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HomeMy WebLinkAbout20171073 Ver 1_1.1 SA PCN May 17 2017_20170825GEORGE K LANKFORD, LLC Shady Grove Road Pittsboro, NC 27312 919-602-0127 gklankford9l@gmail.com May 19, 2017 Emily Greer US Army Corps of Engineers Wilmington Regulatory Field Office 69 Darlington Ave Wilmington, NC 28403 RE: SAW -2013-00672 Southern Acres Subdivision and Rawls Church Rd Water Line Extension Dear Ms. Greer, I am pleased to submit a Nationwide Permit 29 Pre -Construction Notification (PCN) for the Southern Acres Subdivision Project. The PCN is being submitted as a notification on behalf of the Southern Acres, LLC and the Town of Angier. The subdivision will consist of 103 lots with paved roads, sidewalks, community space and other amenities. and will be supplied by a water line extending from Rawls Church Road (SR 1415). A sewer line will connect to an outfall owned by the Town of Angier. The water line is planned to serve the proposed Southern Acres subdivision where it will terminate. No future expansion of the water line beyond the subdivision is planned. The proposed project will permanently impact 0.04 acres of open water by filling an old farm ditch. A single crossing of an intermittent channel will permanently impact 110 LF of channel with the installation of a road crossing culvert. The installation of approximately 2,900 feet of water line from Rawls Church Road to Kenneth Creek to the Southern Acres Subdivision will result in a permanent impact 0.081 acres and a temporary impact of 0.126 acres to wetlands and 17 LF of permanent impact and 20 LF of temporary impact to Kenneth Creek, a perennial stream. A single perennial tributary to Neills Creek will be crossed. The permanent easement is 30 feet in width except within the wetlands and crossing of Neills Creek, where the permanent maintenance width will be reduced to 10 feet to limit impacts. A temporary easement for construction of the water line is an additional 20 feet. The proposed project will result in total impacts of 147 LF stream. 0.04 acres of open water, and 0.208 acres of wetlands. The project meets all conditions of the NWP 29 and GC 3884. The attached PCN package includes PCN Form, supporting figures, design plans, and detail sheets. Thank you for your prompt attention to this important project and please let me know if you have any questions or require any additional information. Sincerely, George Lankford cc: Harvey L. Montague, Southern Acres, Owner Coley B. Price, Town of Angier, Town Manager Nicholas S. Rightmyer, PE ,DM2 Engineering, PLLC Lester Stancil, Stancil and Associates, Land Surveyor Attachments Office Use Only: Corps action ID no. DWQ project no. Form Version 1.4 January 2009 Page 1 of 10 PCN Form — Version 1.4 January 2009 Pre -Construction Notification (PCN) Form A. Applicant Information 1. Processing 1 a. Type(s) of approval sought from the Corps: ❑X Section 404 Permit ❑ Section 10 Permit 1 b. Specify Nationwide Permit (NWP) number: 29 or General Permit (GP) number: 1c. Has the NWP or GP number been verified by the Corps? ❑X Yes ❑ No 1 d. Type(s) of approval sought from the DWQ (check all that apply): ❑X 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: ❑X Yes ❑ No For the record only for Corps Permit: ❑ Yes ❑X 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 ❑X No 1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h below. ❑ Yes ❑X No 1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ❑ Yes ❑X No 2. Project Information 2a. Name of project: Southern Acres 2b. County: Harnett 2c. Nearest municipality / town: Angier 2d. Subdivision name: Southern Acres 2e. NCDOT only, T.I.P. or state project no: N/A 3. Owner Information 3a. Name(s) on Recorded Deed: Southern Acres, LLC 3b. Deed Book and Page No. Deed Book 3332, page 16 and Deed Book 3349, page 363 3c. Responsible Party (for LLC if applicable): Mr. Harvey Montague 3d. Street address: 1210 Trinity Road, Suite 102 3e. City, state, zip: Raleigh, NC 27607 3f. Telephone no.: 919-362-7477 3g. Fax no.: 3h. Email address: Page 1 of 10 PCN Form — Version 1.4 January 2009 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: George Lankford 5b. Business name (if applicable): George K Lankford, LLC 5c. Street address: 238 Shady Grove Rd 5d. City, state, zip: Pittsboro, NC 27312 5e. Telephone no.: 919-602-0127 5f. Fax no.: 5g. Email address: gklankford91 @gmail.com Page 2 of 10 B. Project Information and Prior Project History 1. Property Identification 1a. Property identification no. (tax PIN or parcel ID): Pin: 0664-94-1836.000 and Pin: 0664-84-0935.000 1 b. Site coordinates (in decimal degrees): Latitude: 35.52229 Longitude: -78.772272 1 c. Property size: 55.635 acres 2. Surface Waters 2a. Name of nearest body of water to proposed project: Neills Creek 2b. Water Quality Classification of nearest receiving water: WS -IV 2c. River basin: Cape Fear 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: See Attachment -Supplemental Information 3b. List the total estimated acreage of all existing wetlands on the property: 2.089 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 1,640.7 3d. Explain the purpose of the proposed project: Project is a multi -unit residential subdivision with open space. Public water and sewer will be provided by the Town of Angier. 