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HomeMy WebLinkAbout20150799 Ver 1_Buffer Determination Request_20150806®� . RECEIVED /NCDENR /DWR NCDENR AUG 6 2015 North Carolina Department of Environment and Natural Resources Division of Water Quality Water Quality Regional Pat McCro ry Thomas A. Reeder Operations W WE. Skvarla, III Washington Regions Office Governor Acting Director Secretary DWQ Use Only: Project # 2a 5 0 7 9 9 Express Stream Origin /Buffer Applicability Determination Required Information Owner Information (corporation /individual who is legally responsible for the property and its compliance) 1a. Name(s) on Recorded Deed LAF GROUP, LLC 1 b. Responsible Party (for LLC) Dr. Scott O. Lafevers 1 c. Mailing Address 101 Stevens Memorial Place, Goldsboro NC 27534 1d. Telephone Number 919.736.4830 11e. Email Address I 2. Location of Project Site - please include the county, nearest named town and highway number: Wayne County, City of Goldsboro, W. Lockhaven Dr. 3. Has anyone from DWQ visited the site? I Y / N I Staff Name I Kyle Barnes I Date of Visit? 1 10/2005 Additional Requested Information 4. Agent/Consultant Information (if applicable) 4a. Name, Company I Bryan K Jones Consulting Engineers, PA 4b. Mailing address 4c. Telephone no. 5. Project and Site Information 5a. Name of project 5c. Nearest Named Stream PO Box 10882 Goldsboro 27532 919.221.5222 14d. Email address I bkjones @nc.rr.com Lochstone Howell Branch 5e. Provide a brief description of this project (attach site plan if available): Apartment drainage outlet to ditch 5b. County I Wayne 5d. River Basin I Neuse Please attach a map of the site indicating project boundaries on the USGS 1:24,000 Topo and/or NRCS Soil Survey. If you are unable to locate either of these maps, please contact the Regional Office for assistance. DWQ Use Only: Is this stream call for the purpose of: X buffer mitigation nutrient offset credit Please return form to: Roberto Scheller or Lyn Hardison 943 Washington Square Mall Washington, NC 27889 Note: Submittals on Friday after 12:00 pm Fax: (252) 946 -9215 will be stamped as received on the next business day. Email: Roberto. scheller0mcdenr.00v, Ivn. hardisonOncdencaov Please contact Roberto Schaller at (252) 946 -6481 if you have any questions. `s w IYffl111�61° t111 i G�f 3P i �1��e 6i 4 0 lam►_ �asri�. -k4- ii 'fir a @9 702 500 METERS e United States Geological Survey with the North Carolina Department and Natural Resources led b . photogrammetric methods from aerial 1977. Planimetry derived from Imagery taken uces. Survey control current as of 1979 alum of 1983 (NAD 83 . Projection and Jniversal Transverse ercator, zone 18 North Carolina Coordinate System of 1983 atum of 1927 (NAD 27) is shown by dashed i ON 1!0 MILS I ° 42' 3a