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Home My WebLink About20020822 Ver 1_Complete File_20020523O?O? w H r4 99 r 3 UGL_i O '< Michael F. Easley Governor William G. Ross, Jr., Secretary Department of Environment and Natural Resources Gregory J. Thorpe, Ph.D., Acting Director Division of Water Quality May 31, 2002 DWQ # 02-0822 Guilford County NCDOT-PDEA c/o: Ms. Heather Montague 1548 Mail Service Center Raleigh, NC 27699 Subject Property: DOT Tip Project No. U-3615, Skeet Club Rd. (SR1826) & North Main St. (SR1003) Hiatt Branch [03-06-08, 17-3-1-(1), WS-IV] West Fork Deep River [03-06-08, 17-3-(0.7) WS-IV CA] On-Site Determination for Applicability to the Randleman Buffer Rules (15A NCAC 2B .0250) Dear Ms. Montague: On May 23, 2002, at your request Division of Water Quality (DWQ) staff conducted an on-site determination to review drainage features on the subject property for applicability to the Randleman River Buffer Rules 115A NCAC 2B .0250]. As a result of our on-site determination the DWQ has determined that several drainage features listed in the table below and approximated on the attached map stamped and initialed by DWQ staff on 5/31/02 are subject to the Randleman Buffer rules. No other surface waters subject to the Randleman Buffer Rules were found to exist within the project limits. Drainage Feature Subject/Not Subject w/n Project Limits Notes R6 Not Subject R5 Subject Ditch directly to Classified Water; West Side of Road Only R4 Not Subject UT-1 Subject South Side Skeet Club Only R3 Not Subject UT-2 Subject South Side Skeet Club Only UT-3 Subject South Side Skeet Club Only R2 Not Subject UT-3-2 Subject UT-4 Subject UT-3-3 Subject UT-5 Subject UT-6 Subject R1 Not Subject Not Subject Both Sides of Skeet Club W-2 Subject High Point Reservoir / Oak Hollow Lake is Subject UT-8 Subject This letter only addresses the applicability to the buffer rules and does not approve any activity within the . buffers. Nor does this letter approve any activity within Waters of the United States or Waters of the State. Any impacts to wetlands, streams and buffers must comply with the Randleman Buffer Rules, 404/401 regulations, water supply regulations (15A NCAC 2B .0216), and any other required federal, state and local regulations. Please be aware that even North Carolina Division of Water Quality, 401 Wetlands Certification Unit, 1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address) 2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location) 919-733-1786 (phone), 919-733-6893 (fax), http://h2o.enr.state.nc.us/ncwetlands/ raye c ui e if no direct impacts are proposed to the protected buffers, diffuse flow of all new stormwater runoff as per 15A NCAC 2B .0250 is required. If you have any additional questions or require additional information please call Mr. Bob Zarzecki at (919) 733-9726. Sincerely, Attachments: TIP Project No. U-3615 Map (2 Pages) stamped and initialed by DWQ staff on 5/31/01 Cc: Jennifer Frye, DWQ Winston-Salem Regional Office Cynthia Van Der Wiele, DWQ Wetlands/401 Unit File Copy Central Files DWQ 020822 May 31, 2002 U-3615 Buffer Calls Subject: U-3615 Buffer Calls Date: Fri, 24 May 2002 16:38:10 -0400 From: "Heather W. Montague" <hwmontague@dot.state. nc.us> Organization: North Carolina Department of Transportation To: "bob.zarzecki" <bob.zarzecki@ncmail.net> CC: Karen Lynch <kmlynch@dot.state.nc.us> Bob, Please send me the write up and matching map referencing your buffer calls from our field visit yesterday. I will then take the information from your calls and relay that to the Hydraulics Unit. If you need a electronic version of the table used in Karen's write up to Jean Manuele, please let me or Karen know. Also I wanted to remind you that we'll need the information for contacting that lady with the 'special' map (I am sorry I forgot her name) iEaren'-s knsZw. Anyway, my address is: Heather Montague NCDOT-PDEA 1548 Mail Service Raleigh, NC 2769" Thanks, Heather Center 101,1 5/28/02 10:56 AM A.r STAT[ n all STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION MICHAEL F. EASLEY GOVERNOR April 12, 2002 LYNDo TIPPETT SECRETARY j/Z,3?rJ MEMORANDUM TO: Jean