3e. Describe the overall project in detail, including the type of equipment to be used: See Attachment -Supplemental Information 4. Jurisdictional Determinations 4a. Have jurisdictional wetland or stream determinations by the Corps or State been requested or obtained for this property / project (includingall prior phases)in the past? ❑X Yes ❑ No ❑ Unknown Comments: Streams -NC DEQ June 10, 2016 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): George Lankford Agency/Consultant Company: George K Lankford, LLC Other: 4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. June 10, 2016 site meeting with Chad Turlington. July 14, 2016 site meeting with Emily Greer and Chad Turlington 5. Project History 5a. Have permits or certifications been requested or obtained for this project (including all prior phases) in the past? ❑X Yes ❑ No ❑ Unknown 5b. If yes, explain in detail according to "help file" instructions. A permit for extending the sewer outfall was obtained on October 18, 2016. (SAW -2016-01386). No other permits have been requested for this project. 6. Future Project Plans 6a. Is this a phased project? ❑ Yes ❑X No 6b. If yes, explain. Project is requested to be permitted in one phase. Page 3 of 10 PCN Form — Version 1.4 January 2009 C. Proposed Impacts Inventory 1. Impacts Summary 1 a. Which sections were completed below for your project (check all that apply): ❑X Wetlands ❑X Streams —tributaries ❑ Buffers X❑ 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 Choose one Choose one Yes/No - W2 Choose one Choose one Yes/No W3 Choose one Choose one Yes/No W4 Choose one Choose one Yes/No W5 Choose one Choose one Yes/No W6 Choose one Choose one Yes/No 2g. Total Wetland Impacts: 2h. Comments: See Attachment -Supplemental Information 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 Choose one S2 Choose one S3 - Choose one - S4 - Choose one - - S5 - Choose one - S6 - Choose one - 3h. Total stream and tributary impacts 3i. Comments: See Attachment -Supplemental Information Page 4 of 10 PCN Form — Version 1.4 January 2009 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) 01 Choose one Choose O2 Choose one Choose 03 Choose one Choose 04 - Choose one Choose 4f. Total open water impacts 0.04 4g. Comments: See Attachment -Supplemental Information 5. Pond or Lake Construction If pond or lake construction proposed, the 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 P1 Choose one P2 Choose one 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 vou 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 Yes/No B2 Yes/No B3 - Yes/No B4 - Yes/No B5 - Yes/No B6 - Yes/No 6h. Total Buffer Impacts: 6i. Comments: Page 5 of 10 D. Impact Justification and Mitigation 1. Avoidance and Minimization 1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project. See Attachment -Supplemental Information 1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. See Attachment -Supplemental Information 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 ❑X 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 El 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: Choose one Type: Choose one Type: Choose one 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: Choose one 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 6 of 10 PCN Form — Version 1.4 January 2009 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 Yes ❑X No buffer mitigation? 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. 6c. 6d. 6e. Zone Reason for impact Total impact Multiplier Required mitigation (square feet) (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 7 of 10 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 ❑X 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 2. Stormwater Management Plan 2a. What is the overall percent imperviousness of this project? 