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HomeMy WebLinkAbout20201899 Ver 1_401 Application_20201204Staff Review Does this application have all the attachments needed to accept it into the review process?* r Yes r No ID#* 20201899 Version* 1 Is this project a public transportation project?* r Yes r No Reviewer List:* Sue Homewood:eads\slhomewood Select Reviewing Office:* Winston-Salem Regional Office - (336) 776-9800 Submittal Type:* 401 Application Does this project require a request for payment to be sent?* r Yes r No How much is r $240.00 owed?* r $570.00 Project Submittal Form Please note: fields marked with a red asterisk below are required. You will not be able to submit the form until all mandatory questions are answered. Project Type: * r For the Record Only (Courtesy Copy) r New Project r Modification/New Project with Existing ID r More Information Response r Other Agency Comments r Pre -Application Submittal r Re-Issuance\Renewal Request r Stream or Buffer Appeal Pre -Filing Meeting Information Before submitting this form please ensure you have submitted the Pre -Filing Meeting Request Form as we will not be able to accept your application without this important first step. The Pre -Filing Meeting Request Form is used in accordance with 40 C.F.R. Section 121.4(a) "At least 30 days prior to submitting a certification request, the project proponent shall request a pre -filing meeting with the certifying agency" and in accordance with 40 C.F.R. Section 121.5(b)(7), and (c)(5) all certification requests shall include documentation that a pre -filing meeting request was submitted to the certifying authority at least 30 days prior to submitting the certification request. Click here to read more information on when this form is needed prior to application submission or here to view the form. Attach documentation of Pre -Filing Meeting Request here: Date for Meeting Request I D# Project Contact Information Name: Maria Polizzi (SEI) Who is subrritting the information? Email Address: maria@spanglerenvironmental.com Project Information Project Name: Stillhouse Farms Is this a public transportation project? C Yes (- No Version Is the project located within a NC DCM Area of Environmental Concern (AEC)? C Yes ( No C Unknown County (ies) Please upload all files that need to be submited. aick the upload button or drag and drop files here to attach document Isolated Wetland Permit App Attachements.pdf 17.22MB PCN - Isolated Wetlands App 12.2.20.pdf 335.06KB Only pdf or krre files are accepted. Describe the attachments or comments: Isolated Wetland Permit Application & supporting documentation Sign and Submit V By checking the box and signing box below, I certify that: ■ I, the project proponent, hereby certifies that all information contained herein is true, accurate, and complete to the best of my knowledge and belief. ■ I, the project proponent, hereby requests that the certifying authority review and take action on this CWA 401 certification request within the applicable reasonable period of time. ■ I agree that submission of this online form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act'); ■ I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act'); ■ I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature; AND ■ I intend to electronically sign and submit the online form. Signature: Submittal Date: Is filled in autonatically. Page 1 of 10 PCN Form – Version 1.4 January 2009 Office Use Only: Corps action ID no. _____________ DWQ project no. _______________ Form Version 1.4 January 2009 Pre-Construction Notification (PCN) Form A. Applicant Information 1. Processing 1a. Type(s) of approval sought from the Corps: Section 404 Permit Section 10 Permit 1b. Specify Nationwide Permit (NWP) number: 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 1e. 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 1h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? Yes No 2. Project Information 2a. Name of project: 2b. County: 2c. Nearest municipality / town: 2d. Subdivision name: 2e. NCDOT only, T.I.P. or state project no: 3. Owner Information 3a. Name(s) on Recorded Deed: 3b. Deed Book and Page No. 3c. Responsible Party (for LLC if applicable): 3d. Street address: 3e. City, state, zip: 3f. Telephone no.: 3g. Fax no.: 3h. Email address: Page 2 of 10 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: 5b. Business name (if applicable): 5c. Street address: 5d. City, state, zip: 5e. Telephone no.: 5f. Fax no.: 5g. Email address: Page 3 of 10 PCN Form – Version 1.4 January 2009 B. Project Information and Prior Project History 1. Property Identification 1a. Property identification no. (tax PIN or parcel ID): 1b. Site coordinates (in decimal degrees): Latitude: Longitude: 1c. Property size: acres 2. Surface Waters 2a. Name of nearest body of water to proposed project: 2b. Water Quality Classification of nearest receiving water: 2c. River basin: 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: 3b. List the total estimated acreage of all existing wetlands on the property: 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 3d. Explain the purpose of the proposed project: 3e. Describe the overall project in detail, including the type of equipment to be used: 4. Jurisdictional Determinations 4a. Have jurisdictional wetland or stream determinations by the Corps or State been requested or obtained for this property / project (including all prior phases) in the past? Yes No Unknown Comments: 4b. If the Corps made the jurisdictional determination, what type of determination was made? Preliminary Final 4c. If yes, who delineated the jurisdictional areas? Name (if known): Agency/Consultant Company: Other: 4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. 