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HomeMy WebLinkAbout20171523 Ver 2_401 Application_201902289 617-15��3 V � �oF NVWNY � � ( L Office Use Only: O G Corps action ID no. o r DWQ project no. 'J Form Version 1.3 Dec 10 2008 Pre -Construction Notification PCN Form A. Applicant Information 1. Processing 1 a. Type(s) of approval sought from the Corps: ®Section 404 Permit El Section 10 Peq$ 1 b. Specify Nationwide Permit (NWP) number: NWP 39 or General Permit (GP) number: 1c. Has the NWP or GP number been verified by the Corps? ❑ Yes ® No 1d. Type(s) of approval sought from the DWQ (check all that apply): ® 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit ❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization 1 e. Is this notification solely for the record because written approval is not required? For the record only for DWQ 401 Certification: ❑ Yes ® No For the record only for Corps Permit: ❑ Yes ® No 1f. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts? If so, attach the acceptance letter from mitigation bank or in -lieu fee program. ❑ Yes ® No 1g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1h below. ❑ Yes ® No 1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ❑ Yes ® No 2. Project Information 2a. Name of project: Uwharrie Charter Middle School 2b. County: Randolph 2c. Nearest municipality / town: Asheboro 2d. Subdivision name: 2e. NCDOT only, T.I.P. or state project no: 3. Owner Information 3a. Name(s) on Recorded Deed: Uwharrie Green School, Inc. 3b. Deed Book and Page No. 002484/00880 3c. Responsible Party (for LLC if applicable): Mr. Van Hurley 3d. Street address: 5326 Highway 220 Business South 3e. City, state, zip: Asheboro, NC 27205 3f. Telephone no.: 336.610.0813 3g. Fax no.: 336.610.0815 3h. Email address: rVan2_Hurley@uwharriecharter.org Page 1 of 11 PCN Form — Version 1.3 December 10, 2008 Version 4. Applicant Information (if different from owner) 4a. Applicant is: ❑ Agent ❑ Other, specify: 4b. Name: 4c. Business name (if applicable): 4d. Street address: 4e. City, state, zip: 4f. Telephone no.: 4g. Fax no.: 4h. Email address: 5. Agent/Consultant Information (if applicable) 5a. Name: Bradley S. Luckey 5b. Business name (if applicable): Pilot Environmental Inc. 5c. Street address: PO Box 128 5d. City, state, zip: Kemersville, NC 27285 5e. Telephone no.: 336.708.4997 5f. Fax no.: 5g. Email address: bluckey@pilotenviro.com Page 2 of 11 PCN Form — Version 1.3 December 10, 2008 Version B. Project Information and Prior Project History 1. Property Identification 1a. Property identification no. (tax PIN or parcel ID): 7658355370 1 b. Site coordinates (in decimal degrees): Latitude: 35.63001 Longitude: - 79.82940 (DD.DDDDDD) (-DD.DDDDDD) 1 c. Property size: 40 acres 2. Surface Waters 2a. Name of nearest body of water (stream, river, etc.) to Big Branch proposed project: 2b. Water Quality Classification of nearest receiving water: Class C 2c. River basin: Yadkin 3. Project Description 3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application: The site is developed with a middle school, parking aras and landscaped areas. The remainder of the site consists of undeveloped wooded land. The site is located in a residential and mixed use area of Asheboro, Randolph County, North Carolina. 3b. List the total estimated acreage of all existing wetlands on the property: —2 Acres 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: Streams=-1,900LF 3d. Explain the purpose of the proposed project: The purpose of the project is to provide access to a proposed middle school. 3e. Describe the overall project in detail, including the type of equipment to be used: The overall project consists of development of the site with a middle school. In order to provide safe access to the site and the proposed middle school, an access road and two stream and one wetland crossings are necessary. To facilitate development of the site and construction of the proposed stream/wetland crossing, clearing and grading the site is necessary. Graders, haulers, excavators and other heavy equipment will be used during site construction. 4. Jurisdictional Determinations 4a. Have jurisdictional wetland or stream determinations by the Corps or State been requested or obtained for this property / ® Yes ❑ No ❑ Unknown project (including all prior phases) in the past? Comments: 4b. If the Corps made the jurisdictional determination, what type ®Preliminary ❑Final of determination was made? 4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company: Pilot Enviromental, Inc. Name (if known): Davidl Brame/Brad Luckey Other: 4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. 4.20.18 Page 3 of 11 PCN Form —Version 1.3 December 10, 2008 Version 5. Project History 5a. Have permits or certifications been requested or obtained for ® Yes ❑ No ❑ Unknown this project (including all prior phases) in the past? 5b. If yes, explain in detail according to "help file" instructions. The applicant received a NWP 39 Verification (SAW -2017-01797, dated 4.20.18) and 401 WQC (20171523, dated 3.27.18) for the proposed impacts: Crossing #1 - 95 LF permanent fill culvert, 7 LF permanent fill rip -rap fill and 10 LF temp pump around. Crossing #2 - 47 LF permanent fill culvert, 7LF permanent fill rip -rap, 10LF temp pump around and 1,600 SF of wetland fill. The applicant constructed Crossing 1 with an additional 15 LF of permanent impact from keyed in rip -rap and Crossing 2 with an additional 9 LF of permanent impact from keyed in rip -rap. 6. Future Project Plans 6a. Is this a phased project? ® Yes ® No 6b. If yes, explain. The project is not part of a phased project. Impacts to streamstwetlands, outside of