEIGH, N.C. TO RICHMOND, VA PROJECT DESCRIPTION Project Purpose & Description: Level 3 Communications is building the first international fiber-optic network optimized for Internet technology. The company is currently installing a nationwide long-haul network for the transmission of long distance communications and data traffic. Currently, PBNS is designing a segment from Raleigh, N.C. to Richmond, VA. The project will install the fiber-optic network underground within existing roadway rights-of-way. This portion of the network will begin north of the U.S. Route 1/ N.C. 401 interchange in Raleigh (Wake County) and continues north along U.S. Route 1 through Franklin, Vance and Warren Counties. The route will continue north to, and eventually beyond, Richmond, Virginia. The majority of the fiber-optic line will be located along the western portion or north-bound lane of U.S. Route 1 between Raleigh, N.C. and Warrenton Road in Henderson, N.C. (Vance County). However, due to existing utilities and physical features of the route, the line does change to the eastern portion or south-bound lane between Warrenton Road and the State line. Enclosed are project vicinity maps as well as USGS Quad Maps of the route. The project will cross several streams and waterways along the route. The details of the crossings affected by the project are contained in the attached Table of Waterway Crossings. Proposed Construction Methods: The fiber-optics network will consist of a set of 12 innerducts (conduits) made of inert material such as PVC (polyvinyl chloride) or HDPE (high-density polyethylene). Each innerduct is approximately 1.25 inches in diameter and will be placed a minimum of 42 inches below ground surface. After innerduct burial, fiber-optic cable is pulled through and spliced at handholes. A handhole (48 inches long by 30 inches wide by 30 inches deep) is a concrete and fiberglass composite structure used to house splices and maintain the cables. The handhole will sit approximately six to 24 inches below ground surface and will be placed approximately every 3,600 feet along the network. The project will use the directional boring construction method for all waterway, tidal or nontidal crossings. This method allows an innerduct to be bored directly under a streambed without disturbing the bed or the banks. The staging area for this type of bore is relatively small compared to a pipeline directional bore. This operation does not require the digging of pits on either side of the stream to facilitate the placement of equipment, as is the case with a jack and bore operation. The only potential impact is the possibility of a leakage (frac-out) of the cutting and lubricating fluid (a non-toxic bentonite clay or similar material). The small size of the bore hole and the limited amount of cutting and lubricating fluid used reduce the risk of in-stream leakage. Regardless, fluid flow controls will be available to seal the leakage quickly, and spill containment material will be on-site. Fluid flow controls are intumescent materials that will be injected into the bore hole to seal the leakage quickly. Typical drawing 3 of 7 depicts installation of innerduct by the directional bore construction method. Other types of construction for the project include trenching and plowing. Open trench construction involves excavating a width of 12 inches and a cover depth at least 42 inches. Equipment may vary but will include a track hoe, a rubber tire backhoe or chain trenchers. The innerduct is placed in the trench and, as the backhoe excavates ahead, sidecast material is back filled into the trench. Restoration will be complete within 2 days and includes placement of select fill material compacted utilizing existing material provided the material is free from rock and debris. The surface will be regraded to conform to surrounding contours and restored as appropriate. Typical drawing 1 of 7 details typical trenching construction. Direct burial cable plow technology uses a tracked bulldozer fitted with a cable reel on the front end and a cable plow on the back end. In most areas, only one equipment pass through the area is necessary. The cable plow is a single, straight-shafted blade, which opens a narrow trench about 12 inches wide and four feet deep. The innerduct is continually placed in the trench, and as the plow moves ahead the trench closes behind the plow. The plow leaves behind a small ridge of material approximately 12 inches above the original ground surface and a small open slot about 6 inches wide and 1 foot deep. The project will restore this disturbance within two days as part of the cleanup process. Typical drawing 2 of 7 depicts a typical plow construction. Potential Impacts: The fiber-optic cable will be placed in disturbed areas within existing roadway rights-of- way. All waterway and wetland crossings will be installed by the directional bore method that allows construction without direct disturbance to the waterway or wetland. The trenching and plowing methods will occur in open areas. Wetland delineations were not performed for the design and application portion of the project. Wetlands will be verified and flagged in the field prior to construction. Any wetlands encountered during construction will be directionally bored as discussed in the previous section. Most of the stream beds and/or wetlands areas will not be impacted by this project due to the placement of the innerduct in relationship to the roadway. The innerduct will be placed parallel to the roadway approximately 0-25 feet from the edge of pavement (EOP) depending on the amount and location of existing utilities. The drawings indicate proposed placement of the underground cable in relationship to edge of pavement (EOP). Throughout the application, EOP refers to the white line on the roadway, not the actual edge of the pavement or shoulder. Because of the proximity to the edge of pavement, most areas of concern will be avoided. Some of the stream crossings involve a box culvert and/or piping which cross the roadway at depths (>6 feet) below the proposed innerduct running line. Other crossings involve a structure which is closer to the roadway (within 6 vertical feet) and the innerduct running line crosses the structure but does not affect the stream bed or adjacent wetlands. In this case, the innerduct will be bored under the existing structure to satisfy the minimum depth requirements. The fiber-optic running line will not impact any of the crossings that are pipe and/or box culverts. The project will not involve any withdrawal or discharge of water. The cable will be placed in disturbed areas along existing roadway rights-of-way and will not impact or restrict streamflows. All waterway and wetland crossings will be installed by the directional bore method that allows construction without direct disturbance to the waterway or wetland. The short duration of the boring will minimize any indirect effects to these areas. The project will adhere to approved erosion and sediment control plans during construction to minimize soil erosion into adjacent waterways. General Mitigation Measures: a. The necessary grading and brush clearing of stream banks will take place immediately prior to cable installation to minimize the exposure of bare soil. b. Stream bank and floodplain stabilization measures will be immediately implemented upon completion of construction. c. Wherever possible stream crossings will be avoided at a stream bend, in areas of undercut banks, or in areas where the bank is unstable. d. Uprooting of woody vegetation will be avoided to the greatest extent possible on stream banks by minor rerouting of the cable route location, or by clearing vegetation using equipment which leaves the root system intact (e.g., chain saw or brushlog). e. All grading will be performed in such a way as to minimize the introduction of sediments into streams. f. No artificial flow obstructions will be left in the streambed or channel. g. The streambed and banks will be restored to stable contours to allow the establishment of vegetation. h. The mitigation measures will be monitored immediately after construction and then weekly until the area is stabilized to check effectiveness and correct any deficiencies. All handholes will be located outside of streambeds and banks. j. All staging areas for stream crossings will be located at least 100 feet away from the stream. No refueling, equipment repair, or lubricating will be allowed within 100 feet of a stream. The only exception would be if a stream was found adjacent to a road crossing with limited access and therefore requires such activity. Proper spill containment materials will be used to isolate those activities in order to minimize the risk of potential spills. A Construction Pollution Prevention Plan will be completed and filed with appropriate agencies prior to any construction activities. k. Construction of stream crossings will be performed in accordance with any applicable timing restrictions based on the classification of the waterway and the appropriate regulations. ATTACHMENTS Project Vicinity Map Table of Waterway Crossings Raleigh East Quadrangle Map - Sheet 1 of 10 Wake Forest Quadrangle Map - Sheet 2 of 10 Grissom Quadrangle Map - Sheet 3 of 10 Franklinton Quadrangle Map - Sheet 4 of 10 Kittrel Quadrangle Map - Sheet 5 of 10 Henderson Quadrangle Map - Sheet 6 of 10 Vicksboro Quadrangle Map - Sheet 7 of 10 Middleburg Quadrangle Map - Sheet 8 of 10 Warrenton Quadrangle Map - Sheet 9 of 10 Bracey Quadrangle Map - Sheet 10 of 10 Typical Drawing - Trench Construction - Sheet 1 of 7 Typical Drawing - Plow Construction - Sheet 2 of 7 Typical Drawing - Bore Construction - Sheet 3 of 7 Typical Plan View & Cross Section Drawing - Trench over Pipe - Sheet 4 of 7 Typical Plan View & Cross Section Drawing - Trench over Box Culvert - Sheet 5 of 7 Typical Plan View & Cross Section Drawing - Bore under Pipe - Sheet 6 of 7 Typical Plan View & Cross Section Drawing - Bore under Box Culvert - Sheet 7 of 7 s urg s+ roe po..ro.ds WnsiA1N r Poftlmok. 44 Franklin Castali¦ OMsom IN ndy P'tikl Wille Le Ka t.r r?VWft4 kMknaw¦ R?l.wod l; na4q so" to Reetooom Ives rr YounpsvIlle 1.r ?`" Ae?eA^ p?71 Meys Croserusd¦ i. y W SUN Rsa.Mbn Am 4011 Ms 1 ril ReYnor C-dvn Cronrwls• ? .HdRtp Reclelttbn rna r Ss'nn P.M. • Hwd. ?` H11 eke Forts eGOareWS •ll¦pCrop 1t R Eson ?' .f Bunn woe II¦ rM . in Hope p ynn C he" ¦? Alle •R1sy unm t tl. White O P'•¦rc.s a p irp H use „eL.asl10! 4y?? • D¦ddy's'rtlie m 5 •L.m CrossroWs LOWAI• Sa Forks !Muss C ¦ FowNn Crop •Tanb Gold Y.Ihr C1os rpV YV¦W Cmproads HQWOns I , • ?, Start of Project ; sky C FnthtC mod, e ? C - •uoclal Pu ~>? wlMy H114 w k M H 4_ HswtWP? •P•t Greeerasd¦ x .a , , t7?r Msis¦ }? bubrl? Crppro' - GnrtWh - ckWoro Creek WNdon¦hBl w9N IN, t' a Inez ulwefh :M k¦non 411 Llc"kllrt a •FI rosin ? Pro tid per eP.an FNnyA A*i Aootly Kiltem J-ior Goa KlttrNl ?Boboltt !? U'A C'.. Steal ar Rher ? Oupton FC #? RoskY Ford Cf Ile ?? r^ aB Dasd send Moulton ? t o YABon 1 'M% L e ?kltlchrw% Cropro.d• rAor/ Rock t1 L !