5. Project History 5a. Have permits or certifications been requested or obtained for this project (including all prior phases) in the past? Yes No Unknown 5b. If yes, explain in detail according to “help file” instructions. 6. Future Project Plans 6a. Is this a phased project? Yes No 6b. If yes, explain. Page 4 of 10 PCN Form – Version 1.4 January 2009 C. Proposed Impacts Inventory 1. Impacts Summary 1a. 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. Wetland impact number Permanent (P) or Temporary (T) 2b. Type of impact 2c. Type of wetland 2d. Forested 2e. Type of jurisdiction Corps (404,10) or DWQ (401, other) 2f. Area of impact (acres) W1 W2 W3 W4 W5 W6 2g. Total Wetland Impacts: 2h. Comments: 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. Stream impact number Permanent (P) or Temporary (T) 3b. Type of impact 3c. Stream name 3d. Perennial (PER) or intermittent (INT)? 3e. Type of jurisdiction 3f. Average stream width (feet) 3g. Impact length (linear feet) S1 S2 S3 S4 S5 S6 3h. Total stream and tributary impacts 3i. Comments: Page 5 of 10 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 (T) 4b. Name of waterbody (if applicable 4c. Type of impact 4d. Waterbody type 4e. Area of impact (acres) O1 O2 O3 O4 4f. Total open water impacts 4g. Comments: 5. Pond or Lake Construction If pond or lake construction proposed, then complete the chart below. 5c. Wetland Impacts (acres) 5d. Stream Impacts (feet) 5e. Upland (acres) 5a. Pond ID number 5b. Proposed use or purpose of pond Flooded Filled Excavated Flooded Filled Excavated P1 P2 5f. Total: 5g. Comments: 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: 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. Project is in which protected basin? Neuse Tar-Pamlico Catawba Randleman Other: 6b. Buffer Impact number – Permanent (P) or Temporary (T) 6c. Reason for impact 6d. Stream name 6e. Buffer mitigation required? 6f. Zone 1 impact (square feet) 6g. Zone 2 impact (square feet) B1 B2 B3 B4 B5 B6 6h. Total Buffer Impacts: 6i. Comments: Page 6 of 10 PCN Form – Version 1.4 January 2009 D. Impact Justification and Mitigation 1. Avoidance and Minimization 1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project. 1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. 2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State 2a. Does the project require Compensatory Mitigation for impacts to Waters of the U.S. or Waters of the State? Yes No 2b. If yes, mitigation is required by (check all that apply): DWQ Corps 2c. If yes, which mitigation option will be used for this project? Mitigation bank Payment to in-lieu fee program Permittee Responsible Mitigation 3. Complete if Using a Mitigation Bank 3a. Name of Mitigation Bank: 3b. Credits Purchased (attach receipt and letter) Type: Type: Type: Quantity: Quantity: Quantity: 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: 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. Page 7 of 10 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 8 of 10 PCN Form – Version 1.4 January 2009 E. Stormwater Management and Diffuse Flow Plan (required by DWQ) 1. Diffuse Flow Plan 1a. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules? Yes No 1b. If yes, then is a diffuse flow plan included? If no, explain why. Yes No 2. Stormwater Management Plan 2a. What is the overall percent imperviousness of this project? % 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: 2e. Who will be responsible for the review of the Stormwater Management Plan? 3. Certified Local Government Stormwater Review 3a. In which local government’s jurisdiction is this project? 3b. Which of the following locally-implemented stormwater management programs apply (check all that apply): Phase II NSW USMP Water Supply Watershed Other: 3c. Has the approved Stormwater Management Plan with proof of approval been attached? Yes No 4. DWQ Stormwater Program Review 4a. Which of the following state-implemented stormwater management programs apply (check all that apply): Coastal counties HQW ORW Session Law 2006-246 Other: 4b. Has the approved Stormwater Management Plan with proof of approval been attached? Yes No 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 10 PCN Form – Version 1.4 January 2009 F. Supplementary Information 1. Environmental Documentation (DWQ Requirement) 1a. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land? Yes No 1b. 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 (North Carolina) Environmental Policy Act (NEPA/SEPA)? Yes No 1c. If you answered “yes” 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 letter.) Comments: Yes No 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, or Riparian Buffer Rules (15A NCAC 2B .0200)? Yes No 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 additional development, which could impact nearby downstream water quality? Yes No 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. 