24% 2b. Does this project require a Stormwater Management Plan? ❑ Yes ❑X No 2c. If this project DOES NOT require a Stormwater Management Plan, explain why: Project will not have more than 24% impervious surface 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 localgovernment's jurisdiction is thisproject? Town of Angier ❑ Phase II ❑ NSW 3b. Which of the following locally -implemented stormwater management programs ❑ USMP apply (check all that apply): ❑X Water Supply Watershed ❑ Other: 3c. Has the approved Stormwater Management Plan with proof of approval been El Yes X❑ 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 0 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 8 of 10 PCN Form — Version 1.4 January 2009 F. Supplementary Information 1. Environmental Documentation (DWQ Requirement) 1 a. Does the project involve an expenditure of public (federal/state/local) funds or the ❑ Yes X❑ 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 El Yes ❑ No (North Carolina) Environmental Policy Act (NEPA/SEPA)? 1 c. 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 ❑ 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 ❑X No or Riparian Buffer Rules (15A NCAC 2B .0200)? 2b. Is this an after -the -fact permit application? El Yes ❑X 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 F1 Yes ❑X 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. The proposed project is a complete build -out of the parcel and additional impacts are not anticipated. 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. Project is planned for municipal sewer connection to the Town of Angier waste water treatment plant. Page 9 of 10 PCN Form — Version 1.4 January 2009 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 ❑X No habitat? 5b. Have you checked with the USFWS concerning Endangered Species Act ❑ Yes ❑X No impacts? 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? USFW Ecological Services -Raleigh Consultation Code: 04EN2000-2016-SLI-0535,and Natural Heritage Program (NHP Data Search -Harnett County and Lillinglon Topo map) data base. Site habitat assessment was also performed and no suitable habitat was observed. 6. Essential Fish Habitat (Corps Requirement) 6a. Will this project occur in or near an area designated as essential fish habitat? ❑ Yes ❑X No 6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat? EHF Mapper (hftp://wsnv.habitat.noaa.gov/protection/efh/efhmapper/index.html) 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 ❑X 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? SHPO (http://v�.hpo.ncdcr.gov0 HPOWEB GIS Service ((http://gis.ncdcr.gov/hpoweb�) 8. Flood Zone Designation (Corps Requirement) 8a. Will this project occur in a FEMA -designated 100 -year floodplain? ❑X Yes ❑ No 8b. If yes, explain how project meets FEMA requirements: No significant change in original ground elevation will ensure no change in flood capacity. 8c. What source(s) did you use to make the floodplain determination? The 100 year floodplain boundary shown by survey map. George K Lankford Applica) (/Agent's Signature Applicant/Agent's Printed Name Date (Agent's signatule is valid only if an authorization letter from the applicant isprovided.) Page 10 of 10 PCN Southern Acres Supplemental Information SAW -2013-00672 Project Background B. Project Information and Prior Project History (Page 3) 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 proposed subdivision property was previously in agricultural land use (row crops) with the remaining area unmanaged herbaceous cover (clear-cut) and ditches draining low areas. The water line extension from Rawls Church Road (SR 1415) is undeveloped woodland and field. The woodland is unmanaged loblolly pine (Pinus taeda) in the uplands and mixed deciduous hardwood in the wetland areas. A large electric transmission line crosses the proposed easement midway. At the property boundary, the waterline will cross Neills Creek, an upper order stream where the channel is approximately 10 feet wide and 2 to 3 feet in depth. Recently, beaver have begun building multiple impoundments at the property. Prior to the beaver, the wetted perimeter of the stream was 3 to 8 feet and two feet deep in the pools. Land use surrounding the subdivision and water line is a mix of agriculture land, forest land, and residential single family homes. 3e. Describe the overall project in detail, including the type of equipment to be used: Site development is for a residential subdivision of approximately 103 residential lots with access roads and open space. Construction includes road construction, underground utilities and sanitary sewer. Equipment may include bull dozer, dump trucks, excavation and trenching machinery, paving equipment, and small tractors or skidders. The water line extension will be installed in open trench. PCN Southern Acres Supplemental Information SAW -2013-00672 C. Proposed Impacts Inventory 1 a. Which sections were completed below for your project (check all that apply): ® Wetlands ® Streams - tributaries ❑ Buffers ® Open Waters ❑ Pond Construction 1. 