/ S>a kliMon ui b [d! on ?ddanz. ;. F ~4... hay RvNk +. E almer P tyrsNlle P "k: Ales Aqe I s p ¦ A '? - 81ou+An _ .. _ . _ __ _ ? _ _ ?M+v C+••a - - - -- - ?'YYOOdwoN'N'4,i..., ar _ Ir1M , _ _ _. «.. -..... _ . H.M?pnn Osc unty w- PutliftLMJ/Vrw•. (ra i un, (rte ;rq' H .., a f •GkNlle 'dloaulns sbn uUxk Virginia Border e? Wise Gw„jl ? ?y+ ??hurcl+ WII Bullaas Perk Dte'ny ?,?.?r tOVq?i ?Bulloc .• It,* Wemm RaMS 'lel! i+• Hcks Crosero Wlliw2bora lackso'Itor" fifbgeway a / Hill Manson Knnr:¦CronroeW #1 IuCITY ' r Rock Wal enlon Wem.n , s Dan. ? . uy¦ .¦rwde y l W -11 Vance-t3nrn I. mMunttyc6ft so e?i ? mbro ,,r Kenton Humsbom (s? Oroy¦tor» A.t•11 1?o'i •? ? IurHona C sa Rod • •'/ __? --"" U tararls ? ty ? O" q Mennadvx• HornM ?{, Ot ?I MEOEK Cmesroads me ?? •,161 4111 ??? 'Ibaron •P¦IAIbWe ' k1 101 1 Rogea¦ powero.as+ 0 60 120 Miles Wake Forest Quad )?. .. !'? `? .s?x.'.° ?y*_ ? 4 ?:.y'?a. r 4 ?S ,l?'s,?? "?;-,..t •r r';.- ? _ ,wr t +..?1??iry?t 5?2; 1 ?? [ ?-c? .Y two ` r C ?xY?.. / [Jl? r Sf3?+h f.{ '? { 4 . Git 3 l J' i ? r 4 _ ' ? ?r,r• 7t I f, '_'?, ? ?ti• ? !" ice' ? ? l ? ?t, ? 1 ?I _ , G, ' ?? ? l '!1 Z ,4• F,.r ?` ` \ ? ?S r r? ? • ? i. ? . 1 1N ? t :? ?? .,, ? r_ ?? i - - ; ? ; Start of Project??, 1 ^^ ` r F H T l , vx ? !. ? r Xi ? F L r?" YY 7, ? l ? '? t y ??, ?, `?_ r lfr.-,s • `f 7rtt x?.. .V' ? AID - t A u Ax Le end ?•* '` fi ^? Proposed Alignment a ?* f • - j a°.', . ?USGS 7.5' Quadrangle Boundarie s County Outlines National Wetland Inventory Level 3 Fiber-Optic Cable Project 0.6 0 0,6 Miles Raleigh, NC to Richmond, VA Raleigh East Quadrangle Sheet 1 of 10 March, 1999 Grissom Quad 0.6 0 0.6 Miles Legend x f Proposed Alignment] ?USGS 7.5 Quadrangle Boundaries Count/ Outlines tland Inventor l W N ti y a ona e ? ,.yy. t y ; Y. * 'J ? r / " ? ? ?l ?? µ 'yyi y M 3I? / ' wF? ? \ } ? '? /I.4 ?7T?'lq ? Y[•, ? J; ?/ r j *y? ,. ?\. ll, ?.?. , +; 5 •-?'? r ?? , ` , _ ? , k ; -14 ?; 1t s! f-t ?`? T 4 ? ti? r r v ? ? ci? F r'?! ?. t { I`r r <> yr / ?M t r-y '? 1 S.!rt , 4 Y ,4 M ? ?p u -' ??L ?aR y ? , ??j 1?1' ?Yy?l?-?b+ ? 77 ,rr ? , ? ?? • ? ??? '! ? Ift ? .: ?. ? ?? ? •L? $ f `? \,'= 1. Jt c 12 .:r '44 k T Wake Forest Quad Level 3 Fiber-Optic Cable Project 0.6 0 0.6 Miles Raleigh, NC to Richmond, VA Grissom Quadrangle Sheet 3 of 10 March, 1999 Kittrel Quad IL i -4? 17 -14 '?, ? ? f ? ? ?? ??' ? ? MY. fin- ?C ti - ? . i 1 i ?. Air Cedar Creek ?.• e r`.] (?, r 1 r 1 : `a'w?.? RALRM NC 25 t? z. •? ^" M : ? ? w ? .;? ? r . `. • 3 ? f a r ? ?t '" ?' ? ( ? °- S Trib #3 to Cedar Creek r ¢ v a E c7 s Le end Proposed Alignment USGS 7.5' Quadrangle Boundaries County Outlines National Wetland Inventory 0.6 0 0.6 Miles Henderson Quad 0.7 0 0.7 Miles Le end ` "Proposed Proposed Alignment 4" ' Quadrangle Boundaries 7.5 County Outlines National Wetland Inventory k ? ?5 t ,? r. t ?" ^?t ,t ?2;.,,ar/? x ?t? ?`i•` ?r F n i ?? 4, "d i , .' 4. '? _. . `fi Yy _. r?? ?Z ?I rr ?: d - Le k • ?r ? ti _ 7 ' Lip [ ?1 r:(/?? r +yy T? ( ?b`?_L ?? rY ? ^ • '? ? ' ^ , '?? ? ?? . fT . 4 ?? ?,f ? ?_ L" ?''? I ?'?? 1 ,fi~ ??1.'... ??.5r,,? 14. ` ? ? ?4? 't ??? ? 4 ? C ? tnl! ill y_i-c .r ? WsK ?)?? :'at• .i ? ?'ar `'?'-? ! / ' - rS fit l ? ?{ ?? ?'? " f l j 4 .1 No 1 a? Sandy Creek & Trib '? RALRM-NC-66 & 67 o„` V ' J Iris t y .? jj:. I ?' t. ' ?? ., ;Z t:? tom/ , , ` G` 1 MIII Creek & 5. Tnb > . s tc RALRM NC-55 & 56 f p V. '% Kittrel Quad Level 3 Fiber-Optic Cable Project 0.6 0 0.6 Miles Raleigh, NC to Richmond, VA Henderson Quadrangle Sheet 6 of 10 March, 1999 Middleburg Quad ?j ? D t , ?? \? ? ,' / Y 1 ? k?j, kf • \\ . ? y F? ?` 7 , f 't.. F ?,?, ?.?z ` -? ?? F y?? { Trib #3 to Anderson Creek « f .? n RALRM NC 78 ?? r r : J ? i ?' [.. "" : A j [ ' ? ' ? ? _ t t )'` f (. . ? ' .. . /, 9? .. ? ? 1 t = -•1 ? -_ : - - . , / . ? ? , 4 / ? " ! ? dr• ? Y t L t t't `w. r ~ ".-..,,.?,i•+ I.' r ? j ,? / ? .? ILI -4% I•" , 1 '` " c •. Trib #1 to Anderson Creek RALRM NC 76 ` "'??? i ?4 •? , .? ? a ? f ? ? • ? t { }? P r P? r -rc?y? Trib #3 & #4 to Fox Reservoir ''? * !? p? n°[ y. S ?, ( r r RALRM-NC-70 & 71 ? ?? < ? ? f , ? ? • m ? . t 4 Fj X! a t?f t O' q ? , 4 ? r ?1 ?.:.m r'i ' '4 Ta ?'?''rhlzt TY [!" rhfw ? air r _ i 3- 4rrs / T4 5 E?ri}}??'?4 sr, ) Q]? f : ?• ? ! ,; ? 1 l- ifs cy ? ? k 1 ^ ? `? y-?•...;' R fit. ? ?i? ? ? iNC t.. 't7 A } 8 ' +ra yyy ? 0 t ? ,+ E}??r. --kk t ?,i - ...s?•!? .? ? [..yam '. ?G ? ? lf???. ?Yi?„?",? ?? Y _, 1`?4- t?. , is• . ?? ?t ` +dl . t?l "t? } . , ? + ' ".? . T . ? ? ? ? uS' J ? T o ? N Le end Proposed Alignment " ' Quadrangle Boundaries USGS 7.5 : 4 511 County Outlines National Wetland Inventory Level 3 Fiber-Optic Cable Project 0.6 0 0.6 Miles Raleigh, NC to Richmond, VA Vicksboro Quadrangle Sheet 7 of 10 March, 1999 ili) r ?ffiy i y. '§? K r< r `aJ^'? .s°I i !j..' D { S2 s X71„ 4gaz i ( .,t Asa, ? ? • ? _, ?, ? `? , ,i , ? ??'. ? (<: ?.^. •?e ? i. S\ S ? ?`? _ :{ \ , '.r' ? ? .fir , yn?,,,,?- ? ` i ea. }.. '?t r . I 'I d T d ???R rr ti b, . r o ? i ? .r r 9'..{t 51 1 v q t i::. i . " Y, iF, '1?0'40 7t_11 71 7 Le end "Proposed Alignment USGS 7.5' Quadrangle Boundaries 0 County Outlines Vicksboro Quad National Wetland Inventory m a c E 0.6 0 0.6 Miles Bracey Quad I, ?tr It r1J ?`. b Fr ! s? r l: 'V4 l A a L W f ? 1? a7 1 t +a ice` f? T r .+ xC ro 1 ?' I Yz rya`: U ?<f s r } r^'?h { ?5, A S" f r 1: VIA k77N. F ? ? \ 1 •? ? - yy?T Q` c? ? I ? N_ 10 . J a, ?R .51 r? t t ` r q l xy _. f 0.6 0 0.6 Miles Virginia - South Hill Quad Le end Proposed Alignment ?USGS 7.5' Quadrangle Boundaries .? t 3 County Outlines National Wetland Inventory ?`' ?? 4t,,d 7. API "i tFi` {•' a r" 4 f Virginia Border i ? y ? • ,j Mud` } Smith Creek RALRM-NC-95 . J a f? ? ? - S \ F g Warrenton Quad 0.6 0 0.6 Miles EARTH SURFACE DUCT SYSTEM NOTES: I 1 LESS THAN I 3 -0" EITHER 1. ALL TRENCH LINE DIMENSIONS ARE TO BE CONSIDERED MINIMUM. _ ITHER =III-111- I SIDE OF Da&C 2. FOR EXISTING FACILITIES GREATER THAN 72" BELOW GRADE. -' -1 I1=1 I - 1 SEE SECTION 1 PARAGRAPH A OF SPECIFICATIONS. -IIIIIII-i=I 1 3. WHERE THE EXISTING GROUND SURFACE ABOVE THE DUCT SYSTEM 1 IS HIGHER THAN A DITCH BOTTOM WITHIN 3 FEET OF THE DUCT BACKFILL 1 CENTER LINE. MINIMUM CIVER SHALL BE MEASURED FROM THE 1 LOWEST ELEVATION OF THE DITCH BOTTOM SURFACE. SEE DITCH BOTTOM TRENCH DETAIL. THIS SHEET. I III o 4. WHERE THE EXISTING GROUND SURFACE ABOVE THE DUCT SYSTEM WARNING TAPE IS HIGHER THAN A PAVED OR ROADWAY SURFACE WITHIN 8 FEET OF THE DUCT CENTERLINE. MINIMUM COVER SHALL BE MEASURED •,,, FROM THE ELEVATION OF THE PAVED OR ROADWAY SURFACE. SEE = = ROADSIDE TRENCH DETAIL. THIS SHEET. DUCT SYSTEM I 5. TRENCH WIDTH PER SPECIFICATION SECTION 9. `Ow Vf - I - z 6. SLOPE TRENCHES ONLY WHEN NECESSARY TO PREVENT SLIDING SELECT 1- - = OR CAVING. TOE OF SLOPE TO BE A MINIMUM OF 12" ABOVE BACKFILL - 1'_ - TOP OF DUCTS. SE SECTION 9 OF SPECIFICATIONS. _? W1 7. DUCTS SHALL BE INSTALLED BY COLOR PER SPECIFICATION SECTION 2. DITCH BOTTOM TRENCH DUCT SYSTEM EARTH LESS THAN 8'-0" SURFACE 1 I.=1 I I=1 I I=1 1= I I I I I I I I I 111 ' ?-III-1 I I: I I I I I II I II I II„111--?' c ROADWAY OR WARNING _T I III' PAVED SURFACE TAPE i BACKFILL DUCT SYSTEM I I Cr >' oQ I " W =z =W . W I iO I M+ SELECT - j - i BACKFILL - - e ROADSIDE TRENCH HORZ. SCALE Owner 6M Level 3) COMMUNICATIONS connednr Kiewit Network Services Co. EnOlneer. li B Pi4F?SONS ., BFUAMERHW PROPOSED FIBER-OPTIC CABLE PROJECT TYPICAL DRAWING TRENCH CONSTRUCTION SHEET 1 OF 7 N(1TFS 1. PLOW REQUIREMENTS AND DUCT PLACEMENT PER SPECIFICATIONS SECTION 7. 2. BACKFILL AND COMPACTION PER REOUIREMENTS OF SPECIFICATIONS SECTION 12. 3. DISTANCE PF PLOW LINE FROM EDGE OF PAVEMENT OR CURB SHALL MEET THE REOIUREME NTS OF GOVERNING AUTHORITIES AND ROM OWNERS. 4. DUCTS SHALL BE INSTALLED BY COLOR PER REOUIREMENTS OF SPECIFICATIONS SECTION 2. 5. GRADED BACKFILL PER REOUIREMENTS OF SPECIFICATION SECTION 12. TYPICAL TRENCH 0 75 150 HORZ. SCALE Qaner, Level (3)a• COMMUNICATIONS Con'rac;a Kiewit Network Services Co. PROPOSED FIBER-OPTIC CABLE PROJECT TYPICAL DRAWING PLOW CONSTRUCTION SHEET 2 OF 7 Enalixrr. A' &F PARSONS •- •; BRINCKERHOFF w 1- J C) O w wx w~ I n w m O m W 1/ J ,? o C3 x m p d os/Og N C) Q O W Q Q x W Z I- m ° Q° W0 r C) ¢IZ p 0 C)_1ZF-r. w Q o o w - - U woo 2 a zw d o ? r - x w o o O z Q o 0 m W co U,j Mt O J a_ C) U) CY) O ?-- 10 W = X Q Z O V) 1N- O 1- w N W C _f O ^wo z w J ¢ W ? 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ZO O K Z Np J J Q c , J ?O f ? J w UJ U.1 W :z L" J cr V) ¢ Q V)Yp Z a Z L CO J W Z •~-1Q- c W C:) C3 m02 cm co m`!) 2 WED Z NZ OO ¢ Ir- :z pr or ZYZm H m M¢ ~ m? ma c-zz W J zQ O crwmw (C ?a C) ?- z N w ? ~O x N?Nw Q Q r- Z ¢ z Q - ? O m aZ - ocr °- U Z U NC, ° ? N N C:, -1 LLLI zr O NZN- ~ z V)2 W Q U N S W ?H Z r W W W z ¢ 0- CD r NOIlOn81SN00 zz?V)a 00 J 30 S11WIl J z z 0 - a: W WOEX O ¢ mmmmm C) 30NVednlsi a 3o sllwll E: dAl „0-,001 _ _ _ liwll M08 s o i R/W - - / / - - - - Riw I I I I I I I I I I I I I I EDP 0 u; PROPOSED CONDUIT ROUTE 301 (TRENCH OR PLOW)EXISTING PIPE CULVERT DP I I I I I I I I I i I I [ I I i Riw - - - - - - Riw PLAN EXISTING GROUND OVER CONDUIT o c e PROPOSED CONDUIT ? M oZ N ? UNDISTURBED EARTH UNDISTURBED EARTH EXISTING PIPE CROSS SECTION D HORZ. SCALE 62.5 0,TW: (3Ym Level S PROPOSED FIBER-OPTIC CABLE PROJECT ';a"„,a®Kiewit Network Services Co TYPICAL PLAN & CROSS SECTION . TRENCH OVER PIPE SHEET 4 OF 7 P8 PARSONS -„; BRWCKERHOFF R/w - - - o - ? -R/w I I I I I ?1 EXISTING BOX CULVERT EDP EDP 0 v; ROUTE 301 ti EDP PROPOSED CONDUIT (TRENCH OR PLOW) EDP -I I I I I I I I---- PROPOSED BORE I OA q I R/w - - - - - -R/w PLAN EXISTING GROUND OVER CONDUIT 0 ? O PROPOSED CONDUIT W Ak PROPOSED BORE o Z N ? UNDISTURBED EARTH UNDISTURBED EARTH \ EXISTING BOX CULVERT CROSS SECTION 0 62.5 HORZ. SCALE rhmer ? ( l l Leve `.),y PROPOSED FIBER-OPTIC CABLE PROJECT TYPICAL PLAN & CROSS SECTION -n„ac,, . ®Kiewit Network Services Co. TRENCH OVER BOX CULVERT SHEET 5 OF 7 r'V- PB PARSONS ?? BRM CKERHOFF R/W r R/w / / - ----------------- EOP 0 PROPOSED CONDUIT EXISTING PIPE ROUTE 301 PROPOSED CONDUIT ITRENCH OR PLOWI EDP ITRENCH OR PLOW) PROPOSED BORE R/w R/W PLAN EXISTING GROUND OVER CONDUIT PROPOSED CONDUIT ° 0 Q I TRENCH OR PLOW) V/ EXISTING PIPE UNDISTURBED EARTH PROPOSED CONDUIT z UNDISTURBED EARTH r? PROPOSED BORE CROSS SECTION 0 62.5 HORZ. SCALE Level (3Y C O M M U N I CAT 10 N S PROPOSED FIBER-OPTIC CABLE PROJECT co"'acI? ®Kiewit Network Services Co. TYPICAL PLAN & CROSS SECTION BORE UNDER PIPE SHEET 6 OF 7 Engnxxtt P B PARSONS ?; BRHOCKERHOFF s R/W - R/W O 4 ~ EXISTING BOX CULVERT EOP PROPOSED CONDUIT ROUTE 301 PROPOSED CONDUIT PROPOSED BORE (TRENCH OR PLOW) (TRENCH OR PLOW) EOP R/W PLAN EXISTING GROUND OVER CONDUIT PROPOSED CONDUIT O Q PROPOSED CONDUIT (TRENCH OR PLOW) V/ (TRENCH OR PLOW) EXISTING BOX CULVERT UNDISTURBED EARTH,- / UNDISTURBED EARTH / N ? PROPOSED BORE 05 CROSS SECTION HORZ. SCALE Ovmer: Level "BM C O M M U N I CAT 10 N S PROPOSED FIBER-OPTIC CABLE PROJECT con,,-,-:® i C TYPICAL PLAN & CROSS SECTION o. Kiewit Network Serv ces BORE UNDER BOX CULVERT SHEET 7 OF 7 Englnac+r. Pik PARSONS BRINCKEHWOFF , COP) z? x cn C7 `) O U 03 P?