those proposed in this appilication, are not anticipated as a result of the proposed project. Page 4 of 11 PCN Form —Version 1.3 December 10, 2008 Version C. Proposed Impacts Inventory 1. Impacts Summary 1 a. Which sections were completed below for your project (check all that apply): ® Wetlands ® Streams - tributaries ❑ Buffers ❑ Open Waters ❑ Pond Construction 2. Wetland Impacts If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted. 2a. 2b. 2c. 2d. 2e. 2f. Wetland impact Type of jurisdiction number — Type of impact Type of wetland Forested (Corps - 404, 10 Area of impact Permanent (P) or (if known) DWQ — non -404, other) (acres) Temporary T W1 SPOT Fill Bottomland Hardwood ® Yes ❑ No ® Corps El 0.04 W2 ❑ P ❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ W3 ❑ P ❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ W4 ❑ P ❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ W5 ❑ P ❑ T ❑ Yes ❑ No ❑ Corps ❑ DWQ W6 ❑ P ❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ 2g. Total wetland impacts 0.04 2h. Comments: Impact Area #2 will permanently impact 0.04 acres (1,600 SF) of wetlands by fill from assoicated road way. 3. Stream Impacts If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this question for all stream sites impacted. 3a. 3b. 3c. 3d. 3e. 3f. 3g. Stream impact Type of impact Stream name Perennial Type of jurisdiction Average Impact number - (PER) or (Corps - 404, 10 stream length Permanent (P) or intermittent DWQ — non -404, width (linear Temporary (T) (INT)? other) (feet) feet) S1 SPOT Culvert/Rip- Rap/Pump Around Unnamed ❑ PER ® INT ® Corps ❑ DWQ 4 95/22/10 S2 SPOT Culvert/Rip- Rap/Pump Around Unnamed ❑ PER ® INT ® Corps ❑ DWQ 4 47/16/10 S3 ❑ P ❑ T ❑ PER ❑ INT ❑ Corps ❑ DWQ S4 ❑ P ❑ T ❑ PER ❑ INT ❑ Corps ❑ DWQ S5 ❑ P ❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ S6 ❑ P ❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ 3h. Total stream and tributary impacts 142/38/20 3i. Comments: Impact Area #1 will permanently impact 95 linear feet of stream by culvert/sideslope fill and 22 linear feet of stream by associated keyed in rip -rap energy dissipater. Additionally, 10 linear feet of stream channel will be temporarily disturbed by associated pump around. Impact Area #3 will permanently impact 47 linear feet of stream by culvert/sideslope fill and 16 linear feet of impact from keyed in rip -rap energy dissipater. Area #3 will temporarily impact 10 linear feet of stream channel with pump around. Page 5 of 11 PCN Form — Version 1.3 December 10, 2008 Version The rip -rap energy dissipaters will be keyed in to existing beds and banks will not result in net loss to streams. Areas of temporary impact will be restored to similair pre -construction conditions and matted, seeded and planted. 4. Open Water Impacts If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of the U.S. then individually list all open water impacts below. 4a. Open water impact number — Permanent (P) or Temporary 4b. Name of waterbody (if applicable) 4c. Type of impact 4d. Waterbody type 4e. Area of impact (acres) 01 ❑P❑T 02 ❑P❑T 03 ❑P❑T 04 ❑P❑T 4L Total open water impacts 4g. Comments: Open water impacts are not being proposed. 5. Pond or Lake Construction If pond or lake construction proposed, then complete the chart below. 5a. Pond ID number 5b. Proposed use or purpose of pond 5c. Wetland Impacts (acres) 5d. Stream Impacts (feet) 5e. Upland (acres) Flooded Filled Excavated Flooded Filled Excavated Flooded P1 P2 K Total 5g. Comments: Construction of pondsAakes are not proposed. 5h. Is a dam high hazard permit required? ❑ Yes No If yes, permit ID no: 5i. Expected pond surface area (acres): 5j. Size of pond watershed (acres): 5k. Method of construction: Page 6 of 11 PCN Form — Version 1.3 December 10, 2008 Version 6. Buffer Impacts (for DWQ) If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts below. If any impacts require mitigation, then you MUST fill out Section D of this form. 6a. ❑ Neuse El Tar -Pamlico ®Other: Yadkin Project is in which protected basin? ❑ Catawba ❑ Randleman 6b. 6c. 6d. 6e. 6f. 6g. Buffer impact number - Reason Buffer Zone 1 impact Zone 2 impact Permanent (P) or for Stream name mitigation (square feet) (square feet) Temporary impact B1 ❑P❑T -required. El Yes ❑ No B2 ❑P❑T El Yes ❑ No B3 ❑P❑T El Yes ❑ No 6h. Total buffer impacts 6i. Comments: Buffer impacts are not proposed. D. Impact Justification and Mitigation 1. Avoidance and Minimization 1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project. Due to the development and use of the site as a middle school, several access roads must be constructed to provide safe access to the site.Several alternatives were evaluated for the road crossing location. The road crossing locations were selected in areas of the stream that were relative straight and free of meanders. Crossing locations #2 and #3 were selected to be as far up -gradient as possible to reduce impact to larger areas of wetlands further down -gradient. Initial desgins were located farther down -gradient then the proposed crossing locations and would have resulted in additional impacts to wetlands. There are approximately 2.0 acres of wetlands and 1,900 linear feet of intermittent stream located on the site. The remaining approximate 1.94 acres of wetlands and 1,727 linear feet of intermittent stream channel are being avoided. 