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 — Permanent Type of impact Type of wetland Forested (Corps - 404, 10 Area of impact (P) or Temporary (T) (if known) DWQ —non -404, other) (acres) Clearing, Wl ®P ❑ T excavation, and ® Yes ® Corps 0.039 access ❑ No ❑ DWQ maintenance WI ❑ P ®T Clearing El Nos ®❑ DWQ 0.087 Clearing, W2 ®P ❑ T excavation, and ® Yes ® Corps 0.043 access ❑ No ❑ DWQ maintenance W2 ❑ P ®T Clearing ® Yes ❑ No ® Corps ❑ DWQ 0.040 W5 ❑ P ❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ W6 ❑ P ❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ 2g. Total wetland impacts 0.208 2h. Comments: Permanent impacts of 0.081 acres and temporary impacts of 0.126 PCN Southern Acres Supplemental Information SAW -2013-00672 C. Proposed Impacts Inventory 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 Dithc 0.04 intermittent DWQ — non -404, width (linear Temporary (T) 02 ❑P❑T (INT)? other) (feet) feet) S1 ®P ❑ T Culvert UT S1 to ❑ PER ® Corps 2 80 Neills Creek ® INT ❑ DWQ S2 ®P ❑ T Stabilization UT S1 to [:1 PER ® Corps 2 30 Neills Creek ® INT El DWQ S3 ®P ❑ T Excavation Neills Creek ® PER ❑ INT ® Corps ❑ DWQ 10 17 S3 E] P ®T Temporary clearing for Neills Creek ® PER ® Corps 10 20 construction access ❑ INT ❑ DWQ S4 ❑ P ❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ S5 ❑ P ❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ 3h. Total stream and tributary impacts F 147 3i. Comments: Total stream impacts Permanent = 127 LF (0.009 acres) Temporary = 20 LF (0.005 acres) 2. 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. 4b. 4c. 4d. 4e. Open water impact Name of waterbody number — Permanent (if applicable) Type of impact Waterbody type Area of impact (acres) (P) or Temporary (T) 01 ®P ❑ T Open water farm ditch Fill Dithc 0.04 to wetland W8 02 ❑P❑T 03 ❑P❑T 04 ❑P❑T 4f. Total open water impacts 0.04 4g. Comments: 576 LF of fill (3 feet wide) = 1,728 SF D. Impact Justification and Mitigation (Page 6) 1. Avoidance and Minimization ]a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project. Roadway and culverts at stream channels will be minimized through use of head walls and retaining wall to limit linear impacts. An existing 34.14 feet long 42"HDPE pipe will be removed and channel will be PCN Southern Acres Supplemental Information SAW -2013-00672 returned to a stable bed and bank similar to the existing upstream and downstream. Water line corridor sited to minimize areas impacted. All disturbed areas along the stream banks will be stabilized and planted in native herbaceous vegetation 1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. All channel work will be performed in the dry and where necessary use temporary check dams with a pump around till work within stream channel is completed and all stream side disturbed areas are stabilized. Disturbed stream banks will be restored to existing or stable grade and revegetated with native vegetation. Silt fencing and rapid stabilization of bare soil will minimize runoff into streams and wetlands. The existing stream buffer outside of crossings will remain undisturbed. 4 a SAMPLE AGENT AUTHORIZATION FORM PROPERTY LEGAL DESCRIPTION: LOT NO. PLAN NO. PARCEL ID: 040664 0025 01 & 040664 0020 13 STREET ADDRESS: Please print: Property Owner: Property Owner: The undersigned, registered property owners of the above noted property, do hereby authorize George Lankford (Contractor J Agent) of George K Lankford, LLC (Name of consulting firm) to act on my behalf and take all actions necessary for the processing, issuance and acceptance of this permit or certification and any and all standard and special conditions attached. Property Owner's Address (if different than property above): 1210 Trinity Rd., Suite 102, RAleigh, NC 27507 Telephone: 919-352-7477 We hereby certify the above information submitted in this application is true and accurate to the best of our knowledge. Authorized Signature Authorized Signature Date: 7-13-16 - date: AGENT AUTHORIZATION FORM PROPERTY LEGAL DESCRIPTION: LOT NO. PLAN NO. PARCEL ID: PO Box 278 (Mail) STREET ADDRESS: 55 N Broad Street West (Phys) Angier, NC 27501 Please print: Town of Angier - Town Manager: Coley B. Price Property Owner: Property Owner: The undersigned, registered property owners of the above noted property, do hereby authorize George Lankford (Contractor 1 Agent) Of George K Lankford, LLC (Name of consulting firm) to act on my behalf and take all actions necessary for the processing, issuance and acceptance of this permit or certification and any and all standard and special conditions attached. Property Owner's Address (if different than property above): Telephone: 919-639-2071 We hereby certify the above information submitted in this application is true and accurate to the best of our knowledge. 