-3 00 ?x a H a U H x 0 - I I ', I I I I I I ?WIW IW W'W W W'IW!W W W WIW W WW.W W IW W WW W.W W.W W W'W WW IW W.W W W ?? 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O •--"N M71I?nI? r'oo 0110 --NI M??1V1 ?0 r0001 O ^-' N!M17ju1 ?I?I`fI n nl n' n n nl nl nl n ?IO ?I,? c' o'cal olr r rIr r!rroo ool,oooo oo?oooo?oo'oo oolrn rnlrn rn?rnrnU * IU UU U U U U U U U!U U U'U U U:U U UUU U UU U UU UUIU U U U U UU U U U U UU U U UjUUIU t+, IZ Z'Z Z ZIZ Z Z ZIZ Z Z zlz ZIZ'IZ1Z Z,Z'Z Z z;,ZIZ:Z'zIZ Z'IZ Z ZIZ',,zl1Z''IZ'IZ Z'!zilz',ZIZjZZZIZIZIZIz cL .aa a a a a',? a C24 02? aIa a'?IIa a a1a ?Ia aIa a a C4'ce aIlo? aIW a ?Iala a11?lacl?l'a al? alla aIj X y E N N L U 0) 0) RE: Neuse River Riparian Area Rule: Utility Line Construction This addresses utility line construction in compliance with the Neuse River Riparian Area Rule (15A NCAC 2B.0233) that became effective on July 22, 1997. This letter accompanies the Pre-Construction Notification application required by the U.S. Army Corps of Engineers and the North Carolina Department of Environment and Natural Resources for a Section 404 Nationwide 12 Wetlands Permit and Section 401 Water Quality Certification. The Rule The rule does not allow the removal of existing vegetation in the first 30 feet of land (known as Zone 1) directly adjacent to a stream or other waterbody in the Neuse River Riparian Area, except in certain situations. The rule allows utility crossings if conditions specified in Section 2(e) of the Rule are met and also allows utility corridor construction and stormwater management facilities in Zone 2 of the riparian area as long as conditions specified in Section 2(e) are met and they are located at least 30 feet from the top of bank or mean high water line. The utility crossings, utility corridor construction, and stormwater management facilities are allowed where no practical alternative exists. Section 2(e) states that "a lack of practical alternatives may be shown by demonstrating that, considering the potential for a reduction in size, configuration or density of the proposed activity and all alternative designs, the basic project purpose cannot be practically accomplished in a manner which would avoid or result in less adverse impact to surface waters. Also, these structures shall be located, designed and constructed to have minimal disturbance, to provide maximum nutrient removal and erosion protection, to have the least adverse effects on aquatic life and habitat, and to protect water quality to the maximum extent practical through the use of best management practices". The Project Parsons Brinckerhoff is providing engineering and permitting services for a proposed fiber-optic installation between Raleigh, North Carolina and Richmond, Virginia. The current route through North Carolina begins north of the U.S. Route 1/ N.C. 401 interchange in Raleigh (Wake County) and continues north along U.S. Route 1 through Franklin, Vance and Warren Counties. The fiber-optic cable will be installed underground in existing rights-of-way on the west side of U.S. Route 1 in Wake County. The Neuse River Riparian Area occurs on both sides of U.S. Route 1 in Wake County. All waterway and wetland crossings will be directionally bored to avoid impacts. The project will include temporary vegetation and soil disturbance for an approximate width of 20 feet for the length of the project. The impacts will be self-mitigating as final stabilization and natural re-vegetation occurs. The project will not involve any withdrawal or discharge of water. Please refer to the detailed project description that is enclosed with the Pre-Construction Notification application. Determination of "No Practical Alternatives" Level 3 Communications is a communications and information services company that is building the first international fiber-optic network optimized for Internet technology. The company is currently building a national long-haul network for the transmission of long distance and data traffic from Charlotte to Raleigh, N.C. The company seeks to extend the long-haul network from Raleigh, N.C. to Virginia, and beyond. The majority of Wake County is located within the Neuse River Basin and, as a result, the basic project purpose cannot be practically accomplished that would avoid or result in less impact to surface waters. A change in the proposed running line location to avoid the Neuse River Basin would result in a major change in the project's configuration and scope as the new route would bypass Wake County completely. The placement of the utility line on the west side of U.S. Route 1 in Wake County reflects minimal disturbance of existing utilities, roadways, and adjacent environmental conditions. Further, the project will be located, designed and constructed to have minimal disturbance to waterways in the Neuse River Riparian Area as indicated in the following section. Page 2 Minimal Disturbance to Water Resources The Level 3 Communications project will be located, designed and constructed to have minimal disturbance to waterways and provide maximum water quality protection and erosion protection. The utility line will be placed in disturbed areas within existing roadway rights-of-way. Most of the stream beds and/or wetlands areas will not be impacted by this project due to the placement of the innerduct (conduit) in relationship to the roadway. The innerduct will be placed parallel to the roadway approximately 0-25 feet from the edge of pavement (EOP) depending on the amount and location of existing utilities. The EOP refers to the white line on the roadway, not the actual edge of the pavement or shoulder. Because of the proximity to the edge of pavement, most areas of concern will be avoided. All waterway (stream bed) and wetland crossings will be installed by the directional bore method that allows construction without direct disturbance to the waterway or wetland. This method allows an innerduct to be bored directly under a streambed without disturbing the bed or the banks. The staging area for this type of bore is relatively small compared to a pipeline directional bore. This operation does not require the digging of pits on either side of the stream to facilitate the placement of equipment, as is the case with a jack-and-bore operation. The trenching and plowing method will occur in open areas. Some of the stream crossings involve a box culvert and/or piping which cross the roadway at depths (>6 feet) below the proposed innerduct running line. Other crossings involve a structure which is closer to the roadway (within 6 vertical feet) and the innerduct running line crosses the structure but does not affect the stream bed or adjacent wetlands. In this case, the innerduct will be bored under the existing structure to satisfy the minimum depth requirements. The cable running line will not impact any of the crossings that are pipe and/or box culverts. The project will protect water quality to the maximum extent practical through the use of standard Best Management Practices. In addition, the following mitigation measures are proposed for stream crossings: • The utility line will be located at least 30 feet from the edge of a stream or other waterbody. • The necessary grading and brush clearing of stream banks will take place immediately prior to cable installation to minimize the exposure of bare soil. • Stream bank and floodplain stabilization measures will be immediately implemented upon completion of construction. • Wherever possible, stream crossings will be avoided at a stream bend, in areas of undercut banks, or in areas where the bank is stable. • Uprooting of woody vegetation will be avoided to the greatest extent possible on stream banks by minor rerouting of the cable route location, or by clearing vegetation using equipment which leaves the root system intact (e.g.: chain saw or brushlog). • All grading will be performed in such a way as to minimize the introduction of sediments into streams. • No artificial flow obstruction will be left in the stream bed or channel. • The streambed and banks will be restored to stable contours to allow the establishment of vegetation. • The mitigation measures will be monitored immediately after construction and then weekly until the area is stabilized to check effectiveness and correct any deficiencies. • All handholes will be located outside of stream beds and banks. A handhole (48 inches long by 30 inches wide by 30 inches deep) is a concrete and fiberglass composite structure used to house splices and maintains the cables. The handhole will sit approximately six to 24 Page 3 inches below ground surface and will be placed approximately every 3,600 feet along the network. All staging areas for stream crossings will be kept at least 100 feet away from the stream. No refueling, equipment repair, or lubricating will be allowed within 100 feet of a stream. The only exception would be if a stream was adjacent to a road crossing with limited access and therefore requires such activity. Proper spill containment materials will be used to isolate those activities in order to minimize the risk of potential spills. A Construction Pollution Prevention Plan will be completed and filed with the appropriate agencies prior to any construction activities. • Construction of stream crossings will be performed in accordance with any applicable timing restrictions based on the classification of the waterway and appropriate regulations. • A Soil Erosion and Sediment Control Plan will be submitted to the North Carolina Department of Environment and Natural Resources (Division of Land Resources) for approval before the start of any construction. Summary This letter indicates that there are no practical alternatives for locating the fiber-optic cable project within the Neuse River Riparian Area in Wake County. In compliance with the Neuse River Riparian Area Rules, the Level 3 project will be located, designed, and constructed to have minimal disturbance to waterways, aquatic habitat, and water quality due to its placement within existing, disturbed areas along U.S. Route 1. All waterway and wetland crossings will be installed by the directional bore method that allows construction without direct disturbance to the waterway or wetland. The short duration of the boring will minimize any indirect effects to these areas. The project will not impact or restrict streamflows. The project will not involve any withdrawal or discharge of water. The project will adhere to approved erosion and sediment control plans during construction to minimize soil erosion into adjacent waterways. The project will also protect water quality to the maximum extent practical through the use of mitigation measures and Best Management Practices. - soo 'Ms April 2, 1999 DCN NVXX.S00125 OP Parsons Brinckerhoff Network Services, inc. 7526 Connelley Drive Suite K Hanover, MD 21076 410-689-0400 Fax: 410-689-0486 Mr. Todd