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. Page 10 of 10 5. Endangered Species and Designated Critical Habitat (Corps Requirement) 5a. Will this project occur in or near an area with federally protected species or habitat? Yes No 5b. Have you checked with the USFWS concerning Endangered Species Act impacts? Yes No 5c. If yes, indicate the USFWS Field Office you have contacted. 5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat? 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? 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 status (e.g., National Historic Trust designation or properties significant in North Carolina history and archaeology)? Yes No 7b. What data sources did you use to determine whether your site would impact historic or archeological resources? 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? Applicant/Agent's Printed Name _______________________________ Applicant/Agent's Signature (Agent's signature is valid only if an authorization letter from the applicant is provided.) Date PROJECT NO.SHEET NO.DRAWING NAME:19-0139Know what'sRCONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-800-632-4949) ATLEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTIONOR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDETHEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC811". REPORTANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.NOT TO SCALEEXISTING CONDITIONS AND DEMOLITION PLANC-3C-2C-1COVER SHEETINITIAL EROSION CONTROL PLANC-8OVERALL SITE PLANSTORM DRAINAGE PLAN - SOUTHSITEC-12AENGINEER CONTACTSUMMIT DESIGN & ENGINEERING SERVICESDON SEVER1110 NAVAHO DR SUITE 600RALEIGH, NC 27619(919) 732-3883 (PHONE)DON.SEVER@SUMMITDE.NETDEVELOPER/FUTURE OWNERMERITAGE HOMES3300 PARAMOUNT PARKWAY SUITE 120MORRISVILLE, NC 27560GRAY METHVEN919 398-3371GRAY.METHVEN@MERITAGEHOMES.COMCURRENT OWNER PARCEL ID: 8883367159PATTERSON, GLENN E. TRUSTEED.B. 1869, PG. 260PARCEL ID: 8883359916PATTERSON, GLENN E. TRUSTEED.B. 1869, PG. 260PARCEL ID: 8883552739PATTERSON, GLENN E. TRUSTEED.B. 398, PG. 51PARCEL ID: 8883569808STILLHOUSE FARM, LLCD.B. 2159, PG. 701D.B. 234, PG. 605SURVEY CONTACTBATEMAN CIVIL SURVEY COMPANY2524 RELIANCE AVENUEAPEX, NC 27539(919)-280-1778 MOBILE(919)-577-1080 PHONESTEVEN CARSONsteven@batemancivilsurvey.com19-0139_DC-1COVER SHEETNOT TO SCALESTILLHOUSE DRIVE PLAN & PROFILE STA. 10+00 TO 21+00MOORE STREET PLAN & PROFILEENVIRONMENTAL CONTACTSPANGLER ENVIRONMENTAL4338 BLAND RDRALEIGH, NC 27609(919)-875-4288WARD MARIOTTIC-4EROSION CONTROL PLAN - SOUTHC-5EROSION CONTROL PLAN - MIDDLEC-6EROSION CONTROL PLAN - NORTHC-7FINAL EROSION CONTROL PLAN C-9SITE PLAN - SOUTHC-10SITE PLAN - NORTHC-12OVERALL STORM DRAINAGE PLANSTORM DRAINAGE PLAN - NORTH C-12BC-14C-15C-16C-17C-18STILLHOUSE DRIVE PLAN & PROFILE STA. 21+00 TO ENDWINDY KNOLL DR PLAN & PROFILE STA. 10+00 TO 21+00WINDY KNOLL DR PLAN & PROFILE STA. 21+00 TO ENDC-19BRAEBURN DR PLAN & PROFILE STA. 10+00 TO ENDC-20C-21WINESAP DR PLAN & PROFILE STA. 10+00 TO 19+00WINESAP DR PLAN & PROFILE STA. 19+00 TO ENDC-22CORTLAND DR PLAN & PROFILE STA. 10+00 TO ENDC-23HERTFORD LANE PLAN & PROFILE STA. 10+00 TO ENDC-24OLD FARM RD PLAN & PROFILE STA. 10+00 TO ENDC-25WINESAP DR AND BRAEBURN DR STORM DRAINAGED-1 - D-2EROSION CONTROL DETAILSD-3 - D-5CIVIL DETAILSWATER DETAILSD-10 - D-11SANITARY SEWER DETAILSSITEALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL CITY OFGRAHAM OR NCDOT SPECIFICATIONS AND STANDARDDETAILS, LATEST EDITION50'11' 11'Glenn E Patterson TrusteeJones Edward Trust Co TrusteePO Box 13929Arlington TX 76094ATTN: Glenn Patterson336 226-6999glenn@pattersonappraisal.netStillhouse Farm LLCPO Box 597Burlington NC 27721650'11'11'D-8 - D-9C-26CORTLAND DR STORM DRAINAGEUTILITY PLAN - SOUTH C-11AC-11OVERALL UTILITY PLANUTILITY PLAN - NORTH C-11BD-6MAIL KIOSK DETAIL PLANSITE PLAN WAS APPROVED ON MAY 5, 2005, PRIOR TO ANYCITY OF GRAHAM STORMWATER REQUIREMENTS. THESTREAMS WITHIN THE PROPERTY ARE SUBJECT TO 50'RIPARIAN BUFFERS.DISTURBED AREA = 49 ACRESC-7A -7BEROSION CONTROL PLAN NOTES D-7RETAINING WALLS DETAIL****SIDEWALK TO BE PROVIDED ON ONE SIDE. SEE PLAN FORLOCATIONS.**GRADING PLAN - SOUTH C-13AC-13OVERALL GRADING PLANGRADING PLAN - NORTH C-13B 821009983849897858696958788949389929091807978777675747371706968676665646362106105104103102101262561602728293635343330313241425643445554454653524748151413121181576728110937383959405758108107109110111112113122121123120119124125118126117127116128115OPEN SPACE114129234242322212019181617OPEN SPACEOPEN SPACEOPEN SPACEOPEN SPACE515049WWW W WWWWWWWEX. 6" DI WATEREX. 6" DI WATEREX. 8" DI WATEREX. 6" DI WATERSSSSSS36" RCP36" RCP24" HDPE30" 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560528529531532533534536537538539541542543544546547548549551552553554556557558559561555560565554554556557558559561562563564566567568569550555560565550555560565558559561562563564566567568569545535540 545 550530535540530535540545550555560528529531532533534536537538539541542543544546547548549551552553554556557558559561530535540545550555560 565 570529531532533534536537538539541542543544546547548549551552553554556557558559561 562 563564566567 568568568569 571572573570570570575567567568568569569571571571572572572573573573574576577578579565565570 575562562563563 564564 566566567567 568568568569571 572 573 574576 578578578 575574576577550555560546547548549551552553554556557558559559 561550555549551552553554540545530535540585590595585590595585590595586587588589591592593594596597598599595595595592593594590595591592593594596SS SS SSSSSSSSSS