1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. The impact and clearing limits will be staked and silt fence or other sediment retention devices will be used. Temporary coffer dams will be installed up -gradient of the proposed culverts. During construction, water will be pumped around the construction footprint. Appropriate bank protection will be provided in the channels during construction and all excess excavated material will be immediately removed from the crossing areas and stockpiled in upland locations. Upon completion of the culvert installations, the temporary sand bag coffer dams will be removed and flow will be diverted through the culverts. Following construction, disturbed banks will be restored to similar pre -construction conditions, matted and seeded/live staked. 2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State 2a. Does the project require Compensatory Mitigation for ❑ Yes ® No impacts to Waters of the U.S. or Waters of the State? 2b. If yes, mitigation is required by (check all that apply): ❑ DWQ ❑ Corps ❑ Mitigation bank 2c. If yes, which mitigation option will be used for this ❑Payment to in -lieu fee program project? ❑ Permittee Responsible Mitigation 3. Complete if Using a Mitigation Bank 3a. Name of Mitigation Bank: 3b. Credits Purchased (attach receipt and letter) Type Quantity Page 7 of 11 PCN Form - Version 1.3 December 10, 2008 Version 3c. Comments: 4. Complete if Making a Payment to In -lieu Fee Program 4a. Approval letter from in -lieu fee program is attached. ❑ Yes 4b. Stream mitigation requested: linear feet 4c. If using stream mitigation, stream temperature: ❑ warm ❑ cool ❑cold 4d. Buffer mitigation requested (DWQ only): square feet 4e. Riparian wetland mitigation requested: acres 4f. Non -riparian wetland mitigation requested: acres 4g. Coastal (tidal) wetland mitigation requested: acres 4h. Comments: 5. Complete if Using a Permittee Responsible Mitigation Plan 5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan. 6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ 6a. Will the project result in an impact within a protected riparian buffer that requires buffer mitigation? ❑ Yes ® No 6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the amount of mitigation required. Zone 6c. Reason for impact 6d. Total impact (square feet) Multiplier 6e. Required mitigation (square feet) Zone 1 3 (2 for Catawba) Zone 2 1.5 6f. Total buffer mitigation required: 6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank, permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund). 6h. Comments: Page 8of11 PCN Form — Version 1.3 December 10, 2008 Version E. Stormwater Management and Diffuse Flow Plan (required by DWQ) 1. Diffuse Flow Plan 1 a. Does the project include or is it adjacent to protected riparian buffers identified ❑ Yes ® No within one of the NC Riparian Buffer Protection Rules? 1 b. If yes, then is a diffuse flow plan included? If no, explain why. ❑ Yes ❑ No Comments: There is no proposed discharge into a regulated buffer. 2. Stormwater Management Plan 2a. What is the overall percent imperviousness of this project? 12.9% 2b. Does this project require a Stormwater Management Plan? ® Yes ❑ No 2c. If this project DOES NOT require a Stormwater Management Plan, explain why: 2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan: SW management Plan approval attached. ❑ Certified Local Government 2e. Who will be responsible for the review of the Stormwater Management Plan? ® DWQ Stormwater Program ❑ DWQ 401 Unit 3. Certified Local Government Stormwater Review 3a. In which local government's jurisdiction is this project? ❑ Phase II 3b. Which of the following locally -implemented stormwater management programs ❑ NSW ❑ USMP apply (check all that apply): ❑ Water Supply Watershed ❑ Other: 3c. Has the approved Stormwater Management Plan with proof of approval been ❑ Yes ❑ No attached? 4. DWQ Stormwater Program Review ❑ Coastal counties ❑ HQW 4a. Which of the following state -implemented stormwater management programs apply ❑ ORW (check all that apply): ❑ Session Law 2006-246 ❑ Other: 4b. Has the approved Stormwater Management Plan with proof of approval been ® Yes ❑ No attached? 5. DWQ 401 Unit Stormwater Review 5a. Does the Stormwater Management Plan meet the appropriate requirements? ❑ Yes ❑ No 5b. Have all of the 401 Unit submittal requirements been met? ❑ Yes ❑ No Page 9 of 11 PCN Form — Version 1.3 December 10, 2008 Version F. Supplementary Information 1. Environmental Documentation (DWQ Requirement) la. Does the project involve an expenditure of public (federal/state/local) funds or the ❑ Yes ® No use of public (federal/state) land? 1 b. If you answered "yes" to the above, does the project require preparation of an environmental document pursuant to the requirements of the National or State ❑ Yes ❑ No (North Carolina) Environmental Policy Act (NEPA/SEPA)? 1c. If you answered 'fres" to the above, has the document review been finalized by the State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval ❑ Yes ❑ No letter.) Comments: 2. Violations (DWQ Requirement) 2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, ❑ Yes ® No or Riparian Buffer Rules (15A NCAC 213 .0200)? 2b. Is this an after -the -fact permit application? ❑ Yes ® No 2c. If you answered 'yes" to one or both of the above questions, provide an explanation of the violation(s): 3. Cumulative Impacts (DWQ Requirement) 3a. Will this project (based on past and reasonably anticipated future impacts) result in ❑ Yes ® No additional development, which could impact nearby downstream water quality? 3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the most recent DWQ policy. If you answered "no," provide a short narrative description. We are not aware of additional development that will impact nearby downstream water quality. 