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HomeMy WebLinkAbout20201491 Ver 1_ePCN Application_20201210DWR mrlslon of Water Resources Pre -Construction Notification (PCN) Form October 26, 2020 Ver 3.3 Initial Review Has this project met the requirements for acceptance in to the review process?* r Yes r No Is this project a public transportation project?* C Yes r No Change only if needed. BIMS # Assigned 20201491 Is a payment required for this project?* r No payment required r Fee received r Fee needed - send electronic notification Reviewing Office * Mooresville Regional Office - (704) 663-1699 Information for Initial Review 1a. Name of project: Shannon Woods 1a. Who is the Primary Contact?* Daniel Kuefler 1b. Primary Contact Email:* d a n ie I. kuefle r@wetl ands-epg. co m Date Submitted 12/10/2020 Nearest Body of Water Reed Creek Basin Catawba Water Classification C Site Coordinates Latitude: Longitude: 35.5714-81.0545 Pre -Filing Meeting Information ID# 20201491 Pre -fling Meeting or Request Date* 10/19/2020 Attach documentation of Pre -Filing Meeting Request here:* DWR Pre -Filing Meeting Request Form (7).pdf Version#* 1 What amout is owed?* r $240.00 r $570.00 Select Project Reviewer* Alan Johnson:eads\adjohnson1 1c. Primary Contact Phone:* (336)554-2728 Version 1 52.41 KB A. Processing Information C^U County (or Counties) where the project is located: Catawba Is this a NCDMS Project r Yes r No Is this project a public transportation project?* r Yes r No la. Type(s) of approval sought from the Corps: W Section 404 Permit (wetlands, streams and waters, Clean Water Act) r Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act) Has this PCN previously been submitted?* r Yes r No Please provide the date of the previous submission.* 11/9/2020 1b. What type(s) of permit(s) do you wish to seek authorization? W Nationwide Permit (NWP) r Regional General Permit (RGP) r Standard (IP) 1c. Has the NWP or GP number been verified by the Corps? r Yes r No Nationwide Permit (NWP) Number: NWP Numbers (for multiple NWPS): 1d. Type(s) of approval sought from the DWR: W 401 Water Quality Certification - Regular r Non-404 Jurisdictional General Permit r Individual Permit 29 - Residential Developments le. Is this notification solely for the record because written approval is not required? For the record only for DWR401 Certification: For the record only for Corps Permit: r 401 Water Quality Certification - Express r Riparian Buffer Authorization 1f. Is this an after -the -fact permit application?* r Yes r No 1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts? r Yes r No 1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts? r Yes r No Acceptance Letter Attachment ILF_dup.pdf 1h. Is the project located in any of NC's twenty coastal counties? r Yes r No 1j. Is the project located in a designated trout watershed? r Yes r No B. Applicant Information 1d. Who is applying for the permit? r Owner 9 Applicant (other than owner) le. Is there an Agent/Consultant for this project?* r Yes r No 2. Owner Information 2a. Name(s) on recorded deed: HELDERMAN DONNA H HOWARD DOUGLAS S 2b. Deed book and page no.: 2730/0162 2c. Responsible party: 84.9KB * r Yes r No r Yes r No 2d.Address Street Address PO BOX587 Address Line 2 aty DENVER Postal / Zip Code 28037-0587 2e. Telephone Number: (336)554-2728 2g. Email Address:* da n iel. kuefle r@wetlands-epg. com 2a. Name(s) on recorded deed: PUNCH SHEILA LINEBERGER 2b. Deed book and page no.: 2877/1051 2c. Responsible party 2d.Address Street Address 2802 BUD ARNDT RD Address Line 2 Cfty MAIDEN Postal / Zip Code 28650-8412 2e. Telephone Number: (336)554-2728 2g. Email Address:* daniel.kuefler@vvetlands-epg.com 2a. Name(s) on recorded deed: SIGMON THOMAS SIGMON LINDA 2b. Deed book and page no.: 3402/1061 2c. Responsible party 2d.Address Street Address 5805 WOEBEGONE TRL Address Line 2 city MAIDEN Postal / Zip Code 28650-9038 2e. Telephone Number: (336)554-2728 2g. Email Address:* daniel.kuefler@vvetlands-epg.com 2a. Name(s) on recorded deed: GILLELAND ANDREW CLAUDE GILLELAND DOYLE COLEMAN 2b. Deed book and page no.: 1707/0728 2c. Responsible party 2d.Address State / Province / legion NC Country USA 2f. Fax Number: State / Province / Region NC Country USA 2f. Fax Number: State / Province / legion NC Country USA 2f. Fax Number: Street Address 5378 E MAIDEN RD Address Line 2 City State / Province / Rion MAIDEN NC