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Home My WebLink About20170468 Ver 1_Buffer Determination Request_20170419ROY COOPER RECEIVED/NCDENR/DWR t,<rmmor MICHAEL S. REGAN KSb;crefary Water Resources_ APR 19 2017 S. JAY ZIMMERMAN 1)ireciur Environmental Quality Water Quality Regional Operations Section DWR Use Only: Project #: `201 Washington Regional Office L Date Received: �— Buffer Applicability / Stream Origin Determination Request Property Owner Information 1. Owner Information (corporation/individual who is legally responsible for the property and its compliance) la. Name(s) on Recorded Deed Kuen Ming Leung and Went Si Leung lb. Responsible Party (for LLC) (no LLC) lc. Mailing Address 1701 Candlewood Lane, New Bern, NC 28562 252-638-1188, 252- address 980 Birmingham Rd, Suite 501-340, Milton, GA 30004 1d. Telephone Number 672-8975, 252-670•8238e) Femail 5. Project Description (attach plan if available): Demolish the existing fast food restaurant and drive onto MLK Blvd per the attached plan. Construct a new express carwash building and associated drive aisles, vacuum spaces, etc. Proposed project will have less than or equal to impervious area as the existing project. Water from the carwash will enter the sanitary sewer system after being treated by an Oil Water Separator. 2. Address of Property or Location of Project Site (including county, nearest named town, and highway or road name/ number): 2600 Dr. MLK Jr. Drive, New Bern, NC. Project is adjacent to US 70/17 and is an out parcel of an existing shopping center. Site is a former drive thru restaurant and is located across the shopping center drive from Popeye's. 3. Agent / Consultant Information _ 3a. Agent/ Consultant Name Jarrett M. Senkbeil 3b. Company Onsite Civil Group 3c. Mailing address 980 Birmingham Rd, Suite 501-340, Milton, GA 30004 3d. Telephone no. 404-822-9147 3e. Email address Jarrett@onsiteciviLcom 4, Project / Site Information _ Wave Wash Express 4a. Name of project 4c. Nearest Named Stream Lawson Creek Carwash 4b. County Craven 4d, River Basin Trent River 5. Project Description (attach plan if available): Demolish the existing fast food restaurant and drive onto MLK Blvd per the attached plan. Construct a new express carwash building and associated drive aisles, vacuum spaces, etc. Proposed project will have less than or equal to impervious area as the existing project. Water from the carwash will enter the sanitary sewer system after being treated by an Oil Water Separator. 6. Has anyone from DWQ visited the site? I Y / N I Staff Name: Date of Visit: 7. — 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 DWR Washington Regional Office for assistance. DWR Use Only: Is this determination for the purpose of Buffer mitigation? Nutrient offset credit? 8. Please return form to: Anthony Scarbraugh Note: Submittals on Friday after 12:00 pm 943 Washington Square Mail Will be stamped as received on the Washington, NC 27889 Next business day State of North Carolina I E nvironmental duality I Water Resourees-Water Quality Regional Operations Section -Washington Regional Office 943 Washington Square Mall, Washington, North Carolina 27889 252-946-6481 -1. s b Map Sak: 1:3,100 ipnrYal m 81arMvape (17' x 11'j 4ie6t NMks 0 45 59 180 2/a AF., 150 ID 9 M r Vpr.)"