Manuele, NCDOT Coordinator, USACE FROM: Karen M. Lynch, Natural Systems Specialist, PDEA SUBJECT: Summary of field review (stream and wetland verification by USACE for Widening of North Main Street (Old US 311/SR1003) and Skeet Club Road from US 311 to NC 68 (Eastchester Drive), Guilford and Forsyth Counties, Federal Aid Project No. STP-1820(2). State Project No. 8.2494701; TIP No. U-3615 This memo serves to summarize the field review conducted by NCDOT staff and resource agencies on April 9, 2002. Due to illness, no DWQ representative was able to attend, therefore an additional site visit will be scheduled to receive input regarding Randleman buffer rules as they apply to this project. Attached is a map depicting locations of jurisdictional streams and wetlands. Also attached is a list of field participants. Jurisdictional surface waters are located within the project study area. Seven unnamed tributaries (Ut) and an arm of Oak Hollow Lake (West Fork Deep River) are crossed by project U-3615 and would be affected by the highway widening. The streams in the project study area include unnamed tributaries to two arms of Oak Hollow Reservoir, Hiatt Branch [DWQ Index No. 17-3-1 (1)] and West Fork Deep River [DWQ Index No. 17-3 (0.7)]. All streams are located in the Cape Fear Basin in subbasin (03-06- 08). Streams on the project are classified as WS-IV, Class C waters, suitable for secondary recreation and propagation of aquatic life and in moderately to highly developed watersheds. All streams on the project are within the protected Water Supply Watershed, while streams within 0.5 mi of Oak Hollow Reservoir are in the Critical Area of the Water Supply Watershed. Critical area is the area adjacent to a water supply intake or reservoir where risk associated with pollution is greater than from the remaining portions of the watershed. MAILING ADDRESS: NC DEPARTMENT OF TRANSPORTATION PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS 1548 MAIL SERVICE CENTER RALEIGH NC 27699-1548 TELEPHONE: 919-733-3141 FAX: 919-733-9794 WEBSITE: WWW. DOH. DOT. STATE. NC. US LOCATION: TRANSPORTATION BUILDING 1 SOUTH WILMINGTON STREET RALEIGH NC \ N t U W ?,? -_ - W v " Jr. (?? / r " rc n ; ° R U 111 v --- Q? \ ` U ?. _.- Shy !01, ZiaSN3? 0 f, 10 i !A 3 y \.Irv? O u ' ? ) 0 0 L 0 ? ° Ia ar Ln 7 ? M U 4 °Ox0. h - j O oe O u D z a! ? , U O ? L ° L) 0 1, I 9 own, Z , O o]L?o N +- zoaa..w o 0 ,=, a N H tr M (ty N O L 1 : :f.7 n VN od .'1 1 '??/ ,s,.l v ] ?-_.?? \ ?•a s` IN 3 V-1 I, A Z V l cf?1/ all cc. ll ?•? Q CI ? ? It ? d• O A ?LE u d O ' a O Z OR ?? m Ii u •k ,•1 OAK t}? '•y?' ?a.333 od u° 0-7! A3ivls It. ° - k, 0 ? o Q` - •.? ? %-? ? ? \YI' Ile ¢ l1 OR /A 31AU.14 w o l!y N t b A131 A1?.??? ,? J) Ir, W IACKINLEI/•, ¢ v o? ?O l S T m I- r!YY]9L] ??a 4Nb ° Goo liNI xj Gf0 ?° c' C) -7 Q I rr. HU r? M 1,, Cv' 1 J 'O f. 1 F \. ° + LS , \O `1? M O <_Y ?'? yr?ELO h RA v npG. 111°N' t7 ?, ti lp MI o o )o M 1 CI `' /1,? ( 1 S R I ^3?, dt •/., I 0 •L U - /'• °°M „2 ? '1. ?° •?l ?` 4 u HQ API ? ??J i, O . a \N ? ? a u I' ,n ILI \? v a N 1 P .; It )p Z y o ?,.. /, rl 3 AD Vim, d0 /1DI lVIV IIIG 1 NOSN(-Ior 1 RDI.? 3 P `=? I 11 16 3HVIHIV3 U.0R R , Tc O p0? Ii q HI Q- OP 00 \ C • k IV #)I ?r 3• t9 /P A O 041 ?. In R [ 3 f`7 +• N H[l un d0 HOHS3NVl cl Irv ?P? d db 1 ,Z .3 ld M Ig13` ° n . 6 OR \Oy /V 1VA I , Z it 1 ro w S?° \ 7 Ott f 13 _ )) M t 1 a? oil n. ` rcMea°N[? W 4.r `Ulf ?? a `EY °' lol GN \a` nu Oi I91J N%J rN P AVE It rr \ a 2 _I CL co EPIG r p I C 1 / P, 2 ,iy ,..?} yr fl °: tJ % 4?'' JT ??, 1 D i -k 3 l'1 n A 3 3g ••\ r1 PAYNE I \.. O 1 co ?J041 w -? rD °u J ?k ?N ??Q >I AY03 \ -i rc e? f ° a\'4? o v vl a 0 S? H 0 b 1 a a r' ° )• > 0 J ` t u o Q 1 ?/Q1 -C; o T r _ . m IW.. n m O??"? Rp 1, W -W•z "IHh3HllIIY„1 \'`NA?I ?.. m y m J t ,od Imnl 11 m O? , a - - --- - Ullf J 1I 11D U ' 41i > R ,? ayi / OJ 111A5[IOd @i?