SSSS527.03527.50527.03525.04524.11524.11526.87525.18527.95527.95527.73526.76526.76536.65536.69546.92546.13556.23555.82554.42553.37553.37557.40558.14568.58568.66560.16560.09560.20562.27562.27554.33554.40551.95545.88545.87536.96536.06567.45567.55575.05575.07580.53580.07572.28573.23573.23572.52572.52574.26573.91574.19574.20574.73574.19577.56577.58577.89577.99578.14577.96575.94581.15582.18587.32587.26589.35588.89588.88589.03588.59588.59587.99587.59587.59588.83591.87595.73597.14591.05592.31588.73589.00596.50595.77577.66576.65574.85574.77574.04572.80561.16560.17554.53552.59527.81527.37526.06527.20562.90562.88590.31590.30580585579581582583584586587588589PROJECT NO.SHEET NO.DRAWING NAME:19-013919-0139_PPC-13OVERALL GRADING PLANNOTES:AT OUTFALL OF P-40 AND 2-55 INSTALL 10' X 20' X 24" CLASS 'B' RIPRAP PLUNGE POOLAT OUTFALL OF P-1, P-20, AND P-70 INSTALL 10' X 30' X 24" CLASS 'B' RIPRAP PLUNGE POOL 821009983849897858696958788949389929091807978777675747371706968676665646362106105104103102101262561602728293635343330313241425643445554454653524748151413121181576728110937383959405758108107109110111112113122121123120119124125118126117127116128115OPEN SPACE114129234242322212019181617OPEN SPACEOPEN SPACEOPEN SPACEOPEN SPACE515049WWW W WWWWWWWEX. 6" DI WATEREX. 6" DI WATEREX. 8" DI WATEREX. 6" DI WATERSSSSSS36" RCP36" RCP24" HDPE30" RCPTM9+5010+00SSOPEENNSSSSWWWWWWWWWW WWWWST-9ST-13ST-8ST-7ST-17ST-16ST-15ST-6ST-5ST-4ST-11ST-2ST-1ST-28ST-27ST-35ST-26ST-34ST-31ST-25ST-32ST-33ST-24ST-29ST-30ST-22ST-23ST-21ST-20ST-49ST-50ST-44ST-51ST-48ST-42ST-43ST-41ST-47ST-46ST-40ST-64ST-65ST-63ST-69ST-62ST-68ST-61ST-67ST-60ST-66ST-59ST-58ST-57ST-56ST-55ST-78ST-79ST-77AST-88ST-77ST-86ST-85ST-75ST-87ST-76ST-84ST-74ST-83ST-73ST-71ST-81ST-80ST-72ST-82ST-70P-8P-1P-9P-10P-2P-11P-13P-7P-6P-5P-4P-3P-12P-20P-21P-22P-23P-24P-25P-26P-33P-30P-31P-32P-28P-29P-34P-27P-40P-45P-46P-47P-50P-48P-49P-41P-42P-43P-55P-56P-59P-66P-60P-67P-61P-62P-68P-63P-64P-65P-57P-58P-70P-81P-72P-73P-74P-75P-76P-77P-78P-87P-86P-84P-85P-83P-82P-71P-79P-80P-77AST-8AST-3ST-14ST-12P-10AP-2AP-34AST-36P-33AST-37P-32AST-32AP-28AST-29AP-22AST-23AP-6AP-25AST-38ST-45ST-85AP-85AST-78AP-78AP-87AST-77BP-83AST-84AP-83BST-74AP-82BP-82AST-83AST-73AP-57AST-57AP-80AST-80AP-65AST-66AP-66AST-67AP-44SS SS SSSSSSSSSS SSSS8+009+0010+0010+00P-12AST-19P-12BST-18P-32BST-32BP-63AP-63BST-63AST-63BST-47AP-47AP-77BST-77CP-65BST-66BP-2BST-3APROJECT NO.SHEET NO.DRAWING NAME:19-013919-0139_PPC-12OVERALL STORM DRAINAGE PLANNOTES:xAT OUTFALL OF P-40 AND P-55 INSTALL 10' X 20' X 24" CLASS 'B' RIPRAP PLUNGE POOLxAT OUTFALL OF P-1, P-20, AND P-70 INSTALL 10' X 30' X 24" CLASS 'B' RIPRAP PLUNGE POOLxFOR YARD INLET, RIM IS AT OPEN THROAT (FL) UNLESS NOTED OTHERWISExFOR CATCH BASINS, USE NCDOT DETAIL #840.02. RIM IS AT FLOWLINE (GUTTER ELEVATION)1SEE SHEET D-1 FOR RIPRAP / LEVEL SPREADER DETAIL11111TOP OF BANKSTREAM CENTERLINE50' RIPARIANBUFFER30' ZONE 130' ZONE 2 CORNELIAHORTENSELEMONTREEMOOREOLD FARM RDSOU T H W O O DASPENW WW W WWWWWWWEX. 6" DI WATEREX. 6" DI WATEREX. 8" DI WATEREX. 6" DI WATERSSSSSS36" RCP36" RCP24" HDPE30" RCPDISHNER WILLIAM HJR AND MARGARETPIN: 144363DB 393 PG 215PB 73 PG 414SANTIAGO MARIAMAGDALENAPIN: 144366DB 3691 PG 596PB 38 PG 195PLANTINUMRENOVATIONS INCPIN: 144371DB 1397 PG 424PB 38 PG 195FAIRCLOTHROSEMARYPIN: 144373DB 3152 PG 458PB 3 PG 26MEDINA LUISMIGUEL ESTEBANPIN: 144617DB 2271 PG 633PB 68 PG 117ANDREWS AVE.50' PUBLIC R/WPB 68 PG 48E. MOORE ST (S.R. 2433)60' PUBLIC R/WPB 73 PG 414TERR E L L S T. 50' PU B LI C R/ W PB 63 P G 1 5 0WINESAP DR.50' PUBLIC R/WPB 63 PG 150HERTFORD LN.50' PUBLIC R/WPB 63 PG 150PENNY CAROLYN RPIN: 144621DB 3453 PG 723PB 68 PG 117GIEHL DANIEL HOWARD& ANN PAUL GIEHLPIN: 144624DB 3884 PG 204GIEHL DANIEL & ANNPIN: 144626DB 2126 PG 104EDWARDS DONNIE F.PIN: 144627DB 454 PG 661GUTIERREZ BALBINOM & GABRIELA BMEERAZPIN: 144807DB 1299 PG 127PENNINGTONBAILEYMPIN:144404DB919G25PB80PG331BRIGHAM ROAD LLCPIN: 144628DB 3673 PG 816ABCDEFGHBRIGHAM ROAD LLCPIN: 144628DB 3673 PG 816JOBE JACKIE BURKE &SANDRA BURKE ALBRIGHT& JAY BUPIN: 144942DB 2504 PG 667JOBE JACKIE BURKE &SANDRA BURKEALBRIGHT & JAY BUPIN: 144942DB 2504 PG 667OLD FARM RD.50' PUBLIC R/WPB 63 PG 149JENKS PEGGYJ TRUSTEEPIN: 144859DB 1353 PG 798ERNEST THOMASCHARLES & PATRICIAMCLAUGHLIN ERNESTPIN: 144943DB 3044 PG 727PB 75 PG 429EZZELL JEAN WPIN: 144946DB 312 PG 569PB 75 PG 429WHITEGERALD LPIN: 144949DB 178 PG 399JONES LINDA GODWIN &VICTORIA LYNN GODWINPIN: 144951DB 413 PG 307PB 55 PG 174MIJKLMNOPQRSTUVWXYZAAABACOLD FARM COURT50' PUBLIC R/WPB 63 PG 149OLD FARM RD.50' PUBLIC R/WPB 63 PG 149S. MAIN ST (HWY 87)R&M PROPERTIES OF NC LLCPIN: 144361PIN: 144357570570575575580580585585590590520520525525530530535535540540540540545545545545545545550550550550 550550555555555555555560560560560560565565565570570570575575575580580580585585585590590585545550555555555560565570575580 585590595530535540545550555560565570575580515515520520525530535540545550555560565570575580585590590590590590595595595595580585 590595590590595SSSS511111111511111SSSSSSSSADJOINING LOT INFORMATIONPARCEL OWNER PARCEL ID# DEED PLATASOUTHWOOD HOMEOWNERS ASSOCIATION INC 144436 DB 2725 PG 832 PB 71 PG 81BWATKINS VANESSA 144430 DB 3745 PG 985 PB 71 PG 81CPERRY MARJORIE M144431DB 3930 PG 831 PB 71 PG 81DMCKAMEY BONNIE B 144429 DB 2537 PG 237 PB 71 PG 81EMOORE WILMA LEE LIFE ESTATE AKA WILMA MOORE 144421 DB 2934 PG 664PB 71 PG 5FWILLIAMS KATHY L144420DB 2722 PG 264 PB 71 PG 5GADAMS TAMARA K144419DB 3711 PG 153 PB 71 PG 5HVANDEROUDERMEULEN KRISTEN J144406DB 2617 PG 710 PB 71 PG 5IWAGNER R DOUGLAS & DEBORAH