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OUi-240.13 / 0 _lNl� (INSTALL OUr 253.00 / \ TOP mm -- Me 0 �— I \ IFLV�O 46 DURING �\ \ / \ V.414-235. — �pp� N ENT 11014 � 1� � — _ — � PHASE 'Z 20 — T e�sss7� N\ \ ` NE"H SEWER N 8�V-' I ®0.50 TOP RIM= /� �� ��� / / \ NEW 424 OF \ �. I - .65— �5�• � �- `_ SOP RIM= ICreek Bank NEW ss l ; - INV. 239.30 OUT= 34.45 \ 27 NEW IOP RIM 37.46 �� = iNG. OUT 239:1 SS / TOP RIM= A / 2 \ _INV. 0 =237.2 W. EW OUT , 9.10 �TO RIM= \ _ - TO EX. I NEW MH 3 \?�\� We t l d tv. IN 230 8\ - \ \ --------- M - ,�..,,. RIM= 5Q I OUT=230.8 z I WWATERd °N (INSTALLED W. Ui=22804.— o' THERS o � ROY LEE EARP P.I.N. 0674-14-6703.00 N \ NO REFERENCE LOCATION: M ATKINS ROAD (SR 1448) o UTILITY PLAN BLACK RNE TIVER COUNTTY,NNCIP o M R PROPERTY OWNER/DEVELOPER: o SOUTHERN ACRES 12010 TRINITYCRRESOAD LLC SUITE 102 RALEIGH, NC 27607 %o NOTE: This document, in physical or electronic form, discloses subject matter considered confidential to ENOCH ENGINEERS, P.A. and on which ENOCH ENGINEERS, P.A. has exclusive pi Revisions PLAN INFORMATION: DESIGNED BY: HORIZONTAL SCALE: EE,PA 1" = 100' DRAWN BY: VERTICAL SCALE: EE, PA CHECKED BY: DATE CREATED: FT 11-07-2016 SURVEY INFORMATION: operty rights. Neither receipt nor possession thereof confers or transfers any rights to reproduce this document or any part thereof, or to disclo nosh ngineers , P.A. CONSULTING ENGINEERS & SURVEYORS 1403 NC Highway 50 South - Benson, NC 27504 Phone: (919) 894-7765 Fax: (919) 894-8190 E-mail: general@enochengineers.com NC Firm License #C-2061 >e any information contained therein to others, or to use it for any purpose without the written permission of ENOCH ENGINEERS, P.A. NOTE: FOR ANY RIP -RAP TO BE PLACED IN THE STREAM BED - THE FINISHED TOP ELEVATION OF THE RIP -RAP SHOULD NOT EXCEED THAT OF THE ORIGINAL STREAM BED NOTE: TEMPORARY FILLS MUST BE REMOVED IN THEIR ENTIRETY AND THE AFFECTED AREAS RETURNED TO PRE -CONSTRUCTION ELEVATIONS. THE AREAS AFFECTED BY TEMPORARY FILLS MUST BE RE -VEGETATED, AS APPROPRIATE. ® PERMANENT IMPACTS (S1) GRAPHIC SCALE 30 0 15 30 60 ( II\ FEET ) I inch = 30 ft. 120 EE PROJECT: 4350 S-1 OF , 265 264 263 262 261 260 259 258 257 256 255 254 253 252 251 250 249 248 247 246 245 Q w 0 cn 0+00 0+50 265 264 263 262 261 260 259 258 257 256 255 254 253 252 251 250 249 248 247 246 1 +00 245 CROSS SECTION OF STREAM CROSSING 1" = 30' HOR. 1" = 3' VER. STREET 2 J J Q 0 Q J �6o o SND ° 0 0+00 0+50 265 264 263 262 261 260 259 258 257 256 255 254 253 252 251 250 249 248 247 246 1 +00 245 CROSS SECTION OF STREAM CROSSING 1" = 30' HOR. 1" = 3' VER. 1415 . ^ / I--, N N�_, I / / / / / / / / I � — 11 j I � � \\\\\ (b -'q" , I I--,-\ �1� It 11 1 / / / / / / % 140 NNII _,Approx 41,D im te� 1�� y6,Gr floo lir�i� Ar�i� ZZI beate >* Angler 144 .0 o .2 g�J F Miller 150 f 00 Fr 0 1 1 4�- — F, Y Existing 9 '- ##1e'?t- � W Fire Hydrant -44 nt 0\eea\,E6o(< J170 Page 7� Cd L4 M�e� A01J-264\ �Gp\\ Nu < flo r1I ��war .250 k _s d A, wi Ca hy E 51 �ar 11 eed I ook 84-4, age 512 P. q Slide 59 7� B Q) x. 50 ccesl an 0"litY EOsellnent UTLET PROTECTION 2�300 Q10=6.6ds V10=111.8fps 7 I r4l \N QfuII=1&OCf8 ------ -12.2fps Wulf Dou F. *ffller_"-� DeCra B. Miller It �ook J1 70, Pace 2 1A ff" D50=6* D wd 78 _'264 DEPTH 20IJ- WI -3 =4t Ma NuTber W2=1 1=5' 300 DIVERSION BERM TEMPORARY C> I __(7 DAY swiuzATION TIME F�AME) zM Mtn ORZ)VI Vt ff/vJFkrrL&Z� C Cr 1%4,w �X �X �X �X t—AtX —PORARY-SILT FENCE TEM D A.-1 7AC D n umrrs OF DISTURkD AREA T J 9 TOTA DRAIJ E 5. AC. TOTAL DISTURBED ARbk-,26.1 ACRES 10--( .3)(7. N R 5.5AC. REq *037� 3.06 E 100 W11 \Al;� WVD= 5SF/(&(11.9CFV=3.868i� .2 L=90, -1 2_ E SL I f 'RADE CONTOUR %RFACE AR =4 50SF FINISH G EXISTING CONTOUR W v KvvrKt I V p 7' uj 0 SKIMMER BAS '�'VRAJNAGE AREA C) 0 0"%t, \)LI - LLI 12 SKIMMER ";� I I <�_ w IN A M Mrs I I - INOGRIFTICE Dit @q) AE 1 ME� , 8 NLET PRQLECTION AT 290 Dt; TIE S11.1 FENCk\ Z 11 ALL CB'S/OlS TYPICAL FENCE B=E 0 uj UC_AN 1 A�Uj% LL �URIN TO WFJK AS OWN TXP. ffoo ca ONN)f'dMND A CL fit iG' IN EROSIONIAN MI IIIAS XAN X, uj 0 > co RE P�! t ; FROM N ENR, R M P. ER PERM E I GR D DI RBED AREA 5KIM $IN, S A 0 ECS. TET E U0 TEMP DN0SION BERM ks 0 SHOWN TYP. (7 IJAY Airl 0 ON TIMt FRAME TYP) 0 < Ul 0- z 0- 0 U- 2 uj z - ZC LL_ z 0 w k_j — Lij uj 0 DQuglbs, er J) 0 TEMP CONSTRUCTION 0 Deb\ra Miller, CL %, ou4'�n \b b'r 2'61J- 1 3 ueea Pag 126 0� i TEM TYP. U3 W. D*RSIQ'tL M/P. IWIFENC SILT FENCIr &BM/ E fvdmqlDN BER AS 5 ,,?