Postal / Zip Code Country 28650-9009 USA 2e. Telephone Number: 2f. Fax Number: (336)554-2728 2g. Email Address:* daniel.kuefler@wetlands-epg.com 2a. Name(s) on recorded deed: GILLELAND ANDREW CLAUDE GILLELAND ROSE L 2b. Deed book and page no.: 1746/0198 2c. Responsible party 2d.Address Street Address 9214 PARK AVE Address Dne 2 aty State / Province / IBgion HOUMA LA Rutal / Zip Code Country 70363-3786 USA 2e. Telephone Number: 2f. Fax Number: (336)554-2728 2g. Email Address:* daniel.kuefler@vvetlands-epg.com 2a. Name(s) on recorded deed: HOWARD EMMITT STEPHEN 2b. Deed book and page no.: 1278/0768 2c. Responsible party 2d.Address Street Address 5836 HIGHWAY 150 E Address Line 2 City State / Province / Rion DENVER NC Postal / Zip Code Country 28037-6769 USA 2e. Telephone Number: 2f. Fax Number: (336)554-2728 2g. Email Address:* daniel.kuefler@vvetlands-epg.com 2a. Name(s) on recorded deed: HOWARD EATHEL WHITE HEIRS 2b. Deed book and page no.: 2517/1813 2c. Responsible party 2d.Address Street Address 3739 FORDS ST Address Line 2 City State / Province / Ragion TERRELL NC Postal / Zip Code Country 28682-9735 USA 2e. Telephone Number: (336)554-2728 2g. Email Address:* daniel.kuefier@mtlands-epg.com 2a. Name(s) on recorded deed: LUTZ BOBBY MOORE 2b. Deed book and page no.: 2015E/0116 2c. Responsible party 2d.Address Street Address 5760 HIGHWAY 150 E Address Line 2 CKY DENVER Postal / Zip Code 28037-6770 2e. Telephone Number: (336)554-2728 2g. Email Address:* daniel.kuefier@wetlands-epg.com 2a. Name(s) on recorded deed: HOWARD DOUGLAS S HOWARD RICHARD F 2b. Deed book and page no.: 3555/0317 2c. Responsible party 2d.Address Street Address 6004 HIGHWAY 150 E Address Une 2 City DENVER Postal / Zip Code 28037-6768 2e. Telephone Number: (336)554-2728 2g. Email Address:* daniel.kuefler@vvetlands-epg.com 3. Applicant Information (if different from owner) 3a. Name: Christian ,ones 3b. Business Name: Lennar Carolinas 3c.Address Street Address 6701 Carmel Road, Ste. 425 Address Line 2 Cty Charlotte Postal / Zip Code 28226 3d. Telephone Number: (336)554-2728 3f. Email Address:* da n ie I. kuefler@wetlands-epg. co m 2f. Fax Number: State / Province / Region NC Country USA 2f. Fax Number: State / Province / Flagon NC Country USA 2f. Fax Number State / Province / Region NC Country USA 3e. Fax Number: 4. Agent/Consultant (if applicable) 4a. Name: Daniel Kuefler 4b. Business Name: Wetlands & Environmental Planning Group, PLLC 4c.Address Street Address 10612-D Providence Road Address tine 2 PMB 550 City Charlotte Postal / Zip Code 28277 4d. Telephone Number: (336)554-2728 4f. Email Address:* amber. lipsky@wetlands-e pg. com Agent Authorization Letter* agent auth_dup.pdf State / Rovince / la;gion NC Country USA 4e. Fax Number: 158.39KB C. Project Information and Prior Project History U 1. Project Information 1b. Subdivision name: (if appropriate) 1c. Nearest municipality/ town: Denver 2. Project Identification 2a. Property Identification Number: 2b. Property size: see attached 380 2c. Project Address Street Address Address Line 2 city State / Rovince / Fbggion Postal / Zip Code Country 3. Surface Waters 3a. Name of the nearest body of water to proposed project:* Reed Creek 3b. Water Resources Classification of nearest receiving water:* C 3c. What river basin(s) is your project located in?* Catawba 3d. Please provide the 12-digit HUC in which the project is located. 03050101 4. Project Description and History 4a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application:* Site is located east of Highway 16, north of Highway 150 along Reed Creek, northwest of Denver, in Catawba county, North Carolina. The site consists of broad ridges with mixed hardwood — pine forest types and forested slopes leading to alluvial forest along Reed Creek and its tributaries. Upland areas along the broad ridges and upper slopes are disturbed with a dense understory 4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past?* C Yes r No 6 Unknown 4d. Attach an 8 1/2 X 11 excerpt from the most recent version of the USGS topographic map indicating the location of the project site. (for DWR) USGS_dup.pdf 178.87KB 4e. Attach an 8 1/2 X 11 excerpt from the most recent version of the published County NRCS Soil Survey map depicting the project site. (for DWR) NRCS—dup.pdf 257.11 KB 4f. List the total estimated acreage of all existing wetlands on the property: 1.29 4g. List the total estimated linear feet of all existing streams on the property: 15548 4h. Explain the purpose of the proposed project:* The project consists of road crossings, BMPs, fill & sewarline installation for a residential development. 