MILS ' l a. 57'30' SITE 0 SCALE 1:24 000 I 0.5 0 KII LIMITERS 1 1000 0 METERS 10DO x 7 0.5 D MILES Ion _ R tom saoD 3ma smD soap lam BODO 10111 FEET CONTOUR INTERVAL 2 METERS 35° MIT N w VJ N Soil Map —Wayne County, North Carolina gt G 230900 230SDD 230630 730700 2109M 3 b BR Map Swk: 1:4,690yprt4eA an Aportrat ( &5'x11 ")Awl. N Aas 0 50 100 200 300 A0 200 400 800 1270- Map PrO}an100: Web Meador Corrvma6lala: WGSD4 Edge 96: UIM Tae 18N NKS84 LJSDA Natural Resources Web Soil Survey Conservation Service National Cooperative Soil Survey W X11-N p� Mi K 9 12 �i R 8 O �i 35° ]34TN 230900 231000 3 G 8152015 Page 1 of 3 W �.. Yf[0 9?Y SI3 PM[ E20 r� ^,w,.m zees I . 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PX•e r »io nE�_ Auo coORnINAIT� rfL xo iN - xwM - BO Ew Xp %9 - XQiM - 40119E.]W9 F/Sr - 2YJX.9)B.IY.V 1 1 r® I,. NlEO[ P8]QIa9 v wx mPrv. u< � o® PXw Isoa vAEE sla wPnw a \m 2 Mi CrBEfI x nfE .lt [nE➢ N ITSTifr \ \ N 1 OIBFIOI YYM 91IfACE s - rtxmX,K n- Pllaldn IK as - NaXI cYaeA amrnc - MAIDI VYK mo - to a nurz qM, - ggfM VIYrY lK Ra - MCpI® mbl[lE PPE IV . ulYln PuE ar - wwnslm ETA•. PX•e r »io nE�_ Auo coORnINAIT� rfL xo iN - xwM - BO Ew Xp %9 - XQiM - 40119E.]W9 F/Sr - 2YJX.9)B.IY.V 1 1 r® I,. NlEO[ P8]QIa9 v wx mPrv. u< � o® PXw Isoa vAEE sla wPnw a \m 2 Mi CrBEfI x nfE .lt [nE➢ N ITSTifr \ \ N SHEET 1 OF 2 SHEETS 9TE �f �r VICINITY SKETCH (xmmarxE) s }}IIi+; IS �I INDEXED - FINAL PLAT FOR. LA,4VROUP, LI,6' Vle 'ells aa�ma ,c 216E INDIVIDUAL TRACT ON LOCKHAVEN DRIVE k N- C.S.R. 1558 (WAYNE MEMORIAL DRIVE) CITY OF GOLDSBORO GOLDSBORO TOWNSHIP, WAYNE COUNTY, N.C. DAIS Ni B, 2008 8rr1E t' - ed a� s .R7$VA7 J. r,&"rj 6' LI"O IYA77A . P.0 N P.Q BOM T/K 9EW AM , N.C. 28518 Nook �q ,r FHWL a0- NG -!2]2 FA%: 810- 208 -2 3I0 sM�nes EMAIL: JMWAY8YlW8,RVF.Y.CgA ` SCALE 1:12000 1000 2000 3000 Feet 2 USGS U]UfPxRMFNIOF NI IxfR1Uq c,1 W n MU mMaxW InM lYM1 MMC gOXTFAbigYB6BMDUNUghYdl V 1!. S.4CULUGFt16UW1'.Y BrvBmx� »iun WtUIWaL MMIR4:NBV4WWnYlYL1Y�. nnnmueaiwa rtlgoucu mRwv zRmnnl RUwlmwagnPxln / i ,f rt� yy iy �..• t F t { c - � . "� ti •Tfi /o � _ �!c, � 517 � - - "� - �wr".r...+ncrr •�I. �" RORTIPASTLUtOBBOPU: NC ^§ �,. .t ..a•w...r www......v..r.....r....w.n• ..r....r..... rrwr.r•w "�. Soil Map —Wayne County, North Carolina a k k F .. s H y` e ,IQ /� t 51(x• / �, v y�� �'. 4 ,, =n.. ryryry,,,yyyVyy��'� �''N ggq3 - az r .'W �./ 4 - i � •'1�K't' !N i s y A 4 15 -&3 N \ f.._,:\ \\.'W�.'.:.. �..iT y � L'f_ 37 Zr .2' 330100 770500 230600 ]30]00 230a30 231000 3 ; b N Map Sde:1:4,610 Yphgetl MA pOrtrdi (89z11 ")siz:eL � NN 0 50 loo 200 300 /1 0 200 400 am 12S, Map fz01edJD1: Web MemCx Cam:r WOrAFateS: WGS84 Edge 06: UfM Zane taN WKSa4 U Natural Resources Web Soil Survey 8/50015 Conservation Service National Cooperative Soil Survey Page 1 of 3 I ifadw Sta %� •� -�J n / , �, SS i lu l JJ \ � �.