- A � \ R. IX IT 1 CB OWN TYP. (7 DAY ILIZATION TIME E TYP.) \ U11) LIJ LLJ C11 - z: LJ < ::E k Cx: �Lj (z) tw-Nul AS SH ui 0r Tc�� SILTIU�CE uj A� SHOW�\TYK LL_ LLJ 0 7��. DNMO41_1 CL BERM A5,,Sff0WN (7 I)Ay at kRY SKIMER BA rl_ IZA71 0 C. 4�) ,,0'QW PR07EOON C) C14 .9- T_ DA=/_fkx, 0 72 Q1 (7 (3.1AC.) 0=1 f! v=1 )r3,240CF /(7)1 t_j %_ ARE *�(6�3 -7,178 CN I (D 1 C'4 G ALL I'S TYPICAL wS, P ON AT Lo C) 6 I'S TYPI U7 W. -4. �30'--Cr k 4 ci C14 U6 c:k CONSTRUCT CHECK DAM TO PREVENT 13* =1. M TOP, _�Cl 2e r�Rl El Q> SCOURING. UkA—M TO FACI U5 -61 W2 1.2501 =7.v 2 LP 'N AREA=4, 4 �Q tth e *vs, -&-y-,j HR)(4.4AC.)-9.5CFS wife Anfesa j 2 XF/AG*(3.7AC)-6,660 Deed 800k f "Otthews Mw uw (9. =3. .1 =Z 00 CL 7306 p PORARY SKIMMEk BASIN MLSI__,*'-� P��'Cd_bhq,et 67 6X; -5; .3 A C., 4- 2: 0 _j /P LLJ _j cf- SlIde ILO TOTAL DRAINAGE, AREA=6.9AC.- Sl V) z 346,A\ It I �R z A -OlDi:;(0.3)(1.21N/HR)(6.OAC.);:it4�9(�FS 0 0 8 C6 VOI_ - ad V) < t -0 uj -6 'SURFACE AREA. REQb�SISSF/CFS�(14.90FS)�g4,843SF 7 SNK"I MM MM )IAMETER--11� 0 I__ > Lu k_) uj 3.6 DAYS Z ui cr- or z ts) D A`6Er;LV,-,D:4:(7. SIDE SLOP PROVIDEI)2,wbs� 2 TE P. W 0 0 74 VOL, PROVIDED*11,250CF < LLJ uj 0 Z p CAL. WEIR VD7144Z, 0 > 1A q I'S SKIMMER SliE�- �e� SKIMMER I - 00IFIdE D'I'AfvM=13,5*� LLJ [E ,- = z UO (-D ul DEWATERINVub 3.3 DAYS V) LLJ /--I- L1j 1`1 1 $M� NOE. %I AMER-� 1BASIN41. 0 z I-_ 0 N < cr- Lu _j J= _j < 0 < I-Imothy f-ost U8 0 (f) C 6 <M= V) 0:� 0 a, Li.. -0 er IMPACT 3 ife Ann _j od v( llq 1 (29) CL DeeovBook -Oster 14 &jQ0 0 0 11YP.\(7 !I 7109,�,IPO`g 1D Plcr Cdbinet 0- 3//de TI SILT 1XSILT TO 7 'ITT. I uj uj INA 11 /1 I z Lu fit 1, 14 1 0 z �x'ls J uj 'd )nt U2 gf�AW TEMP j) ME IMPACT 81 SWALE LINER AS 4:) )04 SHOWN U9 1;5k Bb Ulb ITMAL 1EMM WERSION BOW RAP 10 4e! 0 I. :Am S7 4 RWCTION C k Cz 8 46 u BIVER!SION M/AS i� WIJ '4E FRAM LASS --B 4 EE PER P4 C) 8 NE 3 =0 ROJECT - B —1 zz�// :2 tKMAINtN I Z�ffl Lt W$ 14-- C,4 AAI`FLES C_ C) co <1 SPECS TEMP. SILT FENCE E AS S TYP. TO DRAINAGE Q16=(0.3)0.2JN/4RX1O AC'.)i4l D =25>` W 1 =30f= 1 5�-' O*d Pkkl`ECTI�N #8 VOL REIWD��i�$W/A�5.6AC)�-�1-0,080CF' DG+�&35' NQA] WRFACE AREA R S*(26. SJ=4, R� MALN_.. 7 Ca SWALE LCQJ.i��� �AQL p UIH W �"TEMP CONSTRUCTION `�SIDE� It p to �C E oe EAR TR FROVIDEMD 7,2 0 ----R--M--ALN-E--P-T—H----\-f--ELO--C---I-TY SHE%R STRESS SWAL E SH ESS 10= _61y Cn 0, D 2�=(2. LOT # Q�(CFS) SWAIL SLOPE No L: VEA fs SU PLRY 4MER BA�N #A6 W R Qfull= VOL: PR ED D I 3 it TOTAL D LAA.(AGE ARE AC, qto4oX -4 ---- ___L — P. S IENCt--� 7" �; 1.3A =Z:8" ------------------------- 421 0 22 L=50 SIDE SL __j _�InAtr RE =3M/QE a=4 VOL REOV-4,8 %CF/�C*(tW4-_ZX_6V__ P OMDE (PSF) 17 Vf I - (FT (FT/S) REQUI ED (PSF) "R' NT 6— 0. 51 A 1.45 IC 2 /87 ') \32 6 2.5 1 =:SIZE: Ab 511 TYP. 0. zo 1 0 RE p U -A DEWATERINT9 I to=r Aft SL�8 NOIL STRUCT`IEMPORARY�-2e. PLVMC, OUTLET D _SNFk&-&RE�A PROVIDEr='1-,250SF__ Vi PIPE � FR 123 TO VMER IIA$IN DURlio-\ -WIL PROVID EN: H-45 BEEN STABILIZE It Wr 1 3; \7' 6 11� '11� Y24 -,-PIPE 111 4u: 1 1, `11 1 eeK Buiter 0( U%e( 1 4. O(N ER Sl IJ MUM RAqN W PERMANENT 200P,�kOM CBJ23 TO FES#3-A� p SKJMM MIFI 1�_, q'o' from To� f D.A.--ZBAC DEWA7ERIN 5 YS __-1 -eqch side r TOTAL DRA�NA AWA=2.8AC. SHOWN, DA = )POO \ lon GRAPHIC SCALE 0 r 'n *O\RM\ BAGV�z Phq,,,C_abine -�C,", 'Sii/de \�4,�,-A I . . .-6 Q10=(0.3)(7.21�4R)(ZBAC.)=6.00FS �1A R, 0 50 100 200 "�o t F I R E�A A VOL REUD=l,8CPCF/AC*(2.BAC)--5,040CF �q�. � SURFACE AREA REQtD-325SF/CFS*(6.00FS)=1p5OSIr -Pla t Cob VOL S36 -A--, SH '0 (7.21N R IMAC. -2�_g Pldl�-Cabmln5e SA�, \ /­ - L=6W. W=V, D 3 2-1 .0PES) 7- C % - S17 '--Pla t a J Slide 1 5 P� (D 1, 0\4 Ne R 7 ----SURFACE AREA --2 275SF VOL PROVIDED=�% 69CF ES WEIR WD7H-W 'c -rt Cab)"n e `F lide lq-C M 23� r 'n et =5 6 FA, Pit IN FEET 'CE= \4 SKIMMER SVE. 15* = 2 1 ilich 100 f t. SKIMMER ORIFIC�D! MM=1.5' —At % " =4' DEWA7ERING TIME 7 DAYS MEMRR - te MM ORIFICE`� Tim WAYM 11111��01111 Vunc�nno Dri R \ZEWATMERING DAYS Pub(lic e 230.!� V! 50 I I D5 � Fq 7 86 : 2. ox I 87 . 6 l . D�l A I\ CB32 (88 C&33_ �, CB3 ------------- ----------- 01(-5715.4LF i O I O 89 a I 6Z Q) 2 8 IMPACT AR, 01Co I I CB35 _h CB3Y W c 31 N - PERMANENT IPPACTS (01) GR�PHIC SCALE 0 25 /50 100 ( IIS TEST ) 1 inch = 50 ft. 200 ---- IT .a. (2 81 L ars cls ape, Utili t 62� , ars 0 c3c Drc7in ac EE f'kC.IE:;T. 4350 S-1 of i 75 Cf) 4-j c3c Drc7in ac EE f'kC.IE:;T. 4350 S-1 of i El CIO < LL, M ri CU jef 07 I A- % mi �ANL cc Ali P8 SUI)JIV (a 0 —�mo;gar�>Amooa.aq �F n Southern Acres Subdivision Neills Creek.., Wetlantl WT Wetland WS Legend e% 100 Year Floodplain Neills Creek STREAM JIT WetlandsGoo& earth � o20,aGoogle 1000ft Southern Acres Rawls Church Rd Water one Eckerson Figure 2 Proposed Waterline Eckerson Legend b loo Year Floodplain S NeolsCreek S STREAM UT1 u Wetlands Southern: Acres`'- Rawls ChL =i 1,..