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Home My WebLink About20130578 Ver 1_401 Application_20130513Via 2 °d Day Federal Express May 28, 2013 US Army Corps of Engineers Asheville Field Office 151 Patton Avenue, Room 208 Asheville, North Carolina 28801 -5006 Attention: Mr. Steve Kichefski Re: Pre - Construction Notification Proposed Ladera Subdivision New Town Road Union County, North Carolina H &H Job No. ISA -001 Dear Mr. Kichefski: • hart hackman SMARTER ENVIRONMENTAL SOLUTIONS 20130578 On behalf of the property developer, Hart & Hickman, PC (H &H) is submitting the attached Pre - Construction- Notification (PCN) for a proposed 704ot residential development ( Ladera Subdivision) in Union County, North Carolina. The 69.9 -acre subject site abuts New Town Road and is located approximately two miles west of the intersection of New Town Road and Highway 16 (Providence Road South). Based upon a planned road crossing of a stream, H &H is applying for a Nationwide Permit 29. The developer is proposing construction of a single road crossing, which would be installed perpendicular to Perennial Stream A. During construction, stream flow would be re- directed and a 129 - linear foot, 72 -inch aluminized steel pipe culvert would be installed. The culvert will be set one foot into the stream bed for aquatic life passage. Stream A flows in a southwesterly direction and traverses the length of the property — essentially dividing the site. With no alternative access points to the southern portion of the property, the road crossing is a necessary 2923 South Tryon Street, Suite 100 3334 Hillsborough Street Charlotte, NC 28203 Raleigh, NC 27607 www.harthickman.com 704586.0007 main 919.847.4241 main S \A"- Master Pr*dAiseao Group - ISAUSA- 0019501 New Town Rd - Union County, NC\Per tM%\Naziouwide Permit Apri12013Wew Cow Later doe Mr. Steve Kichefski May 28, 2013 Page 2 and unavoidable impact. Due to the minor nature of the proposed impacts and stream impacts being less than 150 feet, no stream mitigation is proposed. A copy of the PCN submittal package has also been forwarded to the North Carolina Department of Environmental and Natural Resources' Division of Water Quality (NC DENR DWQ). H &H is seeking a 401 Water Quality Certification for waters of the State on the subject property. As part of the application process, H &H is also requesting "no practical alternatives" determinations for four proposed riparian buffer impacts. Mitigation is required for a proposed 2,788- square- foot sanitary sewer line extension in the riparian buffer. Payment in the amount of $8,029.44 will be made via a separate submittal to the Division of Water Quality's Riparian Buffer Restoration Fund [as outlined in the Goose Creek Water Quality Management Plan: Buffer Mitigation Rule (15A NCAC 02B.0609)]. This site ultimately drains to Six Mile Creek, which contains Carolina Heelsplitter habitat. In order to minimize potential downstream impacts to Heelsplitter habitat during installation of the culvert and stream crossing, the following measures have been taken: • The total stream impact was reduced from 148 to 129 linear feet. • A 100 -foot undisturbed riparian buffer will be left in place. • The 100 -foot riparian buffer will be designated as a pesticide -free zone. • Exposed soil areas will be minimized during construction of the crossing. • Disturbed stream banks shall be stabilized with matting at the end of each work day and prior to any rain event. • An impervious dike will be installed during Phase I of the Erosion Control Plan. The dike shall not permit water seepage into the construction area or contribute to stream siltation. Accumulated silt behind the dike will be hand removed or vacuumed. • Stormwater Best Management Practices (BMPs), as outlined in the Erosion Control Plan, will be installed prior to commencing construction activities. S•1AAA- Master PrqjeetsVseaw Group - iSAUSA- 0019601 New Town Rd - Union County, NCTermittingWehonwide Permit April 2013\New Cover Letter doe hart % hickman SMARTER ENVIRONMENTAL SOLUTIONS Mr. Steve Kichefski May 28, 2013 Page 3 • Baffles will be used in the culvert to reduce water energy. • The post developed discharge rate at the property boundary is less than or equal to the pre - development rate for the two- and 25 -year storm events. Should you have any questions or need any additional information, please feel free to contact us. Very truly yours, Hart & Hickman, PC 14e4 e Matt Bramblett, PE Principal , - -, �zz � z Jay Quattrocchi Environmental Scientist Attachment Cc: NC DWQ WBSCP Unit, Raleigh, NC (5 Copies of PCN and $240 Check) US Fish and Wildlife Service, Asheville, NC (1 Copy of PCN) Attn: Mr. Bryan Tompkins S WAA- Master Projects lwa Group - ISAUSA- 0019601 New Town Rd - Union County, N01'ermutingWationwide Permit April 2013Wew Cover Letter doc hart % hickman SMARTER ENVIRONMENTAL SOLUTIONS t 1 1 1 1 1 1 i 1 1 i 1 1 1 1 1 1 1 1 2923 South Tryon Street, Suite 100 Charlotte, NC 28203 704.586.0007 main Pre - Construction Notification Proposed Ladera Subdivision 9601 New Town Road Waxhaw, North Carolina H &H Job No. ISA -001 May 28, 2013 hart _"%I• hickman SMARTER ENVIRONMENTAL SOLUTIONS 3334 Hillsborough Street Raleigh, NC 27607 www.harthickman.com 919.847.4241 main 1 t 1 1 1 I L 1 1 1 1 1 of wArF9 sad O Nii� Y 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 1 a. Type(s) of approval sought from the Corps: Q Section 404 Permit ❑ Section 10 Permit 1b. Specify Nationwide Permit (NWP) number: 29 or General Permit (GP) number: 1c. Has the NWP or GP number been verified by the Corps? Q Yes ❑ No 1 d. 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 Q Riparian Buffer Authorization le. Is this notification solely for the record because written approval is not required? For the record only for DWQ 401 Certification: ❑ Yes Q No For the record only for Corps Permit: ❑ Yes Q 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. X❑ Yes ❑ No 1g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h below. ❑Yes Q No 1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ❑ Yes Q No 2. Project Information 2a. Name of project: Ladera Subdivision 2b. County: Union 2c. Nearest municipality / town: Waxhaw 2d. Subdivision name: Ladera Subdivision 2e. NCDOT only, T.I.P. or state project no: NA RR 1 3. Owner Information 3a. Name(s) on Recorded Deed: Charles and Katherine Ledoyen 3b. Deed Book and Page No. 06204017 - 9601 lk2_ 3c. Responsible Party (for LLC if applicable): NA yp =lWeengath 9601 New Town Road 3d. Street address: 3e. City, state, zip: Waxhaw, North Carolina 28173 3f. Telephone no.: 704 - 243 -4426 3g. Fax no.: NA 3h. Email address: Charlie @preferredsettlementsusa.com Page 1 of 10 PCN Form — Version 1.4 January 2009 1 t 1 1 1 1 I 4. Applicant Information (if different from owner) 4a. Applicant is: ❑ Agent Q Other, specify: Developer 4b. Name: John Loberg 4c. Business name (if applicable): Standard Pacific of the Carolinas, LLC 4d. Street address: 1125 Carmel Road, Suite 301 4e. City, state, zip: Charlotte, NC 28226 4f. Telephone no.: 704 - 361 -5039 4g. Fax no.: 4h. Email address: S. AgentlConsultant Information (if applicable) 5a. Name: Jay Quattrocchi (See Appendix A for Agent Authorization) 5b. Business name (if applicable): Hart & Hickman, PC 5c. Street address: 2923 South Tryon Street, Suite 100 5d. City, state, zip: Charlotte, North Carolina 28203 5e. Telephone no.: 704 - 586 -0007 5f. Fax no.: 704 - 586 -0373 Fig. Email address: jquattrocchi @harthickman.com Page 2 of 10 1 1 1 1 1 1 III 1 LJI 1 B. Project Information and Prior Project History 1. Property Identification 1a. Property identification no. (tax PIN or parcel ID): 106204017 - 9601 1b. Site coordinates (in decimal degrees): Latitude: 34.987823 Longitude: - 80.807446 1c. Property size: 69.9 acres 2. Surface Waters 2a. Name of nearest body of water to proposed project: Cowhorn Branch (See Figure 1) 2b. Water Quality Classification of nearest receiving water: C 2c. River basin: Catawba 3. Project Description 3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application: The property is currently used for residential purposes. There is a 5,102- square-foot, single - family residence on the subject site, which primarily consists of undeveloped land. In terms of wetland and stream features, there are three ponds on property. Two of the ponds were determined to be non - jurisdictional during the Corps site visit. A perennial stream crosses the southern portion of the property. 3b. List the total estimated acreage of all existing wetlands on the property: 0 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 1,364 3d. Explain the purpose of the proposed project: The purpose of the project is to construct a multi -phase residential development. 3e. Describe the overall project in detail, including the type of equipment to be used: The site will be completely graded except for the state - mandated buffers area abutting Stream A. Heavy equipment will 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? ❑X 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): Matt Ingalls; Hart & Hickman, PC Agency /Consultant Company: Corps of Engineers Other: 4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. The Corps of Engineers issued a preliminary jurisdictional determination on March 18, 2013. H &H met with Michael Burkhard (DWQ) on November 19 and December 11, 2012. Mr. Burkhard determined Ponds C. F, and G were not subject to the Six Mile Creek buffer requirements. 5. Project History 5a. Have permits or certifications been requested or obtained for this project (including all prior phases) in the past? ❑Yes ❑X No ❑ Unknown 5b. If yes, explain in detail according to "help file" instructions. 6. Future Project Plans 6a. Is this a phased project? ❑X Yes ❑ No 6b. If yes, explain. This project will be divided into two phases - Phase 1(45 lots) is tentatively scheduled to commence sometime in July 2013. The final phase, which will consist of 25 lots, is tentatively scheduled to being in April 2015. However, all of the stream impacts will be carried out in Phase I. Page 3 of 10 PCN Form - Version 1.4 January 2009 1 1 J 1 1 1 1 1 1 1 1 1 1 1 C. Proposed Impacts Inventory 1. Impacts Summary 1a. Which sections were completed below for your project (check all that apply): ❑ Wetlands Q Streams — tributaries Q 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 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: 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 P Culvert A PER Corps 8.5 129 S2 - Choose one S3 - Choose one S4 - Choose one S5 - Choose one S6 - Choose one 3h. Total stream and tributary impacts 129 3i. Comments: A temporary stream crossing will be used for equipment early In the project at the same location as the proposed permanent stream crossing. Due to the rocky stream base, no rip rap is needed in the stream for the temporary crossing. Page 4 of 10 PCN Form — Version 1.4 January 2009 1 1 1 1 1 1 1 1 L, 1 1 1 1 1 4. Open Water Impacts If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of the U.S. then individually list all open water impacts below. 4a. Open water impact number Permanent (P) or Temporary 4b. Name of waterbody (if applicable) 4c. Type of impact 4d. Waterbody type 4e. Area of impact (acres) 01 Choose one Choose 02 - Choose one Choose 03 - Choose one Choose 04 - Choose one Choose 4f. Total open water impacts 4g. Comments: 5. Pond or Lake Construction If pond or lake construction Droposed, 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: 51. Expected pond surface area (acres): 5j. Size of pond watershed (acres): 5k. Method of construction: S. 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 ❑X Catawba ❑ Randleman []Other: 6b. Buffer Impact number — Permanent (P) or Temporary 6c. Reason for impact 6d. Stream name 6e. Buffer mitigation required? 6f. Zone 1 impact (square feet ) 6g. Zone 2 impact (square feet B1 P Installation of sewer line A (Unnamed Tributary to Cowhom Branch) Yes 2,788 B2 P Installation of 42" RCP A (Unnamed Tributary to Cowhom Branch) No 3,964 B3 P Install rip rap swale A (Unnamed Tributary to Cowhom Branch) No 2,570 B4 P Construct road crossing A (Unnamed Tributary to Cowhom Branch) No 23,522 B5 - Yes/No B6 - Yes/No 6h. Total Buffer Impacts: 32,844 6i. Comments: Page 5 of 10 1 i� 1 1 1 1 1 1 J F1 1 1 t 1 1 1 D. Impact Justification and Mitigation 1. Avoidance and Minimization 1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project. See Appendix C 1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. See Appendix C 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 ❑ Payment to in -lieu fee program ❑ Permittee Responsible Mitigation 3. Complete If Using a Mitigation Sank 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 Pro ram 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 1 1 1 1 1 Il 1 1 1 1 C 1 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 ❑ 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 Installation of 8 -inch Sewer Line 2,788 3 (2 for Catawba) 8,364 Zone 2 1.5 6f. Total buffer mitigation required: 8,364 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). Mitigation for the aforementioned impacts to the riparian buffer of Stream A will be paid to the Division of Water Quality's Riparian Buffer Restoration Fund [as outlined in the Goose Creek Water Quality Management Plan: Buffer Mitigation Rule (15A NCAC 02B.0609)]. Since the proposed development is in the Six Mile Creek Watershed, the mitigation requirements were calculated using the Goose 6h. Comments: Creek Water Quality Management Plan: Buffer Mitigation Rule (15A NCAC 02B.0609). The total square footage was multiplied by three (3) and then multiplied by .96 cents. The total mitigation payment required is $8,029.44 Page 7 of 10 1 1 1 1 1 1 1 1 1 1 Ll I 1 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 ❑x Yes ❑ No within one of the NC Riparian Buffer Protection Rules? 