4. Sewage Disposal (DWQ Requirement) 4a. Clearly detail the ultimate treatment methods and disposition (non -discharge or discharge) of wastewater generated from the proposed project, or available capacity of the subject facility. Wastewater generated by the proposed facility will be treated by municial services. Impacts to features from wastewater generation are not proposed. Page 10 of 11 PCN Form —Version 1.3 December 10, 2008 Version 5. Endangered Species and Designated Critical Habitat (Corps Requirement) 5a. Will this project occur in or near an area with federally protected species or ❑ Yes ® No habitat? 5b. Have you checked with the USFWS concerning Endangered Species Act ❑ Yes ® No impacts? El Raleigh 5c. If yes, indicate the USFWS Field Office you have contacted. ❑ Asheville 5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat? Pilot consulted the USFWS Randolph County list, dated 9.13.17 to identify protected species that could occur within the proposed project area. The USFWS list of protected species identifies the Cape Fear shiner (E) and Schweinitiz's sunflower. Based on our observations, the proposed road crossing locations would not contain suitable habitat for these species. Therefore, it is our opinion that the proposed project would have no effect to federally protected species. 6. Essential Fish Habitat (Corps Requirement) 6a. Will this project occur in or near an area designated as essential fish habitat? ❑ Yes ® No 6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat? NOAA EFH Mapper 7. Historic or Prehistoric Cultural Resources (Corps Requirement) 7a. Will this project occur in or near an area that the state, federal or tribal governments have designated as having historic or cultural preservation ❑ Yes ® No status (e.g., National Historic Trust designation or properties significant in North Carolina history and archaeology)? 7b. What data sources did you use to determine whether your site would impact historic or archeological resources? Pilot reviewed the NC SHPO Historic Properties website to determine impact to historic or archeological resources (attached). Potentially eligible or listed National Registar properties are not located on or within 800 feet of the site. 8. Flood Zone Designation (Corps Requirement) 8a. Will this project occur in a FEMA -designated 100 -year floodplain? ❑ Yes ® No 8b. If yes, explain how project meets FEMA requirements: 8c. What source(s) did you use to make the floodplain determination? FEMA FIRM 3710765800J / Digitally signed by Bradley S. Luckey DN: cn=Bradley S. Luckey, o=Pilot Bradley S. Luckey y r, Environmental, Inc.,ou, ` email=bluckey@pilotenviro.com, r --US 2.24.19 Date: 2019.02.2415:28:11 -05'00' Applicant/Agent's Signature Applicant/Agent's Printed Name Date (Agent's signature is valid only if an authorization letter from the applicant is provided. Page 11 of 11 PCN Form — Version 1.3 December 10, 2008 Version AGENT AUTHORIZATION This form authorizes Pilot to act as our agent in stream/wetland matters including U.S. Army Corps of Engineers and North Carolina Division of Water Resources field verification and permitting. Property Address: V.S TT v) iA_ koro c_ Owner Information: Address: Sia LIS 2 7a nS Telephone Number: Fax Number: E-mail Address; lJGch _ hw. ��►,�L, Uwl,o,,,,:-cYw,,4c...ar�, JURISDICTIONAL DETERMINATION REQUEST D. PROPERTY ACCESS CERTIFICATION By signing below, I authorize representatives of the Wilmington District, U.S. Army Corps of Engineers (Corps) to enter upon the property herein described for the purpose of conducting on- site investigations, if necessary, and issuing a jurisdictional determination pursuant to Section 404 of the Clean Water Act and/or Section 10 of the Rivers and Harbors Act of 1899. I, the undersigned, am either a duly authorized owner of record of the property identified herein, or acting as the duly authorized agent of the owner of record of the property. VO -Y\ 1-�.. l z--,, Print Name Capacity: Owner Authorized Agent Date Signatu STREAM THE RAINS GROUP tis neoar WAM V1� Mp1, lC X)J7 0 TI!I RA S G PROJECT: a CLMNr a z Aga 4 r A � gz U TBIRAW GIM, LW Nu POW W.&CAM: 1-1419 PV,0J= NO: 2017-0100 SHMT EX1 �1VIPACT #1 PBRAfARMRTnWAClB BTS1KAXnWAC7PJMWCULVKffM2Pl G-MLF BTXff"Z 'ACTPSOXR FWL4P-7LT TOTAL P<BYARID iTnWAGT. JO LF TAD'OAABYJWACT lI LFPSOMM"AAWND OPERATION ---------------- 7LFFPRON TO BE BURIED 80 NNEL ELEVATIONS ARE SHE DETAIL ON MIM EY4 RIP.EAP STBEAM BHQPIONTO BERRMIGNED WITH DOWNSTEEAMENCEIVING EIEEAM ISIM HAIR CROB8 MILV N AS EEBIIIA() BTEEAM ------ES@PING STREAM GPAPHIC WALE - (w�oa 8P{ M aon Bon aue m•o. r» DMOU77 rsa4l ns.arrs�mRalo~a 789 rersantieXD /782 789 BIBDED 8s 7780 7W BUZMD RIP -RAP 776 776 772 00 0+50 0 T P -SD -LINE 13 NTS THE RAINS GROUP ins � "um. maces msm m� Ii�ItIS GftOU PROJECT: CHECKMEY: ovc 0 EMLCAM 1-14-19 PROJECT NO: 2017-0100 EX2 wmum � �DFQAISONDDRIIiO .IMPACT #3 PERMANENT IMPACT 49 LF IMPACT FROMCULVERTIPHJ. - 804 o"a 804 - _ zw ommm TEMPORARYIWACT n,..,,,,�„ .,'MAOs 10LFFROMPUMPAROUNDOPERATION a�a Soo Soo 1 �.00em //' 8�61V \ � 1 � � 1 1 IMPACT #2 PERMANENT IMPACT 1800 SF WETLAND IMPACT FROMPII.L szsseu \ i 1 1"=30' 792 788 P_ }}-- 1i-788 fIIJ OFAP'&�io4sd Gima�M I dA!X 111.1 784 784 2" O! er • 1.m% 780 780 778 778 P -SD -LINE 9 1"=30' or N70&m THE RAINS GROUP „-,EUMM.0Ak s Tn`�nms G�OU THE RAW a>DUF,UX Nu P-0tt7 MAL DATE: 1-14-19 PRDJWr NO: 2017-0100 EX3 WAtMATMpL11 —� d �O�o° o° {' ryy�i of l�J II II`J'71 N Ih >sT Y a 11 1:--i�•� mTm ,lf ,,�If p e°Oco Oo p 0apa�o0 rp op o Oe C ea°goOp poo O O ° poo -wIOQOYOY- .-J TWOrBAHK - .J i ELEVATION STANDARD TEMPORARY STREAM CROSSING WAtMATMpL11 —� d �O�o° o° oe{°�off app °oopo pa° po oa 0000 oao°o 0 0 Sr]j c 00 00 All poo 0 .0 e p o O O p 0 6 O O O e° ° e 000 o0a p e°Oco Oo p 0apa�o0 rp op o Oe C ea°goOp poo O O ° poo -wIOQOYOY- .