Tugwell U.S. Army Corps of Engineers Raleigh Regulatory Field Office 6805 Falls of Neuse Road Suite 120 Raleigh, N.C. 27615 PA?VENIT RECEIVED Re: Request for Approval of Nationwide 12 Permit and Pre- Construction Notification for Stream Crossings in Wake County, North Carolina. Level 3 Fiber-Optic Cable Project City Pair: Raleigh, N.C. to Richmond, VA Dear Mr. Tugwell: Parsons Brinckerhoff Network Services, Inc. (PENS) provides planning, permitting, right-of-way acquisition, project control, and design services for the installation of underground fiber-optic cable for Level 3 Communications (the applicant). PBNS is representing Level 3 Communications in this request for verification that the discharge of dredged or fill material for the construction of a proposed fiber-optic network will meet the requirements of the Section 404 Nationwide 12 Permit Program. Level 3 Communications proposes to directionally bore all wetlands, streams, and other Waters of the United States. The current route through North Carolina begins north of the U.S. Route 1/ N.C. 401 interchange in Raleigh (Wake County) and continues north along U.S. Route 1 through Franklin, Vance and Warren Counties. The fiber-optic cable will be installed underground within existing rights-of-way on the west side of U.S. Route 1 in Wake County. The direct environmental impact of the proposed project will include temporary vegetation and soil disturbance for an approximate width of 20 feet for the length of the project. The impacts will be self-mitigating as final stabilization and natural re-vegetation occurs. All waterway and wetland crossings will be directionally bored to avoid impacts. Minor impact to floodplains will occur during construction, however, impacts will be minimal. The Level 3 project will not threaten water quality standards and uses. The project will not involve any withdrawal or discharge of water and will not impact or restrict streamflows. The Over a Century of Engineering Excellence Mr. Todd Tugwell .r April 2, 1999 Page 2 project will adhere to approved Soil Erosion and Sediment Control plans during construction to minimize soil erosion into adjacent waterways. PBNS is pleased to submit this Pre-Construction Notification for authorization of the installation of fiber-optic cable in North Carolina. We have enclosed supporting documentation including a detailed project description, list of waterway crossings, description of construction techniques, and general mitigation measures for your information. PBNS appreciates your time in considering our request for verification that the Level 3 Communications fiber-optic cable project falls under Nationwide Permit #12 and the approval of the Pre-Construction Notification application. If you have any questions or comments, please contact Robert Boot at (410) 689-0432. Sincerely, PARSONS BRINCKERHOFF NETWORK SERVICES William B. Barkley Jr., P.E. PBNS Area Manager cc: Ms. Jean Manuele, USCOE (Franklin, Vance, and Warren Counties), w/o attachments Mr. John Dorney, North Carolina Division of Environmental Management (7 copies) Attachments (6) List of Attachments (1-original and 1-copy of each): ¦ Pre-Construction Notification Application ¦ Project Description ¦ Project Vicinity Map ¦ USGS Quad Maps ¦ Typical Construction Techniques ¦ Table of Waterway Crossings Over a Century of v -ainrrrinq Excellence S 7y? 'Lv 1Qf? ?y9CV" / April 2,1999 DCN NVXX.S00126 Ms. Jean Manuele U.S. Army Corps of Engineers Raleigh Regulatory Field Office 6805 Falls of Neuse Road Suite 120 Raleigh, N.C. 27615 Parsons Brinckerhoff Network Services, Inc. 7526 Connelley Drive Suite K Hanover, MD 21076 410-689-0400 Far: 410-689-0486 Re: Request for Approval of Nationwide 12 Permit and Pre-Construction Notification for Stream Crossings in Franklin, Vance, and Warren Counties, North Carolina. Level 3 Fiber-Optic Cable Project City Pair: Raleigh, N.C. to Richmond, VA Dear Ms. Manuele: Parsons Brinckerhoff Network Services, Inc. (PBNS) provides planning, permitting, right-of-way acquisition, project control, and design services for the installation of underground fiber-optic cable for Level 3 Communications (the applicant). PBNS is representing Level 3 Communications in this request for verification that the discharge of dredged or fill material for the construction of a proposed fiber-optic network will meet the requirements of the Section 404 Nationwide 12 Permit Program. Level 3 Communications proposes to directionally bore all wetlands, streams, and other Waters of the United States. The current route through North Carolina begins north of the U.S. Route 1/ N.C. 401 interchange in Raleigh (Wake County) and continues north along U.S. Route 1 through Franklin, Vance and Warren Counties. The fiber-optic cable will be installed in existing rights- of-way on the west side of U.S. Route 1 from Raleigh, N.C. to Warrenton Road in Henderson, N.C. (Vance County) and on the east side of U.S. Route 1 from Warrenton Road to the State line. The direct environmental impact of the proposed project will include temporary vegetation and soil disturbance for an approximate width of 20 feet for the length of the project. The impacts will be self-mitigating as final stabilization and natural re-vegetation occurs. All waterway and wetland crossings will be directionally bored to avoid impacts. Minor impact to floodplains will occur during construction, however, impacts will be minimal. The Level 3 project will not threaten water quality standards and uses. The project will not involve any withdrawal or discharge of water and will not impact or restrict streamflows. The project will adhere to approved Soil Erosion and Sediment Control plans during construction to minimize soil erosion into adjacent waterways. Over a Century of Engineering Excellence f Ms. Jean Manuele April 2, 1999 Page 2 PBNS is pleased to submit this Pre-Construction Notification for authorization of the installation of fiber-optic cable in North Carolina. We have enclosed supporting documentation including a detailed project description, list of waterway crossings, description of construction techniques, and general mitigation measures for your information. PBNS appreciates your time in considering our request for verification that the Level 3 Communications fiber-optic cable project falls under Nationwide Permit #12 and the approval of the Pre-Construction Notification application. If you have any questions or comments, please contact Robert Boot at (410) 689-0432. Sincerely, PARSONS BRINCKERHOFF NETWORK SERVICES William B. Barkley Jr., P.E. PBNS Area Manager cc: Mr. Todd Tugwell, USCOE (Wake County), w/o attachments Mr. John Dorney, North Carolina Division of Environmental Management (7 copies) Attachments (6) List of Attachments (1- original and 1-copy of each): ¦ Pre-Construction Notification Application ¦ Project Description ¦ Project Vicinity Map ¦ USGS Quad Maps ¦ Typical Construction Techniques ¦ Table of Waterway Crossings ., •?tury ur April 16, 1999 DCN#: NVXX.S00155 Parsons Brinckerhoff Network Services, Inc. 7526 Connelley Drive Suite K Hanover, MD 21076 410-689-0400 Fax:410-689-0486 l !t ?`,, `" ?ll Mr. John Dorney North Carolina Department of Environment and Natural Resources Division of Water Quality 4401 Reedy Creek Road Raleigh, North Carolina 27607 Subject: Pre-Construction Notification for Stream Crossings in Wake, Franklin, Vance and Warren County, North Carolina. Level 3 Fiber-Optic Cable Project City Pair: Raleigh, N.C. to Richmond, VA Dear Mr. Dorney: Enclosed please find check #386185 for the application fee ($475.00) of the above mentioned fiber optic cable project. If you have any questions or comments, please don't hesitate to call me at (410) 689-0432. Sincerely, Parsons Brinckerhoff Network Services Robert A. Boot Jr. Environmental Permitting Agent Attachments (2) Check #386185 for $475.00 Original Application Dated April 2, 1999 (DCN# NVXX.S00127) Parsons 7526 Connelley Drive - e - BrinckerhoH Suite K ?- __- Network Hanover, MD 21076 Services, Inc. 410 689 0400 Fax: 410-689-0486 IGO YEAR: 1 April 2, 1999 DCN NVXX.S00127 Mr. John Dorney North Carolina Department of Environment and Natural Resources Division of Water Quality 4401 Reedy Creek Road Raleigh, North Carolina 27607 RE. Pre-Construction Notification for Stream Crossings in Wake, Franklin, Vance and Warren County, North Carolina. Level 3 Fiber-Optic Cable Project City Pair: Raleigh, N.C. to Richmond, VA Dear Mr. Dorney: Parsons Brinckerhoff Network Services, Inc. (PBNS) provides planning, permitting, right-of-way acquisition, project control, and design services for the installation of underground fiber-optic cable for Level 3 Communications (the applicant). Please find enclosed, for your review, seven (7) copies of the Pre-Construction Notification application and supporting documentation that was submitted to the U.S. Army Corps of Engineers for approval. PBNS is representing Level 3 Communications in this request for verification that the discharge of dredged or fill material for the construction of a proposed fiber-optic network will meet the requirements of the Section 404 Nationwide 12 Permit Program and Section 401 Water Quality Certification. Level 3 Communications proposes to directionally bore all wetlands, streams, and other Waters of the United States. The current route through North Carolina begins north of the U.S. Route 1/ N.C. 401 interchange in Raleigh (Wake County) and continues north along U.S. Route 1 through Franklin, Vance and Warren Counties. The fiber-optic cable will be installed in existing rights-of- way on the west side of U.S. Route 1 from Raleigh, N.C. to Warrenton Road in Henderson, N.C. (Vance County) and on the east side of U.S. Route 1 from Warrenton Road to the State line. The direct environmental impact of the proposed project will include temporary vegetation and soil disturbance for an approximate width of 20 feet for the length of the project. The impacts will be self-mitigating as final stabilization and natural re-vegetation occurs. All waterway and wetland crossings will be directionally bored to avoid impacts. Minor impact to floodplains will occur during construction, however, impacts will be minimal. Over a Centm v o Fngineerin y F" ..'d® Mr. John Dorney April 2, 1999 Page 2 The Level 3 project will not threaten water quality standards and uses. The project will not involve any withdrawal or discharge of water and will not impact or restrict streamflows. The project will adhere to approved Soil Erosion and Sediment Control plans during construction to minimize soil erosion into adjacent waterways. PBNS is pleased to submit this Pre-Construction Notification for authorization of the installation of fiber-optic cable in North Carolina. We have also enclosed a letter requesting compliance approval with the Neuse River Riparian Area Rule (15A NCAC 213.0233) that became effective on July 22, 1997. PBNS appreciates your time in reviewing the Pre-Construction Notification application, supporting