1 b. If yes, then is a diffuse flow plan included? If no, explain why. Q Yes ❑ No 2. Stormwater Management Plan 2a. What is the overall percent imperviousness of this project? 20.8% 2b. Does this proj ect require a Stormwater Management Plan? 0 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: The project site is located in the unincorporated area of Union County, N.C. and is an approximately 69.9 -acre parcel along New Town Road. The proposed project consists of seventy (70) approximately 2/3 acre lots with private roadways designed in accordance with NCDOT requirements. The project area drains to the Six Mile Creek Drainage Basin and is subject to the site specific Water Quality Management requirements prescribed by the N.C. Division of Water Quality (NCDWQ) as outlined in the regulations for the Goose Creek Watershed. Additional stormwater management peak control measures have been provided for this project as required by Union County for up to the 25 -year storm event and the proposed Total Built Upon Area is approximately 20.8 percent. DWQ stormwater plans are being submitted under separate cover. 2e. Who will be responsible for the review of the Stormwater Management Plan? NCDENR DWQ (Raleigh) 3. Certified Local Government Stormwater Review 3a. In which local government's jurisdiction is this project? Unincorporated Area of union County ❑x Phase II 3b. Which of the following locally- implemented stormwater management programs ❑ NSW apply (check all that apply): ❑ USMP ❑ Water Supply Watershed ❑ Other: 3c. Has the approved Stormwater Management Plan with proof of approval been ❑ 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): X❑Session Law 2006 -246 X❑Other: Goose Creek Watershed Reg 4b. Has the approved Stormwater Management Plan with proof of approval been ❑ Yes Q No attached? 5. DWQ 401 Unit Stormwater Review 5a. Does the Stormwater Management Plan meet the appropriate requirements? Q Yes ❑ No 5b. Have all of the 401 Unit submittal requirements been met? ❑ Yes X❑ No Page 8 of 10 PCN Form — Version 1.4 January 2009 1 1 1 1 1� 1 1 1 1 1 LLI 1 F. Supplementary Information I. Environmental Documentation (DWQ Requirement) la. Does the project involve an expenditure of public (federallstate/local) funds or the ❑ Yes Q No use of public (federal/state) land? lb. If you answered "yes" to the above, does the project require preparation of an environmental document pursuant to the requirements of the National or State ❑Yes ❑ No (North Carolina) Environmental Policy Act (NEPA/SEPA)? 1c. If you answered "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.) ❑ Yes ❑ No 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? ❑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 ❑ 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. 4. Sewage Disposal (DWQ Requirement) 4a. Clearly detail the ultimate treatment methods and disposition (non - discharge or discharge) of wastewater generated from the proposed project, or available capacity of the subject facility. Wastewater will be piped to an off -site wastewater treatment facility, which Is operated by the Union County Public Works Water and Sewer Department. Page 9 of 10 PCN Form — Version 1.4 January 2009 1 1 1 1 1 1 L�_ 1 1 1 1 1 I I 1 5. Endangered Species and Designated Critical Habitat (Corps Requirement) 5a. Will this project occur in or near an area with federally protected species or Yes ❑ No habitat? 5b. Have you checked with the USFWS concerning Endangered Species Act ❑X Yes ❑ No impacts? 5c. If yes, indicate the USFWS Field Office you have contacted. Asheville 5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat? Natural Heritage Program data inventory, Federal Registry and the USFWS Designated Critical Habitats, and conducted an on -site survey for listed State and Federal endangered or threatened species. With this submittal, H &H has contacted USFWS in regards to Carolina Heelsplitter habitat. S. Essential Fish Habitat (Corps Requirement) 6a. Will this project occur in or near an area designated as essential fish habitat? ❑ Yes Q No 6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat? NOAA Essential Fish Habitat Mapper (httpJAvww. habitat. noaa. gov / protection /efh /efhmapperfndex.htmi); South Atlantic Fisheries Management Council (http://ocean.floridamarine.org/safmc—auao 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? North Carolina Natural Heritage Program Online Map Viewer. [04/22/2013]. Department of Environment and Natural Resources, Office of Conservation, Planning, and Community Affairs, Raleigh, NC. Available at: www.ncnhp.org. 8. Flood Zone Designation (Corps Requirement) 8a. Will this project occur in a FEMA - designated 100 -year floodplain? ❑ Yes Q No 8b. If yes, explain how project meets FEMA requirements: 8c. What source(s) did you use to make the floodplain determination? H &H viewed the Flood Insurance Risk Map online at the FEMA Map Service Center ( https:// msc. fema .gov/webappAvcs/stoms/servleti FemaWelcomeView ?storeld =10001 &catalog Id =10001 &langld = -1) Jay Quattrocchi for Hart & Hickman, PC 05 -28 -2013 Applicant/Agent's Printed Name Applicant/Agent's Signature Date (Agents signature is valid only if an authorization letter from the applicant is provided.) Page 10 of 10 A F . t i r v f r = w.cJA APPROXIMATE N 0 2000 4000 mmmmmmlj SCALE IN FEET U.S.G.S. QUADRANGLE MAP CATAWBA NE, NC 1993 QUADRANGLE 7.5 MINUTE SERIES (TOPOGRAPHIC) apt ��1 5 r, TITLE SITE LOCATION MAP PROJECT 9601 NEWTOWN ROAD WAXHAW, NORTH CAROLINA hart � h i c k m a n 2923 South Tryon Street -Suite 100 . Charlotte, North Carolina 28203 704 - 586-0007 (p) 704 -586 -0373 (� SMARTER ENVIRONMENTAL SOLUTIONS DATE: 04 -19 -13 REVISION NO: 0 JOB NO: ISA -001 FIGURE: 1 I L�� 1 1 1 1 Ll I I 1 Appendix A Agent Authorization 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 AGENT CERTIFICATION OF AUTHORIZATION / 5?7Lr1t>4 rxj> PA-16c- representing 6 4(W CA90L-(NAst W-C- , applicant and potential developer of the proposed 69.94 -acre New Town Road Subdivision property located at 9601 New Town Road in Union County, North Carolina, certify that I have authorized Hart & Hickman, PC to act on the applicant's behalf and take all actions necessary to the processing, issuance, and acceptance of the wetlands jurisdictional determination and permits for this project. Date ,o, :5/. "z._- � W-A 10 -16 -12 Date 1 1 1 1 1 LI 1 1 1 1 1 1 1 1 Appendix B Wetlands Boundary Survey 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 �61RfSDICTIONAL MTAL4 4 .cnAID IIR2A4 MLL = PM %- 096 ACM 12LLA= MW T. 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' tAx we IOOprI. xsn,W - Awn CNDIIAIW n OOO rwAII 7a [INY �iD i R aam.�amx seta O AI7l ORa m t16 a m mTPL TAT A Pat9aN v M wlrvn s10aN a T6 rA► IOMTeD r A SKLLY ILOOD IIAiAW AIaA A2 �61RfSDICTIONAL MTAL4 4 .cnAID IIR2A4 MLL = PM %- 096 ACM 12LLA= MW T. MM ACM ISLLAND Pro V' aM AMM I.M LXw IRT DMORAL ITAAD2 Vz 0.172 ACIn FM 6mmm 1G/LLS T, W U[6 !Qt mTAM MI* UN ACM CL Allot t14A1eAGTOO 2.10 {rW R plw rv► 2 914N rl YV! i1tDM[D Bli 9t 16OrAL ddWRT � I�tJS'A �'� I 4w TW w ooman \ rrAmmT Aa3T IQQIA a1sRA ALLa41M , \` 1aa4A iTmw -mm� al�n \ ,p12» �..� mom wo INSET 'A; - SHEET 2 - -- - - - -- i Jurisdictional and subject to Six Mile Creek Buffer ,NA R,N Requirements Im Ta Im Ds Iv ]IA ' PNr 140 Im m l �r 1 I 1 1 1 M At01t MIAR I N a I 1 t7W�rp OA6 I I Put OI►N ai-a2 , 1 ILLY . fTLLERIt OOrOI . PrA DWP9Tm a1 tIC9AN6 FL.Q M mAL MA: ►ar -wn Dtra WK Mn Wm POLY -gu m CRMMC WALK a 1e19]OAt Ilp 4 2V 14° 29° M. IaIOIQIT Aat , alal _ mo Im Tar LLLLRr2t ,aa 4tu YAat ELL Ns um wf 196 Wmt2 TAT Tat O d ,l6 IOIaNaRY � JII�ICtIOM r� C1V 91,[ Ot WN D M Y v M n M mv QON Nv L4p k Cf 1rd 4,G IMtO T66 6 A 01rIQ r M tAOR W 91e MIrISIW Rl2LLATr6 IIR O2IDRDUM O SKIM ao2 .A4aDIC9r1 WY a Wa IlON M A IRaOO Nm m fsrW tat VMS rtar T6 4,t. T6 o[ResA" art lulx 9II ®e M AMIIOApAT2 MnO s2ROO1i W M My RPW9 or OIDOImO aR1AID9 WMA,Ir1 NATAL 200"I Rt rnr DA P5 � oo+�T lam PAP 2 i 1 I 22nrr lnt to Six Mile Creek teouirements ,fflso 1 1 1 c+o1a191 arm 2PAr i 1 � 1 i 1 1 olated and not abject to Six Mile reek Buffer INSET SHEET 2 &A= NW 'W T ae Ir1DNrrm Pw aNbil AmrD TAa Petmw 4.888 ACJBiS I ^N 1 1 ' ` I % 1 ' INSET 'a' SHEET 2 ! I � I L— ------------ -- ----- -- ----- -- - -� - ',t I WpV I `_ -_ -__ 1 % 1 I ' - Non- Jurisdictional ;.; and not subject to the Six Mile Creek - - -- fir- -- �t - -� Buffer g� CU WARequirements �•aalq tm W R Ir•aAa p �10109N _ M12rARR tvsW �� r iwR mi'N 3 P�"liy mr'Pe n.za 2l6At mrAl � Ne -- 1 Iv6 I w 1 w I mia 1 Ivm 1 Iva 1 mrA 1 WtT I I 1 I 1 1 1 T 1 1 1 1 1 1 I 1 I I 1 I 1 1 f 1 �M /fir I I T 4 k SFA LAW pg a q{P+ « LINE TABLE ON SKEET 2 om �I1 1 11 11 1; WZTLUWS BURM NEW TOWN ROAD PROJECT mCrl COWTK NW7N CARrt1A NIFYARm FM sTANDA50 Mom /IDYLS v 1N[ r I 1 it 1111 ago SKM 1 OF 2 527 -8335 i� i i 1 1 1 1 rI 1 1 1 1 1 1 1 1 1 Appendix C Avoidance and Minimization 1 1 1 1 1 1 1 1 1 Appendix C Avoidance and Minimization Proposed Residential Development 9601 New Town Road H &H Job No. ISA -001 Avoidance The intent of the project is to construct a 70 -unit residential development on a 69.9 -acre site, which is located along New Town Road and approximately two miles west of the intersection of New Town Road and Highway 16 (Providence Road South) in Waxhaw, Union County, North Carolina. The subject site is located in a growing residential area in Waxhaw, which is south of the City of Charlotte. H &H screened the subject property for Federal Threatened and Endangered Species, but none were observed or noted. In addition, Hart and Hickman (H &H) was unable to identify historic or prehistoric cultural resources on or near the subject property. The developer for this project, Standard Pacific of the Carolinas LLC, considered and evaluated other sites in the area, but the alternatives lacked access to public utilities, which was the prevailing factor in selecting the New Town Road property. Stream Crossing The developer is proposing construction of a single road crossing, which would run perpendicular to Perennial Stream A. During construction, stream flow would be re- directed and a 129 - linear foot, 72 -inch aluminized steel pipe culvert would be installed. Stream A flows in a southwesterly direction and traverses the length of the property — essentially dividing the site. With no alternative access points to the southern portion of the property, the road crossing is a necessary and unavoidable impact. Minimization Proposed drainage patterns for the suggested on -site Best Management Practices (BMPs) maintain existing drainage patterns to the extent that the balanced flow of stormwater through the proposed BMPs are consistent with existing flows. Detailed descriptions and minimization procedures for each BMP are located on Figure C5.5 (Appendix E). 1 1 1 1 1 1 1 1 1 F U LIi U 1 1 1 Proposed Riparian Buffer Impact #1: Public Sewer Line Extension This impact is required to allow the Ladera development access to the public sanitary sewer system owned and maintained by the Union County Public Works Department. This sewer connection point was mandated by Union County Public Works at the time of development of the adjacent property, and an easement has been recorded at the Union County Register of Deeds to accommodate the Ladera Development at the location of buffer impact. The proposed sewer design was aimed at connecting to the existing sanitary sewer line and extending a proposed sewer line through the buffer at as close to a 90 -degree angle as possible and minimizing the overall disturbance to the buffer. Proposed BMP # 1 A (Wet Pond) and BMP # 1 B (Engineered Filter Strip & Level Spreader) Since the existing slopes in the stream buffer adjacent to BMP #1 exceed 5 percent, BMP #lA (Wet Pond) has been designed to treat 90 percent TSS and is being constructed in series with an Engineered Filter Strip and Level Spreader as required to meet the minimum 30 percent total nitrogen (TN) and 30 percent total phosphorus (TP) targets treatment requirements as prescribed by NC DWQ. A proposed riparian buffer impact (Buffer Impact #2) is being proposed as needed to convey the stormwater overflow from BMP #I A (Wet Pond) through the riparian buffer and avoid soil erosion, sedimentation loads and stream erosion. The overflow design is consistent with the DWQ BMP Manual for buffered streams. The hydraulic conductivity of the existing soils at the location of BMP # 1 A and # 1 B are 7.26E -08 cm/s and do not support infiltration type BMPs. Additionally, the Seasonable High Water Table (SHWT) has been established as 628.9 at BMP #lA and the permanent water surface elevation of the wet pond has been established as 629.0 in accordance with NCD WQ requirements. BMP # 1 A and # 1 B meet or exceed the following requirements: • The control and treatment of the difference in the stormwater runoff from the pre- development and post - development conditions for the one -year, 24 -hour storm. • Removal of a 90- percent average annual amount of Total Suspended Solids (90 percent TSS removal), 30 percent TN (min) and 30 percent TP (min) removals by utilizing BMP # l A and # 1 B in a "treatment train." • Draw down the treatment volume no faster than 48 hours, but no slower than 120 hours. 