-J TWOrBAHK - .J i -tar: VIEW STANDARD TEMPORARY STREAM CROSSING LTJ m o o •°Q a qs,6•%o a o; : s,°:e � w. 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TM AIYTOMTATMOa@LrrM MAIL M D1mM0O! /D'AAT f a{ Dwld' P T®1!1 W I Aft D11T'n0 aInMAD1OIn�w1�TmKDualamuonvnamAaaa. T+n ABaNMAurTunA amoT101TwwAasTm nowNmull amL L rmwmmar'm amOFT7aArlgfMIIIIII WLTOTA1WTp1 wmaw'mnrmrmDanAllm BU910YTATMTOIwa M M A AILMI MNIMM MTOMODWWMTOMY01®Afi T. T>o PLWMOFMA.>! W MOt.Og FAOMDFTal10DYD10 (wA1 Mol" IIOTn ALICwMk L MA OLOUMR=]U np IOWIALAt>Ae MffOrMAPSMWZL Mlol W-UPAPBMIXIME Ar• rm0"m ounaTm L w Aa Lft mu w w w ar ave rr0 w IF w v LM Mer w v IAr Yar 111 Mea w w w of ur mw w w Ir w aw slo w mr w or LW ALL APEONS TO HAVE O.OD% 8LOPE Level 4� Deecrls M A level n coder b a f pr permanent oullnl or dikes pts divonione conabbng of an excwoled cnanrlel construaletl of zero Brad° acrvcs o lope Mal wnwrts concent,te0 noon to enact flow arm rebleed it onto oroaa eWWheee by exbdnB negdtobon. sediment -leas, I.W. _a_bowg__1 be am°tea loworae level ew.ad.,. Whore N pg E WNngh=� Lrv,oders FouN bs comtraal.d In anabwroea a. s that are smbiczed by exietn9 vageWa .14 Mn cancan n -al Bowe a antill0led t° cur" Diversion channels all fora alable outlet for c entroled storm ewaier flows. The level spreader n be used for We purpose if the runoff is relatrvery fr of sediment. If properyc conetructea, the Iewl apnoaer will egnifiwnty reduce title velocity of concentrated storm wale, ana apreod it unirprmy war o stable undiatuAeO urea. Tde efp of the lavel spreader Mould c mist If a permanent NO BeirMor[anent Nat (TRY) able W e 11.nd 5 -Il shear ed,aa. - TRN e -le extend 10 -feat `­tfr lip cad de --I at levet 6 -inches I; in tM spratd- and extend at bast 12-ln beyond the lip nn the outside of theapneas,. rt C be Inealbllorc kvt token oaring convtruction to ensure Int, lower lip of tM in -l- Ia al. If Mem any aepreeerone in tM lip. flee elll land t° c nc I'de at Ihsae paints and endo will oc dliry In loft", of Me outlet. T d p -em may a awidet by using a grade boon, a grovel lip pr a nat along M° I., xp of tM Yvel ep_.,.n If c iRN ie us W, it ehoul0 exlentl 10 -feet ti the lip Ind be buried of team 5-11- within the spreader, and extend of lintel 12 i-ee beyond the lip on Me outage of Me aprtad., me grade at the clrmnel tmnvitlon for the lag 20 -feet idea, entering the Iwel apreaaer should be Ina Man or equal to I percent. TM creat of the averrlaw should be Iwel (0 psora, B,de) M emu, uniform apnadinq of runoff. Mme s� ea ana uol l le n 111 aprnad, Mould De apectna wary ae en days and w1Mia 24 -Feu, axter seen minfoN ween tlnt produces Theinches t , ah ld :,,cid the p to en rc Mat xis eW arming correcley. The controctar Mould avoid Me placomenl of any molargl on Dro xlrucWm or prevent comtruction eralik If the cpmeder a ftn,". by ii at -d- t,exe. it snouts be Immadbtely epoi LEVEL SPREADER T- O wlwlmcs 1AONRH aallAoeltr Dwlm wormaA PA worm IArgTlap F!" 1 11.0 ar TO r r 0.r LEVEL SPREADER THE RAINS GROUP IIT,I IDOC ImmI lr K]I/P Ym incftnITIS G�OU PRQECr: DKR I ?•.fir''"`..,,-, yr-< THS SAW �N.P.11AR } 1- No.Yd417 j3v SEALOATB: 1-1419 PRojwr 2017-0100 EX4 O O ° tti�tzW rmrlmB --�{ Naas: mma Tb Amade AD Ptma. ed N- 8 -tel TDralAllK IBYaas NtmO'T)DlPbtr CeWelauNm maA4mbWemW Aetl.Wee rwalaellogo8 DeYWhwNat ffnld Dbmb. >DMB Piped Diversion Detail gHRT,ga3 Aro l$ 701a -- LTJ m o o •°Q a qs,6•%o a o; : s,°:e � w. Y �DlY � I , 11,1 � �°° o �A� - °"�° ° •'" ° °'° .e = _` — 1 /�/� M04A MP80ACH 8KC1'10N a1 f( ]1�SMIY &.oPE ONKl1AD INNIOrM swrna.Da YV1rAcm]"Em William OH161[gALrI11Al®ANK -- cy �_"p,,.+,BDalAC6YWw DflM&ON 11,101,1111 RLTKBta.om STANDARD TEMPORARY STREAM CROSSING OPTION v ccT T a wwmmpww rruutea terms r e a�rooiOa"tl0�'ismA+onwmuA>mr�r Wxprteutrraou®ma• @. '�1xll'ro m..ren�°�`a:.mlr�nmrm ANCBOt MmtiALYT TO l A rv0.rwNwAsrowaumaav4rlc?ax ATYKr, lYtlyNIX® u.. NWRrt9e� w1m ill rPUBl9l' l zvv went rOPA[c1Oi1' Amo IDYaOTR OB¢i041'm. �'. 41e— eleg wYarAlmpeoYTYtlape f1NA'OYGW.[ I m® �°O�WAranveeur eo,�o,Ypn ®msfolrm AmDrbaYrC�p li Ai 0a®laW�� PERSPECTIVE VIEW STANDARD TEMPORARY STREAM CROSSING OPTION -�I ffiLT 7 1' L `—LAmwlDaarA®a ORMON as RrpHAP APRON AT PIPE OUTLETS �^ I I I x If x11 'i II II � 11-8=I�P x�a-1 �I�iIH--II�Ir ,I 11 x f l x 1 1-1 f•� •f r Mlaol CKMw - rrAMllmrm • mmarAM IwM�DII ' Iaa A 1TAfYlD - 1 oujmll1E0k al SL ryATM1aWY I(OPEdT%) PERSPECTM VIEW Y�1! s_�11� w�ier.�iiM venallLYa. anon 1=111 --III- a I— 11_i I�= l lI I III -1 I I—�--1-"'— SECTION A -A RIP -RAP APRON IN STREAM SECTION AT FES 55 & 70 L CLAMOR "MoFRU2MANDIABOMWOMANDDWMGVAMM L IaMTO>o4AOOtsla�ao ,101E 11UaDIQIWWALR ffilATAT1QYDYMI rL10(M6 • 141ATMO°ID MTam W1D'IHM)MOr7gAMRl AHDAWWW M 0,20 PR1MOWAMTAT7Jt•MCKUMDOnMATANAZ W OMOIF M Alm A MMM Nor LM/ TBAII TIIOIM=TAs Taw DDIIQIM om ay.. . MOA01 a"mmmm OnAiDm. TM AIYTOMTATMOa@LrrM MAIL M D1mM0O! /D'AAT f a{ Dwld' P T®1!1 W I Aft D11T'n0 aInMAD1OIn�w1�TmKDualamuonvnamAaaa. T+n ABaNMAurTunA amoT101TwwAasTm nowNmull amL L rmwmmar'm amOFT7aArlgfMIIIIII WLTOTA1WTp1 wmaw'mnrmrmDanAllm BU910YTATMTOIwa M M A AILMI MNIMM MTOMODWWMTOMY01®Afi T. T>o PLWMOFMA.