documentation, and the Neuse River Riparian Area Compliance Letter. If you have any questions or comments, please contact Robert Boot at (410) 689-0432. Sincerely, PARSONS BRINCKERHOFF NETWORK SERVICES William B. Barkley Jr., P.E. PBNS Area Manager cc: Mr. Todd Tugwell, USCOE (Wake County), w/o attachments Ms. Jean Manuele, USCOE (Franklin, Vance, and Warren Counties), w/o attachments Attachments (7) List of Attachments (7 copies of each): ¦ Copies of the Pre-Construction Notification Application ¦ Project Description ¦ Project Vicinity Map ¦ USGS Quad Maps ¦ Typical Construction Techniques ¦ Table of Waterway Crossings ¦ Neuse River Riparian Area Compliance Letter -- 100 IF-' April 2, 1999 DCN NVXX.S00127 Parsons Brinkerhoff Network Services, Inc. Mr. John Dorney North Carolina Department of Environment and Natural Resources Division of Water Quality 4401 Reedy Creek Road Raleigh, North Carolina 27607 7526 Connelley Drive Suite K Hanover, MD 21076 410-689-0400 Fax: 410-689-0486 RE. Pre-Construction Notification for Stream Crossings in Wake, Franklin, Vance and Warren County, North Carolina. Level 3 Fiber-Optic Cable Project City Pair. Raleigh, N.C. to Richmond, VA Dear Mr. Dorney: Parsons Brinckerhoff Network Services, Inc. (PBNS) provides planning, permitting, right-of-way acquisition, project control, and design services for the installation of underground fiber-optic cable for Level 3 Communications (the applicant). Please find enclosed, for your review, seven (7) copies of the Pre-Construction Notification application and supporting documentation that was submitted to the U.S. Army Corps of Engineers for approval. PBNS is representing Level 3 Communications in this request for verification that the discharge of dredged or fill material for the construction of a proposed fiber-optic network will meet the requirements of the Section 404 Nationwide 12 Permit Program and Section 401 Water Quality Certification. Level 3 Communications proposes to directionally bore all wetlands, streams, and other Waters of the United States. The current route through North Carolina begins north of the U.S. Route 1/ N.C. 401 interchange in Raleigh (Wake County) and continues north along U.S. Route 1 through Franklin, Vance and Warren Counties. The fiber-optic cable will be installed in existing rights-of- way on the west side of U.S. Route 1 from Raleigh, N.C. to Warrenton Road in Henderson, N.C. (Vance County) and on the east side of U.S. Route 1 from Warrenton Road to the State line. The direct environmental impact of the proposed project will include temporary vegetation and soil disturbance for an approximate width of 20 feet for the length of the project. The impacts will be self-mitigating as final stabilization and natural re-vegetation occurs. All waterway and wetland crossings will be directionally bored to avoid impacts. Minor impact to floodplains will occur during construction, however, impacts will be minimal. Over a Century of Engineering Excellence foot-) Mr. John Dorney April 2, 1999 Page 2 The Level 3 project will not threaten water quality standards and uses. The project will not involve any withdrawal or discharge of water and will not impact or restrict streamflows. The project will adhere to approved Soil Erosion and Sediment Control plans during construction to minimize soil erosion into adjacent waterways. PBNS is pleased to submit this Pre-Construction Notification for authorization of the installation of fiber-optic cable in North Carolina. We have also enclosed a letter requesting compliance approval with the Neuse River Riparian Area Rule (15A NCAC 213.0233) that became effective on July 22, 1997. PBNS appreciates your time in reviewing the Pre-Construction Notification application, supporting documentation, and the Neuse River Riparian Area Compliance Letter. If you have any questions or comments, please contact Robert Boot at (410) 689-0432. Sincerely, PARSONS BRINCKERHOFF NETWORK SERVICES "?J: i X? - William B. Barkley Jr., P.E. PBNS Area Manager cc: Mr. Todd Tugwell, USCOE (Wake County), w/o attachments Ms. Jean Manuele, USCOE (Franklin, Vance, and Warren Counties), w/o attachments Attachments (7) List of Attachments (7 copies of each): ¦ Copies of the Pre-Construction Notification Application ¦ Project Description ¦ Project Vicinity Map ¦ USGS Quad Maps ¦ Typical Construction Techniques ¦ Table of Waterway Crossings ¦ Neuse River Riparian Area Compliance Letter river a Cenrury of C •inin?e,inp ExceNence DWQ ID: CORPS ACTION ID: NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT #): NWP 12 PRE-CONSTRUCTION NOTIFICATION APPLICATION FOR NATIONWIDE PERMITS THAT REQUIRE: 1) NOTIFICATION TO THE CORPS OF ENGINEERS 2) APPLICATION FOR SECTION 401 CERTIFICATION 3) COORDINATION WITH THE NC DIVISION OF COASTAL MANAGEMENT SEND THE ORIGINAL AND (1) COPY OF THIS COMPLETED FORM TO THE APPROPRIATE FIELD OFFICE OF THE CORPS OF ENGINEERS (SEE AGENCY ADDRESSES SHEET). SEVEN (7) COPIES SHOULD BE SENT TO THE N.C. DIVISION OF WATER QUALITY, ATTN: JOHN DORNEY, 4401 REEDY CREEK ROAD, RALEIGH, N.C. 27607. PLEASE PRINT OR TYPE. 1. OWNERS NAME: Level 3 Communications, LLC 2. MAILING ADDRESS: 14023 Denver West Parkway, 2nd Floor CITY: Golden, STATE: CO ZIP CODE: 80401-3107 ATTN: Robert Glowezensky, Contract Manager PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM MAILING ADDRESS ABOVE): Linear fiber-optic cable project beginning near the U.S. Route 1 and N.C. 401 interchange in Raleigh (Wake County) and continuing north along U.S. Route 1 through Franklin, Vance and Warren Counties along existing roadway rights-of-way. 3. TELEPHONE NUMBER: (HOME) N/A (WORK) (303) 215-8500 4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS, PHONE NUMBER: Parsons Brinckerhoff Network Services Inc., 7526 Connelley Drive, Suite K Hanover MD 21076, (410) 689-0400 LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC MAP OR AERIAL PHOTOGRAPHY WITH SCALE): COUNTY: Raleigh, Franklin, Vance, Warren NEAREST TOWN OR CITY: Raleigh, N.C. SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ETC.): Linear fiber-optic cable voiect beginning _near the U.S. Route 1 and N.C. 401 interchange in Raleigh (Wake County) and continuing north along U.S. Route 1 through Franklin, Vance and Warren Counties along existing roadway rights-of-way. Refer to attached supporting documentation. 6. IMPACTED OR NEAREST STREAM/RIVER: Refer to attached supporting documentation. RIVER BASIN: Refer to attached supporting documentation. 7a. IS PROJECT LOCATED NEAR WATER CLASSIFIED AS TROUT, TIDAL SALTWATER (SA), HIGH QUALITY WATERS (HQW), OUTSTANDING RESOURCE WATERS (ORW), WATER SUPPLY (WS-I, OR WS-II)? YES [ ] NO [X] IF YES, EXPLAIN: 7b. IS THE PROJECT LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL MANAGEMENT AREA OF ENVIRONMENTAL CONCERN (AEC)? YES [ ] NO [X] 7c. IF THE PROJECT IS LOCATED IN A COASTAL COUNTY (SEE PAGE 7 FOR LIST OF COASTAL COUNTIES), WHAT IS THE LAND USE PLAN (LUP) DESIGNATION? Not Applicable 8a. HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON THIS PROPERTY? YES [ ] NO [X] IF YES, PROVIDE ACTION I.D. NUMBER OF PREVIOUS PERMIT AND ANY ADDITIONAL INFORMATION (INCLUDE PHOTOCOPY OF 401 CERTIFICATION): 8b. ARE ADDITIONAL PERMIT REQUESTS EXPECTED FOR THIS PROPERTY IN THE FUTURE? YES [ X ] NO [ ] IF YES, DESCRIBE ANTICIPATED WORK: An associated facility for the project required at a later time is an in-line amplification station (ILA). The ILA is expected to be located on a (vet undetermined) 5-acre site near Wise, N.C. in Warren County. All Federal State and Local permits and requirements will be complied with. The buildings are prefabricated and fully assembled before installation. There is no noise associated with the ILA except during periods of power outage when an emergency generator is activated. 9a. ESTIMATED TOTAL NUMBER OF ACRES IN TRACT OF LAND: The project will disturb approximately 388 acres of land. 9b. ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE: The fiber-optic cable will be installed on the west side of U.S. Route 1 between Raleigh, N.C. and Warrenton Road in Henderson N.C. (Vance County) and on the east side of U.S. Route 1 from Warrenton Road to the State line. The project will cross approximately 0.56 acres of wetlands. However, since all wetlands and waterways will be directionally bored, no effects to wetlands are expected 2 10a. NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY: FILLING: 0 EXCAVATION: 0 FLOODING: 0 OTHER: DRAINAGE 0 0 TOTAL ACRES TO BE IMPACTED: 0 10b. (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF RELOCATED, PROVIDE DISTANCE BOTH BEFORE AND AFTER RELOCATION: LENGTH BEFORE: Not Applicable FT AFTER: Unchanged FT WIDTH BEFORE (based on normal high water contours): Not Applicable FT WIDTH AFTER: Unchanged FT AVERAGE DEPTH BEFORE: Not Applicable FT AFTER: Unchanged FT (2) STREAM CHANNEL IMPACTS WILL RESULT FROM: (CHECK ALL THAT APPLY) OPEN CHANNEL RELOCATION: REPLACEMENT OF PIPE IN CHANNEL: CHANNEL EXCAVATION: CONSTRUCTION OF A DAM/FLOODING: OTHER: 11. IF CONSTRUCTION OF A POND IS PROPOSED, WHAT IS THE SIZE OF THE WATERSHED DRAINING TO THE POND? Not Applicable WHAT IS THE EXPECTED POND SURFACE AREA? Not Applicable 12. DESCRIPTION OF PROPOSED WORK INCLUDING DISCUSSION OF TYPE OF MECHANICAL EQUIPMENT TO BE USED (ATTACH PLANS: 8 %" X 11" DRAWINGS ONLY): See attached project description. 13. PURPOSE OF PROPOSED WORK: See attached project description 3 14. STATE REASONS WHY IT IS BELIEVED THAT THIS ACTIVITY MUST BE CARRIED OUT IN WETLANDS (INCLUDE ANY MEASURES TAKEN TO MINIMIZE WETLAND IMPACTS): No wetlands will be impacted The project involves the installation of fiber-optic cable between Raleigh N.C. and Virginia All waterways crossed by the project will be directionally bored. Please refer to the attached project description. 15. YOU ARE REQUIRED TO CONTACT THE U. S. FISH AND WILDLIFE SERVICE (USFWS) AND/OR NATIONAL MARINE FISHERIES SERVICE (NMFS) (SEE AGENCY ADDRESSES SHEET) REGARDING THE PRESENCE OF ANY FEDERALLY LISTED OR PORPOSED FOR LISTING ENDANGERED OR THREATENED SPECIES OR CRITICAL HABITAT I NTHE PERMIT AREA THAT MAY BE AFFECTED BY THE PROPOSED PROJECT. DATE CONTACTED: Not required for NWP 12 per U.S.COE instructions. 16. YOU ARE REQUIRED TO CONTACT THE STATE HISTORIC PRESERVATION OFFICER (SHPO) REGARDING THE PRESENCE OF HISTORIC PROPERTIES IN THE PERMIT AREA WHICH MAY BE AFFECTED BY THE PROPOSED PROJECT. DATE CONTACTED: Not required for NWP 12 per U.S. COE instructions. 17. DOES THE PROJECT INVOLVE AN EXPENDITURE OF PUBLIC FUNDS OR THE USE OF . PUBLIC (STATE) LAND? YES [ X ] NO [ ] (IF NO, GO TO 18) a. IF YES, DOES THE PROJECT REQUIRE PREPARATION OF AN ENVIRONMENTAL DOCUMENT PURSUANT TO THE REQUIREMENTS OF THE NORTH CAROLINA ENVIRONMENTAL POLICY ACT? YES[ ] NO [X] b. IF YES, HAS THE DOCUMENT BEEN REVIEWED THROUGH THE NORTH CAROLINA DEPARTMENT OF ADMINISTRATION STATE CLEARINGHOUSE? YES[ ] NO [ ] IF ANSWER TO 17b IS YES, THEN SUBMIT APPROPRIATE DOCUMENTATION FROM THE STATE CLEARINGHOUSE WITH THE NORTH CAROLINA ENVIRONMENAL POLICY ACT. QUESTIONS REGARDING THE STATE CLEARING HOUSE REVIEW PROCESS SHOULD BE DIRECTED TO MS. CHRYS BAGGETT, DIRECTOR STATE CLEARINGHOUSE, NORTH CAROLINA DEPARTMENT OF ADMINISTRATION, 116 WEST JONES STREET, RALEIGH, NORTH CAROLINA 27603-8003. TELEPHONE (919) 733-6369. 