1 1 1 1 1 L C 1 1 • Discharge the storage volume at a rate equal or less than the pre - development discharge rate for the one -year, 24 -hour storm • Meet design of Stormwater Management Measures set forth in 15A NCAC 02H.1008. • The post developed discharge rate at the property boundary is less than or equal to the pre - development rate for the two- and 25 -year storm events. Proposed BMP #2 (Sand Filter) Because the existing slopes in the stream buffer adjacent to BMP #2 exceed 5 percent, BMP #2 (Sand Filter) has been designed per the NC DENR requirements to meet 85 percent TSS removal, 35 percent TN and 45 percent TP removal targets. A proposed riparian buffer impact (Buffer Impact #3) is being proposed as needed to convey the storm water discharge from BMP #2 (Sand Filter) through the riparian buffer and avoid soil erosion, sedimentation loads and stream erosion. The design is consistent with the DWQ BMP Manual for buffered streams. The hydraulic conductivity of the existing soils at the location of BMP #2 are 8.23E -08 cm/s and do not support infiltration measures. BMP #2 meets or exceeds the following requirements: • The control and treatment of the difference in the stormwater runoff from the pre- development and post - development conditions for the one -year, 24 -hour storm. • Removal of an 85 percent average annual amount of Total Suspended Solids (85 percent TSS removal), 35 percent TN and 45 percent TP (min) removals in accordance with NC DWQ guidelines for a Sand Filter. • Draw down the treatment volume within 40 hours. • Discharge the storage volume at a rate equal or less than the pre - development discharge rate for the one -year, 24 -hour storm • Meet design of Stormwater Management Measures set forth in 15A NCAC 02H.1008. • The post developed discharge rate at the property boundary is less than or equal to the pre - development rate for the two- and 25 -year storm events. Proposed BMP #3 (Sand Filter) BMP #3 (Sand Filter) has been designed per the NC DENR requirements to meet 85 percent TSS removal, 35 percent TN and 45 percent TP removal targets. The hydraulic conductivity of the 1 1 1 1 1 1 1 1 1 1 existing soils at the location of BMP #3 are 2.21E-07 cm/s and do not support infiltration type BMPs. Additionally, the SHWT was established as required to establish the minimum vertical separations as outlined by the NC DENR and DWQ requirements. BMP #3 meets or exceeds the following requirements: • The control and treatment of the difference in the stormwater runoff from the pre - development and post - development conditions for the one -year, 24 -hour storm. • Removal of an 85 percent average annual amount of Total Suspended Solids (85 percent TSS removal), 35 percent TN and 45 percent TP (min) removals in accordance with NC DWQ guidelines for a Sand Filter. • Draw down the treatment volume within 40 hours. • Discharge the storage volume at a rate equal or less than the pre - development discharge rate for the one -year, 24 -hour storm. • Meet design of Stormwater Management Measures set forth in 15A NCAC 02H .1008. • The post developed discharge rate at the property boundary is less than or equal to the pre - development rate for the two- and 25 -year storm events. Riparian Buffer Impact #4 and Stream Impact• Proj2osed Roadway Crossing: This impact is needed to gain access to the rear half of the property and there is no alternative route to access this portion of the tract without crossing the existing perennial stream. The design was aimed at minimizing the extent of grading and disturbance in the Buffer and the stream. Stream impacts have been reduced from the originally planned 149 linear feet to 129 linear feet. r� u 11 1 1 it 1 1 Appendix D Preliminary Jurisdictional Determination and NC DWQ Buffer Determination Letter 1 1 1 1 1 1 1 1 1 1 NCDENR North Carolina Department of Environment and Natural Resources Division of Water Quality Pat McCrory Charles Wakild, P. E. John E. Skvada, III Governor Director Secretary April 1, 2013 Standard Pacific Homes Attn: Mr. Bob Bennett ' 6701 Carmel Rd Suite 425 Charlotte, NC 28226 Project: 70 acres located at 9601 New Town Road Waxhaw, NC Dear Mr. Bennett; Mr. Matt Ingles with Hart & Hickman had requested that this office provide clarification regarding buffer requirements for the ponds located on the subject property, in Waxhaw NC. On November 19, 2012, Mr. Michael Burkhard from this office met with Mr. Steve Kichefski with the U.S. Army Corps of Engineers and Mr. Matt Ingle to make jurisdictional determinations on all the water features located on subject property. The findings of this site visit are as follows: Stream A: Is a perennial stream and is considered Waters of the State and will be subject to the 100 - foot Six Mile Creek buffer requirements. Northern Ponds C and F: These two water features have been deemed "Isolated" and will not be subject to the Six Mile Creek buffer requirements. Central Pond G: This man-made pond has been deemed "Jurisdictional' and waters of the State. Because this pond does not have a direct connect to Stream A and is not located in a natural valley way, Pond G will not be subject to the Six Mile Creek buffer rules. Should you have any questions regarding this determination, please call Mr. Michael Burkhard or myself at 704.663.1699. ' Regards Michael Parker Regional Supervisor, Surface Water Protection Mooresville Regional Office CC: Matt Ingles, Hart & Hickman 2923 South Tryon St. Charlotte NC 28203 Steve Kichefski U.S. Army Corps of Engineers 1617 Mail Service Center, Raleigh, North Carolina 27699 -1617 Location. 512 N. Salisbury St Raleigh, North Carolina 27604 Phone: 919-807.63001 FAX: 919407 -6492 Internet: www.nrwatemuarfir.om 1�TOne An Equal opportaniq 1 AnfmraM Acilon Employer 110 Carolin a t iTA(A Y s U.S. ARMY CORPS OF ENGINEERS WILMINGTON DISTRICT PrIt JD Action I.D.: SAW - 2013 -00426 County: Union U.S.G.S. Quad: Catawba NE tNOTIFICATION OF JURISDICTIONAL DETERMINATION Property Owner /Agent: Standard Pacific Homes / Attn: Bob Bennett Address: 6701 Carmel Road #425 Charlotte, NC 28226 Telephone No.: 704- 759 -6000 Property description: 1 Size (acres): —70 acres Nearest Town: Waxhaw Nearest Waterway: Cowhorn Branch River Basin: Lower Catawba Watershed, Santee Basin Coordinates: 35.98752 / - 80.807048 Hydrologic Unit Code: 03050103 Location Description: The site is located at 9601 New Town Road in Waxhaw, Union County, North Carolina. Indicate Which of the Following Analy: A. Preliminary Determination X Based on preliminary information, there may be waters on the above described property. We strongly suggest you have this property inspected to determine the extent of Department of the Army (DA) jurisdiction. To be considered final, a jurisdictional determination must be verified by the Corps. This preliminary determination is not an appealable action under the Regulatory Program Administrative Appeal Process ( Reference 33 CFR Part 331). ). If you wish, you may request an approved JD (which may be appealed), by contacting the Corps district for further instruction. Also, you may provide new information for finther consideration by the Corps to reevaluate the JD. B. Approved Determination _ There are Navigable Waters of the United States within the above described property Y subJ ect to the permit re q uirements of Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act Unless there is a change in the law or our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification. There are waters on the above described property subject to the permit requirements of Section 404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the law or our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification. _ We strongly suggest you have the waters on your property delineated. Due to the size of your property and/or our ' present workload, the Corps may not be able to accomplish this wetland delineation in a timely manner. For a more timely delineation, you may wish to obtain a consultant To be considered final, any delineation must be verified by the Corps. 1 r 1 I 1 The waters on your property have been delineated and the delineation has been verified by the Corps. We strongly suggest you have this delineation surveyed. Upon completion, this survey should be reviewed and verified by the Corps. Once verified, this survey will provide an accurate depiction of all areas subject to CWA jurisdiction on your property which, provided there is no change in the law or our published regulations, may be relied upon for a period not to exceed five years. _ The waters have been delineated and surveyed and are accurately depicted on the plat signed by the Corps Regulatory Official identified below on . Unless there is a change in the law or our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification. There are no waters of the U.S., to include wetlands, present on the above described property which are subject to the permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification. 1 Action Id.: SAW- 2013 -00426 Placement of dredged or fill material within waters of the US and/or wetlands without a Department of the Army permit may constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). If you have any questions regarding this determination and/or the Corps regulatory program, please contact Steve Kichefski at 828 -271 -7980. ' C. Basis For Determination There are stream channels located on the property that exhibit indicators of ordinary high water marks. The stream channel on the property is an unnamed tributary to" Cowhorn Branch which flows into the Lower Catawba Watershed; Santee Basin River. UT to Cowhorn Creek flows to the Atlantic Ocean via Cowhom Creek, Tarkill Creek, Sixmile Creek, Twelvemile Creek, the Catawba River and the Santee - Cooper River. The Catawba River is a Section 10 navigable water at the Mt. Island Lake Dam. D. Remarks: Preliminary JD based on features reviewed during a site visit conducted December 11, 2012 and referenced on the revised Wetland Survey Plats (Sheet 1 and 2) received via email ' on March 4, 2013 prepared by The Isaacs Group. E. Attention USDA Program Participants This delineation/determination has been conducted to identify the limits of Corps' Clean Water Act jurisdiction for the particular site identified in this request. The delineation/determination may not be valid for the wetland conservation provisions of the Food Security Act of 1985. If you or your tenant are USDA Program participants, or anticipate participation in USDA programs, you should request a certified wetland determination from the local office ofthe Natural Resources Conservation Service, prior to starting work. F. Appeals Information (This information applies only to approved jurisdictional determinations as indicated in B. above) Attached to this verification is an approved jurisdictional determination. if you are not in agreement with that approved jurisdictional determination, you can make an administrative appeal under 33 CFR 331. Enclosed you will find a request for appeal (RFA) form. If you request to appeal this determination you must submit a completed RFA form to the following address: US Army Corps of Engineers South Atlantic Division Attn: Jason Steele, Review Officer 60 Forsyth Street SW, Room I OM15 Atlanta, Georgia 30303 -8801 1 1 In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for appeal under 33 CFR part 331.5, and that it has been received by the Division Office within 60 days of the date of the NAP. Should you decide to submit an RFA form, it must be received at the above address by May 2, 2013. * *It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this correspondence. ** Corps Regulatory Official: Steve Kichefski Issue Date: March 18, 2013 Expiration Date: n/a The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to do so, please complete the Customer Satisfaction Survey located at our website at htt):// ep r2.nwp.usace.army.mi /gurvey.html to complete the survey online. CF: Matt Ingalls, Hart & Hickman, PC, 2923 South Tryon Street, Suite 100, Charlotte, NC 28203 �1 Michael Burkhard, DWQ, 610 East Center Avenue, Suite 301, Mooresville, NC 28115 2 1 1 1 1 I 1 1 1 1 1 Applicant: Standard Pacific Homes / Attn: Bob Bennett File Number: SAW -2013- 00426 Date: March 18, 2013 Attached is: See Section below INITIAL PROFFERED PERMIT Standard Permit or Letter of permission) A PROFFERED PERMIT Standard Permit or Letter of permission) B PERMIT DENIAL C APPROVED JURISDICTIONAL DETERMINATION D X PRELIMINARY JURISDICTIONAL DETERMINATION E A: INITIAL PROFFERED PERMIT: You may accept or object to the permit. • ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit. OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request that the permit be modified accordingly. You must complete Section II of this form and return the form to the district engineer. Your objections must be received by the district engineer within 60 days of the date of this notice, or you will forfeit your right to appeal the permit in the future. Upon receipt ofyour letter, the district engineer will evaluate your objections and may: (a) modify the permit to address all of your concerns, (b) modify the permit to address some of your objections, or (c) not modify the permit having determined that the permit should be issued as previously written. After evaluating your objections, the district engineer will send you a proffered permit for your reconsideration, as indicated in Section B below. B: PROFFERED PERMIT: You may accept or appeal the permit • ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit. i APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein, you may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section 11 of this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the date of this notice. C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by completing Section 11 of this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the date of this notice. D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or provide new information. • ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the date of this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD. • APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers Administrative Appeal Process by completing Section If of this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the date of this notice. 