>! W MOt.Og FAOMDFTal10DYD10 (wA1 Mol" IIOTn ALICwMk L MA OLOUMR=]U np IOWIALAt>Ae MffOrMAPSMWZL Mlol W-UPAPBMIXIME Ar• rm0"m ounaTm L w Aa Lft mu w w w ar ave rr0 w IF w v LM Mer w v IAr Yar 111 Mea w w w of ur mw w w Ir w aw slo w mr w or LW ALL APEONS TO HAVE O.OD% 8LOPE Level 4� Deecrls M A level n coder b a f pr permanent oullnl or dikes pts divonione conabbng of an excwoled cnanrlel construaletl of zero Brad° acrvcs o lope Mal wnwrts concent,te0 noon to enact flow arm rebleed it onto oroaa eWWheee by exbdnB negdtobon. sediment -leas, I.W. _a_bowg__1 be am°tea loworae level ew.ad.,. Whore N pg E WNngh=� Lrv,oders FouN bs comtraal.d In anabwroea a. s that are smbiczed by exietn9 vageWa .14 Mn cancan n -al Bowe a antill0led t° cur" Diversion channels all fora alable outlet for c entroled storm ewaier flows. The level spreader n be used for We purpose if the runoff is relatrvery fr of sediment. If properyc conetructea, the Iewl apnoaer will egnifiwnty reduce title velocity of concentrated storm wale, ana apreod it unirprmy war o stable undiatuAeO urea. Tde efp of the lavel spreader Mould c mist If a permanent NO BeirMor[anent Nat (TRY) able W e 11.nd 5 -Il shear ed,aa. - TRN e -le extend 10 -feat `­tfr lip cad de --I at levet 6 -inches I; in tM spratd- and extend at bast 12-ln beyond the lip nn the outside of theapneas,. rt C be Inealbllorc kvt token oaring convtruction to ensure Int, lower lip of tM in -l- Ia al. If Mem any aepreeerone in tM lip. flee elll land t° c nc I'de at Ihsae paints and endo will oc dliry In loft", of Me outlet. T d p -em may a awidet by using a grade boon, a grovel lip pr a nat along M° I., xp of tM Yvel ep_.,.n If c iRN ie us W, it ehoul0 exlentl 10 -feet ti the lip Ind be buried of team 5-11- within the spreader, and extend of lintel 12 i-ee beyond the lip on Me outage of Me aprtad., me grade at the clrmnel tmnvitlon for the lag 20 -feet idea, entering the Iwel apreaaer should be Ina Man or equal to I percent. TM creat of the averrlaw should be Iwel (0 psora, B,de) M emu, uniform apnadinq of runoff. Mme s� ea ana uol l le n 111 aprnad, Mould De apectna wary ae en days and w1Mia 24 -Feu, axter seen minfoN ween tlnt produces Theinches t , ah ld :,,cid the p to en rc Mat xis eW arming correcley. The controctar Mould avoid Me placomenl of any molargl on Dro xlrucWm or prevent comtruction eralik If the cpmeder a ftn,". by ii at -d- t,exe. it snouts be Immadbtely epoi LEVEL SPREADER T- O wlwlmcs 1AONRH aallAoeltr Dwlm wormaA PA worm IArgTlap F!" 1 11.0 ar TO r r 0.r LEVEL SPREADER THE RAINS GROUP IIT,I IDOC ImmI lr K]I/P Ym incftnITIS G�OU PRQECr: DKR I ?•.fir''"`..,,-, yr-< THS SAW �N.P.11AR } 1- No.Yd417 j3v SEALOATB: 1-1419 PRojwr 2017-0100 EX4 ROY COOPER Governor MICHAEL S. REGAN secretary Energy, Mineral and Land Resources TRACY DAVIS ENVIRONMENTAL QUALITY Director September 5, 2017 LETTER OF APPROVAL Hubrich Contracting, Inc. Steve Hubrich 4321 Medical Park Dr. Suite 100 Durham, NC 27704 RE: Project Name: UWHARRIE CHARTER MIDDLE SCHOOL Acres Approved: 19.39 Project ID: RANDO-2018-008 County: Randolph, City: Asheboro Address: Us 220 Hwy. River Basin: cf Stream Classification: other Submitted By: The Rains Group Date Received by LQS: August 17, 2017 Plan Type: Institutional Dear Sir or Madam: This office has reviewed the subject erosion and sedimentation control plan. We find the plan to be acceptable and hereby issue this Letter of Approval. The enclosed Certificate of Approval must be posted at the job site. This plan approval shall expire three (3) years following the date of approval, if no land -disturbing activity has been undertaken, as is required by Title 15A -NCAC 4B .0129. Please be aware that your project will be covered by the enclosed NPDES Construction Stormwater General Permit NCGO10000. Please become familiar with all the requirements and conditions of this permit in order to achieve compliance. Title 15A NCAC 4B .0118(a) requires that a copy of the approved erosion control plan be on file at the job site. Also, this letter gives the notice required by G.S. 113A -61.1(a) of our right of periodic inspection to insure compliance with the approved plan. Division of Energy, Mineral, and Land Resources Energy Section - Geological Survey Section - Land Quality Section 450 West Hanes Mill Road, Suite 300, Winston-Salem, NC 27105• Phone: 336-776-9800 - FAX: 338-776-9798 Internet: http://DortW.nodenr.ora/webAr/ An Equal Opportunity 1 Affirmative Action Employer — 50% Recycled 110% Post Consumer Paper Letter of Approval Hubrich 9/5/17 Page 2 of 2 North Carolina's Sedimentation Pollution Control Act is performance -oriented, requiring protection of existing natural resources and adjoining properties. If, following the commencement of this project, the erosion and sedimentation control plan is inadequate to meet the requirements of the Sedimentation Pollution Control Act of 1973 (North Carolina General Statute 113A-51 through 66), this office may require revisions to the plan and implementation of the revisions to insure compliance with the Act. Acceptance and approval of this pian is conditioned upon your compliance with Federal and State water quality laws, regulations, and rules. In addition, local city or county ordinances or rules may also apply to this land -disturbing activity. This approval does not supersede any other permit or approval. Please note that this approval is based in part on the accuracy of the information provided in the Financial Responsibility Form, which you provided. You are requested to file an amended form if there is any change in the information included on the form. In addition, it would be helpful if you notify this office of the proposed starting date for this project. Please notify us if you plan to have a preconstruction conference. Your cooperation is appreciated. Sincerely, Scott Sink Assistant Regional Engineer Land Quality Section Enclosures: Certificate of Approval NPDES Permit cc: The Rains Group 1139 Hernitage Rd. Rock Hill, SC 29732 R;; sadORl""011 CERTIFICATE OF PLAN APPROVAL The posting of this certificate certifies that an erosion and sedimentation control plan has been approved for this project by the North Carolina Department of Environmental Quality in accordance with North Carolina General Statute 113A — 57 (4) and 113A — 54 (d) (4) and North Carolina Administrative Code, Title 15A, Chapter 4B.0107 (c). This certificate must be posted at the primary entrance of the job site before construction begins and until establishment of permanent groundcover as required by North Carolina Administrative Code, Title 15A, Chapter 4B.0127 (b). A 40 /-4 b ljoe0`7 Date of lan Approval Ener Quamy w I ." Ch 7 IMP , •. "� ' f1 .'1!'' . - `/ ' fel ,f J v+ 1 4 ' k !f �.;.. ,��\`fir' • . 