L WAGNER144629DB 3593 PG 150 PB 63 PG 150JGAINEY NATHANIEL & MINNIEOLA GAINEY144630DB 3792 PG 607 PB 63 PG 150KWEBER PAUL JOSEPH144632DB 3881 PG 207 PB 63 PG 150LTHOMAS T LYNN & GUILLERMO L MARTINEZ144639DB 3645 PG 243 PB 63 PG 150MDAVIS CLIFFORD J & JEAN A144648DB 2498 PG 112 PB 63 PG 150NJACOBS JOHNNY144651DB 3450 PG 58 PB 63 PG 150OCOOPER CHARLES B144811DB 1522 PG 817 PB 63 PG 150PMCLEOD D OBYRAB & SARAH J B MCLEOD144815DB 3702 PG 138 PB 63 PG 150QYARBORO ANDREW V & RANEW STEPHANIE144820DB 2073 PG 506 PB 63 PG 150RUNGER MARTIN S JR144817DB 3831 PG 383 PB 63 PG 150SSHULER ARTHUR L & BERNICE P SHULER144821DB 3273 PG 307 PB 63 PG 150TARRINGTON DON J & ARRINGTON ADA S144822DB 3163 PG 528 PB 63 PG 149UTAYLOR KIMBERLY A144830DB 1571 PG 805 PB 63 PG 149VSTOPPELKAMP F HENRY & NANCY C144834DB 2525 PG 975 PB 63 PG 149WEMPIRE HOMES INC144838DB 2525 PG 977 PB 63 PG 149XJOHNSON C GRIFFIN144845DB 1434 PG 745 PB 63 PG 149YGINTER STEPHEN E144846DB 3666 PG 945 PB 63 PG 149ZMAYSE P MICHAEL & JOHN M HALL 144847DB 1081 PG 727 PB 63 PG 149AAMAYSE P MICHAEL & JOHN M HALL 144848DB 1081 PG 727 PB 63 PG 149ABMAYSE P MICHAEL & JOHN M HALL 144849DB 1081 PG 727 PB 63 PG 149ACFENSKE THOMAS M & MCKEE CHARLENE C 144850DB 3291 PG 644 PB 63 PG 149Know what'sRPROJECT NO.SHEET NO.DRAWING NAME:19-013919-0139_XCC-2EXISTING CONDITIONS AND DEMOLITION PLANPROPERTYBOUNDARYEXISTING SANITARYSEWER MANHOLEEXISTING SANITARYSEWER MANHOLEEXISTING WATERLINEVALVESEXISTING WATERLINEVALVESMOORE STSEE C-14 FOR MORE DETAILEXISTING WATERLINEVALVESEXISTING WATERLINEVALVESTERRELL STSEE C-17 FOR MORE DETAILDEMO EXISTING PAVEMENT AND CURBINGAS NEEDED TO CONSTRUCT NEW PAVEMENT TIEINWINESAP DRSEE C-20 FOR MORE DETAILDEMO EXISTING PAVEMENT AND CURBINGAS NEEDED TO CONSTRUCT NEW PAVEMENT TIEINHERTFORD LANESEE C-23 FOR MORE DETAILDEMO EXISTING PAVEMENT AND CURBINGAS NEEDED TO CONSTRUCT NEW PAVEMENT TIEINOLD FARM RDSEE C-24 FOR MORE DETAILDEMO EXISTING PAVEMENT AND CURBINGAS NEEDED TO CONSTRUCT NEW PAVEMENT TIEINEX. 15" RCPEX. GRAVEL DRIVEDEMOLISH STRUCTURESSTREAM CENTERLINE50' RIPARIANBUFFER30' ZO N E 1 20' ZO N E 2STREAM CENTERLINE50' RIPARIANBUFFER30' ZONE 120' ZONE 2100-YR FLOODPLAINFLOODWAYWETLAND AREATOP OF BANKTOP OF BANKWETLAND AREAWETLAND AREANOTE:ISOLATED WETLANDS AND STREAM DELINEATED BY WARD MAROTTI, SPANGLERENVIRONMENTAL, AND APPROVED BY CHRISTOPHER HOPPER, USACOE REGULATORYSPECIALIST ON OCTOBER 26, 2020. ALL WETLANDS ARE ISOLATED AND NOT JURISDICTIONAL BYTHE COE. WETLANDS ARE TO BE FULLY IMPACTED. CORNELIAHORTENSELEMONTREEMOOREOLD FARM RDSOU T H W O O DASPENW WW W WWWWWWWEX. 6" DI WATEREX. 6" DI WATEREX. 8" DI WATEREX. 6" DI WATERSSSSSS36" RCP36" RCP24" HDPE30" RCPDISHNER WILLIAM HJR AND MARGARETPIN: 144363DB 393 PG 215PB 73 PG 414SANTIAGO MARIAMAGDALENAPIN: 144366DB 3691 PG 596PB 38 PG 195PLANTINUMRENOVATIONS INCPIN: 144371DB 1397 PG 424PB 38 PG 195FAIRCLOTHROSEMARYPIN: 144373DB 3152 PG 458PB 3 PG 26MEDINA LUISMIGUEL ESTEBANPIN: 144617DB 2271 PG 633PB 68 PG 117ANDREWS AVE.50' PUBLIC R/WPB 68 PG 48E. MOORE ST (S.R. 2433)60' PUBLIC R/WPB 73 PG 414TERR E L L S T. 50' PU B LI C R/ W PB 63 P G 1 5 0WINESAP DR.50' PUBLIC R/WPB 63 PG 150HERTFORD LN.50' PUBLIC R/WPB 63 PG 150PENNY CAROLYN RPIN: 144621DB 3453 PG 723PB 68 PG 117GIEHL DANIEL HOWARD& ANN PAUL GIEHLPIN: 144624DB 3884 PG 204GIEHL DANIEL & ANNPIN: 144626DB 2126 PG 104EDWARDS DONNIE F.PIN: 144627DB 454 PG 661GUTIERREZ BALBINOM & GABRIELA BMEERAZPIN: 144807DB 1299 PG 127PENNINGTONBAILEYMPIN:144404DB919G25PB80PG331BRIGHAM ROAD LLCPIN: 144628DB 3673 PG 816ABCDEFGHBRIGHAM ROAD LLCPIN: 144628DB 3673 PG 816JOBE JACKIE BURKE &SANDRA BURKE ALBRIGHT& JAY BUPIN: 144942DB 2504 PG 667JOBE JACKIE BURKE &SANDRA BURKEALBRIGHT & JAY BUPIN: 144942DB 2504 PG 667OLD FARM RD.50' PUBLIC R/WPB 63 PG 149JENKS PEGGYJ TRUSTEEPIN: 144859DB 1353 PG 798ERNEST THOMASCHARLES & PATRICIAMCLAUGHLIN ERNESTPIN: 144943DB 3044 PG 727PB 75 PG 429EZZELL JEAN WPIN: 144946DB 312 PG 569PB 75 PG 429WHITEGERALD LPIN: 144949DB 178 PG 399JONES LINDA GODWIN &VICTORIA LYNN GODWINPIN: 144951DB 413 PG 307PB 55 PG 174MIJKLMNOPQRSTUVWXYZAAABACOLD FARM COURT50' PUBLIC R/WPB 63 PG 149OLD FARM RD.50' PUBLIC R/WPB 63 PG 149S. MAIN ST (HWY 87)R&M PROPERTIES OF NC LLCPIN: 144361PIN: 144357570570575575580580585585590590520520525525530530535535540540540540545545545545545545550550550550 550550555555555555555560560560560560565565565570570570575575575580580580585585585590590585545550555555555560565570575580 585590595530535540545550555560565570575580515515520520525530535540545550555560565570575580585590590590590590595595595595580585 590595590590595SSSS511111111511111SSSSSSSSADJOINING LOT INFORMATIONPARCEL OWNER PARCEL ID# DEED PLATASOUTHWOOD HOMEOWNERS ASSOCIATION INC 144436 DB 2725 PG 832 PB 71 PG 81BWATKINS VANESSA 144430 DB 3745 PG 985 PB 71 PG 81CPERRY MARJORIE M144431DB 3930 PG 831 PB 71 PG 81DMCKAMEY BONNIE B 144429 DB 2537 PG 237 PB 71 PG 81EMOORE WILMA LEE LIFE ESTATE AKA WILMA MOORE 144421 DB 2934 PG 664PB 71 PG 5FWILLIAMS KATHY L144420DB 2722 PG 264 PB 71 PG 5GADAMS TAMARA K144419DB 3711 PG 153 PB 71 PG 5HVANDEROUDERMEULEN KRISTEN J144406DB 2617 PG 710 PB 71 PG 5IWAGNER R DOUGLAS & DEBORAH L WAGNER144629DB 3593 PG 150 PB 63 PG 150JGAINEY NATHANIEL & MINNIEOLA GAINEY144630DB 3792 PG 607 PB 63 PG 150KWEBER PAUL JOSEPH144632DB 3881 PG 207 PB 63 PG 150LTHOMAS T LYNN & GUILLERMO L MARTINEZ144639DB 3645 PG 243 PB 63 PG 150MDAVIS CLIFFORD J & JEAN A144648DB 2498 PG 112 PB 63 PG 150NJACOBS JOHNNY144651DB 