3 t 1 1 1 1 1 1 E: PRELIlVIINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps regarding the preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved JD (which may be appealed), by contacting the Corps district for further instruction. Also you may provide new information for further consideration by the Corps to reevaluate the JD. REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to an initial proffered permit in clear concise statements. You may attach additional information to this form to clarify where your reasons or objections are addressed in the administrative record ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps memorandum for the record of the appeal conference or meeting, and any supplemental information that the review officer has determined is needed to clarify the administrative record. Neither the appellant nor the Corps may add new information or analyses to the record. However, you may provide additional information to clarify the location of information that is already in the administrative record. If you have questions regarding this decision and/or the appeal If you only have questions regarding the appeal process you may process you may contact: also contact: Steve Kichefski, Project Manager Mr. Jason Steele, Administrative Appeal Review Officer USACE, Asheville Regulatory Field Office CESAD -PDO 151 Patton Ave U.S. Army Corps of Engineers, South Atlantic Division RM 208 60 Forsyth Street, Room 1OM15 Asheville, NC 28806 Atlanta, Georgia 30303 -8801 828 - 271 -7980 Phone: (404) 562 -5137 RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15 day notice of any site investigation, and will have the opportunity to participate in all site investigations. Date: Telephone number: Signature of appellant or agent. IFor appeals on Initial Proffered Permits send this form to: District Engineer, Wilmington Regulatory Division, Attn: Steve Kchefski, 69 Darlington Avenue, Wilmington, ' North Carolina 28403 For Permit denials, Proffered Permits and approved Jurisdictional Determinations send this form to: ' Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Attn: Mr. Jason Steele, Administrative Appeal Officer, CESAD -PDO, 60 Forsyth Street, Room 1OM15, Atlanta, Georgia 30303 -8801 Phone: (404) 562 -5137 1 1 1 1 1 1 1 1 1 1 1 1 Appendix E Additional Information 1 J 1 i 1 1 t H 1 F-1 awrtwMam LADERA SUBDIVISION AMA MAP PHASE 1 (45 LOTS) ; PHASE 2 (25 LOTS) MAP pum UNION COUNTY, NORTH CAROLINA W.m Mw l•CNr1m 1'lN1 - - - - -- C5.10 -a11 ow PLM NO DETAILS - -- - - -- a 14 smEA(I/ENRFER W= Iw aOl-aw STORM DRADVRt FI ES(ACE AMA MAP C o. -CL49 � minas .�' ' ,u�,�".. -a NOYQxp m.s 7aur ur 3 ripiOt�� aw°• ; ItAI P0.1I14.0 ' ` .% 1 `%% wrm srt. 1 rnm,mm.a AN)Lau6p OC 111211'pl ��- A0511@am Id Rol Imn WOWAX IC 30173 anm to -sa-wn �sawo rift O me menDa% uc IOBDIO Q obr a 300.: y e Amg6m 06-31 -6030 name etsn 5-G 70/. plMeatlC Ir 1873• ,57- in-5me nue fo1- 751.•aw `. 1116 67/iI eMIP. 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Itma1 -� e°III ""Y' �° i rmim•�atel"iww E + (mss in I01m �iml��x soli v e. me _ 1� ai°oma tem. m 70 .0 w+e.R M P00 �sn� SN BAR el< 2OF OW— 1mm peel i On�1i • � m ,• r JV $Ha' IY, w m•:°.a.�m•QAw1• <.v �• r rw.n °°° `°° ° m� FINAL DRAWING S.°.mm w w n i/a v '®x� MIT MUM FOR 0016 NCIION It LEGM GOWtlCM Q all Ip 2W 0� +mpl.+m767 % OOOOI 07M fR12L Lis Ci. 233 II3R2 um LADERA SUBDIVISION umm OBM. ROOM can= r' \ Imo I I w7°'I.vo / I / ISAACCS � Ro aK BOYLLYAm4 6016 170 G111IO.OI1f. 11_C_a..21w ... -... %4 -O �.I � �wim el�i,.;. - - _ �- - - - - �- - - -� Mai. 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Itma1 -� e°III ""Y' �° i rmim•�atel"iww E + (mss in I01m �iml��x soli v e. me _ 1� ai°oma tem. m 70 .0 w+e.R M P00 �sn� SN BAR el< 2OF OW— 1mm peel i On�1i • � m ,• r JV $Ha' IY, w m•:°.a.�m•QAw1• <.v �• r rw.n °°° `°° ° m� FINAL DRAWING S.°.mm w w n i/a v '®x� MIT MUM FOR 0016 NCIION It LEGM GOWtlCM Q all Ip 2W 0� +mpl.+m767 % OOOOI 07M fR12L Lis Ci. 233 II3R2 um LADERA SUBDIVISION umm OBM. ROOM can= o SITE EXHIBIT nl ISAACCS � Ro aK BOYLLYAm4 6016 170 G111IO.OI1f. 11_C_a..21w ... -... %4 -O �.I -ORO 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Irlmvaim iuu wa,uml tm Ml POSt-OnSaM OPAIM AFM C01 RM IV amp,. so= tsar FrApom 111r r !W= 1184 re A at7 MMr 7ArjM LM AT SM RAft ILM ma-am Oum or 70 PrArom Lam WOW" 7.r Iv 7 �—k - WA - 7 11 - % i V m* .1a -k L ♦ FEW • .10 Am 'b HEB 00 • r %♦ .1 1 11 gill I I line oboftp a m cap pi I ft"mm— mv-04 ft�odoc" -- - OV92 Two .0. OW Z 1"by vwwbm 4.1.% 4 ft— "NA dr' 0. .f t- I AmM2350mboddood—Ma dft ��.d�dftdf— ftpodftO*�WdP� .............. rYwbMbWramYawMb pdb�ft ��dft "a" TUC SWALOW mcomin FLO*) ftft..'m MV. TC VA%M OM" CMCDMMIM FLOW) baR V—Aww PROP. ammuR M-ftl RrwrtlwodrryRrl —dV ftm /wft larmalmAmw M40ft- Mr. awsm 094M .fieftal M�bw&Nwam.wft WAPNC scm 0. 9 09 190 psi N�1p1et� da -mm-mm* Mr. Band YD/a1 lCoL M-4 I M. two lan ME pw. 100 rr = mg crm StRum vjrrtpt glimm - =—=wd dftidpdb. LADERA SUBDIVISION b�waftfttwdft L-du-**�ftpwd-,r M-ft-lead[ ApG APPJM omm" , Nomm Comm b A& ApC APFLM IR 24_ CA cwm (amp Q -ft-K, mm(mrc) WATER QUALUIRTY/PCC P PLAN �d.w =0".w v " z== a-ft ftftmd. rp, as wmA ."Mbaft $j .30 lumamw b je�..*_�br.ftdFw. Ills &- a. m rasrwa ft .. M�x wd "ftbmwjccm."x �"===40ftr di fylp at-M.. w%ftpft'o*." clill - - -ft Z: - — AG FINAL DRAW C5.5 �ftuhmcm-tm NOT RELEASED DRAWING =4 BRIM! 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L -.{ '."•• - `'��a'� ./ -- 4aw D n i ♦ pEp grmT \ ocowto OII�}XAA) \ ' '.,T. , •• .,:_ .r %� . + •:' t_,�- 't,*TKtc�. -� � ��cS`` -- - -_ _ _�' Q sw scot 620 t \ M 810 534 PC 11910.10. 067'M \ \ � J _ .rte ' % i�!•� y OW■ 9m a EACH (ONK OOAQ 900 - b ILL lOrIW 610501 a TIO sem o9 09AC CONCRETE F (DO S1i Ad R i FOREBAY SPILLWAY DETAIL SECTION B-8 Nm m — BMP #Ilk ENGINEERED FILTER STRIP & LEVEL SPREADER SECTION A-A' 1m TO EO1E 1 ` `♦ \ s- s �• '' _ _ t �, � , \. � 0+00 i ` ` ♦ ?t t �`�. ,` " , i \ 1 , BMP BHA OU7LF? PIPE PROFILE % <t t ♦` • • 1 ; I �� ` I ` `\ \�� ImRlZONTAL SCALE 4o TTET PER Baps FINAL DRAWING ' t\ ; 1 ^` r r H91 i , s ... A .. .`, t ♦ EX57■m OWUND AT CL ------ - - - - -- NOT RELEASED rOR CONSTRUCTION `` it _ .r I' f A• -_�- NYORAIRLC CRAW LINE m CRAMC SrAE ,� '"� LADERAA SU�BDIVVIISINON m coo BMP DESIGN /SPECIFICATION III s � _ • �ISAACS � BMP 61A (WET POND) AND BMP JIB (ENGINEERED FILTER STRIP/LEVEL SPREADER (SEE S(T. C&8 FOR BMP /IA SECTION C-C) °20 uuOX a9c =29" Sm CrJ.s mA10 Pa1Q r,aAE 077 -j01O rAi aa-9AB POWAST CONCRETE ISSm a am 1003 MAE. oil � T ,p -- ( (Wm 9°A � :-9r PARALLEL we IVrO 'T" 1 Lo BEN amBrm o r ' 11EV MI5 , ,w C CAM _— oft m m1 P �M P60 a I�sml'•"% / • r rtAa Xe».anm�T.. --- _ _ _ - - _ _ �9rm a t IT ME BEACH AT aaL.6f7.79 — RISER FLOW DIVERSION PLAN HEW A O91 A I R TALL E a O1Z 091 A TW EIV+NS7B� wOL7 rsE i ° a ulE W °av / / . mmoj i .tIOL- 7DI l9r W A:_ n �aS AS B B0.01N0/ J r T cam mD 11PLU I a CUr Pacco OOIOCR .IIf Ef r pQ: °CgRR Iw °radEAagi3 - 'i_U - - rAlm■alo Aug= rAS■r O i NO�CM<•1 r am 1� 9� E� @o°eAi. r�ta W�6tOBa - °- ��vr p u sBQ _. .. --- Imtaasc -Sas WS BO.1! TBi/BOCd ION fIFr00 E1000ILY EPrLW IOW1�9D' -- STOMOO am Imm .._ __...._ pl. •�iwa. mC90l AUM0 n tO■aOlOO B11BBW B09r EMERGENCY SPILLWAY X- SECTON VICK Lis _- ' ---'-- -- "s Va. AL-631.0 ---- Flow 1001 SM= o F1p ■2M1,d0 ______ _____ __ ____ _. OW 10 VAII a ONOICC OPOOe - -- -SNCtE 16010D SO SO6 . enA. Sm CLAW ' pmoq om m m rD9L TffnAo_8r•- - - '- - �namrVc on r®uAm r1 : n tmE Sao Ar atN- AA' EfAS069 BOm OIIIIE7 1X111 A 1 IT lA1L TEN OW A 1W 75 BLS O IiC! Im p C90f ORI(- $ ArAOSS tIQ SUM W 9■ f1� O LEVEL i r (LATE VALVE So ae9■ . a ld Ne9'M uts X49 amii rvi SWAM '� uma s • - /I rac : Bw a Ir ne r HA01 AS HcOm O� pUP or cw_ a m L — — — — — J jt•' J' - - ------' q/1LO[ me 410m) OdNE am tIEW (Nam SIDE, pS WIC -. malt 'P AIA(W`T PONEI d91L�T emIIC7lIRE !� et\ �s BoALL aw • la on ORIFICE AND WEIR DETAIL cum w � .7" . ` , Y•} a \I ; 5191 it�L a• ,.' ?LPr r 1- _ -_ - - -i '' F __r"W`CCIO6IE'`liElaA■"71 to \. L -.{ '."•• - `'��a'� ./ -- 4aw D n i ♦ pEp grmT \ ocowto OII�}XAA) \ ' '.,T. , •• .,:_ .r %� . + •:' t_,�- 't,*TKtc�. -� � ��cS`` -- - -_ _ _�' Q sw scot 620 t \ M 810 534 PC 11910.10. 067'M \ \ � J _ .rte ' % i�!•� y OW■ 9m a EACH (ONK OOAQ 900 - b ILL lOrIW 610501 a TIO sem o9 09AC CONCRETE F (DO S1i Ad R i FOREBAY SPILLWAY DETAIL SECTION B-8 Nm m — BMP #Ilk ENGINEERED FILTER STRIP & LEVEL SPREADER SECTION A-A' 1m TO EO1E 1 ` `♦ \ s- s �• '' _ _ t �, � , \. � 0+00 i ` ` ♦ ?t t �`�. ,` " , i \ 1 , BMP BHA OU7LF? PIPE PROFILE % <t t ♦` • • 1 ; I �� ` I ` `\ \�� ImRlZONTAL SCALE 4o TTET PER Baps FINAL DRAWING ' t\ ; 1 ^` r r H91 i , s ... A .. .`, t ♦ EX57■m OWUND AT CL ------ - - - - -- NOT RELEASED rOR CONSTRUCTION `` it _ .r I' f A• -_�- NYORAIRLC CRAW LINE m CRAMC SrAE ,� '"� LADERAA SU�BDIVVIISINON m coo BMP DESIGN /SPECIFICATION III s � _ • �ISAACS � BMP 61A (WET POND) AND BMP JIB (ENGINEERED FILTER STRIP/LEVEL SPREADER (SEE S(T. 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A .. .`, t ♦ EX57■m OWUND AT CL ------ - - - - -- NOT RELEASED rOR CONSTRUCTION `` it _ .r I' f A• -_�- NYORAIRLC CRAW LINE m CRAMC SrAE ,� '"� LADERAA SU�BDIVVIISINON m coo BMP DESIGN /SPECIFICATION III s � _ • �ISAACS � BMP 61A (WET POND) AND BMP JIB (ENGINEERED FILTER STRIP/LEVEL SPREADER (SEE S(T. C&8 FOR BMP /IA SECTION C-C) °20 uuOX a9c =29" Sm CrJ.s mA10 Pa1Q r,aAE 077 -j01O rAi aa-9AB OW■ 9m a EACH (ONK OOAQ 900 - b ILL lOrIW 610501 a TIO sem o9 09AC CONCRETE F (DO S1i Ad R i FOREBAY SPILLWAY DETAIL SECTION B-8 Nm m — BMP #Ilk ENGINEERED FILTER STRIP & LEVEL SPREADER SECTION A-A' 1m TO EO1E 1 ` `♦ \ s- s �• '' _ _ t �, � , \. � 0+00 i ` ` ♦ ?t t �`�. ,` " , i \ 1 , BMP BHA OU7LF? PIPE PROFILE % <t t ♦` • • 1 ; I �� ` I ` `\ \�� ImRlZONTAL SCALE 4o TTET PER Baps FINAL DRAWING ' t\ ; 1 ^` r r H91 i , s ... A .. .`, t ♦ EX57■m OWUND AT CL ------ - - - - -- NOT RELEASED rOR CONSTRUCTION `` it _ .r I' f A• -_�- NYORAIRLC CRAW LINE m CRAMC SrAE ,� '"� LADERAA SU�BDIVVIISINON m coo BMP DESIGN /SPECIFICATION III s � _ • �ISAACS � BMP 61A (WET POND) AND BMP JIB (ENGINEERED FILTER STRIP/LEVEL SPREADER (SEE S(T. C&8 FOR BMP /IA SECTION C-C) °20 uuOX a9c =29" Sm CrJ.s mA10 Pa1Q r,aAE 077 -j01O rAi aa-9AB FOREBAY SPILLWAY DETAIL SECTION B-8 Nm m — BMP #Ilk ENGINEERED FILTER STRIP & LEVEL SPREADER SECTION A-A' 1m TO EO1E 1 ` `♦ \ s- s �• '' _ _ t �, � , \. � 0+00 i ` ` ♦ ?t t �`�. ,` " , i \ 1 , BMP BHA OU7LF? PIPE PROFILE % <t t ♦` • • 1 ; I �� ` I ` `\ \�� ImRlZONTAL SCALE 4o TTET PER Baps FINAL DRAWING ' t\ ; 1 ^` r r H91 i , s ... A .. .`, t ♦ EX57■m OWUND AT CL ------ - - - - -- NOT RELEASED rOR CONSTRUCTION `` it _ .r I' f A• -_�- NYORAIRLC CRAW LINE m CRAMC SrAE ,� '"� LADERAA SU�BDIVVIISINON m coo BMP DESIGN /SPECIFICATION III s � _ • �ISAACS � BMP 61A (WET POND) AND BMP JIB (ENGINEERED FILTER STRIP/LEVEL SPREADER (SEE S(T. C&8 FOR BMP /IA SECTION C-C) °20 uuOX a9c =29" Sm CrJ.s mA10 Pa1Q r,aAE 077 -j01O rAi aa-9AB 1 1 1 1 1 1 1 1 1 1 1 1 1 11m9EEN, Pllw. • I , 1 � I t ♦ f � 1 , / ! 