91d Sa, Ma}f + 0.` 1! 10 164 Ch , 1 r I LEGEND . Site Boundary Drawing 1 USGS Topographic Map USGS Topographic Mapt' Uwharrie Charter Middle School Asheboro and Seagrove,'i Approximate 40 Acre Tract Asheboro, Randolph County, NC NC Quadrangles pI�T Scale: 1" = 2,000' PILO' '" AON"IK TAL.jNC Pilot Project 2964 r� Drawing 2A USDA Soil Survey of Randolph County, NC Published 2006, Sheets 13 and 18 Not to Scale pi�or " I: O T ! N V, R 0 N M I N T A L. I N C TIM r" --A + LEGEND Site Boundary Published Soil Map Uwharrie Charter Middle School Approximate 40 Acre Tract Asheboro, Randolph County, NC Pilot Project 2964 Drawing 3 USFWS NWI Wetlands Mapper Scale: 1" = 500' f PILOTi^.r._._ PILO? INVIRONMIIN T A L. INC LEGEND P" -Site Boundary ti Freshwater Emergent ti Freshwater Forested/shrub ti Estuarine and Marine Deepwater ti Estuarine and Marine Freshwater Pond ti Lake Riverine Other NWI Map Uwharrie Charter Middle School Approximate 40 Acre Tract Asheboro, Randolph County, NC Pilot Project 2964 N 11 LEGEND Site Boundary 01%Annual Chance Flood Hazard Regulatory Flood&@)/ ■ Special Flood,v p/ Areaof Undetermined Flood Hazard ry ,' 0.2% Annual Chance Flood Hazard Future Conditions 1°I Annual Chance Flood Hazard IFA Area with Reduced Risk Due to Levee Drawing 4 ; FEMA FIRM t'. i; Uwharrie Charter Middle School National Flood Hazard Layer Approximate 40 Acre Tract from FEMA Web Map Service A' S Asheboro, Randolph County, NC Scale: 1" = 500' PILOT FI,OT TAL "` Pilot Project 2964 WAA 1-38 8P DP -1 t5 1 WA 1-49 WBA 1-19 WB 1-21 LEGEND Site Boundary ......E Intermittent Stream Perennial Stream Wetlands SA 1-5 1 Flag Number DP -1 • Data Point — Verification Change FLAG NUMBERS/INFO WC 25-35 WCA 1-13 r W 1-7 W 8-18 -♦ a ISCA NOT FLAGGED (SURVEYOR LOCATE) Perennial Stream Determined by NCDEQ-DWR ISc NOT FLAGGED (SURVEYOR LOCATE) WETLAND FLAGS —_ THE LOCATIONS OF FEATURES SHOWN ON THIS MAP ARE STREAM FLAGS = APPROXIMATE. THEY WERE VERIFIED BY MR. ANDY Stream Flags = 28 WILLIAMS WITH THE USACE ON 9.19.17 AND MS. SUE Wetland Flags = 172 HOMEWOOD WITH THE NCDEQ-DWR ON 1.3.18. THEY Total Flags = 200 HAVE NOT BEEN SURVEYED OR GEOLOCATED. Drawing 5 Aerial Imagery from ESRI and Pilot Field Notes Scale: 1" = 300' Date: 1.9.18 P I L O l E N V I R 0 N M E N T A L I N C F% Wetland Flag Map Uwharrie Charter Middle School Approximate 40 Acre Tract Asheboro, Randolph County, NC Pilot Project 2964 Appendix 2 - PRELIMINARY JURISDICTIONAL DETERMINATION (PJD) FORM A. REPORT COMPLETION DATE FOR PJD: April 20, 2018 B. NAME AND ADDRESS OF PERSON REQUESTING PJD: David S. Brame, Pilot Environmental, Inc., PO Box 128, Kemersville, NC 27285 C. DISTRICT OFFICE, FILE NAME, AND NUMBER: Raleigh Regulatory Field Office, Uwharrie Middle, SAW -2017-01797 D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION: Located south of Asheboro in Randolph County. Site contains wooded land. Was timbered two to five years ago. (USE THE TABLE BELOW TO DOCUMENT MULTIPLE AQUATIC RESOURCES AND/OR AQUATIC RESOURCES AT DIFFERENT SITES) State: NC County/parish/borough: Randolph City: Asheboro Center coordinates of site (lat/long in degree decimal format): Lat.: 35.630582° Long.: -79.829621' Universal Transverse Mercator: WGS 84 Name of nearest waterbody: Big Branch E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY): ® Office (Desk) Determination. Date: April 20, 2018 ® Field Determination. Date(s): September 19, 2017 TABLE OF AQUATIC RESOURCES IN REVIEW AREA WHICH "MAY BE" SUBJECT TO REGULATORY JURISDICTION. Site number Latitude (decimal degrees) Longitude (decimal degrees) Estimated amount of aquatic resource in review area (acreage and linear feet, if applicable) Type of aquatic resource (i.e., wetland vs. non -wetland waters) Geographic authority to which the aquatic resource "may be" subject (i.e., Section 404 or Section 10/404) SA 35.6305950 79.8307780 500 Lf on -wetland waters Section 404 SC 35.6290820 79.8268200 750 Lf on -wetland waters Section 404 SCA 35.6299910 79.8279920 650 Lf on -wetland waters Section 404 A 35.6305950 79.8307780 1.4 ac Wetland Section 404 B 35.6291020 79.8311280 0.1 ac Wetland Section 404 C 35.6299420 79.8282580 0.5 ac Wetland Section 404 1) The Corps of Engineers believes that there may be jurisdictional aquatic resources in the review area, and the requestor of this PJD is hereby advised of his or her option to request and obtain an approved JD (AJD) for that review area based on an informed decision after having discussed the various types of JDs and their characteristics and circumstances when they may be appropriate. 