�. .,�_ Figure�tl aVb .r Legend 1. 100 Year Floodplain _— Neills Creek S STREAM UTi S Wetlands 3 Z C7 W Lu 0 c CU LU M L0 � 0 ti M N Q0 04 C14 p U N o U N Z z ' 0 v � Control Point #5 & Cap Z 0 Z � M O 60d Nail Q w �. FN: 644074.82 E: 2071703.70 Z Ox M Q o� m c0 0 o 0 '' ., Elev: 299.05 O LLI W Z �QO a00 QD2 z= Luo0- Q0- u- N [9 Mary Lane] �, U 0674-13-2658.000 ' ,, 04 1 Edwin G. Brandle Rev. Trust Jacqueline 0. Brandle Rev Trust ' 1�''E el ro ~'''�, Guy Wire Anchors `� a D.B. 3256, Pg. 569 ,fro LAJ`J O`_..-_-•-..._.....__.......--.---•_...................."__-._."_\'-__._."'-__•-___..__...___•-_•-• '_.. _._.__...•= ""' ,'` , 72 ,. Elev;�2 Q� WE NDS Property Property Line — N 88°13'15"W (2863.24' Total from White Oak Branch to Kennis Creek) FIRE HYDRANT ASSEMBLY 8" GATE VALVE �,� �pJ TEMPORARY EASEMENT PERMANENT EASEMENT \ G'r WETLANDS D�e� O riI,� r� V �esc� ,49g Posture Fence lin Stoke e BARN 6.6' from P/ W W = �i{ PP 1 I W ,v S el�.O �,VV W Poln f ;;�Sfa I V 1432' Fence Encroachment Q W W W W y (4) 4� ENDS W N to: 0+00 of oth W W P� W P 1 IL 71 5 W W FENCING ING W W OUTLET W w w w w ---------------------- w w w w w P osture w w w w w w w w w w w w w w w w w w w PROPOSED 8" WATERLINE -------------------------------------------------------- ------ . r� �.nC+��-tri r w w eTted ------- — l — — — — W —�- W —� A\ W pP W w w w w w w w w w w w� w w w w \ — — — +- — r- — _ — `\ 15 _ SF__y__ SF tZ`` D W —--5�--�F------'----SF—__�F—= rSF _____ SF__ZE W `; �— w W 'w 5' / F -- 1015.95' w w --- J w — — \�\ �N RQ/��/ \ / W 1j•25° BEND AIR RELEASE VALVE 20 WATERLINE EASEMENT RELOCATE PASTURE FENCE CornersPROPPOSED PROVIDE A 20' JOINT OF DIP CENTERED AT ROAD CROSSING W W W♦\Fence W W W �S♦��` W W MPOR4ARYW a\ �� ♦ ` \ '. W ;t` , �� / } \\\ \O�O 9', ?0 0 °BEN O TO PROPERTY LINE on Tree 20 -ft North of Line THE PROPOSED 20' WIDE WATERLINE EASEMENT W W W W W W W EASEMENT- W W ♦ \ W 25W p ♦` ♦♦ _y _ _ W y 't W i` , rre y W � yt �/ �; �/ / W W _ _ • SEAL z - 0 BENDS s � REDUCES TO 10' WIDTH WITHIN THE WETLANDS W RROViDE DUCTILE IR ', `�♦ ♦ �� > ''+ — � � d �� W W `i' _� �. `=' _ ; �, : 036243 \_ 3 10' o- [N\A] AREA, WITH AN ADDITIONAL F WIDE TEMPORARY CONSTRUCTION EASEMENT ALONG EACH SIDE. P THIN CP&L EASEMENT \♦_ MAINTAIN 3. ER (MINIMUM) SAX'• W W W W •' FNGI NES:'• j �� p / DI 7r�`O 06 000 ( 10' PERMANENT EASEMENT WIDTH AND _ _ -- - _ _S _ W W t W W W N W W W- w W W W W -oW W W W W /// v ••' \�``\\\ // 5��������R \\\ COTT , ♦ // 30l RoyLee Earp 20' TOTAL TEMPORARY EASEMENT WIDTH, —• J g 2 CARR D.B. 263, Pg. 78 CENTERED ALONG PROPOSED WATERLINE) s N U)CD` / oo 18" C A ING 72 RE Map Book 4, Pg. 61 ° h � o -c ', ENGINEERS SEAL AND SIGNATURE CMP ♦ G pl � l 249_3 �• ; x8°TEE & V \�CD ALVES `� \` � �� HON �\ PED 20 EASEMENT Cb \ DI LIMITS OF _j STURBANCE�� �, o E A R P PROPERTY LINE e '; O `� o \�� ♦♦ �� \ HORIZONTAL SCALE: 1 "= 50 ft. �0 � o 0 ♦`�/ \� ♦♦ \ VERTICAL SCALE: 1"= 5 ft.Rli Oo co = W 40 V 'J :) Z IL 300 W W IMZ �W Z =z- — Z. Ot, V ------------- Qce —09 to 295 WO W U. 12 a� AIR RELEASE VALVE Q F �o O V AROAO`SF k � Z F,�'��'♦`�� 290 8'w ,qTF RZNF 285 Gra e 280 30 275 270 O LU 265 z IZ U U) W D 0 W Q 00 O z 250 _ DRAWN: NSR DESIGNED: NSR CHECKED: WWD STARTED: 08-11-2016 245 SCALE: 1 " = 50' 240 100+00 101+00 102+00 103+00 104+00 105+00 106+00 107+00 108+00 109+00 110+00 111+00 112+00 113+00 114+00 SHEET: C-8 OF 12 3 Z C7 W Lu 0 c CU LU L0 L0 � 0 ti M N Q0 04 N z Z 0 Z T 00 U ao � N Z M � � 0674-93-8971 .000 Loan Thi Tran � U L4 �: < 0 ^ Z—W, 0 o [9 Mary Lane] Lot #12 Kennis Creek S/D D.B. 3341, Pg. 684 Q m Q N . 0674-13-2658.000 Plat Cab #C,-143A 0 Q 0> W 0 w W Edwin G. Brandle Rev. Trust Z a Y Z Jacqueline 0. Brandle Rev Trust Q O O O Control Point #6 D.B. 3256, Pg. 569 WETLANDS EIP N w D_ O W 60d Nail & Cap Posture F ence W 4°4 24 W EIP � � N N: 644,224.44 W Y W W Creekn ,a< 134.97' _ E: 2,071,367.82 y W W W W W �p rip@ Elev: 285.43 posture TEMPORARY E SEMENT W W W W W W PERMANENT E EMENT ''•, ;' W W W W w O ♦ � 5, w co N w w REPAIR ANY DAMAGES TO GRAVEL DRIVEWAY Gravel Drivew w w w w w w w w Iron Stake Set w w w w w w w w w w w w w Property Line N 88°13'15"W 2863.24' Total from White Oak Branch t Kenn s eek)EXISTING WW WW W W W W EI `••___• -_• a, DH---AXL=E —'�CT w — 'i•• — ---•• II X15.031015.9j w'Sw w w w w w w w w w w.w w w w w wI ——w_y --.S--w�--_---_-- a U ...—...—.—..i�.._..—.._S.-F—...._.—.—._—..