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OM CLO NU r wlaan 11501 �o1mol alL a.0u) -- 0.000 -- - - - - -- - •°tom- "w"rMrt�as•- rs r R� xtt�wo-nmAac ccrw onama> (N.E,S R W SIDE) A_ OR= A OAO wN r OweL.A4wP� � Imo°°1'g* - ° -m-wBL t eua vONOM AL 4-920 -trvwt04.11nr 1r w1' N -4.n _MOIL VCDM-24MM .4007 NO" = WAff -------- _._. -- ---------------- art -ean r Ir e6 (s sr" r r t �m s1' s�iOaW Ir 2nn_ -- (NORTH SIDE) OUTLET STRUCTURE 411159 S1' SPLUM N wR NA3 - ILIaeoMar 60D i/ sP6t,6v,mwata olmmll-c �_n+ ORACO.F SPRUM tOCM -If EMERGENCY SPILLWAY X- SECTION AMPO OUTLET SUMMARY � t 1 _ ♦ ! I / / t P DOmu SAa ,6N ar l4 IAN[ • !'81Q1 an OLLILUJ a ` . - .oDU= ran Na..4.00 i ALIP #4 - - r maOm1A61 a1..6asao ?t Y t l 1 1 I i q_ o,msT vst •• comm ANIHIOdSOM Dora >a Wu'- (N.E.S NY-6A1 N 5.00Mp m TIN r7M IIAP 1 e-r aelnlanAM r ,awt NO = IN ALL hONf - 1'.402 _ 6 VLP s S/tt= ' sill C6• aMN &__m r 7frV fMlm OF 5 V I t s 1 1 1 t BMP44 SAND FILTER wan r-w Oa a[U. OM CLO NU r wlaan 11501 �o1mol alL a.0u) -- 0.000 -- - - - - -- - •°tom- "w"rMrt�as•- rs r R� xtt�wo-nmAac ccrw onama> (N.E,S R W SIDE) A_ OR= A OAO wN r OweL.A4wP� � Imo°°1'g* - ° -m-wBL t eua vONOM AL 4-920 -trvwt04.11nr 1r w1' N -4.n _MOIL VCDM-24MM .4007 NO" = WAff -------- _._. -- ---------------- art -ean r Ir e6 (s sr" r r t �m s1' s�iOaW Ir 2nn_ -- (NORTH SIDE) OUTLET STRUCTURE 411159 S1' SPLUM N wR NA3 - ILIaeoMar 60D i/ sP6t,6v,mwata olmmll-c �_n+ ORACO.F SPRUM tOCM -If EMERGENCY SPILLWAY X- SECTION AMPO OUTLET SUMMARY � t 1 _ ♦ ! I / / t P DOmu SAa ,6N ar l4 IAN[ • !'81Q1 an OLLILUJ a ` . - .oDU= ran Na..4.00 i (NORTH SIDE) OUTLET STRUCTURE com Sw 4uaN N aw /F! !� IIf.1 JL1 _J,y19RMf* m I�0LY.616W I DoIW= SNJW LOICIIMw EMERGENCY SPILLWAY X- SECTION AMP,% OUTLET SUMMARY l ®e - -- omrwo We —_ -- PROPOM &V - -rte OMSOM0.11W1 wK vvevvv on=SrwN OMNea PM -_ -..- aroma RIIAA06 ...... . CmaN magm —N -- amm WWIMOIN6S -�— Dos=rD6. a a MV SIwN NUXAM PVS a w a NwV. CAU" "m IL AO►. Now no m —Mll— NW. e0Rt0uM cm OOIMSIR pOLT -� PAOP CPAs WU OAP2 a LU M mm— m v. 1'P ar cm wot am SNJD I'Va emp NOTM - - r maOm1A61 a1..6asao ?t Y ME son Not 1alaa N6 apY14 DMAa 3 ML — —:T INR A Iwa1W 71' /00r Ao c SDm1r CO3Nlec ND Moa 0/,1' AOfIIS PLID SMAU wx 101 ta' I TO A oaamm NwtD SIA6MOm wank wx Lab OWN : N n n 6Mw[ m o,msT vst R W SIDE) comm ANIHIOdSOM Dora >a Wu'- (N.E.S NY-6A1 N 5.00Mp m TIN r7M IIAP 1 w SUA L CUDN GM N M WWAMN SM= AM R a[ PRWOO) x500 1011. e-r aelnlanAM r ,awt NO = IN ALL hONf - 1'.402 _ 6 VLP s S/tt= ' C6• aMN 3 N..60A iIBJOP4 :f%_ �t9i.61H�!926a - s/s.n WAND WwAt1[ .... .... uLV.6//.m n .....4 -1 ..._.... ....... 611" r tr 0L Co slvs) r ,� ,•• ^ t l vMtrASr �1�IMm1 CDT sr 9AU PM (NORTH SIDE) OUTLET STRUCTURE com Sw 4uaN N aw /F! !� IIf.1 JL1 _J,y19RMf* m I�0LY.616W I DoIW= SNJW LOICIIMw EMERGENCY SPILLWAY X- SECTION AMP,% OUTLET SUMMARY l ®e - -- omrwo We —_ -- PROPOM &V - -rte OMSOM0.11W1 wK vvevvv on=SrwN OMNea PM -_ -..- aroma RIIAA06 ...... . 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Gwac r 12 tNNA tor[ Y0A Ir saw® RtNle rnt 1616 OqK OI 1$ wa6 CbD -NOK ML N Ate -1001 RQ 100MMD0 � owe A � Au aawiDC Aim m A eRD nor rra+tr Na m a[ 7Nee ®+aa W ONa1140N1 a aw6 s tm m AsrDatmaQO Wool 611 A O C D [ i O N 1 J R l p moor te' W V msao tt»m s• eaaas aom mtm exsao moo as p Wrle t0' N v ewaa eorm s' seas etam elaao et:m Otam u /a satin ad' as Is aat.ee euaD : ettm aasm aaeo saaaD aa.as a CATION FOR DAM CONSTRUCTION IUIUO t� tE o-lam a 116 �J �CF eAS01 A B C D C e 1— 1- 62L95 titua rAeeD eP°°0�D.tmtrr°mi IeowRrN saom a ants a e etaaD m aASa s Ie+G rac : Lr tR7y aaea�+raltmnr _ _ AtrJlmAa�C6 u mzae eAS01 A B C D C e 1— 1- 62L95 titua rAeeD eP°°0�D.tmtrr°mi IeowRrN 8MP (SAND FI w t v� twit nnmAr we 10'%IrRlr ttE roar q► w E rL m r Wd[ m Af[ ae tN Jo D or r mo LTER) FOREBAY BERM DETAIL flD ■7N CAC mz ��p9°� mm NNa mnmwa tla tAtDd °mc�im nc onoo°� lam uL nc avam�i 66 ffi o�0 0 s oa sleueoam mac NmuutaN a >K mr°raa+°R6o � ma Rm ammAN seml Am nmt Ira. �• �. oonN em uw ar arvm aa. tmoc (At6 -aarl A110I ra tea et0elat aln a11m nta NmIA SAND FILLER MEDIA SECTON ILL Mt 10P nla le>!A Ieia7 at waacclm NDt A a®ra Wall V wRIUANc slam saml n+m rAeln: DwaANC 1um rAme) „�.,,s.,� : y* •, ^k„� aAa em tra�mNto�- aNa amCN smml wpm mar wa v eAa. • • ,• � �(AtD1 o-aa mcr s etNlK mamtr 1eNt m®A� +�butm Na mE nw1 + rWf v siwcs a taa :::.•ti %' ".'4. ;' s mrm .w0 a a olNComm so" a nml rAmw Nasr aC a6lwm.vta D¢ I. , a�.,, AtnCU AUK[ ttN; a a ®m n a ramta 'i '+ � ^' -. •••,� � a Dlac ntm tutow Am uNNIaeAN a+ieml oar u t®uao s mDVn a a roo ��!�•- '•tr.yY�'w� ntw rAtre s mu INEf Nor Itttaat nvAtta ntE ;,�f�:; y; = O weaAaz nml rAtNq � a� en Ae wur wv¢m1 a�car m na: ama aml /6nuoAmA as tt! allta uTa moan ooaemtutnl a tNC mDDCN or uw am rtaDA m rAOI OD MNim 01Ae a me Heim D°mmma masmm u�EAmearr�iaA NASaw ®vr+ama�6r IeOram ea Da CaImNM AMC CI wArnlltm r nt: 10; (AAVIW r a+l rpiaATO11 a Nam MA NAeIAL eOtL DMU CL-=-- fiAO1i Al YAL f0 66% W W W 0/ MO NAD+L a1f01 W Q 1rJe0® AID MOi CNDACIm GEOTECHNICAL SPECIFI COHSfRUCIION d 7 � FINAL DRAWING NOT Dn resarn FOR saom a ants a e etaaD m mrm a atato m mom m mzae a e eM.70 O Oaa90 a aasm a aaaa s salsa w t v� twit nnmAr we 10'%IrRlr ttE roar q► w E rL m r Wd[ m Af[ ae tN Jo D or r mo LTER) FOREBAY BERM DETAIL flD ■7N CAC mz ��p9°� mm NNa mnmwa tla tAtDd °mc�im nc onoo°� lam uL nc avam�i 66 ffi o�0 0 s oa sleueoam mac NmuutaN a >K mr°raa+°R6o � ma Rm ammAN seml Am nmt Ira. �• �. oonN em uw ar arvm aa. tmoc (At6 -aarl A110I ra tea et0elat aln a11m nta NmIA SAND FILLER MEDIA SECTON ILL Mt 10P nla le>!A Ieia7 at waacclm NDt A a®ra Wall V wRIUANc slam saml n+m rAeln: DwaANC 1um rAme) „�.,,s.,� : y* •, ^k„� aAa em tra�mNto�- aNa amCN smml wpm mar wa v eAa. • • ,• � �(AtD1 o-aa mcr s etNlK mamtr 1eNt m®A� +�butm Na mE nw1 + rWf v siwcs a taa :::.•ti %' ".'4. ;' s mrm .w0 a a olNComm so" a nml rAmw Nasr aC a6lwm.vta D¢ I. , a�.,, AtnCU AUK[ ttN; a a ®m n a ramta 'i '+ � ^' -. •••,� � a Dlac ntm tutow Am uNNIaeAN a+ieml oar u t®uao s mDVn a a roo ��!�•- '•tr.yY�'w� ntw rAtre s mu INEf Nor Itttaat nvAtta ntE ;,�f�:; y; = O weaAaz nml rAtNq � a� en Ae wur wv¢m1 a�car m na: ama aml /6nuoAmA as tt! allta uTa moan ooaemtutnl a tNC mDDCN or uw am rtaDA m rAOI OD MNim 01Ae a me Heim D°mmma masmm u�EAmearr�iaA NASaw ®vr+ama�6r IeOram ea Da CaImNM AMC CI wArnlltm r nt: 10; (AAVIW r a+l rpiaATO11 a Nam MA NAeIAL eOtL DMU CL-=-- fiAO1i Al YAL f0 66% W W W 0/ MO NAD+L a1f01 W Q 1rJe0® AID MOi CNDACIm GEOTECHNICAL SPECIFI COHSfRUCIION d 7 � FINAL DRAWING NOT Dn resarn FOR COHSfRUCIION d 7 � FINAL DRAWING NOT Dn resarn FOR 1 1 1 1 1 1 1 1 1 1 1 1 i 1 1 1 1 R \ { 1 i L \ f .I L•% f' i t ' e I �NMN. VI ONAE7 E1MR NAY 'AA C:T DIAL 06 8 . L MV. IJLT q -MO7 -B . B en CMNAYE -A PLANTING PLAN: BMP UA (WET PONDI TCNO r for AM- PLANIM 20M ZOC L 03" PLANT 200 SM R OT 99MM MIM AREA i0E U 9WI0'M M= ( f BOAM PNJE T • 00 MUM MA PIAIITS a AT LEAK N OUM MW COMM O)M MOR TO S R ON �'�.�: CDM L9OAf1R LA R a CD M RFNYImno Mg L ,NLOM LAND ( POM to IDV. LO STORAGE AM PR00m - 2771 im RANT R101m - 03 ! TM LP PMP JOt t 19MAM PUNT QUANOOM PM 10 91 R OF MALLOW WARM AKA • W IWACDOIM PLANTS O/ AT IORT 1 G94RBT1 OONTAL'®a r_•_• �_•.•L LMOMm1m FILTER SOUP • �g� Q A AWN WN90071 ((OPYNMi iD 0 R OIL m1ID11YORM i R dii•.+.+1 • IfA4�1 O A�� mLTM'm1 AND W 04LT UC M010A01WS RANY O AT ARG PIMIMM - Un V PIMR NLOAi®. 5 HUNL OmLOWA PLANTS (ON = A FILM 0E AM 9104 OR Ml m iREOP AO LAW ARAB LJE NMBACEM RANG 9 E TABLE 9-1 STORMIBATER BERAND PLANT RECm91ENDAIMNS DEER POOL BOTMBOAL mat CDMMOL NAME 6�1�Bt� AA~ � OR U MOWA �R MOLmPP00 -12r APANNA IOWA JRL AMM YELLOW POLO -ILr 810TLL.�7TS O[ODYA.Of' aWOM4Q6Ap WYARMR1I900M9L ROM CNAMO MM CANAOAN WAIER� ATCIM A OMIM Lama WA1MRm SHALLOW WATER BOTANICAL MAK COYM01 NAVE APONC JfO0701AN SNF[OLAO Z= 9A000fA/ WARM PIANTA01 AS MAOM01aYa1Nt16 EI[ RAO N0 lbowkTA a" A IMR P/TO 0►.97fOL6 MWF am PAMOOEE RLON MAMI EJ MR0Na1 AAROR AM Jw DUCK POTATO S40FZM MACFMM BOLLTOWAE MACUUM 49RNM6 LRARn UL JOWMVOgLi'aAi )Y00Nf001ZMP LOFT sm 00AM91 ,NtQ -OWRA 9AR1191 JODWCJFEBRW JUNNOW .tOdl CLUFF SHALLOW LAW wTAMeAL MAK m010M MALI PLANTS 1 AMMOPAt AC MANAW BVMO IM{N® SCD aNOow CARM o"m DtM ONL3:0400M00 O6La OMMP AOE PTE LEO) ATAMWOIKIRMO /071L�Q JOE R[NT1n QIMIGCAGCJMTOMAO[ARa 9'ORm 7AYIVEirtm Palma C OMM 9:108 ROEMAKOB ANSIMMUZA7 ANCA i1 � tatty GtNMLQ CARONAL ROM K R/A QaNMM LOIOLA/ LOBON TM Aciam fiARO CRUT MM[ LOBOMI AW)NONW Op ORO14" B7AE MOtiCv Slow"MAP 84~ RIAMIW PMAROUW 90MM Amur AIDO00A1 RED Olm®O0r AONGfAMAAC OC MOW COMMON BMTI POM CLORL000 P71CM ANmOLaM lm NOON JAatN&f4 tCtOLLT WAT �'o9mrtavr rJOgRORT N ICL4MOA9UfTI 'Cl. qa0 AMA AQUIM maw aVW U&MA/ Pons E�911[m0N 4LL "Cl OEYMCEAr NE ATRRI P064ROM9 C l 6»A A AM O-son Flo /f'(i Np1 �P n /9D'jtl // FINAL DRAWING NOT RELEASED FOR CONSTRUCEION CRAPEC SCALE i4 4 '4 iP °9 1001 -arm 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 P- tY MwctaPP.iac e XW aetmaM6 or D[ PVC 9W'[ 6 WtsSM 06M0 ALL WAOUM V as f )ODQ>dm mumnm a Ewa AS P mmm w wane omw.cOa Nl Nt6 otaa stoat a► s6W6E m 6< ro,at�7m m APetO® e6am rma two om atAAPtmr a rm 6tat. ,ateMao�o-A a auu ryaroia cawcwa I w >PUem aw Alit wa nm t � • .aat � � aru ,� ,o6u ALL s aAP aArm Aaoua as we INSET -A- — STREAM /BUFFER IMPACTS CRAM t 50" e4 4 ; z t ,smt -aono I "mm mwa a tmmr amrc No mok-f t�ntn i° 04ar Off BAFFLE DETAIL INTERNAL Nt[ 9APBA U fID[ or IL INTERNAL BAFFLE DETAIL CULVERT FDR 72 ALUMINIZED STEEL CMP 64( 63 62 W" Mesa a/A Paw.tyr PROP. sMY OPMIAa<PVa ,r ""t: atsda lop a am ........ Pit W. RPANM aura { .Q— yam. odM V• sw r yaa Ti Paw. War Paa smt— Pow. matat6 -- A -- aos aoaM6 ° NW. SUffM DrAOr +wxwMa0ttt- tam. ROM WPACI Pam too R 0 A6L Com suffm MIX I "mm mwa a tmmr amrc No mok-f t�ntn i° 04ar Off BAFFLE DETAIL INTERNAL Nt[ 9APBA U fID[ or IL INTERNAL BAFFLE DETAIL CULVERT FDR 72 ALUMINIZED STEEL CMP 64( 63 62 W" >Awr ,r ,Y tr a, m m I "mm mwa a tmmr amrc No mok-f t�ntn i° 04ar Off BAFFLE DETAIL INTERNAL Nt[ 9APBA U fID[ or IL INTERNAL BAFFLE DETAIL CULVERT FDR 72 ALUMINIZED STEEL CMP 64( 63 62 W" 6LL am» wow to =as CL CRM O}QO i+uu i enCRe DR GUL�AERT GROSSING X— cFCT10N C —C' aRAFM SCALr t t>vt - a tar SN a PIL FINAL DRAWING Sao.-lm am o i? NOT ROZA= FOR CONORtICTM OF sic /� � IJ►DE SUBDIVISION I i i { .Q— yam. odM V• sw r yaa I 6LL am» wow to =as CL CRM O}QO i+uu i enCRe DR GUL�AERT GROSSING X— cFCT10N C —C' aRAFM SCALr t t>vt - a tar SN a PIL FINAL DRAWING Sao.-lm am o i? 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DWM" Mot MpOC� A10Om1N! mrvsla BASIw91l Bw9t m\L OC n sNaN a AwasPm aA1n piap60pfm =Dp rrAAan NAr Bc Of APR M LAUL awm aaEera a 1NP0®1 . Nuam. •'�` a aN\n I 1ANIR a mm DOm1N1 W ,if a o.PPn��roUU��1 r-- "99 OSIA011= BAM CH ANT COt IW UORR[ 90 6A� CAIL AM NMORII. 1N6 11Qa06 aORD AOE 1{4000EPgtr011L G Y MOU19 a00RaOEt OORWLLOmaNACE 11Alpt A10NO �OIRmO M CLtW1I sER9lAtlal T, naer mmsfll MMIMt 1sASmm - 10 = M amUmm ARG a W Coupwam UAMM i A M-M NE�/LL Y0.WNE4 NO OCR= WAY. 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TmaDwNr m BAP Nq 0< aALm W Brl�iwrlDSwNDal oa�vl�cdal snNVixBt�ilo�Aenm ulsr u S M p, � p p W �CIO1 OP CIRYOR BtYUrip q�500N Pa®G�6 mE Alm a,slawNN a 11um Rao\L as tNRNRw ANr ARnssasgrD sv moa mC0.VOR O4L CQm[R AW aaNalmeo tOOOi AND RCi0/[ 9N[RVA115 OOL lmY amvv raa� lmsL wo mu lmsapm area q 9. 14000 mml PW IIA140OIN[9 SCI = IC IIIORIIO 9WA Bl RACE BI OINam 80110E C7.9 Isolated Pond "c Ephemeral Feature "E" LJ I 500 m 2000 ft User Remarks: � W Isolated Pond "F" Features "D" Ephemeral Feature "B" Isolated Pond "G" Stream 'A" Perennial This map is for general reference only. The US Fish and Wildlife Service is not responsible for the accuracy or currentness of the base data shown on this map. All wetlands related data should be used in accordance with the layer metadata found on the Wetlands Mapper web site. USGS Map w/ NWI Map Layer Oct 26, 2012 Wetlands - Freshwater F- rn!!rj.t1t - Freshwater Fcra - ;'8d ' Sh-ub - Estuarine anc warine Deep„ater - Estuanntt a-w rrarrm.. Freshwater Pow: - Lake _ Riverine Other Status clgitai Scan Man- Dgita, No Data 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 USDA United States Department of Agriculture MRCS Natural Resources Conservation Service A product of the National Cooperative Soil Survey, a joint effort of the United States Department of Agriculture and other Federal agencies, State agencies including the Agricultural Experiment Stations, and local participants 0 Custom Soil Resource Report for Union County, North Carolina I 1 Union r NC April 22, 2013 1 1 1 1 1 1 1 Various land use regulations of Federal, State, and local governments may impose special restrictions on land use or land treatment. Soil surveys identify soil properties that are used in making various land use or land treatment decisions. The information is intended to help the land users identify and reduce the effects of soil limitations on various land uses. The landowner or user is responsible for identifying and complying with existing laws and regulations. Although soil survey information can be used for general farm, local, and wider area planning, onsite investigation is needed to supplementthis information in some cases. Examples include soil quality assessments (http: / /soils.usda.gov /sgin and certain conservation and engineering applications. For more detailed information, contact your local USDA Service Center ( http: / /offices.sc.egov.usda.govAocator /app? agency =nres) or your NRCS State Soil Scientist (http: / /soils.usda.gov /contact/ state offices/). Great differences in soil properties can