-:VAkbh4 C ma6v9es:wi Sao Edg 6:l1RMZ-18NVRS81 U5rbl Natural Resources j Conservation Service 3 Soil Map—Craven County, North Carolina a k (Wave Wash New Bern - 2600 Dc MILK Jr Drive) k k E Web Soil Survey National Cooperative Soil Survey .o warm nc w.aa r+ru / 8 1 DR. M.L.K. JR BLVD M�. xi e�w ro ee AeMo�o (BUS. HWY 17) PROJECT INFORMATION ZONING C-3 W/ U.S. HWY 17 /CLARENDON BLVD CORRIDOR OVERLAY PLANTING STRIPS FROM 15', SIDE 5', REAR 5' OVERALL SITE AREA 1.085 ACRES TOTAL DISTURBED AREA •/- 1.1 ACRES E)USTING IMPERVIOUS AREA 0.75 ACRES PROPOSED NEWLY FORMED IMPERVIOUS AREA 0.66 ACRES (28,769 SF) NEW NET IMPERVIOUS AREA 06SACRES PARKING REQUIRED 1 PER 3 EMPLOYEES • 5z CAPACITY OF WASH PER 9.500=1+ 50 CARS= 16 PARKING PROVIDED 21 > 21 REQUIRED 24 HOUR CONTACT: BROOKS MOPE 919-457-5379 3 m V h4�z 06 3� oz W N 6 3 SITE PLAN �� C 401 nuattnc �Hr. ro PROJECT INFORMATION C-3 W/ U.S. HWY 17 ZONING 'CLARENDON BLVD CORRIDOR OVERLAY PLANTING STRIPS FRONT 15', SIDE 5', REAR 5' OVERALL SITE AREA 1.085 ACRES TOTAL DISTURBED AREA J F EXISTING IMPERVIOUS AREA �a 8 PROPOSED NEWLY FORMED 0.66 ACRES (28,769 SF) IMPERVIOUS AREA Y NEW NET IMPERVIOUS AREA 0.66 ACRES 1 PER 3 EMPLOYEES • 5. PARKING REQUIRED CAPACITY OF WASH PER 9.500= I- 5z3 CARS= 16 PARKING PROVIDED 21 -21 REQUIRED PROJECT INFORMATION �24HOURCONTACT: BROOKS MOYE 919-457-5379 2 3 � b xm-1 � m �u n 3 SITE PIAN tea* C 401 C-3 W/ U.S. HWY 17 ZONING 'CLARENDON BLVD CORRIDOR OVERLAY PLANTING STRIPS FRONT 15', SIDE 5', REAR 5' OVERALL SITE AREA 1.085 ACRES TOTAL DISTURBED AREA -/- 1.1 ACRES EXISTING IMPERVIOUS AREA 0.75 ACRES PROPOSED NEWLY FORMED 0.66 ACRES (28,769 SF) IMPERVIOUS AREA NEW NET IMPERVIOUS AREA 0.66 ACRES 1 PER 3 EMPLOYEES • 5. PARKING REQUIRED CAPACITY OF WASH PER 9.500= I- 5z3 CARS= 16 PARKING PROVIDED 21 -21 REQUIRED �24HOURCONTACT: BROOKS MOYE 919-457-5379 2 3 � b xm-1 � m �u n 3 SITE PIAN tea* C 401 Soil Map—Craven County, North Carolina (Wave Wash New Bern - 2600 Dr MILK Jr Drive) MAP LEGEND MAP INFORMATION Area of Interest (AOI) p Spoil Area The sod surveys that comprise your AOI were mapped at E Area of Interest (AOI) Stony Spot 1 24,000 Sods Very Stony Spot Warning Soil Map may not be valid at this scale Soil Map Unit Polygons Wet Spot Enlargement of maps beyond the scale of mapping can cause �. Sod Map Unit tines misunderstanding of the detail of mapping and accuracy of sod ® Soil Map Una Points Other line placement The maps do not show the small areas of *` Special Line Features contrasting sods that could have been shown at a more detailed Special Point Features scale Blowout Water Features a Streams and Canals Please rely on the bar scale on each map sheet for map Borrow Pa measurements - Transportation Clay Spot Rads Source of Map Natural Resources Conservation Service 4 Closed Depression Web Sod Survey URL Interstate Highways Coordinate System Web Mercator (EPSG 3857) X Gravel Pit US Routes Maps from the Web Soil Survey are based on the Web Mercator ' Gravelly Spot Major Roads projection, which preserves direction and shape but distorts ' Landfill distance and area A projection that preserves area, such as the Local Roads Albers equal-area conic projection, should be used if more A. Lava Flow accurate calculations of distance or area are required