2) In any circumstance where a permit applicant obtains an individual permit, or a Nationwide General Permit (NWP) or other general permit verification requiring "pre- construction notification" (PCN), or requests verification for a non-reporting NWP or other general permit, and the permit applicant has not requested an AJD for the activity, the permit applicant is hereby made aware that: (1) the permit applicant has elected to seek a permit authorization based on a PJD, which does not make an official determination of jurisdictional aquatic resources; (2) the applicant has the option to request an AJD before accepting the terms and conditions of the permit authorization, and that basing a permit authorization on an AJD could possibly result in less compensatory mitigation being required or different special conditions; (3) the applicant has the right to request an individual permit rather than accepting the terms and conditions of the NWP or other general permit authorization; (4) the applicant can accept a permit authorization and thereby agree to comply with all the terms and conditions of that permit, including whatever mitigation requirements the Corps has determined to be necessary; (5) undertaking any activity in reliance upon the subject permit authorization without requesting an AJD constitutes the applicant's acceptance of the use of the PJD; (6) accepting a permit authorization (e.g., signing a proffered individual permit) or undertaking any activity in reliance on any form of Corps permit authorization based on a PJD constitutes agreement that all aquatic resources in the review area affected in any way by that activity will be treated as jurisdictional, and waives any challenge to such jurisdiction in any administrative or judicial compliance or enforcement action, or in any administrative appeal or in any Federal court; and (7) whether the applicant elects to use either an AJD or a PJD, the JD will be processed as soon as practicable. Further, an AJD, a proffered individual permit (and all terms and conditions contained therein), or individual permit denial can be administratively appealed pursuant to 33 C.F.R. Part 331. If, during an administrative appeal, it becomes appropriate to make an official determination whether geographic jurisdiction exists over aquatic resources in the review area, or to provide an official delineation of jurisdictional aquatic resources in the review area, the Corps will provide an AJD to accomplish that result, as soon as is practicable. This PJD finds that there "may be"waters of the U.S. and/or that there "may be" navigable waters of the U.S. on the subject review area, and identifies all aquatic features in the review area that could be affected by the proposed activity, based on the following information: SUPPORTING DATA Data reviewed for PJD (check all that apply) Checked items should be included in subject file. Appropriately reference sources below where indicated for all checked items: ® Maps, plans, plots or plat submitted by or on behalf of the PJD requestor: Map: ® Data sheets prepared/submitted by or on behalf of the PJD requestor. ® Office concurs with data sheets/delineation report. ❑ Office does not concur with data sheets/delineation report. Rationale: ❑ Data sheets prepared by the Corps: ❑ Corps navigable waters' study: ❑ U.S. Geological Survey Hydrologic Atlas: ❑ USGS NHD data. ❑ USGS 8 and 12 digit HUC maps. ® U.S. Geological Survey map(s). Cite scale & quad name: 1" = 2,000'— Asheboro and Seagrove ® Natural Resources Conservation Service Soil Survey. Citation: Soil Survey of Randolph County, Published 2006, Sheet 13 and 18 ®National wetlands inventory map(s). Cite name: USFWS NWI Wetlands Mapper ❑ State/local wetland inventory map(s): ® FEMA/FIRM maps: National Flood Hazard Layer From FEMA Web Map Service ❑100 -year Floodplain Elevation is: (National Geodetic Vertical Datum of 1929) ®Photographs: ® Aerial (Name & Date): or ❑ Other (Name & Date): ❑Previous determination (s). File no. and date of response letter: RJOther information (please specify): September 19, 2017 site visit by Corps. Digitally signed by WILLIAMSANDRE W.E.1244561655 DN: c=US, o=U.S. Govemment, ou=DoD, ou=PKI, ou=USA, cn=W ILLIAMSANDRE W.E.1244561655 Date: 2018.04.2017:20:36 -04'00' Signature and date of Regulatory staff member completing PJD Signature and date of person requesting PJD (REQUIRED, unless obtaining the signature is impracticable)' 1 Districts may establish timeframes for requestor to return signed PJD forms. If the requestor does not respond within the established time frame, the district may presume concurrence and no additional follow up is necessary prior to finalizing an action. WAA 1-38 SA 1-28 DP -2 O O DP -1 WA 1-49 W BA 1-19 WB 1-21 WC 25-35 WCA 1-13 WC 1-16 --� W 1-7 W8-18 -► FLAG NUMBERS/INFO WETLAND FLAGS = STREAM FLAGS = Stream Flags = 28 Wetland Flags = 172 Total Flags = 200 Drawing 5 Aerial Imagery from ESRI and Pilot Field Notes Scale: 1" = 300' Date: 1.9.18 TSCA NOT FLAGGED (SURVEYOR LOCATE) Perennial Stream Determined by NCDEQ-DWR ISC NOT FLAGGED (SURVEYOR LOCATE) THE LOCATIONS OF FEATURES SHOWN ON THIS MAP ARE APPROXIMATE. THEY WERE VERIFIED BY MR. ANDY WILLIAMS WITH THE USACE ON 9.19.17 AND MS. SUE HOMEWOOD WITH THE NCDEQ-DWR ON 1.3.18. THEY HAVE NOT BEEN SURVEYED OR GEOLOCATED. P I L 0 1 E N V I R 0 N M E N T A L I N C Wetland Flag Map Uwharrie Charter Middle School Approximate 40 Acre Tract Asheboro, Randolph County, NC Pilot Project 2964 LEGEND Site Boundary ....... Intermittent Stream Perennial Stream Wetlands SA 1-5 Flag Number DP -10 Data Point SAS Verification Change WC 25-35 WCA 1-13 WC 1-16 --� W 1-7 W8-18 -► FLAG NUMBERS/INFO WETLAND FLAGS = STREAM FLAGS = Stream Flags = 28 Wetland Flags = 172 Total Flags = 200 Drawing 5 Aerial Imagery from ESRI and Pilot Field Notes Scale: 1" = 300' Date: 1.9.18 TSCA NOT FLAGGED (SURVEYOR LOCATE) Perennial Stream Determined by NCDEQ-DWR ISC NOT FLAGGED (SURVEYOR LOCATE) THE LOCATIONS OF FEATURES SHOWN ON THIS MAP ARE APPROXIMATE. THEY WERE VERIFIED BY MR. ANDY WILLIAMS WITH THE USACE ON 9.19.17 AND MS. SUE HOMEWOOD WITH THE NCDEQ-DWR ON 1.3.18. THEY HAVE NOT BEEN SURVEYED OR GEOLOCATED. P I L 0 1 E N V I R 0 N M E N T A L I N C Wetland Flag Map Uwharrie Charter Middle School Approximate 40 Acre Tract Asheboro, Randolph County, NC Pilot Project 2964