4 18. THE FOLLOWING ITEMS SHOULD BE INCLUDED WITH THIS APPLICATION IF PROPOSED ACTIVITY INVOLVES THE DISCHARGE OF EXCAVATED OR FILL MATERIALS INTO WETLANDS: a. WETLAND DELINEATION MAP SHOWING ALL WETLANDS, STREAMS, LAKES, AND PONDS ON THE PROPERTY (FOR NATIONWIDE PERMIT NUMBERS 14, 18, 21, 26, 29, AND 38). ALL STREAMS (INTERMITTENT AND PERMANENT) ON THE PROPERTY MUST BE SHOWN ON THE MAP. MAP SCALES SHOULD BE 1 INCH EQUALS 50 FEET OR 1 INCH EQUALS 100 FEET OR THEIR EQUIVALENT. b. IF AVAILABLE, REPRESENTATIVE PHOTGHAPH OF WETLANDS TO BE IMPACTED BY PROJECT. c. IF DELINEATION WAS PERFORMED BY A CONSULTANT, INCLUDE ALL DATA SHEETS RELEVANT TO THE PLACEMENT OF THE DELINEATION LINE. d. ATTACH A COPY OF THE STORMWATER MANAGEMENT PLAN IF REQUIRED. e. WHAT IS LAND USE OF SURROUNDING PROPERTY? IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL? Not Applicable g. SIGNED AND DATED AGENT AUTHORIZATION LETTER, IF APPLICABLE. NOTE: WETLANDS OR WATERS OF THE U. S. MAY NOT BE IMPACTED PRIOR TO: 1) ISSUANCE OF A SECTION 404 CORPS OF ENGINEERS PERMIT, 2) EITHER THE ISSUANCE OR WAIVER OF A 401 DIVISION OF WATER QUALITY CERTIFICATION, AND 3) (IN THE TWENTY COASTAL COUNTIES ONLY), A LETTER FROM THE NORTH CAROLINA DIVISION OF COASTAL MANAGEMENT STATING THE PROPOSED ACTIVITY IS CONSISTENT WITH THE NORTH CAROLINA COASTAL MANAGEMENT PROGRAM. JE4i??, . "z. '/'/' ?' OWNER'S/AGENT'S SIGNAT DATE (AGENT'S SIGNATURE VALID ONLY IF AUTHORIZATION LETTER FROM FROM THE OWNER IS PROVIDED). Level (3)- CGKAUNicATle.t August 26, 1998 Ms. Lucy Bowen 14023 Denver West Parkway Golden, CO 80401 Dear Ms. Bowen: This is an official written authorization from Level 3 Communications for Parsons Brinckerhoff (PB) and its agents to apply for appropriate use and construction permits and environmental clearances on behalf of Level 3 Communications in conjunction with our long distance network. Level 3 Compunicatippe By: Title: V' P' Construction Engineering 10434 Denwr West Parkway, Golden, CO 80401 (303) Z15-8364 Fax (303) 215-8500 LEVEL 3 COMMUNICATIONS FIBER-OPTIC CABLE PROJECT RALEIGH, N.C. TO RICHMOND, VA PROJECT DESCRIPTION Project Purpose & Description: Level 3 Communications is building the first international fiber-optic network optimized for Internet technology. The company is currently installing a nationwide long-haul network for the transmission of long distance communications and data traffic. Currently, PBNS is designing a segment from Raleigh, N.C. to Richmond, VA. The project will install the fiber-optic network underground within existing roadway rights-of-way. This portion of the network will begin north of the U.S. Route 1/ N.C. 401 interchange in Raleigh (Wake County) and continues north along U.S. Route 1 through Franklin, Vance and Warren Counties. The route will continue north to, and eventually beyond, Richmond, Virginia. The majority of the fiber-optic line will be located along the western portion or north-bound lane of U.S. Route 1 between Raleigh, N.C. and Warrenton Road in Henderson, N.C. (Vance County). However, due to existing utilities and physical features of the route, the line does change to the eastern portion or south-bound lane between Warrenton Road and the State line. Enclosed are project vicinity maps as well as USGS Quad Maps of the route. The project will cross several streams and waterways along the route. The details of the crossings affected by the project are contained in the attached Table of Waterway Crossings. Proposed Construction Methods: The fiber-optics network will consist of a set of 12 innerducts (conduits) made of inert material such as PVC (polyvinyl chloride) or HDPE (high-density polyethylene). Each innerduct is approximately 1.25 inches in diameter and will be placed a minimum of 42 inches below ground surface. After innerduct burial, fiber-optic cable is pulled through and spliced at handholes. A handhole (48 inches long by 30 inches wide by 30 inches deep) is a concrete and fiberglass composite structure used to house splices and maintain the cables. The handhole will sit approximately six to 24 inches below ground surface and will be placed approximately every 3,600 feet along the network. The project will use the directional boring construction method for all waterway, tidal or nontidal crossings. This method allows an innerduct to be bored directly under a streambed without disturbing the bed or the banks. The staging area for this type of bore is relatively small compared to a pipeline directional bore. This operation does not require the digging of pits on either side of the stream to facilitate the placement of equipment, as is the case with a jack and bore operation. The only potential impact is the possibility of a leakage (frac-out) of the cutting and lubricating fluid (a non-toxic bentonite clay or similar material). The small size of the bore hole and the limited amount of cutting and lubricating fluid used reduce the risk of in-stream leakage. Regardless, fluid flow controls will be available to seal the leakage quickly, and spill containment material will be on-site. Fluid flow controls are intumescent materials that will be injected into the bore hole to seal the leakage quickly. Typical drawing 3 of 7 depicts installation of innerduct by the directional bore construction method. Other types of construction for the project include trenching and plowing. Open trench construction involves excavating a width of 12 inches and a cover depth at least 42 inches. Equipment may vary but will include a track hoe, a rubber tire backhoe or chain trenchers. The innerduct is placed in the trench and, as the backhoe excavates ahead, sidecast material is back filled into the trench. Restoration will be complete within 2 days and includes placement of select fill material compacted utilizing existing material provided the material is free from rock and debris. The surface will be regraded to conform to surrounding contours and restored as appropriate. Typical drawing 1 of 7 details typical trenching construction. Direct burial cable plow technology uses a tracked bulldozer fitted with a cable reel on the front end and a cable plow on the back end. In most areas, only one equipment pass through the area is necessary. The cable plow is a single, straight-shafted blade, which opens a narrow trench about 12 inches wide and four feet deep. The innerduct is continually placed in the trench, and as the plow moves ahead the trench closes behind the plow. The plow leaves behind a small ridge of material approximately 12 inches above the original ground surface and a small open slot about 6 inches wide and 1 foot deep. The project will restore this disturbance within two days as part of the cleanup process. Typical drawing 2 of 7 depicts a typical plow construction. Potential Impacts: The fiber-optic cable will be placed in disturbed areas within existing roadway rights-of- way. All waterway and wetland crossings will be installed by the directional bore method that allows construction without direct disturbance to the waterway or wetland. The trenching and plowing methods will occur in open areas. Wetland delineations were not performed for the design and application portion of the project. Wetlands will be verified and flagged in the field prior to construction. Any wetlands encountered during construction will be directionally bored as discussed in the previous section. Most of the stream beds and/or wetlands areas will not be impacted by this project due to the placement of the innerduct in relationship to the roadway. The innerduct will be placed parallel to the roadway approximately 0-25 feet from the edge of pavement (EOP) depending on the amount and location of existing utilities. The drawings indicate proposed placement of the underground cable in relationship to edge of pavement (EOP). Throughout the application, EOP refers to the white line on the roadway, not the actual edge of the pavement or shoulder. Because of the proximity to the edge of pavement, most areas of concern will be avoided. Some of the stream crossings involve a box culvert and/or piping which cross the roadway at depths (>6 feet) below the proposed innerduct running line. Other crossings involve a structure which is closer to the roadway (within 6 vertical feet) and the innerduct running line crosses the structure but does not affect the stream bed or adjacent wetlands. In this case, the innerduct will be bored under the existing structure to satisfy the minimum depth requirements. The fiber-optic running line will not impact any of the crossings that are pipe and/or box culverts. The project will not involve any withdrawal or discharge of water. The cable will be placed in disturbed areas along existing roadway rights-of-way and will not impact or restrict streamflows. All waterway and wetland crossings will be installed by the directional bore method that allows construction without direct disturbance to the waterway or wetland. The short duration of the boring will minimize any indirect effects to these areas. The project will adhere to approved erosion and sediment control plans during construction to minimize soil erosion into adjacent waterways. General Mitigation Measures: a. The necessary grading and brush clearing of stream banks will take place immediately prior to cable installation to minimize the exposure of bare soil. b. Stream bank and floodplain stabilization measures will be immediately implemented upon completion of construction. c. Wherever possible stream crossings will be avoided at a stream bend, in areas of undercut banks, or in areas where the bank is unstable. d. Uprooting of woody vegetation will be avoided to the greatest extent possible on stream banks by minor rerouting of the cable route location, or by clearing vegetation using equipment which leaves the root system intact (e.g., chain saw or brushlog). e. All grading will be performed in such a way as to minimize the introduction of sediments into streams. f. No artificial flow obstructions will be left in the streambed or channel. g. The streambed and banks will be restored to stable contours to allow the establishment of vegetation. h. The mitigation measures will be monitored immediately after construction and then weekly until the area is stabilized to check effectiveness and correct any deficiencies. i. All handholes will be located outside of streambeds and banks. j. All staging areas for stream crossings will be located at least 100 feet away from the stream. No refueling, equipment repair, or lubricating will be allowed within 100 feet of a stream. The only exception would be if a stream was found adjacent to a road crossing with limited access and therefore requires such activity. Proper spill containment materials will be used to isolate those activities in order to minimize the risk of potential spills. A Construction Pollution Prevention Plan will be completed and filed with appropriate agencies prior to any construction activities. k. Construction of stream crossings will be performed in accordance with any applicable timing restrictions based on the classification of the waterway and the appropriate regulations. ATTACHMENTS Project Vicinity Map Table of Waterway Crossings Raleigh East Quadrangle Map - Sheet 1 of 10 Wake Forest Quadrangle Map - Sheet 2 of 10 Grissom Quadrangle Map - Sheet 3 of 10 Franklinton Quadrangle Map - Sheet 4 of 10 Kittrel Quadrangle Map - Sheet 5 of 10 Henderson Quadrangle Map - Sheet 6 of 10 Vicksboro Quadrangle Map - Sheet 7 of 10 Middleburg Quadrangle Map - Sheet 8 of 10 Warrenton Quadrangle Map - Sheet 9 of 10 Bracey Quadrangle Map - Sheet 10 of 10 Typical Drawing - Trench Construction - Sheet 1 of 7 Typical Drawing - Plow Construction - Sheet 2 of 7 Typical Drawing - Bore Construction - Sheet 3 of 7 Typical Plan View & Cross Section Drawing - Trench over Pipe - Sheet 4 of 7 Typical Plan View & Cross Section Drawing - Trench over Box Culvert - Sheet 5 of 7 Typical Plan View & Cross Section Drawing - Bore under Pipe - Sheet 6 of 7 Typical Plan View & Cross Section Drawing - Bore under Box Culvert - Sheet 7 of 7 Q :swh 'hrx.