Background Marsh or swamp Aerial Photography This product is generated from the USDA-NRCS certified data as of the version date(s) listed below ,�. Mme or Quarry Soil Survey Area Craven County, North Carolina Miscellaneous Water Survey Area Data Version 19, Sep 19, 2016 0 Perennial Water Soil map units are labeled (as space allows) for map scales V Rock Outcrop 1 50,000 or larger + Saline Spot Date(s) aerial images were photographed May 9, 2010—Sep 10, 2010 Sandy Spot The orthophoto or other base map on which the soil lines were Severely Eroded Spot compiled and digitized probably differs from the background Sinkhole imagery displayed on these maps As a result, some minor shifting of map unit boundaries may be evident Slide or Slip Sodic Spot USDA Natural Resources Web Soil Survey 4/11/2017 Conservation Service National Cooperative Soil Survey Page 2 of 3 Soil Map --Craven County, North Carolina Map Unit Legend Wave Wash New Bern - 2600 Dr MLK Jr Drive Craven County, North Carolina (NC049) Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI BrB Bragg soils, 0 to 8 percent slopes 279 261% Ln Leon sand 240 225% Ra Rains fine sandy loam, 0 to 2 percent slopes, Atlantic Coast Flatwoods 121 114% To Torhunta fine sandy loam 302 284% Ur Urban land 123 116% Totals for Area of Interest 1065 1000% USDA Natural Resources Web Soil Survey 4/11/2017 Conservation Service National Cooperative Soil Survey Page 3 of 3 I bn.br nrtiq that the a•h.irlatw Net ra.aa haToaa br brra toot to fly elth toe aubdlvlsiw rap.latiaar for Am arm. Botta f mtlw..L& d mrlsis of r." wr14aeer. LE s4, sa sr...trd J. tba .tauter .f eL rtamala6 eewlaaiw and that lc by Lew am-" roe --tlq i. W offk• At tba reytater of daede -� "-,f 7 mcmu• Ldt.// �cd 61 416— OWNEFt WLLLA l T an im a BARtIfTT REAL PR0PER7[3. W- N 19• W OD- ti 492 - 7 b` 27316 3.794 DROW A DUIV37'OR ROSERr IL CILES 6�219r TNrw µ1PLLA�CE OR IDs) dw 4702 aaeD BEARWGS S DISTANCES 6 POINTS A - L— PON" asr v.- air E N 26- r •.t2• E N 462W '"'1! 10.59 SB7 N 62•W,rE N7D` r 42- E $47 4909 N 115. 5S Oe- E m aaz• 4 3T E SM S 57 B9 J6'[E B4S 3T 37 E ,W in B42• W r r SI2. 44 OS E l2 2 943 S 62. 20 D'E rfA S R 4r ad• E 7' as 9958 48 4r E 4 )0.9 115 4r24' 2WE it 87- VPOM no B 7 5r j 701 r - toD- O do 100 200 GRAPHIC SCALE kE a¢Go w-- _ I E � L EARS N utaPAR�Q!ROSES L T / SHOP �—. C� L �� _S f j :EOPLEs �� f J DR SHOPS � !t ' I ACRES PARCEL C 1 , S E !1 G \� a79•irE J 44LW l N 70• or 5, a aa7� or E 'k a Ir qc.aE CKART FOR 41 LOa N 69' 54'A RlARNO a C2TANfEa ess4 PARCEL PARCEL +(Ff f a IB• X00' E a A lEA2t — \\ LOSSr HARDEE3 M URM rata.... OP aR NC f s3 Vrrr 9 +98' -=f— _m - NC05 ttOtalte9rf �Ilft- E� 2a4T2Ba977g SITE DAT >cgm Or TtWr rra ACIUMQ TITIAL MOT amcumcm Or Bloromr7af Sr SalefY o. mm TOTAL 00_ Or IDIA/ 11-0 c.avu".'�C�—,� a..tr PARCELS twea.UB eartitiaae. c("7QaQb a f+as labile e! `u 7 _Cower. Batch aertiffM to /�lt.,resc. Mail f ..2LA..tiw as tL _�d4 of IM1. a terittll d rlr rcxidL. rim lwt —� I11y� BARNETT REAL PROPERl1E5- HM kE a¢Go w-- _ I E � L EARS N utaPAR�Q!ROSES L T / SHOP �—. C� L �� _S f j :EOPLEs �� f J DR SHOPS � !t ' I ACRES PARCEL C 1 , S E !1 G \� a79•irE J 44LW l N 70• or 5, a aa7� or E 'k a Ir qc.aE CKART FOR 41 LOa N 69' 54'A RlARNO a C2TANfEa ess4 PARCEL PARCEL +(Ff f a IB• X00' E a A lEA2t — \\ LOSSr HARDEE3 M URM rata.... 