}- g :1 z a f I,) \ -?JAOf ??? OO X04. wmxanw]nsn 1 1 _ 0010 / 000 .00 0000 .100 ' 1,1 J ll m -m ri O ,1} u 1 J Y, 0 0 N1 O ri i u ,1 N The only jurisdictional wetlands on the project are the fringe wetlands forming a band around Oak Hollow Lake. The wetlands occur from the normal pool elevation outward (landward) and are 2 ft wide in the northwest, northeast and southeast quadrants and 10 ft wide in the southwest quadrant. Careful consideration will need to be used to minimize impacts to these wetlands when designing bent placement and fill for the bridge approaches. The following table describes estimated impacts and mitigation requirements for the proposed Skeet Club Road widening using Alternate 2 (5-lane and 4-lane divided combination). These calculations are derived from preliminary plans provided by Roadway Design Unit. Whenever possible additional measures to minimize impacts will be implemented. Description of Jurisdictional Waters Associated with U-3615 Stream Plan sheet # Mitigation ratio Estimated length of Comments number by USACE stream impacts Ut-l Ut 4 1:1 80 ft Small stream edge of pasture/woods with Hiatt Br. perpendicular crossing on south side of road. Impacts begin at white fence/treeline Ut-2 Ut 5 1:1 0 ft On south side of road, from nick point l liatt Br. (approximately 150 ft from edge of road), mitigation required Ut-3* Ut W. 6 (crossing 1:1 80 ft Mitigation beginning at pipe on south side Fork Deep R shown on of road west side of plan) Ut-3-2* Ut 6 (crossing 2:1 (however if 280 ft including May be able to relocate this section of W. Fork shown on relocated north and south stream to reduce impacts Deep R east side of mitigation at 1:1) impacts plan) Ut-3-3* Ut 7 Relocate stream Approximately Excellent opportunity for stream W. Fork at 1:1 1500 ft of stream relocation. Plant 50' buffers both sides of beep R and No mitigation are within the stream to obtain stream restoration and pond required for impact area buffer credit. pond (parallel to road), plus an additional Approximately 600 ft of stream just east of 1000 ft adjacent to Johnson Street was completely cleared of project would multiflora rose, trees, etc and is badly provide stream eroding. mitigation. Ut-4 (Ut to 6 1:1 90 ft Previously straightened, ditch-like feature 3-2) with wastewater comprising some flow Ut-5 (Ut 7 2:1 55 ft Good flow in stream, banks recently to 3-3) cleared of nultiflora rose with trees intact Ut-6 Ut W. 8 1:1 120 ft Strewn more distinct on south side of road, Fork Deep R becomes small incised intermittent channel on north side Description of Jurisdictional Waters Associated with U-3615 (continued) Stream number Plan sheet # )Mitigation ratio by USACE Estimated length of stream impacts Comments 7 9 arm of Oak Unknown, Additional bridge to be added and road W. Fork Hollow Lake depending on widening to occur on the south side. Deep R. placement of bents Fringe wetlands occur landward of normal and approach fill pool elevation in 4 quadrants of bridge. Ut-8 Ut W. 10 2:1 150 ft Deeply incised stream, streambank erosion Fork Deep R evident. If 1 box culvert is proposed, install baffles within culvert *Ut-3, Ut-3-2 and Ut-3-3 are the same stream (unnamed tributary), hich will be crossed multiple times. The stream, Ut-3 (including Ut 3-2 and Ut 3-3) would be impacted multiple times as this stream crosses Skeet Club Road twice (Ut-3, Ut-3-2) and then parallels the road (Ut 3-3) within the area to be widened. Total stream impacts are estimated to be approximately 2,355 ft (including impacts from Ut 3-3 (1500 ft) which will be relocated parallel to its existing location). Considering the mitigation ratios listed above, (combination of 1:1 and 2:1) total mitigation required will be be approximately 2,840 ft. Onsite mitigation (stream relocation including impacted and adjacent streams - Ut 3-3, Ut-3-2) total at least 2,780 ft and with stream sinuosity added to these systems, it appears that mitigation for all stream impacts can be compensated for onsite. cc: Jackie Obediente, PDEA Eric Midkiff, P.E., PDEA Ed Lewis, PDEA Jeanie Tyson, Roadway Design Unit Cynthia van der Wiele, DWQ File: U-3615 000oz:i aleos r° M z laa j 0009 0 0001 000 Z 000 E 000 b 0009 911W [ 0 % y M W m 2 D Z F- W w 2 V) Q Z J O Cr Q U 2 H O Z H Z O U O _J U' i I ~ ~ + 4 ¦ ~ # I Q - ~r ¦ ~ ¦ s 0 ~ ~ ~ ~ f w ~ r i - ~ ~ d ~ ~ ~ ~ v ~ ~ ~ r ~ ¦ ~ 4 y ~ . ~ ~ ~ r~r•~ ~ I ~ ~f•.-% i"... ~ ~ r f - s i ~ J M,. 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