3450 PG 58 PB 63 PG 150OCOOPER CHARLES B144811DB 1522 PG 817 PB 63 PG 150PMCLEOD D OBYRAB & SARAH J B MCLEOD144815DB 3702 PG 138 PB 63 PG 150QYARBORO ANDREW V & RANEW STEPHANIE144820DB 2073 PG 506 PB 63 PG 150RUNGER MARTIN S JR144817DB 3831 PG 383 PB 63 PG 150SSHULER ARTHUR L & BERNICE P SHULER144821DB 3273 PG 307 PB 63 PG 150TARRINGTON DON J & ARRINGTON ADA S144822DB 3163 PG 528 PB 63 PG 149UTAYLOR KIMBERLY A144830DB 1571 PG 805 PB 63 PG 149VSTOPPELKAMP F HENRY & NANCY C144834DB 2525 PG 975 PB 63 PG 149WEMPIRE HOMES INC144838DB 2525 PG 977 PB 63 PG 149XJOHNSON C GRIFFIN144845DB 1434 PG 745 PB 63 PG 149YGINTER STEPHEN E144846DB 3666 PG 945 PB 63 PG 149ZMAYSE P MICHAEL & JOHN M HALL 144847DB 1081 PG 727 PB 63 PG 149AAMAYSE P MICHAEL & JOHN M HALL 144848DB 1081 PG 727 PB 63 PG 149ABMAYSE P MICHAEL & JOHN M HALL 144849DB 1081 PG 727 PB 63 PG 149ACFENSKE THOMAS M & MCKEE CHARLENE C 144850DB 3291 PG 644 PB 63 PG 149Know what'sRPROJECT NO.SHEET NO.DRAWING NAME:19-013919-0139_XCC-2EXISTING CONDITIONS AND DEMOLITION PLANPROPERTYBOUNDARYEXISTING SANITARYSEWER MANHOLEEXISTING SANITARYSEWER MANHOLEEXISTING WATERLINEVALVESEXISTING WATERLINEVALVESMOORE STSEE C-14 FOR MORE DETAILEXISTING WATERLINEVALVESEXISTING WATERLINEVALVESTERRELL STSEE C-17 FOR MORE DETAILDEMO EXISTING PAVEMENT AND CURBINGAS NEEDED TO CONSTRUCT NEW PAVEMENT TIEINWINESAP DRSEE C-20 FOR MORE DETAILDEMO EXISTING PAVEMENT AND CURBINGAS NEEDED TO CONSTRUCT NEW PAVEMENT TIEINHERTFORD LANESEE C-23 FOR MORE DETAILDEMO EXISTING PAVEMENT AND CURBINGAS NEEDED TO CONSTRUCT NEW PAVEMENT TIEINOLD FARM RDSEE C-24 FOR MORE DETAILDEMO EXISTING PAVEMENT AND CURBINGAS NEEDED TO CONSTRUCT NEW PAVEMENT TIEINEX. 15" RCPEX. GRAVEL DRIVEDEMOLISH STRUCTURESSTREAM CENTERLINE50' RIPARIANBUFFER30' ZO N E 1 20' ZO N E 2STREAM CENTERLINE50' RIPARIANBUFFER30' ZONE 120' ZONE 2100-YR FLOODPLAINFLOODWAYWETLAND AREATOP OF BANKTOP OF BANKWETLAND AREAWETLAND AREANOTE:ISOLATED WETLANDS AND STREAM DELINEATED BY WARD MAROTTI, SPANGLERENVIRONMENTAL, AND APPROVED BY CHRISTOPHER HOPPER, USACOE REGULATORYSPECIALIST ON OCTOBER 26, 2020. ALL WETLANDS ARE ISOLATED AND NOT JURISDICTIONAL BYTHE COE. WETLANDS ARE TO BE FULLY IMPACTED. LDLDLDLDLDLD LD LD LD LD LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLD LD LD LDLDLDLDLDLDLDLD LD LD LD LD SSSSSSSSSSSSSSSSSSSSSSSSSSSSSS36" RCP36" RCPSSSSSSSS SSSSSSSSSSSSABACLDLDLDDLSLDLSLDDDLLDLLLLLDDLDDDDDSSDLDDDDDLDLDLLDLLDLDSSN88° 06' 18"W130.00'L=31.42'R=20.00'L=31.42'R=20.00'N88° 06' 18"W149.79'SSSS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSKnow what'sRPROJECT NO.SHEET NO.DRAWING NAME:19-013919-0139_SEXH-DSANITARY SEWER RIPARIAN BUFFERENCROACHMENT AND IMPACTSSANITARY SEWER OUTFALLOLD FARM RD.50' R/WBRAEBURN DR.50' R/WOLD FARM RD.50' R/WCORTLAND DR.50' R/WSTREAM CENTERLINESTILLHOUSE CREEKTOP OF BANKS100-YR FLOODPLAIN100-YR FLOODPLAIN50' RIPARIAN BUFFER30' ZONE 120' ZONE 230' SANITARY SEWEREASEMENTPROPERTYLINEPROPERTYLINEEXISTING SANITARY SEWERMANHOLEEXISTING 20'SANITARY SEWEREASEMENTEXISTING 25'SANITARY SEWEREASEMENTLEGEND:RIPARIAN BUFFER ZONE 1PERMANENT IMPACTRIPARIAN BUFFER ZONE 2PERMANENT IMPACTRIPARIAN BUFFER ZONE 1TEMPORARY IMPACTRIPARIAN BUFFER ZONE 2TEMPORARY IMPACTZONE 2 - PERMANENT IMPACT869 SFZONE 1 - PERMANENT IMPACT1,926 SFZONE 1 - TEMPORARYIMPACT 656 SFZONE 1ZONE 2ZONE 1 - TEMPORARYIMPACT 593 SFZONE 2 - TEMPORARYIMPACT 459 SFZONE 2 - TEMPORARYIMPACT 200 SFPROPERTYLINEEXISTING SANITARYSEWER LINE LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDBRIGHAM ROAD LLC PIN: 144628 DB 3673 PG 816 I J K L M N L3 L4 L5 C3 C4L7L9 L10C6 C7 33 4142 56 4344 5554 4546 5352 47 11 8 76 N89° 22' 32"W 326.50'L=4.70' R=20.00 ' L = 19 2.1 6' R = 17 5.0 0'L=70.06'R=175.00'L=26.04'R=175.00'S11° 16' 06"W43.73'S11° 16' 06"W100.89'L=31. 4 2'R=20. 0 0' S78° 43' 5 4 " E 45.05' N89° 22' 36"W 80.00'S0° 37' 24"W125.00'N89° 22' 36"W 80.00'S0° 37' 24"W125.00'S89° 22' 36"E 65.36'N89° 22' 36"W 58.50' N89° 22' 36"W 21.50'S0° 37' 24"W125.00'S89° 22' 36"E 80.00' N89° 22' 36"W 80.00'S0° 37' 24"W125.00'N89° 22' 36"W 80.00'S0° 37' 24"W125.00'S89° 22' 36"E 58.50'N89° 22' 36"W 21.50'S0° 37' 24"W125.00'S89° 22' 36"E 80.00' N89° 22' 36"W 58.50' N89° 22' 36"W 21.50'S0° 37' 24"W125.00'S89° 22' 36"E 80.00' N89° 22' 36"W 80.00'S0° 37' 24"W125.00'N89° 22' 36"W 69.50'L =11.5 2 ' R =12 5.0 0 'S0° 37' 24"W124.47'S89° 22' 36"E 59.50'N89° 22' 36"W 23.50'S0° 37' 24"W119.06'S84° 47' 10"E 69.23' L=10.0 2 ' R=125.0 0 'S89° 22' 36"E 3.99' N89° 22' 36"W 90.00'S0° 37' 24"W93.37'L=2 9 .8 1'R=20 .0 0' S84° 47' 10"E 71.83'L=184.83'R=125.00'N78° 43' 5 4 " W 65.00' N78° 43' 5 4 " W 65.00' N78° 43' 5 4 " W 65.00' N78° 43' 5 4 " W 65.00'S10° 40' 50"W156.23'N78° 43' 5 4 " W 53.68' L=11.33'R=175.00'S10° 40' 50"W152.90'N89° 22' 36"W 97.05'L=14.02' R=175.0 0 ' N84° 47' 10"W 34.51'S5° 12' 50"W100.94'N89° 01' 33"E N84° 47' 10"W 11.13' N84° 47' 10"W 100.58'S5° 12' 50"W111.84'N84° 47' 10"W 90.00'S5° 12' 50"W121.63'10 9 L =21.18' R =175.00'N89° 22' 36"W 84.17'S0° 37' 46"W125.07'N89° 22' 36"W 104.61'S0° 58' 07"W93.03'N89° 01' 33"EN89° 01' 33"E 37 38 39 59 40 57 58 N78° 43' 5 4 " W 151.98'S11° 16' 06"W80.00'S78° 43' 5 4 " E 131.98' L =3 1 .4 2'R =2 0 .00'N11° 16' 06"E60.00'L=23.22'R=125.00'N89° 22' 36"W 152.46'S11° 16' 06"W79.55'N11° 16' 06"E84.62'S89° 22' 36"E 2.00' N89° 22' 36"W 27.46'S0° 37' 24"W125.00'L = 1 9 6. 3 5 ' R = 1 25 . 