occur within short distances. Some soils are seasonally wet or subject to flooding. Some are too unstable to be used as a foundation for buildings or roads. Clayey or wet soils are poorly suited to use as septic tank absorption fields. A high water table makes a soil poorly suited to basements or underground installations. The National Cooperative Soil Survey is a joint effort of the United States Department of Agriculture and other Federal agencies, State agencies including the Agricultural Experiment Stations, and local agencies. The Natural Resources Conservation Service (NRCS) has leadership for the Federal part of the National Cooperative Soil Survey. Information about soils is updated periodically. Updated information is available through the NRCS Soil Data Mart Web site or the NRCS Web Soil Survey. The Soil Data Mart is the data storage site for the official soil survey information. The U.S. Department of Agriculture (USDA) prohibits discrimination in all its programs and activities on the basis of race, color, national origin, age, disability, and where applicable, sex, marital status, familial status, parental status, religion, sexual orientation, genetic information, political beliefs, reprisal, or because all or a part of an individual's income is derived from any public assistance program. (Not all prohibited bases apply to all programs.) Persons with disabilities who require alternative means Preface Soil surveys contain information that affects land use planning in survey areas. They highlight soil limitations that affect various land uses and provide information about the properties of the soils in the survey areas. Soil surveys are designed for many different users, including farmers, ranchers, foresters, agronomists, urban planners, community officials, engineers, developers, builders, and home buyers. Also, ' conservationists, teachers, students, and specialists in recreation, waste disposal, and pollution control can use the surveys to help them understand, protect, or enhance the environment. 1 1 1 1 1 Various land use regulations of Federal, State, and local governments may impose special restrictions on land use or land treatment. Soil surveys identify soil properties that are used in making various land use or land treatment decisions. The information is intended to help the land users identify and reduce the effects of soil limitations on various land uses. The landowner or user is responsible for identifying and complying with existing laws and regulations. Although soil survey information can be used for general farm, local, and wider area planning, onsite investigation is needed to supplementthis information in some cases. Examples include soil quality assessments (http: / /soils.usda.gov /sgin and certain conservation and engineering applications. For more detailed information, contact your local USDA Service Center ( http: / /offices.sc.egov.usda.govAocator /app? agency =nres) or your NRCS State Soil Scientist (http: / /soils.usda.gov /contact/ state offices/). Great differences in soil properties can occur within short distances. Some soils are seasonally wet or subject to flooding. Some are too unstable to be used as a foundation for buildings or roads. Clayey or wet soils are poorly suited to use as septic tank absorption fields. A high water table makes a soil poorly suited to basements or underground installations. The National Cooperative Soil Survey is a joint effort of the United States Department of Agriculture and other Federal agencies, State agencies including the Agricultural Experiment Stations, and local agencies. The Natural Resources Conservation Service (NRCS) has leadership for the Federal part of the National Cooperative Soil Survey. Information about soils is updated periodically. Updated information is available through the NRCS Soil Data Mart Web site or the NRCS Web Soil Survey. The Soil Data Mart is the data storage site for the official soil survey information. The U.S. Department of Agriculture (USDA) prohibits discrimination in all its programs and activities on the basis of race, color, national origin, age, disability, and where applicable, sex, marital status, familial status, parental status, religion, sexual orientation, genetic information, political beliefs, reprisal, or because all or a part of an individual's income is derived from any public assistance program. (Not all prohibited bases apply to all programs.) Persons with disabilities who require alternative means J for communication of program information (Braille, large print, audiotape, etc.) should ' contact USDA's TARGET Center at (202) 720 -2600 (voice and TDD). To file a complaint of discrimination, write to USDA, Director, Office of Civil Rights, 1400 Independence Avenue, S.W., Washington, D.C. 20250 -9410 or call (800) 795 -3272 ' (voice) or (202) 720 -6382 (TDD). USDA is an equal opportunity provider and employer. 1 1 1 1 1 1 1 1 l� J J 1 1 1 1 Contents ' Preface...................................................................................... ..............................2 How Soil Surveys Are Made .................................................... ..............................5 SoilMap .................................................................................... ..............................7 SoilMap .................................................................................. ..............................8 ' Legend.................................................................................... ..............................9 Map Unit Legend ................................................................... .............................10 Map Unit Descriptions ........................................................... .............................10 Union County, North Carolina ............................................ .............................12 ' ApB— Appling sandy loam, 2 to 8 percent slopes .......... .............................12 ApC— Appling sandy loam, 8 to 15 percent sl opes ........ .............................13 CeB2- -Cecil gravelly sandy clay loam, 2 to 8 percent slopes, ' moderatelyeroded ................................................... .............................14 CoA— Colfax sandy loam, 0 to 3 percent slopes ............ .............................15 HeB— Helena fine sandy loam, 2 to 8 percent slopes .... .............................16 ' IrA— Iredell loam, 0 to 3 percent slopes ......................... .............................17 References ............................................................................... .............................19 J J 1 1 1 1 1 1 1 ' Commonly, individual soils on the landscape merge into one another as their characteristics gradually change. To construct an accurate soil map, however, soil scientists must determine the boundaries between the soils. They can observe only ' a limited number of soil profiles. Nevertheless, these observations, supplemented by an understanding of the soil- vegetation-landscape relationship, are sufficient to verify predictions of the kinds of soil in an area and to determine the boundaries. 1 1 1 1 1 Soil scientists recorded the characteristics of the soil profiles that they studied. They noted soil color, texture, size and shape of soil aggregates, kind and amount of rock fragments, distribution of plant roots, reaction, and other features that enable them to identify soils. After describing the soils in the survey area and determining their properties, the soil scientists assigned the soils to taxonomic classes (units). Taxonomic classes are concepts. Each taxonomic class has a set of soil characteristics with precisely defined limits. The classes are used as a basis for comparison to classify soils systematically. Soil taxonomy, the system of taxonomic classification used in the United States, is based mainly on the kind and character of soil properties and the arrangement of horizons within the profile. After the soil scientists classed and named the soils in the survey area, they compared the 5 How Soil Surveys Are Made ' (MLRAs). MLRAs are geographically associated land resource units that share Soil surveys are made to provide information about the soils and miscellaneous areas in a specific area. They include a description of the soils and miscellaneous areas and ' their location on the landscape and tables that show soil properties and limitations affecting various uses. Soil scientists observed the steepness, length, and shape of the slopes; the general pattern of drainage; the kinds of crops and native plants; and ' the kinds of bedrock. They observed and described many soil profiles. A soil profile is ' the sequence of natural layers, or horizons, in a soil. The profile extends from the surface down into the unconsolidated material in which the soil formed or from the surface down to bedrock. The unconsolidated material is devoid of roots and other living organisms and has not been changed by other biological activity. ' Commonly, individual soils on the landscape merge into one another as their characteristics gradually change. To construct an accurate soil map, however, soil scientists must determine the boundaries between the soils. They can observe only ' a limited number of soil profiles. Nevertheless, these observations, supplemented by an understanding of the soil- vegetation-landscape relationship, are sufficient to verify predictions of the kinds of soil in an area and to determine the boundaries. 1 1 1 1 1 Soil scientists recorded the characteristics of the soil profiles that they studied. They noted soil color, texture, size and shape of soil aggregates, kind and amount of rock fragments, distribution of plant roots, reaction, and other features that enable them to identify soils. After describing the soils in the survey area and determining their properties, the soil scientists assigned the soils to taxonomic classes (units). Taxonomic classes are concepts. Each taxonomic class has a set of soil characteristics with precisely defined limits. The classes are used as a basis for comparison to classify soils systematically. Soil taxonomy, the system of taxonomic classification used in the United States, is based mainly on the kind and character of soil properties and the arrangement of horizons within the profile. After the soil scientists classed and named the soils in the survey area, they compared the 5 Currently, soils are mapped according to the boundaries of major land resource areas ' (MLRAs). MLRAs are geographically associated land resource units that share common characteristics related to physiography, geology, climate, water resources, soils, biological resources, and land uses (USDA, 2006). Soil survey areas typically ' consist of parts of one or more MLRA. The soils and miscellaneous areas in a survey area occur in an orderly pattern that is related to the geology, landforms, relief, climate, and natural vegetation of the area. Each kind of soil and miscellaneous area is associated with a particular kind of ' landform or with a segment of the landform. By observing the soils and miscellaneous areas in the survey area and relating their position to specific segments of the landform, a soil scientist develops a concept, or model, of how they were formed. Thus, during mapping, this model enables the soil scientist to predict with a considerable degree of accuracy the kind of soil or miscellaneous area at a specific location on the landscape. ' Commonly, individual soils on the landscape merge into one another as their characteristics gradually change. To construct an accurate soil map, however, soil scientists must determine the boundaries between the soils. They can observe only ' a limited number of soil profiles. Nevertheless, these observations, supplemented by an understanding of the soil- vegetation-landscape relationship, are sufficient to verify predictions of the kinds of soil in an area and to determine the boundaries. 