-Gn I. mrnuntty ft" . - CmGo n • f 5.e?f tc?von Huntsboru .1 /Oroy¦ta" An•II Lbrbt • 14rduns ` fs Road • s'/ • N ?j M.misduh• r rwr Adcock Ctonroads CArnvll• - ? ?•? Vck¦boro • Cr?•k ? WNdonf MII - Wtlklrts l.n?i 2' • Inez •CkAwsm "M k¦non oil y Ickwwt ?FI me" Provid p•y !p'ry" Ahrt F¦IrpoR j ?ShovflY - KtkC O Ju"k. Coll Klttrell p obp1R y tern •r RMr m%y Ford Oupuon E° fi 4-Ile e•ids MO~ r a',Knw YAbn ? ? ?NhIY¦ l ?Mitchms Cro¦sm¦d¦ •HhJuory Rock ll tw klird uishurp .? , Btsanps Cro•wvd¦ Poconvks F. Kth>rAIN Frankth Cattali¦ e1EE 1 .. , GM¦om • ?,,?f M,_? ndy P+¦h ?• UnCtsb/?lorrsM N¦kn•w¦ 'k' k r , lw; t } Dow" M69fo~ AM* Younpsvilte TR R"'r Msq.ro+ y? Mays t:rossnaob sa. • W89 A.Metion Ar•t ?in7 ..t R• not ' • _ I y [d«sMTd. Cros¦ro•ds• i liwlb Hal' ke Foos Crostrttds u. Crormdi R sror• P Bunn; M II¦ x1Mm ?j i. HO" ynn •ne ¦? Wlle. I ?Rar "non k- t? Whhe0 Us¦vilh - .?LASS ptucs• D¦dd'y"10 ? *OW 9pdog am Forlu a ? Lsrnm Cm vwds ' use ? FowNn C10,414 ?TsrMS Gdd WMy Nwr¦s ¦ Woke Crossrdds MOO" Rocky Start of Project •Ft.:wC '°'°'' M ?S, * t Social Pie • 4Sr NMt e ( nart N•W Mops Pt C,."-d. ?. ? t7sr bulon MGn • ty WWNnGrdw Kniphtdak Ea Roc ' M >r. Clomwook" °i • 1 N! on yi . 'sbtdf. 1 r f hhy aadt ? s f ', M ;.,., 1. • Paltrw ?'D'•^ '}.-. aNWls ? PrWI ¦t • i ?' ?' >t ±t?i $.. sounn . ' "' Arm - - - - '? Pol tsle ? • : iun LM• • LYE' Fv'? --•. .. n ? 0•ANb• 41lbo.un¦sb- Virginia Border • Wise •C.0I1'?A71? .1hWCh Hill .1ullocos Psrk Dwwry r tovall • Bulloe - IM YYtrren Pghf • tlstt+rr,tdkr A 7rNi '` ' _.... 1, 1•b' • r•• i Hcks Crswrs Wlll mlbam ;7¦cksonhh" R ay ' Manson HN Kra Cro„m¦d. • Swl Cdy W t ? v J, - a en on Wm t 9 .nn. FI¦t ROCk Darl• Ilrs n1011 • V 0 60 120 Miles 0.6 0 0.6 Miles Wake Forest Quad Level 3 Fiber-Optic Cable Project Raleigh, NC to Richmond, VA Raleigh East Quadrangle Sheet 1 of 10 March, 1999 Grissom Quad fiend Proposed Alignment USGS 7.5' Quadrangle Boundaries County Outlines National Wetland Inventory i Richland Creek L ,Z \. , Y •. Z. K. ? -AA .1 Neuse Y River RALR 1 ? RALRM-NC-B N. Tribs to Peny Creek RALRM-NC-p Ik 7 {h .:. C ' . Perry reek RALRM-M ?.. - f Raleigh East Quad ' y. A 0.6 0 0.6 Miles Level 3 Fiber-Optic Cable Project Raleigh, NC to Richmond, VA Wake Forest Quadrangle Sheet 2 of 10 March, 1999 cy/-"l, ?-.,, a r Y C LL 0.6 0 0.6 Miles Level 3 Fiber-Optic Cable Project Raleigh, NC to Richmond, VA Grissom Quadrangle Sheet 3 of 10 March, 1999 Kittrel Quad s'ue'' • i A"Cl: 60 Cedar Creek 111 . / . N `:-? } , + ? S. Trib #3 to Cedar Creek t ' RALRM-NC-24 1 I , a•e I ? _J 1' ? .? J - I T r Le end r" Proposed Alignment ' -:.. x Quadrangle Bound USGS 7.5 aries County Outlines ® National Wetland Inventory Level 3 Fiber-Optic Cable Project 0.6 0 0.6 Miles Raleigh, NC to Richmond, VA Franklinton Quadrangle Sheet 4 of 10 March, 1999 Henderson Quad 0.7 0 0.7 Miles Level 3 Fiber-Optic Cable Project Raleigh, NC to Richmond, VA Kittrel Quadrangle Sheet 5 of 10 March, 1999 tend Proposed Alignment's USGS 7.5' Quadrangle Boundaries County Outlines National Wetland Inventory t f c. •?r ? V ??1 S 1! 4 ' J ? ? ? " ? .r Sandy Creek & Trib RALRM-NC-66 & 67 : ? t "? r"` r ' ' "' A A LP....., P 8 1 µ? /t_ t """a'' Wow, , \ p . t Q r r lg ? x..' 'S? Jr ) !? fj p '4Tl" ,tps a ,^f ..+! •1° 'P. Nl? n 7T M .?? ,, V } It \?. L?i ? : q•tiS "y'?.1 ?f ?? vi k ??'9n E 'G' w 1516 p ? L ,?, , ? Mpy? `S'1t•?, ?{ i _„ ?0' d ? p '''t!" r8.s' ? y ??i??1,1 t?•'f "v1 • : 'I?.? . ? ? . ? ? c. p V, it. NJ "Al P9 6Y} f 'fit T+sr ?'s ?? i? . x- ------------ v I 10 a 0 YS U 0.6 0 0.6 Miles Middleburg Quad CO f s. S ;i, ? - ?? ^y a?,- c. '•?"--• it'/ ' rl ?}'.. i 1.?':, ?. .t ? ? s ??y '?t' ? 'T 1 s ,t?'t %?-X ?• .. 3?: c. Trib #3 to Anderson Creek RALRM-NC-78 .tom '7 •T L ' ; }h y Trib #1 to Anderson Creek yy k RALRM-NC-76 Ss yi tj rk?a y? { Y 4 ?•? `tF ? , air f 'rib #3 & #4 to Fox Reservoir T , y r• , r RALRM NC-70 & 71 ky 71 ax F i }} •4 A' '4. bM' .? ?V k vJ?.• - _ r `? • s \ M AI ? S I ; A i .? . l ;t ice"', ? .fir ?, ? •? .Y d`, j ,F ,. ? • ` •8 ? I r • L t !3 Legend ?AWProposedAlignrrlent USGS 7.5 Quadrangle Boundaries 0 County Outlines National Wetland Inventory 0.6 0 0.6 Miles Level 3 Fiber-Optic Cable Project Raleigh, NC to Richmond, VA ; Vicksboro Quadrangle Sheet 7 of 10 March, 1999 . f i A,M 1 a IV- : ... ? T i . . f Le end F Proposed Alignment ? ' J Quadrangle Boundaries USGS 7.5 County Outlines Vicksboro Quad O National Wetland Inventory Level 3 Fiber-Optic Cable Project 0.6 0 0.6 Miles Raleigh, NC to Richmond, VA Middleburg Quadrangle Sheet 8 of 10 March, 1999 Bracey Quad v A 7 d V v E 0.6 0 0.6 Miles Level 3 Fiber-Optic Cable Project Raleigh, NC to Richmond, VA Warrenton Quadrangle Sheet 9 of 10 March, 1999 yfrgin - boum mm quad ii aa ! r . a ?. y v yr? r , ;\ Le end t Proposed Alignment I USGS 7.5' Quadrangle Boundaries County Outlines National Wetland Inventory Ct r rf r f• f k d ?' 7 i ?T f ? f{ ? _b?x Mgr k. ? 7 .} Warrenton Quad 0.6 0 0.6 Miles DUCT SYSTEM EARTH SURFACE I L€SS THAN 1 3 -0' EITHER =1- I S I OE OF DITCH C -: _T???I I I I BACKFILL I I 1 iT= _ I I II WARNING TAPE _ 1 (i I DUCT SYSTEM I I I --r SELECT BACKF ILA - ?' ' - DITCH BOTTOM TRENCH EARTH - SURFACE WARNING TAPE BACKF ILL DUCT SYSTEM SELECT -? BACKFILL 0 n ?W io z lOW I W Vf DUCT SYSTEM -LESS THAN 8'-0' I !iII?.II1=? o I I I ? 1 Gv W I =z =W I N - ? 7. - P ROADSIDE TRENCH Ow, toV Level k% )Iy CONMUNI CATIONS Conhecla: Kiewit Network Services Co. --Y B CEF04OFF NOTES: 1. ALL TRENCH LINE DIMENSIONS ARE TO BE CONSIDERED MINIMUM. 2. FOR EXISTING FACILITIES GREATER THAN 72" BELOW GRADE. SEE SECTION 1 PARAGRAPH A OF SPECIFICATIONS. 3. WHERE THE EXISTING GROUND SURFACE ABOVE THE DUCT SYSTEM IS HIGHER THAN A DITCH BOTTOM WITHIN 3 FEET OF THE DUCT CENTER LINE. MINIMUM CIVER SHALL BE MEASURED FROM THE LOWEST ELEVATION OF THE DITCH BOTTOM SURFACE. SEE DITCH BOTTOM TRENCH DETAIL. THIS SHEET. 4. WHERE THE EXISTING GROUND SURFACE ABOVE THE DUCT SYSTEM IS HIGHER THAN A PAVED OR ROADWAY SURFACE WITHIN 8 FEET OF THE DUCT CENTERLINE. MINIMUM COVER SHALL BE MEASURED FROM THE ELEVATION OF THE PAVED OR ROADWAY SURFACE. SEE ROADSIDE TRENCH DETAIL. THIS SHEET. 5. TRENCH WIDTH PER SPECIFICATION SECTION 9. 6. SLOPE TRENCHES ONLY WHEN NECESSARY TO PREVENT SLIDING DR CAVING. TOE OF SLOPE TO BE A MINIMUM OF 12" ABOVE TOP OF DUCTS. SE SECTION 9 OF SPECIFICATIONS. 7. DUCTS SHALL BE INSTALLED BY COLOR PER SPECIFICATION SECTION 2. ROADWAY OR PAVED SURFACE HORZ. SCALE PROPOSED FIBER-OPTIC CABLE PROJECT TYPICAL DRAWING TRENCH CONSTRUCTION SHEET 1 OF 7 1 NnTP. 1. PLOW REQUIREMENTS AND DUCT PLACEMENT PER SPECIFICATIONS SECTION T. 2. BACKFILL AND COMPACTION PER REOUIREMENTS OF SPECIFICATIONS SECTION 12. 3. DISTANCE PF PLOW LINE FROM EDGE OF PAVEMENT OR CURB SHALL MEET THE REOIUREMENIS OF GOVERNING AUTHORITIES AND ROW OWNERS. 4. DUCTS SHALL BE INSTALLED BY COLOR PER REQUIREMENTS OF SPECIFICATIONS SECTION 2. 5. GRADED BACKFILL PER REQUIREMENTS OF SPECIFICATION SECTION 12. TYPICAL TRENCH 0 T5 150 HORZ. SCALE Oxne?. Level (3BM COMNUNI CATIONS Kiewit Network Services Co. PROPOSED FIBER-OPTIC CABLE PROJECT TYPICAL DRAWING PLOW CONSTRUCTION SHEET 2 OF 7 Engine. PB PARSONS m C) w ~ J wwx° V) O 1?1 0 V S ° w~ a - w m co ?d o wZ m W C) z J A OS,/ Q.- N U mQcm Q J = Z m: 1- O V ? J CD cl- I- W C`3 O 1 CD ¢°OZ m O= V ?Z OU?ZF-rte > Q N w C. woo w = w o o ?°w Q W LL w = w o O 0 O OZ - o o m CZ I^r M ? W S Z ~ O co ~ J _ L.L LL LL C:) C// O `-O I m LL W X Q _% N N- O ? w N Q W W J O V) C) W UUw J ?N° ° a ¢ m o Z Q ? Q = 0 M CI W- Z Z Q J J J W S (-) J ll Ir W OmW S r Q = O V) nw OC O O O C) or w Z ^ O W m LL ° m °WV) W S O U1 J Q U O - Q co ° JW J V) z Q O J LL CL o L I) V Q Q x J W W S9NIMVda NVId 33S m ? 0 9-,£ NIPI 3808 ON3 300 z 1-1 O w w J W 1 W U „ JZ- J W d c )- Z V) w LL Q J V) 2 W W Vl Q? Q H J O Q= m N r O O Z Y O O S wwQ Q H W O co 0 m LL V - Q m W O. J z m f- z m w w W v) 3~ N O w- S S U W W O V Q O 3 W O cf) ~ N J CO 0° W Q Zw 0¢ Z - w c x O Q ¢ O U O V W Q J Z mt,WQ^ O 2-m mO m? 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Q mmm°m U 30NVedn1SI0 j0 S11PIIl dAl ,0- ,UUI _ -- 111411 408 I j O / R/W / - - Raw I I 1 I I I I I I I I I I I E0P 0 PROPOSED CONDUIT ROUTE 301 (TRENCH OR PLOW) EXISTING PIPE CULVERT OP I I I I I I I I I I I I I I 11 Riw - - - - - - Riw PLAN EXISTING GROUND OVER CONDUIT 0 0 c PROPOSED CONDUIT ? m o= N ? UNDISTURBED EARTH UNDISTURBED EARTH EXISTING PIPE CROSS SECTION D HORZ. SCALE 6z.s cl- to,ym 11 Level W PROPOSED FIBER-OPTIC CABLE PROJECT it Network Services Co "'®Ki TYPICAL PLAN & CROSS SECTION . ew TRENCH OVER PIP E SHEET 4 OF 7 Errgrtwer PARSONS BRINGCER14OFF m ? i -R/M J) J) I I I I I I EXISTING BOX CULVERT EDP EDP 0 ,,; ROUTE 301 F EDP PROPOSED CONDUIT (TRENCH OR PLOW) EDP I I I I I I I I--_ PROPOSED BDRE I i I O? q ? I plc SIG \ R/W -R/W PLAN EXISTING GROUND OVER CONDUIT WNW 0 o PROPOSED CONDUIT Al PROPOSED BORE o = N ? UNDISTURBED EARTH UNDISTURBED EARTH L EXISTING BOX CULVERT CROSS SECTION o 62'5 HORZ. SCALE l (3)6u Leve PROPOSED FIBER-OPTIC COMMU NI CAT IONS CABLE PROJECT TYPICAL PLAN & CROSS SECTION ®Kiewit Network Services Co. TRENCH OVER BOX CULVERT SHEET 5 OF 7 Erwirx+er. PB P/411SONS ->a BRR"ERHOFF s R/W r R/w ? ___________ EOP 0 PROPOSED CONDUIT ti EXISTING PIPE ROUTE 301 PROPOSED CONDUIT (TRENCH OR PLOW) Epp (TRENCH OR PLOW) PROPOSED BORE SVI R/W R/w PLAN EXISTING GROUND OVER CONDUIT PROPOSED CONDUIT 0 Q (TRENCH DR PLOW) V/ EXISTING PIPE i UNDISTURBED EARTH PROPOSED CONDUIT °• Z N / UNDISTURBED EARTH PROPOSED BORE CROSS SECTION ° 62.5 HORZ. SCALE ?!!SiiiiiiiII Qlxf. Level (31" 1 cVe1 S C Y M PROPOSED FIBER-OPTIC CABLE PROJECT "" ®Kiewit Network Services Co. TYPICAL PLAN & CROSS SECTION BORE UNDER PIPE SHEET 6 OF 7 Engrw DB PARSONS BFiff"ERHOFF ' R/W - - - - R/W I O 4 vi J? ? J? EXISTING BOX CULVERT EDP PROPOSED CONDUIT PROPOSED CONDUIT ROUTE 301 PROPOSED BORE (TRENCH OR PLOW) (TRENCH DR PLOW) EDP R/W I - R/W PLAN EXISTING GROUND OVER CONDUIT WNW PROPOSED CONDUIT PROPOSED CONDUIT Q (TRENCH OR PLOW) V? (TRENCH OR PLOW) EXISTING BOX CULVERT UNDISTURBED EARTH / UNDISTURBED EARTH _ Wa. N I PROPOSED BORE CROSS SECTION D 62.5 HORZ. SCALE Omer, Q k%ply Level COYMUMICAiIONS PROPOSED FIBER-OPTIC CABLE PROJECT c'Do'-,Au. TYPICAL PLAN & CROSS SECTION ®Kiewit Network Services Co. 