0 0 ' N89° 22' 36"W 19.50' N89° 22' 36"W 58.50' N89° 22' 36"W 6.06'S11° 16' 06"W143.65'S78° 43' 5 4 " E 84.58'S11° 16' 06"W143.65'S0° 37' 24"W125.00'S89° 22' 36"E 73.94'N0° 37' 24"E125.00'N89° 22' 36"W 80.00' N89° 22' 36"W 2.02' N89° 22' 36"W 21.50' S89° 22' 36"E 41.85'L=30.78' R =226.80'N7° 57' 04"E128.14'S89° 22' 36"E 80.00'N0° 37' 24"E125.00'S0° 37' 24"W125.00'L=11.03' R=244.67' S78° 43' 5 4 " E 66.64' N78° 43' 5 4 " W 73.00' N78° 43' 5 4 " W 31.55' OPEN SPACE S 4 7 ° 5 6 ' 3 4 " E 7 0 . 0 0 'L=57.23'R=175.00'S0° 37' 24"W86.15'L =3 3.02'R =2 0.00'N84° 47' 10"W 4.87' S 4 7 ° 5 6 ' 3 4 " E 3 0 . 4 4 ' Know what's below. before you dig.Call R BYDATEREVISIONS132456PROJECT NO. SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2020SUMMIT DESIGN ANDENGINEERING SERVICESCDAS (DON.SEVER@SUMMITDE.NET)DAS (DON.SEVER@SUMMITDE.NET)19-0139STILLHOUSE FARMGRAHAM, NCE. MOORE STCONSTRUCTION DRAWINGSCreatively Inspired - Technically ExecutedLicense #: P-0339320 Executive CourtHillsborough, NC 27278-8551Voice: (919) 732-3883 Fax: (919) 732-6676www.summitde.netFIRST ISSUE DATEAM(ALEX.MANGOT@SUMMITDE.NET)08-28-202011-03-2020 19-0139_S EXH-A WETLAND IMPACT EXHIBITWETLAND AWETLAND A TOTAL AREA = 19,798 SF 1 inch = ft. GRAPHIC SCALE ( IN FEET ) 40 STILLHOUSE DR. 50' R/W WINDY KNOLL DR. 50' R/W LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLD LD LD LD L M N O P Q L5 L 6 C5L10C7 L11L12L13C8646362 26 25 6160 27 28 29 36 35 34 33 30 31 32 15 14 13 159.85'S0° 33' 05"W151.46'S89° 26' 55"E 108.49'S0° 33' 05"W151.46'S89° 26' 55"E 80.00'S0° 33' 05"W131.46'N89° 26' 55"W 80.00' N85° 29' 33"W 233.83'L=62.23'R=225.00'S6 5 ° 0 3 ' 2 2 " E 165 . 2 4 'S0° 33' 05"W151.35'S89° 22' 36"E 80.00'N0° 33' 05"E131.45'S0° 31' 55"W151.25'S89° 22' 36"E 83.98'N0° 33' 05"E32.56'N89° 22' 32"W 7.57' S 4 8 ° 4 9 ' 4 9 " E 1 9 1 . 6 0 'L=96.83'R=175.00'N89° 22' 32"W 70.07' S 4 8 ° 4 9 ' 4 9 " E 2 1 9 . 4 2 'N41° 10' 11"E50.62'L=27.23'R=175.00'S 4 8 ° 4 9 ' 4 9 " E 1 5 3 . 3 3 'N41° 10' 11"E77.25'N0° 37' 24"E2.97'N0° 37' 24"E42.37'N89° 22' 32"W 326.50'L=4.70' R=20.00 ' L = 19 2.1 6' R = 17 5.0 0' S69° 4 8' 2 1 " W 189.85'L=70.06'R=175.00'S87° 15' 27"E 166.27'N0° 37' 24"E43.59'N0° 37' 24"E98.70'N41° 10' 11"E46.88'L=26.04'R=175.00'S11° 16' 06"W43.73'N41° 10' 11"E61.93'N41° 10' 11"E18.07'N78° 43' 5 4 " W 108.25'S11° 16' 06"W100.89'L=31. 4 2'R=20. 0 0' S78° 43' 5 4 " E 45.05' L=10.59' R=175.00'N14° 44' 06"E72.21'N41° 10' 11"E38.60'S 4 8 ° 4 9 ' 4 9 " E 1 2 5 . 0 0 'N41° 10' 11"E80.00'N41° 10' 11"E80.00'L=76.20' R=175.00' L=30 .9 0 'R=20 .0 0 'N41° 10' 11"E65.03'N 4 8 ° 4 9 ' 4 9 "W 1 2 5 . 0 0 ' N78° 43' 5 4 " W 65.00'S10° 40' 50"W165.12'N78° 43' 5 4 " W 65.00'S10° 40' 50"W162.16'N78° 43' 5 4 " W 65.00' 37 38 39 59 40 N78° 43' 5 4 " W 151.98'S11° 16' 06"W80.00'S78° 43' 5 4 " E 131.98' L =3 1 .4 2'R =2 0 .00'N11° 16' 06"E60.00'L=23.22'R=125.00'N89° 22' 36"W 152.46'S11° 16' 06"W79.55'N11° 16' 06"E84.62'S89° 22' 36"E 2.00' N89° 22' 36"W 27.46'S0° 37' 24"W125.00'L = 1 96 . 3 5 ' R = 1 2 5 . 0 0 ' N89° 22' 36"W 19.50' N89° 22' 36"W 58.50' N89° 22' 36"W 6.06' S78° 43' 5 4 " E 84.58'N0° 37' 24"E125.00'N89° 22' 36"W 80.00' 24 23 22 21 20 19 16 17 L=62.63'R=225.00'S41° 10' 10"W 0.44'S 4 8 ° 4 9 ' 5 0 " E 1 5 0 . 0 0 'N41° 10' 11"E108.44'N41° 10' 11"E57.87'L=92.41'R =1120.00'S41° 10' 11"W 80.00'S 4 8 ° 4 9 ' 5 0 " E 1 5 0 . 0 0 'N41° 10' 10"E80.00'S41° 10' 10"W 80.00'N41° 10' 10"E80.00'S41° 10' 11"W 80.00'S 4 8 ° 4 9 ' 5 0 " E 1 5 0 . 0 0 'N41° 10' 10"E80.00'N 4 8 ° 4 9 ' 5 0 "W 1 5 0 . 0 0 'S41° 10' 11"W 80.00'N41° 10' 10"E80.00'S41° 10' 10"W 80.00'N 4 8 ° 4 9 ' 5 0 "W 1 5 0 . 0 0 'S41° 10' 09"W 35.34'N78° 43' 5 4 " W 73.00'S10° 40' 50"W165.64'N10° 40' 50"E164.55'N78° 43' 5 4 " W 31.55'L=31.46'R=20.00'L=59.53' R=125.00'L=92.41'R =1120.00'L=92.41'R =1120.00'S0° 33' 05"W32.55'L=34.65'R=225.00'OPEN SPACE Know what's below. before you dig.Call R BYDATEREVISIONS132456PROJECT NO. SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2020SUMMIT DESIGN ANDENGINEERING SERVICESCDAS (DON.SEVER@SUMMITDE.NET)DAS (DON.SEVER@SUMMITDE.NET)19-0139STILLHOUSE FARMGRAHAM, NCE. MOORE STCONSTRUCTION DRAWINGSCreatively Inspired - Technically ExecutedLicense #: P-0339320 Executive CourtHillsborough, NC 27278-8551Voice: (919) 732-3883 Fax: (919) 732-6676www.summitde.netFIRST ISSUE DATEAM(ALEX.MANGOT@SUMMITDE.NET)08-28-202011-03-2020 19-0139_S EXH-B WETLAND IMPACT EXHIBITWETLAND BWETLAND B TOTAL AREA = 1,874 SF 1 inch = ft. GRAPHIC SCALE ( IN FEET ) 40 STILLH O U S E D R . 50' R/W WINDY KNOLL DR.50' R/WBRAEBURN DR.50' R/W LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLD LD LD O P Q R S T L8 L16 L17 C10 L19C1294 93 92 91 68 67 66 65 S88° 06' 18"E 150.00'S1° 53' 42"W70.00'S88° 06' 18"E 150.00'S1° 53' 42"W70.00'S88° 06' 18"E 150.00'S1° 53' 42"W70.00'N88° 06' 18"W 150.00'S1° 53' 42"W25.57'L=59.42'R=125.00'S25° 20 ' 33 "E29.61 ' L=31.42' R =20.00' S64° 3 9' 2 7 " W 73.00'S25° 20 ' 33 "E150.00 ' S64° 3 9' 2 7 " W 80.00'S25° 20 ' 33 "E150.20 ' L =2 0 .9 0 'R =1 1 2 0 .0 0 'N64° 3 9' 2 7 " E S64° 3 9' 2 7 " W 80.00'S25° 20 ' 33 "E154.55 ' L =8 0 .1 4 'R =1 1 2 0 .0 0 'S64° 3 9' 2 7 " W 80.00'S25° 20 ' 33 "E164.71 ' S64° 3 9' 2 7 " W 33.33' L =3 9 .8 4 'R =1 7 5 .0 0 'L =3 9 .2 5 ' R =17 5 .0 0 'N89° 26' 55"W 34.02' N89° 26' 55"W 80.00' N89° 26' 55"W 60.00'L=31.42 'R=20.0 0 'L= 3 1. 