1 1 1 1 1 Soil scientists recorded the characteristics of the soil profiles that they studied. They noted soil color, texture, size and shape of soil aggregates, kind and amount of rock fragments, distribution of plant roots, reaction, and other features that enable them to identify soils. After describing the soils in the survey area and determining their properties, the soil scientists assigned the soils to taxonomic classes (units). Taxonomic classes are concepts. Each taxonomic class has a set of soil characteristics with precisely defined limits. The classes are used as a basis for comparison to classify soils systematically. Soil taxonomy, the system of taxonomic classification used in the United States, is based mainly on the kind and character of soil properties and the arrangement of horizons within the profile. After the soil scientists classed and named the soils in the survey area, they compared the 5 Soil scientists make many field observations in the process of producing a soil map. ' The frequency of observation is dependent upon several factors, including scale of mapping, intensity of mapping, design of map units, complexity of the landscape, and experience of the soil scientist. Observations are made to test and refine the soil- ' landscape model and predictions and to verify the classification of the soils at specific locations. Once the soil - landscape model is refined, a significantly smaller number of measurements of individual soil properties are made and recorded. These measurements may include field measurements, such as those for color, depth to ' bedrock, and texture, and laboratory measurements, such as those for content of sand, silt, clay, salt, and other components. Properties of each soil typically vary from one point to another across the landscape. Observations for map unit components are aggregated to develop ranges of ' Custom Soil Resource Report individual soils with similar soils in the same taxonomic class in other areas so that ' they could confirm data and assemble additional data based on experience and ' research. The objective of soil mapping is not to delineate pure map unit components; the objective is to separate the landscape into landforms or landform segments that have similar use and management requirements. Each map unit is defined by a unique combination of soil components and /or miscellaneous areas in predictable ' proportions. Some components may be highly contrasting to the other components of the map unit. The presence of minor components in a map unit in no way diminishes ' the usefulness or accuracy of the data. The delineation of such landforms and landform segments on the map provides sufficient information for the development of resource plans. If intensive use of small areas is planned, onsite investigation is ' needed to define and locate the soils and miscellaneous areas. Soil scientists make many field observations in the process of producing a soil map. ' The frequency of observation is dependent upon several factors, including scale of mapping, intensity of mapping, design of map units, complexity of the landscape, and experience of the soil scientist. Observations are made to test and refine the soil- ' landscape model and predictions and to verify the classification of the soils at specific locations. Once the soil - landscape model is refined, a significantly smaller number of measurements of individual soil properties are made and recorded. These measurements may include field measurements, such as those for color, depth to ' bedrock, and texture, and laboratory measurements, such as those for content of sand, silt, clay, salt, and other components. Properties of each soil typically vary from one point to another across the landscape. Predictions about soil behavior are based not only on soil properties but also on such ' variables as climate and biological activity. Soil conditions are predictable over long periods of time, but they are not predictable from year to year. For example, soil scientists can predict with a fairly high degree of accuracy that a given soil will have ' a high water table within certain depths in most years, but they cannot predict that a high water table will always be at a specific level in the soil on a specific date. After soil scientists located and identified the significant natural bodies of soil in the ' survey area, they drew the boundaries of these bodies on aerial photographs and identified each as a specific map unit. Aerial photographs show trees, buildings, fields, roads, and rivers, all of which help in locating boundaries accurately. 6 Observations for map unit components are aggregated to develop ranges of ' characteristics for the components. The aggregated values are presented. Direct measurements do not exist for every property presented for every map unit ' component. Values for some properties are estimated from combinations of other properties. While a soil survey is in progress, samples of some of the soils in the area generally are collected for laboratory analyses and for engineering tests. Soil scientists interpret the data from these analyses and tests as well as the field- observed characteristics and the soil properties to determine the expected behavior of the soils under different uses. Interpretations for all of the soils are field tested through observation of the soils in different uses and under different levels of management. Some interpretations are ' modified to fit local conditions, and some new interpretations are developed to meet local needs. Data are assembled from other sources, such as research information, production records, and field experience of specialists. For example, data on crop ' yields under defined levels of management are assembled from farm records and from field or plot experiments on the same kinds of soil. Predictions about soil behavior are based not only on soil properties but also on such ' variables as climate and biological activity. Soil conditions are predictable over long periods of time, but they are not predictable from year to year. For example, soil scientists can predict with a fairly high degree of accuracy that a given soil will have ' a high water table within certain depths in most years, but they cannot predict that a high water table will always be at a specific level in the soil on a specific date. After soil scientists located and identified the significant natural bodies of soil in the ' survey area, they drew the boundaries of these bodies on aerial photographs and identified each as a specific map unit. Aerial photographs show trees, buildings, fields, roads, and rivers, all of which help in locating boundaries accurately. 6 1 1 1 1 1 1 1 1 1 1 1 i 1 1 Soil Ma The soil map section includes the soil map for the defined area of interest, a list of soil map units on the map and extent of each map unit, and cartographic symbols displayed on the map. Also presented are various metadata about data used to produce the map, and a description of each soil map unit. 7 80° 48' 48" >- z 0 N (T O O O O OI �u o� o � a o � m �1 O � O v O (D n N O O � D N ID W W O fD y N � N 800 48'5" W A w A m O) N A ' O w A w � A OR Cn N A ' O 800 48' 48" 80'48'5" l O Cl) V cn 0. 0 w 0 CD 70 0 Custom Soil Resource Report MAP LEGEND MAP INFORMATION Area of Interest (AOI) Very stony Spot Map Scale: 1:7,070 if printed on A size (8.5" x 11") sheet. 0 Area of Interest (AOI) Wet Spot Soils The soil surveys that comprise your AOI were mapped at 1:24,000. _ _I Soil Map Units Other Special Point Features Special Line Features Warning: Soil Map may not be valid at this scale. Gully Qi Blowout Snort Steep slope Enlargement of maps beyond the scale of mapping can cause ® Borrow Pd misunderstanding of the detail of mapping and accuracy of soil line X Clay Spot .. Other placement. The maps do not show the small areas of contrasting Political Features soils that could have been shown at a more detailed scale. ♦ Closed Depression O Cities X Gravel Pit Water Features Please rely on the bar scale on each map sheet for accurate map .. Gravelly Spot Streams and Canals measurements. Landfill Transportation Source of Map: Natural Resources Conservation Service /k Lava Flow +++ Rails Web Soil Survey URL: http : //websolisurvey.nres.usda.gov Interstate Highways Coordinate System: UTM Zone 17N NAD83 4k, Marsh or swamp It Mine or Quarry -,. US Routes This product is generated from the USDA -NRCS certified data as of 0 Miscellaneous Water Major Roads the version date(s) listed below. p Perennial Water /V Local Roads Soil Survey Area: Union County, North Carolina Survey Area Data: Version 13, Sep 11, 2012 V Rock Outcrop + Saline Spot Date(s) aerial images were photographed: 6/22/2006 Sandy Spot The orthophoto or other base map on which the soil lines were �- Severely Eroded Spot compiled and digitized probably differs from the background p Sinkhole imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident. j) Slide or Slip 0 Sodic Spot &t Spoil Area Q Stony Spot 1 1 1 1 1 1 1 1 Custom Soil Resource Report Map Unit Legend Union County, North Carolina (NC179) Map Unit symbol Map Unit Name Acres In AOI Percent of A01 ApB Appling sandy loam, 2 to 8 percent slopes 49.2 18.5% ApC Appling sandy loam, 8 to 15 percent slopes 31.2 11.7° CeB2 Cecil gravelly sandy day loam, 2 to 8 percent slopes, moderately eroded 8.1 3.0°x6 CoA Colfax sandy loam, 0 to 3 percent slopes 68.1 25.6% HeB Helena fine sandy loam, 2 to 8 percent slopes 106.8 40.2% IrA Iredell loam, 0 to 3 percent slopes 2.6 1.0% Totals for Area of Interest 266.0 100.0% Map Unit Descriptions The map units delineated on the detailed soil maps in a soil survey represent the soils or miscellaneous areas in the survey area. The map unit descriptions, along with the maps, can be used to determine the composition and properties of a unit. A map unit delineation on a soil map represents an area dominated by one or more major kinds of soil or miscellaneous areas. A map unit is identified and named according to the taxonomic classification of the dominant soils. Within a taxonomic class there are precisely defined limits for the properties of the soils. On the landscape, however, the soils are natural phenomena, and they have the characteristic variability of all natural phenomena. Thus, the range of some observed properties may extend beyond the limits defined for a taxonomic class. Areas of soils of a single taxonomic class rarely, if ever, can be mapped without including areas of other taxonomic classes. Consequently, every map unit is made up of the soils or miscellaneous areas for which it is named and some minor components that belong to taxonomic classes other than those of the major soils. Most minor soils have properties similar to those of the dominant soil or soils in the map unit, and thus they do not affect use and management. These are called noncontrasting, or similar, components. They may or may not be mentioned in a particular map unit description. Other minor components, however, have properties and behavioral characteristics divergent enough to affect use or to require different management. These are called contrasting, or dissimilar, components. They generally are in small areas and could not be mapped separately because of the scale used. Some small areas of strongly contrasting soils or miscellaneous areas are identified by a special symbol on the maps. If included in the database for a given area, the contrasting minor components are identified in the map unit descriptions along with some characteristics of each. A few areas of minor components may not have been observed, and consequently they are not mentioned in the descriptions, especially where the pattern was so complex that it was impractical to make enough observations to identify all the soils and miscellaneous areas on the landscape. The presence of minor components in a map unit in no way diminishes the usefulness or accuracy of the data. The objective of mapping is not to delineate pure taxonomic 10 1 1 L' 1 1 F1 Custom Soil Resource Report classes but rather to separate the landscape into landforms or landform segments that have similar use and management requirements. The delineation of such segments on the map provides sufficient information for the development of resource plans. If intensive use of small areas is planned, however, onsite investigation is needed to define and locate the soils and miscellaneous areas. An identifying symbol precedes the map unit name in the map unit descriptions. Each description includes general facts about the unit and gives important soil properties and qualities. Soils that have profiles that are almost alike make up a soil series. Except for differences in texture of the surface layer, all the soils of a series have major horizons that are similar in composition, thickness, and arrangement. Soils of one series can differ in texture of the surface layer, slope, stoniness, salinity, degree of erosion, and other characteristics that affect their use. On the basis of such differences, a soil series is divided into soil phases. Most of the areas shown on the detailed soil maps are phases of soil series. The name of a soil phase commonly indicates a feature that affects use or management. For example, Alpha silt loam, 0 to 2 percent slopes, is a phase of the Alpha series. Some map units are made up of two or more major soils or miscellaneous areas. These map units are complexes, associations, or undifferentiated groups. A complex consists of two or more soils or miscellaneous areas in such an intricate pattern or in such small areas that they cannot be shown separately on the maps. The pattern and proportion of the soils or miscellaneous areas are somewhat similar in all areas. Alpha -Beta complex, 0 to 6 percent slopes, is an example. ' An association is made up of two or more geographically associated soils or miscellaneous areas that are shown as one unit on the maps. Because of present or anticipated uses of the map units in the survey area, it was not considered practical ' or necessary to map the soils or miscellaneous areas separately. The pattern and relative proportion of the soils or miscellaneous areas are somewhat similar. Alpha - Beta association, 0 to 2 percent slopes, is an example. An undifferentiated group is made up of two or more soils or miscellaneous areas that could be mapped individually but are mapped as one unit because similar interpretations can be made for use and management. The pattern and proportion of the soils or miscellaneous areas in a mapped area are not uniform. An area can be made up of only one of the major soils or miscellaneous areas, or it can be made up of all of them. Alpha and Beta soils, 0 to 2 percent slopes, is an example. Some surveys include miscellaneous areas. Such areas have little or no soil material ' and support little or no vegetation. Rock outcrop is an example. L� 1 1 11 LJ ' Custom Soil Resource Report Union County, North Carolina A B—A lin sand to p pp g y am, 2 to 8 percent slopes Map Unit Setting Landscape: Uplands Elevation: 200 to 1,400 feet ' Mean annual precipitation: 37 to 60 inches Mean annual air temperature: 59 to 66 degrees F Frost -free period. 