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Beath umllea, la am at • q o M Bm approaN V4 }tat or rr} a.A ampnA tee tadle.tlw of tba rte}}tr. utllitr ernaten std rlteter 0-o", tnlagr dltdm d milt PSYta rhos thmo.. bot .Uvw m nspwsibtliq to o,s ar wtnkat. tW .ar oa*l, to tla rVI,4- of tba acraniay boat the ceq •! fro mato Iti. to tb. p6lia taearpt to d,. RUTH F BARNETTere . s7 a�l _f icial rt4 ftrul. d" .1 GOLDEN CORRAL 4 Wl Atr tes:p 714a•7 I _ - 7�tdtr�–t�. fr cood..tw mins pi+BLkG a SEAU sm MEW 7UeDMNON Of C AK JO 4& $C FOR BARNETT REAL PROPERTES. INC OL01 TOWNSW N B CRAVEN CM DATE. 2 TD.a7 ROWRT ISA, CINES, P.E. Joe m D7026 ENS AND CONSULTANTS SCALE r.DO' NEW gM NORTH CAROLM 0~ ERN ty VILLAGE sMDIVISION e+t� cu"mmn Or Sam M= I—or M -q-th Caroliaa, i aeaEnk cm". I. fetor? toblte of th. Cemq sea stop .fe=I .ml[r tbrc I. 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Joe m D7026 ENS AND CONSULTANTS SCALE r.DO' NEW gM NORTH CAROLM 0~ Pullinger, Robert C From: Jarrett Senkbeil <Jarrett@onsitecivil com> Sent: Thursday, April 13, 2017 1140 AM To: Pullinger, Robert C Subject: Wave Wash New Bern Attachments: SKM_C454e17041309510 pdf Chris, See attached form Let me know what your schedule is on this Thanks, Jarrett Senkbeil, PE, LEED AP President OnSite Civil Group 980 Birmingham Rd Suite 501-340 Milton, GA 30004 404-822-9147 Jarrett@onsitecivil com www onsitecivil com N gt}�, 'C�'.-,^'...:$: F C 2600 mak jr mew be+rr rK ._. 141 MW Dwwd 119dg1e'sCh}� s4 w.* M OW*rr..t 0 K w t ' ♦ 4 7� i N- Air' 3fNb Iz V- * kHmi 'WOO Qi A, V a r Mwse WOW rwv Tn dhmrr� h (,� est c.-r"•x — r• 0 Hwnt T*#W Thanks, Jarrett Senkbeil, PE, LEED AP President Onsite Civil Group 980 Birmingham Rd Suite 501-340 Milton, GA 30004 404-822-9147 Jarrett@onsitecivil.com www.onsitecivil.com N Pullinger, Robert C From: Jarrett Senkbeil <Jarrett@onsitecivil com> Sent: Tuesday, April 11, 2017 1010 AM To: Pullinger, Robert C Cc: brooks@kidsrkidscary com Subject: Wave Wash New Bern NC- 2600 MLK Jr Blvd Attachments: 03-03-17 Wave Wash New Bern NC -C401 w aerial pdf, 03-03-17 Wave Wash New Bern NC -C401 pdf, 20170411_08575808227_1_Soil_Map pdf, Plat pdf Chris, I appreciate your time on the phone today Please take a look at the attached and let me know your thoughts I have attached 1 Soil map 2 Plat of shopping center showing 40' drainage easement 3 Layouts with and without aerial background images 4 Screen shot of Google Maps showing blue line and quad map of the area showing the same We will begin the process of getting a stream determination done so that we can determine whether this was a man- made channel or a natural channel You had stated on the phone that if it's a natural stream then it would be subject to the 30' undisturbed buffer and an additional 20' non -impervious buffer If it's a manmade channel then we will not be subject to those buffers but must maintain the water quality in the stream Based on the shape/direction of the channel I believe it to be manmade It runs in a straight line versus the stream channel on the north side of "Kidsville Playground" that has a natural meander That in combination with the 40' drainage easement on the plat are both strong correlations that the drainage feature is manmade