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U!U U!U UIU U!U U U UIU UIUjM n'IoIU U o 6jU U UIUIUIU!IU:U U U o.lO z'z z ? z z!zlzllz!zlz,zlz'Izlz z zlz;z;z zIz z zizz?z zlz'z zIz z z'zlz ..ta.?.al.a.¢a.a.aaaa...?aa. a ¢.?. a a..?..aa.aa g'g g gigI? g ¢ x g gig g glgl? glg a g g..g g g g a l a g ¢ x g. cn x vi E co N h L rn rn RE: Neuse River Riparian Area Rule: Utility Line Construction This addresses utility line construction in compliance with the Neuse River Riparian Area Rule (15A NCAC 2B.0233) that became effective on July 22, 1997. This letter accompanies the Pre-Construction Notification application required by the U.S. Army Corps of Engineers and the North Carolina Department of Environment and Natural Resources for a Section 404 Nationwide 12 Wetlands Permit and Section 401 Water Quality Certification. The Rule The rule does not allow the removal of existing vegetation in the first 30 feet of land (known as Zone 1) directly adjacent to a stream or other waterbody in the Neuse River Riparian Area, except in certain situations. The rule allows utility crossings if conditions specified in Section 2(e) of the Rule are met and also allows utility corridor construction and stormwater management facilities in Zone 2 of the riparian area as long as conditions specified in Section 2(e) are met and they are located at least 30 feet from the top of bank or mean high water line. The utility crossings, utility corridor construction, and stormwater management facilities are allowed where no practical alternative exists. Section 2(e) states that "a lack of practical alternatives may be shown by demonstrating that, considering the potential for a reduction in size, configuration or density of the proposed activity and all alternative designs, the basic project purpose cannot be practically accomplished in a manner which would avoid or result in less adverse impact to surface waters. Also, these structures shall be located, designed and constructed to have minimal disturbance, to provide maximum nutrient removal and erosion protection, to have the least adverse effects on aquatic life and habitat, and to protect water quality to the maximum extent practical through the use of best management practices". The Project Parsons Brinckerhoff is providing engineering and permitting services for a proposed fiber-optic installation between Raleigh, North Carolina and Richmond, Virginia. The current route through North Carolina begins north of the U.S. Route 1/ N.C. 401 interchange in Raleigh (Wake County) and continues north along U.S. Route 1 through Franklin, Vance and Warren Counties. The fiber-optic cable will be installed underground in existing rights-of-way on the west side of U.S. Route 1 in Wake County. The Neuse River Riparian Area occurs on both sides of U.S. Route 1 in Wake County. All waterway and wetland crossings will be directionally bored to avoid impacts. The project will include temporary vegetation and soil disturbance for an approximate width of 20 feet for the length of the project. The impacts will be self-mitigating as final stabilization and natural re-vegetation occurs. The project will not involve any withdrawal or discharge of water. Please refer to the detailed project description that is enclosed with the Pre-Construction Notification application. Determination of "No Practical Alternatives" Level 3 Communications is a communications and information services company that is building the first international fiber-optic network optimized for Internet technology. The company is currently building a national long-haul network for the transmission of long distance and data traffic from Charlotte to Raleigh, N.C. The company seeks to extend the long-haul network from Raleigh, N.C. to Virginia, and beyond. The majority of Wake County is located within the Neuse River Basin and, as a result, the basic project purpose cannot be practically accomplished that would avoid or result in less impact to surface waters. A change in the proposed running line location to avoid the Neuse River Basin would result in a major change in the project's configuration and scope as the new route would bypass Wake County completely. The placement of the utility line on the west side of U.S. Route 1 in Wake County reflects minimal disturbance of existing utilities, roadways, and adjacent environmental conditions. Further, the project will be located, designed and constructed to have minimal disturbance to waterways in the Neuse River Riparian Area as indicated in the following section. Page 2 Minimal Disturbance to Water Resources The Level 3 Communications project will be located, designed and constructed to have minimal disturbance to waterways and provide maximum water quality protection and erosion protection. The utility line will be placed in disturbed areas within existing roadway rights-of-way. Most of the stream beds and/or wetlands areas will not be impacted by this project due to the placement of the innerduct (conduit) in relationship to the roadway. The innerduct will be placed parallel to the roadway approximately 0-25 feet from the edge of pavement (EOP) depending on the amount and location of existing utilities. The EOP refers to the white line on the roadway, not the actual edge of the pavement or shoulder. Because of the proximity to the edge of pavement, most areas of concern will be avoided. All waterway (stream bed) and wetland crossings will be installed by the directional bore method that allows construction without direct disturbance to the waterway or wetland. This method allows an innerduct to be bored directly under a streambed without disturbing the bed or the banks. The staging area for this type of bore is relatively small compared to a pipeline directional bore. This operation does not require the digging of pits on either side of the stream to facilitate the placement of equipment, as is the case with a jack-and-bore operation. The trenching and plowing method will occur in open areas. Some of the stream crossings involve a box culvert and/or piping which cross the roadway at depths (>6 feet) below the proposed innerduct running line. Other crossings involve a structure which is closer to the roadway (within 6 vertical feet) and the innerduct running line crosses the structure but does not affect the stream bed or adjacent wetlands. In this case, the innerduct will be bored under the existing structure to satisfy the minimum depth requirements. The cable running line will not impact any of the crossings that are pipe and/or box culverts. The project will protect water quality to the maximum extent practical through the use of standard Best Management Practices. In addition, the following mitigation measures are proposed for stream crossings: • The utility line will be located at least 30 feet from the edge of a stream or other waterbody. • The necessary grading and brush clearing of stream banks will take place immediately prior to cable installation to minimize the exposure of bare soil. • Stream bank and floodplain stabilization measures will be immediately implemented upon completion of construction. • Wherever possible, stream crossings will be avoided at a stream bend, in areas of undercut banks, or in areas where the bank is stable. • Uprooting of woody vegetation will be avoided to the greatest extent possible on stream banks by minor rerouting of the cable route location, or by clearing vegetation using equipment which leaves the root system intact (e.g.: chain saw or brushlog). • All grading will be performed in such a way as to minimize the introduction of sediments into streams. • No artificial flow obstruction will be left in the stream bed or channel. • The streambed and banks will be restored to stable contours to allow the establishment of vegetation. • The mitigation measures will be monitored immediately after construction and then weekly until the area is stabilized to check effectiveness and correct any deficiencies. • All handholes will be located outside of stream beds and banks. A handhole (48 inches long by 30 inches wide by 30 inches deep) is a concrete and fiberglass composite structure used to house splices and maintains the cables. The handhole will sit approximately six to 24 Page 3 inches below ground surface and will be placed approximately every 3,600 feet along the network. All staging areas for stream crossings will be kept at least 100 feet away from the stream. No refueling, equipment repair, or lubricating will be allowed within 100 feet of a stream. The only exception would be if a stream was adjacent to a road crossing with limited access and therefore requires such activity. Proper spill containment materials will be used to isolate those activities in order to minimize the risk of potential spills. A Construction Pollution Prevention Plan will be completed and filed with the appropriate agencies prior to any construction activities. • Construction of stream crossings will be performed in accordance with any applicable timing restrictions based on the classification of the waterway and appropriate regulations. • A Soil Erosion and Sediment Control Plan will be submitted to the North Carolina Department of Environment and Natural Resources (Division of Land Resources) for approval before the start of any construction. Summary This letter indicates that there are no practical alternatives for locating the fiber-optic cable project within the Neuse River Riparian Area in Wake County. In compliance with the Neuse River Riparian Area Rules, the Level 3 project will be located, designed, and constructed to have minimal disturbance to waterways, aquatic habitat, and water quality due to its placement within existing, disturbed areas along U.S. Route 1. All waterway and wetland crossings will be installed by the directional bore method that allows construction without direct disturbance to the waterway or wetland. The short duration of the boring will minimize any indirect effects to these areas. The project will,not impact or restrict streamflows. The project will not involve any withdrawal or discharge of water. The project will adhere to approved erosion and sediment control plans during construction to minimize soil erosion into adjacent waterways. The project will also protect water quality to the maximum extent practical through the use of mitigation measures and Best Management Practices.