4 2' R= 2 0 .00' N89° 26' 55"W 60.00' N89° 26' 55"W 84.03' 108 107 109 110111112 113 122121 123 120119 124125 118 126 117 127 116 128 115 OPEN SPACE 114 129 N88° 06' 18"W 167.29'S0° 33' 05"W72.77'S89° 26' 55"E 146.09'L =3 0.95'R =2 0.00'N1° 53' 42"E49.33'S0° 33' 05"W65.02'N1° 53' 42"E65.00'S0° 33' 05"W156.92'S89° 26' 55"E 80.00'S0° 33' 05"W154.42'S89° 26' 55"E 80.00'S0° 33' 05"W154.38'S89° 26' 55"E 80.00'S0° 33' 05"W160.27'S89° 26' 55"E 6.96'L =7.6 2' R =3 2 5.0 0'S89° 31' 36"E 65.42'S0° 35' 42"W224.56'S89° 26' 55"E 80.25'N1° 53' 42"E46.71'L= 3 1. 8 8' R= 2 0 .00' N89° 27' 05"W 58.72'S0° 54' 27"W142.68'N84° 37' 31"E 90.32'L=67.56'R=175.00'N89° 26' 45"W 68.67'S0° 50' 39"W149.79'N84° 37' 31"E 68.91' N89° 26' 55"W 68.00'S0° 33' 05"W149.79'S89° 26' 55"E 4.56'L =5 6 .4 9 'R =1 2 5 .0 0 ' N64° 3 9' 2 7 " E 51.13'N17° 21' 33"W120.77'N89° 26' 55"W 68.08'S0° 48' 55"W149.79'N89° 26' 55"W 68.22'S0° 43' 55"W149.79'S89° 26' 55"E 68.00'S0° 33' 05"W149.79'S89° 26' 55"E 68.00' N89° 26' 55"W 68.00'S0° 33' 05"W149.79'S89° 26' 55"E 68.00' N89° 26' 55"W 67.67'S0° 51' 25"W149.79'N89° 26' 55"W 68.00'S0° 33' 05"W149.79'S89° 26' 55"E 68.00' N89° 26' 55"W 68.03'S0° 50' 49"W149.79'N89° 26' 55"W 68.00'S0° 33' 05"W149.79'S89° 26' 55"E 68.00' N89° 31' 59"W 51.19'L =6.4 5' R =2 7 5.0 0'N89° 26' 55"W 11.14'S0° 33' 05"W149.79'N89° 26' 55"W 68.00'S0° 33' 05"W149.79'S89° 26' 55"E 68.00' N89° 26' 55"W 68.00'S0° 33' 05"W149.79'N25° 20 ' 33"W27.28 'N23° 06 ' 54"W17.95 ' N64° 3 9' 2 7 " E 145.7 4'L=31.42'R=20.00'N89° 26' 55"W 68.22'S0° 28' 07"W149.79'S89° 26' 55"E 68.00'S0° 28' 07"W0.64'N89° 30' 35"W 10.00'S0° 44' 16"W149.05'S16° 05' 47"E0.10'S89° 26' 55"E 78.45' N64° 3 9' 2 7 " E Know what's below. before you dig.Call R BYDATEREVISIONS132456PROJECT NO. SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2020SUMMIT DESIGN ANDENGINEERING SERVICESCDAS (DON.SEVER@SUMMITDE.NET)DAS (DON.SEVER@SUMMITDE.NET)19-0139STILLHOUSE FARMGRAHAM, NCE. MOORE STCONSTRUCTION DRAWINGSCreatively Inspired - Technically ExecutedLicense #: P-0339320 Executive CourtHillsborough, NC 27278-8551Voice: (919) 732-3883 Fax: (919) 732-6676www.summitde.netFIRST ISSUE DATEAM(ALEX.MANGOT@SUMMITDE.NET)08-28-202011-03-2020 19-0139_S EXH-C WETLAND IMPACT EXHIBITWETLAND CWETLAND C TOTAL AREA = 2,252 SF 1 inch = ft. GRAPHIC SCALE ( IN FEET ) 40 WINESAP DR. 50' R/W BRAEBURN DR.50' R/WHERTFORD LN. 50' R/W CORTLAND DR.50' R/W Esri, HERE, Garmin, (c) OpenStreetMap contributors, and the GIS user community, Source: Esri,DigitalGlobe, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, AeroGRID, IGN, andthe GIS User Community Stillhouse Farms 0 Cheeks Ln, 0 Old Farm Rd, 0 E Moore St, & 220 Andres AveGraham, North Carolina 27253 October 2020 USACE Jurisdictional Determination map source:Alamance County GIS 4338 Bland Road, Raleigh, North Carolina 27609919-875-4288 « 0 400 800200 FeetS Main St.Hortense St. Moore St. WA -0.045 ac W B -0.41 9 a c WC -0.072 ac Stillh ouse Bran ch 703 lf UT StillhouseBranch1287 lf Legend Non-Adjacent Wetlands - Not WOTUS Approximate Property Boundary:Approved JD LimitsStreams - WOTUS 1 From:Hopper, Christopher D CIV (USA) <Christopher.D.Hopper@usace.army.mil> Sent:Monday, October 26, 2020 4:01 PM To:Ward Marotti Subject:RE: Site Visit: SAW-2020-01529--Stillhouse Farms / 0 Cheeks Lane / 0 Old Farm Road / 0 E Moore Street / Graham / Alamance County Thanks, Ward:  The map appears to accurately represent the boundaries of features we visited on Monday, October 19th, 2020. I will use  this map to prepare the Approved Jurisdictional Determination. That document would clarify the applicability of Section  404 permitting requirements, and absence of connection to any a(1), a(2), or a(3) water.  Per our discussion on‐site, please forward a copy of the editable wetland data forms used for this property. I will use  these forms to complete the upland data points needed for the application.   Christopher D. Hopper  Regulatory Specialist  U.S. Army Corps of Engineers  Regulatory Division  3331 Heritage Trade Drive, Suite 105  Wake Forest, NC 27587  (919)554‐4884, Ext. 35 We would appreciate your feedback on how we are performing our duties. Our automated Customer Service Survey can  be accessed by copying and pasting the following link into your web browser:  http://corpsmapu.usace.army.mil/cm_apex/f?p=136:4:0. Thank you for taking the time to visit this site and complete  the survey.  From: Ward Marotti <ward@spanglerenvironmental.com>   Sent: Friday, October 23, 2020 11:22 AM  To: Hopper, Christopher D CIV (USA) <Christopher.D.Hopper@usace.army.mil>  Subject: [Non‐DoD Source] RE: Site Visit: SAW‐2020‐01529‐‐Stillhouse Farms / 0 Cheeks Lane / 0 Old Farm Road / 0 E  Moore Street / Graham / Alamance County  Chris:  Per the text edits you requested, attached please find the updated map.  Please advise that our site visit confirmed the  jurisdictional status, location and extent of the resources shown in the attached (i.e. the three wetland areas are not  Waters of the United States and, therefore, within the parcel boundary shown, only the streams shown on the attached  are subject to Sections 404 and 401 of the Clean Water Act).    Please call should you have questions or require additional clarification.   Ward Marotti Vice President Director - Land & Water Resources   PIN Owner Name Owner Address Deed Book Deed Page 144808 PATTERSON GLENN E TRUSTEE & JONES EDWARD TRUST CO TRUSTEE PO BOX 13929 ARLINGTON, TX 76094 0398 0051 144439 PATTERSON GLENN E TRUSTEE & JONES EDWARD TRUST CO TRUSTEE PO BOX 13929 ARLINGTON, TX 76095 1869 0260 144377 PATTERSON GLENN E TRUSTEE & JONES EDWARD TRUST CO TRUSTEE PO BOX 13929 ARLINGTON, TX 76096 1869 0260 144823 GUTHRIE OLA B HEIRS 2159 701