—.PROPOSED LL —5SLrF ..8"_WATERLINE _. --.Fice _— F _F____ W y _I fF _SF - SILT FENCING OUT) ET ' % - CAP 8" LINE AFTER 0674-94-1836.000 w tD W y W W y PROPOSED 20' WATERLINE EASEMENT W W W W i-mP6RAR�(W y W ' EAStMENT W W 3• �N W W' $Er�@�V Ine W W Mop #2013-176 W W W W OVIDE OF Southern Acres LLC 6 DMap3#2013-176 Z ISI W [N\A] Flood Hazard Boundary W W W W W W ItS THREE 20'JOINTS DIP W W P (W� `�e,e ENTERED AT CROSSING Z W W 0674-14-6703.0002 THE PROPOSED 20' WIDE WATERLINE EASEMENT�.'� W W Q' EASEMENT E M E N T REDUCES TO 10' WIDTH WITHIN THE WETLANDS W W W W Roy Lee Earp D.B. 263, Pg. 78 Map Book 4, Pg. 61EARP AREA, WITH AN ADDITIONAL 5'WIDE TEMPORARY CONSTRUCTION EASEMENT ALONG EACH SIDE. PERMANENT EASEMENT WIDTH AND FEMA FLOOD HAZARD AREA p CAROO PROPERTY I 20(10' ' TOTAL TEMPORARY EASEMENT WIDTH, ZONE AE ����Ot��`` CENTERED ALONG PROPOSED WATERLINE)FES / SD HORIZONTAL SCALE: 1"= 50 ft. ;�Q`�� 'L•• ; -9�•: VERTICAL SCALE: 1"= 5 ft. _ SEAL =z ` 0SEAL ' W ' l 'FNGINE�-�'•'``� '''9`S,SCOTT 285 285 ENGINEERS SEAL AND SIGNATURE - 280 0 275 275 a Z 0 F+,0 O Z 1. 9 = Z J ; co4 V H Z IL oc 270 - � 270 I W 19 'WW ZO =Z7D _v � 265 -6 265 � a J � a L A�k O O,o 0 � Z 260 - - _ - - 260 255 _ _ - ` 2 250 25C 0 N W 245 245 N 0 3 Z 0 240 240 o - - Z O CU > o co 235 235 LU L - Z O H 4. 3 m I � � 230 230 U W Q - Existing Grade .3 o W 225 225 Q 0 o z Q >- m L 5.0' MIN. COVER U O 3 n z 220 cu 220 N - - o DRAWN: NSR DESIGNED: NSR 0 CHECKED: WWD 215 - 215 STARTED: 08-11-2016 rN 0 E 210 210 SCALE: 1 " = 50' U 0 Y U N 117+00 118+00 119+00 120+00 121+00 122+00 123+00 124+00 125+00 126+00 127+00 128+00 115+00 116+00 SHEET: C-9 OF 12 U- °tiF °tiF \°ti \°y \o F\ tiF tiF \ \ °tiF°y \ tiF tiF oy� \ \ EXISTINGCSP&L EASEMEN\ \ tiF �°tiF tiF THE PROPOSED 20' WIDE WATERLINE EASEMENT REDUCES TO 10' WIDTH WITHIN THE WETLANDS AREA, WITH AN ADDITIONAL 5' WIDE TEMPORARY CONSTRUCTION EASEMENT ALONG EACH SIDE. (10' PERMANENT EASEMENT WIDTH AND 20' TOTAL TEMPORARY EASEMENT WIDTH, CENTERED ALONG PROPOSED WATERLINE) \ EXISTING PATH ENGINEERING, PLLC \��•�pIVA CARO' SEAL 9l ' 036243 ' ��•''FNGINE�-�''��, SCOT 1 R\�,.• ENGINEERS SEAL AND SIGNATURE [9 MARY LANE] \ 0674-13-2658.000 TEMPORARY EASEMENT tiF tiF °tiF EDWIN G. BRANDLE REV. TRUST 0 PERMANENT EASEMENT JACQUELINE O. BRANDLE REV TRUST Q z z � P\ D.B. 3256, PG. 569 Oo Uo -----------r-- .� °ti PR PROPERTY LINE ------------- ~ --- z Q V q,�' = W V J a WIP -----------�— ♦ \ X --------------------- W OC OC cn ♦ PERMANENT IMPACT W1 �� I♦��' 0674-14-6703.000 x z Q ? VQ i ♦♦ i AREA = 1680.2 SF TOTAL ( ) ROY LEE EARP J z ♦ .� `� \ �' m / �� ,�, �, D.B. 263, PG. 7819 Q _ TEMPORARY IMPACT W1 o ��� MAP BOOK 4, PG. 61 W W 19 AREA = 3772.1 SF ,i, Q z V ALL PROPOSED WETLANDS IMPACTS WITHIN THE EXISTING AND CURRENTLY m m \ WETLANDS MAINTAINED CP&L EASEMENT ARE CLASSIFIED AS TEMPORARY IMPACTS. m DRAWN: NSR DESIGNED: NSR m m CHECKED- WWD \ ° EXISTING CP&L EA MENT \ PROJECT #: XXXX STARTED: 08-11-2016 \ o m m \ SCALE: 1 " = 30' m �� m �, SHEET: C- X of X 71- \ PROPERTY LINE STREAM BANK TEMPORARY S3 7.27 LF=72.7 SF (199.7 SF TOTAL) L) � _TEMPORARY LINE \ EASEMENT _PERMANENT THE PROPOSED 20' WIDE WATERLINE EASEMENT F� EASEMENT REDUCES TO 10' WIDTH WITHIN THE WETLANDS PEE RMANENT S3 AREA, WITH AN ADDITIONAL 5' WIDE TEMPORARY 17.25 LF = 172.5 SF CONSTRUCTION EASEMENT ALONG EACH SIDE. W "v W W W- (10' PERMANENT EASEMENT WIDTH AND 'S 20' TOTAL TEMPORARY EASEMENT WIDTH, PERMANENT CENTERED ALONG PROPOSED WATERLINE) EASEMENT TEMPORARY EASEMENT /ASSUMED TEMPORARY S3 THALWEG 12.70 LF = 127.0 SF \ (199.7 SF TOTAL) 100 YEAR FLOODPLAIN I "EXISTING iFENCE k *NOTE* AVERAGE CREEK WIDTH IS 10 FEET. 0674-93-8971.000 LOAN THI TRAN LOT #12 KENNIS CREEK S/D D.B. 3341, PG. 684 PLAT CAB #C, -143A PROPERTY x�x-x- x- x- x- xx-x-x- x y �L [9 MARY LANE] CREEK BANK / 0674-13-2658.000 EDWIN G. BRANDLE REV. TRU T / JACQUELINE O. BRANDLE REV TRUST D.B. 3256, PG. 569 PROPERTY LINE TEMPORARY EASEMENT _�_- PROPOSED WATERLINE W WW W I DEAD END ASSEMBLY . I I 20' EASEMENT LINEZ�---------4�--------- --- ---- --- -- -- PERMANENT EASEMENT PERMANENT IMPACT W2 TEMPORARY EASEMENT � AREA = 1867.9 SF [N\A] �100 YEAR TEMPORARY IMPACT W2 0674-14-6703.000 `� / PROPERTY ROY LEE EARP FLOODPLAIN AREA = 1737.2 SF (TOTAL) .v LINE D.B. 263, PG. 78 / MAP BOOK 4, PG. 61 WETLANDS 0674-94-1836.000 SOUTHERN ACRES LLC D.B. 3332, PG. 16 MAP #2013-176 ENGINEERING, PLLC .�`� 'p\ CAROB' •.Q�pFESS%p���'9 SEAL 9l ' 036243 ' ��•''FNGINE�-�''��, SCOT 1//111111110\ R\\,.• ENGINEERS SEAL AND SIGNATURE 0 NSR DESIGNED: NSR CHECKED- WWD 4 Oo 0_ o 1 if = 30' SHEET: C- X of X z 40 W () Z J D Q i�. X WW ~ = Z 0 Q Z Z vQ � vcza �� 2i � ao Q Z DRAWN : NSR DESIGNED: NSR CHECKED- WWD PROJECT #: XXXX STARTED: 08-11-2016 SCALE: 1 if = 30' SHEET: C- X of X