200 to 240 days Map Unit Composition Appling and similar soils: 90 percent Minor components: 7 percent ' Description of Appling Setting Landform: Interfluves Landform position (two-dimensional): Summit Landform position (three- dimensional): Interfluve Down -slope shape: Convex ' Across -slope shape: Convex Parent material: Saprolite derived from granite and gneiss and /or schist ' Typical profile 0 to 6 inches: Sandy loam 6 to 9 inches: Sandy loam ' 9 to 12 inches: Sandy clay loam 12 to 48 inches: Clay 48 to 53 inches: Sandy clay loam 53 to 80 inches: Sandy clay loam ' Minor Components Vance Percent of map unit: 5 percent Landform: Interfluves Landform position (two - dimensional): Summit ' Landform position (three- dimensional): Interfluve ' 12 Properties and qualities ' Slope: 2 to 8 percent Depth to restrictive feature: More than 80 inches Drainage class: Well drained Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high (0.57 to 1.98 in /hr) Depth to water table: More than 80 inches Frequency of flooding: None ' Frequency of ponding: None Available water capacity.- Moderate (about 8.9 inches) Interpretive groups ' Farmland classification: All areas are prime farmland Land capability (nonirrigated): 2e Hydrologic Soil Group: B ' Typical profile 0 to 6 inches: Sandy loam 6 to 9 inches: Sandy loam ' 9 to 12 inches: Sandy clay loam 12 to 48 inches: Clay 48 to 53 inches: Sandy clay loam 53 to 80 inches: Sandy clay loam ' Minor Components Vance Percent of map unit: 5 percent Landform: Interfluves Landform position (two - dimensional): Summit ' Landform position (three- dimensional): Interfluve ' 12 1 ' Custom Soil Resource Report Down -slope shape: Convex ' Across -slope shape: Convex Helena ' Percent of map unit. 2 percent Landform: Ridges Landform position (two - dimensional): Summit, footslope Down -slope shape: Concave ' Across -slope shape: Concave J ' ApC— Appling sandy loam, 8 to 15 percent slopes Map Unit Setting Landscape: Uplands Elevation: 200 to 1,400 feet Mean annual precipitation: 37 to 60 inches Mean annual air temperature: 59 to 66 degrees F ' Frost -free period. 200 to 240 days Map Unit Composition Appling and similar soils: 85 percent Description of Appling Setting ' Landform: Hillslopes on ridges Landform position (two-dimensional): Backslope Landform position (three- dimensional): Side slope ' Down -slope shape: Linear Across -slope shape: Convex Parent material: Saprolite derived from granite and gneiss and /or schist Properties and qualities Slope: 8 to 15 percent Depth to restrictive feature: More than 80 inches Drainage class: Well drained ' Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high (0.57 to 1.98 in/hr) Depth to water table: More than 80 inches Frequency of flooding: None ' Frequency of ponding. None Available water capacity.- Moderate (about 8.9 inches) Interpretive groups ' Farmland classification: Farmland of statewide importance Land capability (nonirrigated): 3e Hydrologic Soil Group: B ' Typical profile 0 to 6 inches: Sandy loam 6 to 9 inches: Sandy loam 13 J 1 Custom Soil Resource Report 9 to 12 inches: Sandy clay loam 12 to 48 inches: Clay 48 to 53 inches: Sandy clay loam 53 to 80 inches: Sandy clay loam ' CeB2 —Cecil gravelly sandy clay loam, 2 to 8 percent slopes, moderately eroded rMap Unit Setting Landscape: Uplands Elevation: 200 to 1,400 feet ' Mean annual precipitation: 37 to 60 inches Mean annual air temperature: 59 to 66 degrees F Frost -free period. 200 to 240 days I 1 Typical profile 0 to 6 inches: Gravelly sandy clay loam 6 to 40 inches: Clay 40 to 55 inches: Clay loam 55 to 80 inches: Sandy loam 14 Map Unit Composition Cecil, moderately eroded, and similar soils: 85 percent Description of Cecil, Moderately Eroded Setting Landform: Interfluves Landform position (two - dimensional): Summit Landform position (three- dimensional): Interfluve Down -slope shape: Convex Across -slope shape: Convex Parent material. Saprolite derived from granite and gneiss and /or schist Properties and qualities Slope: 2 to 8 percent Depth to restrictive feature: More than 80 inches Drainage class: Well drained Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high (0.57 to 1.98 in /hr) Depth to water table: More than 80 inches Frequency of flooding. None Frequency of ponding. None ' Available water capacity. Moderate (about 8.2 inches) Interpretive groups Farmland classification: All areas are prime farmland Land capability (nonirrigated): 2e Hydrologic Soil Group: B I 1 Typical profile 0 to 6 inches: Gravelly sandy clay loam 6 to 40 inches: Clay 40 to 55 inches: Clay loam 55 to 80 inches: Sandy loam 14 �hI u 1 t 1 1 1 Custom Soil Resource Report CoA— Colfax sandy loam, 0 to 3 percent slopes Map Unit Setting Landscape: Uplands, valleys Elevation: 200 to 1,400 feet Mean annual precipitation: 37 to 60 inches Mean annual air temperature: 59 to 66 degrees F Frost-free period. 200 to 240 days Map Unit Composition Colfax and similar soils: 85 percent Minor components: 5 percent Description of Colfax Setting Landform: Depressions Landform position (two - dimensional): Footslope Down -slope shape: Concave Across -slope shape: Concave Parent material: Loamy alluvium and /or colluvium over saprolite derived from granite and gneiss Properties and qualities Slope: 0 to 3 percent Depth to restrictive feature: 16 to 35 inches to fragipan; 40 to 60 inches to paralithic bedrock; 60 to 80 inches to lithic bedrock Drainage class: Somewhat poorly drained Capacity of the most limiting layer to transmit water (Ksat): Very low (0.00 to 0.00 in/ hr) Depth to water table: About 6 to 18 inches Frequency of flooding: None Frequency of ponding: None Available water capacity. • Low (about 3.8 inches) Interpretive groups ' Farmland classification: Farmland of statewide importance Land capability (nonirrigated): 3w Hydrologic Soil Group: C/D 1 1 Typical profile 0 to 7 inches: Sandy loam 7 to 14 inches: Sandy loam 14 to 29 inches: Sandy clay loam 29 to 48 inches: Sandy loam 48 to 59 inches: Sandy loam 59 to 65 inches: Weathered bedrock 65 to 80 inches. Unweathered bedrock 15 1 1 1 1 ri Custom Soil Resource Report Minor Components Worsham, undrained Percent of map unit: 3 percent Landform: Depressions Landform position (two - dimensional): Footslope Down -slope shape: Concave Across -slope shape: Concave Wehadkee, undrained Percent of map unit. 2 percent Landform: Depressions on flood plains Down -slope shape: Concave Across -slope shape: Linear HeB— Helena fine sandy loam, 2 to 8 percent slopes ' Map Unit Setting Landscape: Uplands, valleys Elevation: 200 to 1,400 feet Mean annual precipitation: 37 to 60 inches Mean annual air temperature: 59 to 66 degrees F Frost -free period. 200 to 240 days Map Unit Composition Helena and similar soils: 85 percent Minor components: 4 percent ' Description of Helena Setting Landform: Ridges Landfonn position (two - dimensional): Summit, footslope Down -slope shape: Concavq Across -slope shape: Concave ' Parent material: Saprolite derived from granite and gneiss and /or schist Properties and qualities Slope: 2 to 8 percent Depth to restrictive feature: More than 80 inches Drainage class: Moderately well drained Capacity of the most limiting layer to transmit water (Ksat): Moderately low to moderately high (0.06 to 0.20 in /hr) ' Depth to water table: About 18 to 30 inches Frequency of flooding. None Frequency of ponding. None ' Available water capacity: Moderate (about 7.8 inches) Interpretive groups Farmland class cation: All areas are prime farmland ' 16 1 I11 u 1 1 1 I 1 LI 1 Custom Soil Resource Report Land capability (nonirrigated): 2e Hydrologic Soil Group: D Typical profile 0 to 8 inches: Fine sandy loam 8 to 45 inches: Clay 45 to 80 inches: Sandy loam Minor Components Wehadkee, undrained Percent of map unit: 2 percent Landform: Depressions on flood plains Down -slope shape: Concave Across -slope shape.- Linear Worsham, undrained Percent of map unit: 2 percent Landform: Depressions Landform position (two - dimensional): Footslope Down -slope shape: Concave Across -slope shape: Concave IrA— Iredell loam, 0 to 3 percent slopes Map Unit Setting Landscape: Uplands Elevation: 200 to 1,400 feet Mean annual precipitation: 37 to 60 inches Mean annual air temperature: 59 to 66 degrees F Frost-free period: 200 to 240 days Map Unit Composition Iredell and similar soils: 80 percent Minor components: 5 percent Description of Iredell Setting Landform: Interfluves Landform position (two-dimensional): Summit Landform position (three- dimensional): Interfluve Down -slope shape: Linear Across -slope shape: Linear Parent material: Saprolite derived from diorite and/or gabbro and /or diabase and /or gneiss Properties and qualities Slope: 0 to 2 percent Depth to restrictive feature: 60 to 80 inches to paralithic bedrock Drainage class: Moderately well drained 17 l 1 Custom Soil Resource Report Capacity of the most limiting layer to transmit water (Ksat): Very low to moderately high (0.00 to 0.20 in /hr) Depth to water table: About 12 to 24 inches Frequency of flooding. None Frequency of ponding. None Calcium carbonate, maximum content: 2 percent Available water capacity. High (about 10.8 inches) Interpretive groups Farmland classification: Farmland of statewide importance Land capability (nonirrigated): 2w Hydrologic Soil Group: C/D Typical profile 0 to 6 inches: Loam 6 to 25 inches: Clay 25 to 28 inches: Clay loam 28 to 72 inches: Sandy loam 72 to 80 inches: Weathered bedrock ' Minor Components Armenia, undrained Percent of map unit. 5 percent Landfonn: Drainageways on interfiuves Landform position (two-dimensional): Summit Landfonn position (three- dimensional): Intertluve ' Down -slope shape: Linear Across -slope shape: Linear 1 1 1 1 18 1 I �II �J 1 1 1 1 1 References American Association of State Highway and Transportation Officials (AASHTO). 2004. Standard specifications for transportation materials and methods of sampling and testing. 24th edition. American Society for Testing and Materials (ASTM). 2005. Standard classification of soils for engineering purposes. ASTM Standard D2487 -00. Cowardin, L.M., V. Carter, F.C. Golet, and E.T. LaRoe. 1979. Classification of wetlands and deep -water habitats of the United States. U.S. Fish and Wildlife Service FWS /OBS- 79/31. Federal Register. July 13, 1994. Changes in hydric soils of the United States. Federal Register. September 18, 2002. Hydric soils of the United States. Hurt, G.W., and L.M. Vasilas, editors. Version 6.0, 2006. Field indicators of hydric soils in the United States. National Research Council. 1995. Wetlands: Characteristics and boundaries. Soil Survey Division Staff. 1993. Soil survey manual. Soil Conservation Service. U.S. Department of Agriculture Handbook 18. http: / /soils.usda.gov/ Soil Survey Staff. 1999. Soil taxonomy: A basic system of soil classification for making and interpreting soil surveys. 2nd edition. Natural Resources Conservation Service, U.S. Department of Agriculture Handbook 436. http: / /soils.usda.gov/ Soil Survey Staff. 2006. Keys to soil taxonomy. 10th edition. U.S. Department of Agriculture, Natural Resources Conservation Service. http: / /soils.usda.gov/ Tiner, R.W., Jr. 1985. Wetlands of Delaware. U.S. Fish and Wildlife Service and Delaware Department of Natural Resources and Environmental Control, Wetlands Section. United States Army Corps of Engineers, Environmental Laboratory. 1987. Corps of Engineers wetlands delineation manual. Waterways Experiment Station Technical Report Y -87 -1. United States Department of Agriculture, Natural Resources Conservation Service. National forestry manual. http: / /soils.usda.gov/ United States Department of Agriculture, Natural Resources Conservation Service. National range and pasture handbook. http: / /www.gki.nres.usda.gov/ United States Department of Agriculture, Natural Resources Conservation Service. National soil survey handbook, title 430 -VI. http: / /soils.usda.gov/ United States Department of Agriculture, Natural Resources Conservation Service. 2006. Land resource regions and major land resource areas of the United States, the Caribbean, and the Pacific Basin. U.S. Department of Agriculture Handbook 296. hftp://soils.usda.gov/ 19 1 1 Custom Soil Resource Report United States Department of Agriculture, Soil Conservation Service. 1961. Land 1 capability classification. U.S. Department of Agriculture Handbook 210. 1 1 fl 1 H 1 i 20