` C � � 1 ( .tfiu ' •� � � ; � � �\ �-�- �t r� • 11 � °" - \��\ � -� - SITE �' • • am ♦ r 1 l lea r. '28 '29 702500 METERS' 38 '31 •57.30' f32 '33 r31 the United States Geological Survey SCALE 1:24 000 n with the North Carolina Department • I n, _ o KimMauis i 7 •nt and Natural Resources EM I IoW o MFltxi Iwo mW tpiled by photogrammetric methods from aerial �_ _ OS en 1977. Planimetry derived from imagery taken en - :ources. Survey control current as of 1979 Mills Datum of 1983 (NAD 83). Projection and B'_ 10313 _ 9 ._._• ]�?, ; }1�(I= _,,,'� '° (7 I: Universal Transverse Mercator, zone 18 1fw MILS 1°42' EFT s: North Carolina Coordinate System of 1983 WMks Dil of 1927 (NAD 27) is shown by dashed e values of the shift between NAD 83 and CONTOUR INTERVAL 7 (METERS - . . • • I NATIONAL GEOD _l7C VERTIC ii,1 )ATOM OF 1929 NC DWQ Stream Identification Form Version 4.11 Date: '/�1� Project/Site:�' \,,�A' ^�_ Latitude: Evaluator: County: Longitude: Total Points: Stream Determination (circle one) Other Stream is at least intermittent gyp. � Ephemeral Intermittent Perennial e.g. Quad Name: if z 19 or perennial if a 30' 0YX A. Geomorphology (Subtotal = W- ) A Absent W Weak M Moderate 1' Continuity of channel bed and bank 0 0 r r 2 2 2. Sinuosity of channel along thalweg 0 0 1 1 ( (2-) 3. In- channel structure: ex. riffle -pool, step -pool, 0 0 I I 1 ripple -pool sequence 4. Particle size of stream. substrate 0 0 1 1 C C21 _ 5. Active /relict floodplain 0 0 6. Depositional bars or benches 0 0 1 1 7. Recent alluvial deposits \ 0 1 1 \\ 0 lOJ - -� --- 4 - - -- -� 2 2 -- 9. Grade control ( (0) 0 0.5 1 1 10. Natural valley 0 0 0.5 11. Second or greater order channel N No = Y Yes = 3 artificial ditches are not rate , see scussions in manua B. Hydrology (Subtotal = �) 12. Presence of Baseflow 0 11 Iron oxidizing bacteria 0 14. Leaf litter � r 5, 15. Sediment on plants or debris 0 16. Organic debris lines or piles 0 17. Soil -based evidence of high water table? No = 0 C. Biology;,(Subtotal = (r1� 2 _1 0.5 (0,51"'-_ (Yes = -3) 18. Fibrous roots in streambed M 2 -1 19. Rooted upland plants in streambed CIS 2 1 20. Macrobenthos (note diversity and abundance) 0, (1) 2 21. Aquatic Mollusks 1 2 I 22. Fish 0 0.5 23. Crayfish - 0 0.5 L� 24. Amphibians 0 - 0.5 - 25. Algae 0 ( 0.5) 1 26. Wetland plants in streambed FACW = 0.75; OBL = 1.5 Other = 0 'Perennial streams may also be identified using other methods. See P. 35 of manual. Notes: n� \ Sketch:v�5 Strong 3 3 c 3 3 3 3 tai 1.5 1.5 3 3 0 1.5 1.5 0 0 3 3 1.5 1.5 1.5 1.5 H� >I 'Perennial streams may also be identified using other methods. See P. 35 of manual. Notes: n� \ Sketch:v�5 Strong 3 3 c 3 3 3 3 tai 1.5 1.5 3 3 0 1.5 1.5 0 0 3 3 1.5 1.5 1.5 1.5 H� >I