41. Describe the overall project in detail, including indirect impacts and the type of equipment to be used:* Fill and grading of the site will use standard equipment, excavator, dump truck, track hoe, etc. 4j. Please upload project drawings for the proposed project. exhibits—dup.pcif 2.97MB 5. Jurisdictional Determinations 5a. Have the wetlands or streams been delineated on the property or proposed impact areas?* r Yes r No r Unknown Comments: 5b. If the Corps made a jurisdictional determination, what type of determination was made?* r Preliminary r Approved r Not Verified r Unknown r N/A Corps AID Number: SAW-2019-01016 5c. If 5a is yes, who delineated the jurisdictional areas? Name (if known): Nic Nelson Agency/Consultant Company: WEPG Other: 5d. List the dates of the Corp jurisdiction determination or State determination if a determination was made by the Corps or DWR This site was verified by C. Janiczak (USACE) on 2/25120. A copy of the signed JD approval is included in the Approvals section. 5d1. Jurisdictional determination upload JD_dup.pdf 615.43KB 6. Future Project Plans 6a. Is this a phased project?* r Yes r No Are any other NWP(s), regional general permit(s), or individual permits(s) used, or intended to be used, to authorize any part of the proposed project or related activity? Proposed Impacts Inventory 1. Impacts Summary 1a. Where are the impacts associated with your project? (check all that apply): W Wetlands W Streams -tributaries r Buffers r Open Waters r Pond Construction 2. Wetland Impacts f�� 2a1 Reason (?) 2b. Impact type*(?) 2c. Type of W.2d. W. name 2e. Forested 2f. Type of 2g. Impact Jurisdicition*(?) area* W1 Fill P Bottomland Hardwood Forest Wetland XX Yes Corps 0.010 (acres) W2 Fill P Bottomland Hardwood Forest Wetland P Yes Corps 0.008 (acres) 2g. Total Temporary Wetland Impact 0.000 2g. Total Permanent Wetland Impact 0.018 2g. Total Wetland Impact 0.018 2h. Comments: 3. Stream Impacts 3a. Reason for impact (?) 3b.lmpact type * 3c. Type of impact* 3d. S. name * 3e. Stream Type * 3f. Type of 3g. S. width * 3h. Impact (?) Jurisdiction* length* S1 Road Crossing 9 Permanent Culvert Stream J Perennial Corps P 5 120 Average (feet) (lir�rfeet) g2 Road Crossing Temporary Other Stream J Perennial Corps 5 40 Average (feet) (linearfeet) S3 Road Crossing 9 Permanent Culvert Stream M Perennial Corps P 5 135 Average (feet) (lir�rfeet) � Road Crossin g Tem orar P y Other Stream M Perennial Corps P 5 40 Average (feet) (linearfeet) S5 Road 9 Permanent Culvert Stream Intermittent Corps P 3 236 Average (feet) (lir�rfeet) S6 Road Crossing Temporary Excavation Stream Intermittent Corps 3 25 Average (feet) (lir�rfeet) S7 Culvert Extension Permanent Culvert Stream M Perennial s Corps P 5 35 Average (feet) (lir�rfeet) Culvert Extension LemporaryOther Stream M Perennial Cor s P Aver�e(feet) (lir�zarfeet) 31. Total jurisdictional ditch impact in square feet: 0 3i. Total permanent stream impacts: 526 3i. Total stream and ditch impacts: 651 3j. Comments: E. Impact Justification and Mitigation 1. Avoidance and Minimization 3i. Total temporary stream impacts: 125 la. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project: Impacts associated with the proposed development were limited through site selection, design, and location/orientation of the proposed lots and access routes. The overall site plan as underwent several significant revisions and negotiations with the County that have resulted in the reduction of an additional crossing. Roadways need to be built to DOT standards and are subsequently subject to design requirements that limit further minimization of stream impacts per the attached memorandum from the project engineer. 1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques: Construction techniques will implement approved erosion control methods to avoid/minimize impacts to onsite/adjacent offsite receiving conveyances. Where possible, 2:1 slopes and the mapmum allowable headwalls will be used to minimize crossing impacts. Directional boring will be implemented wfiere possible to avoid additional impacts for utility installations. 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? r Yes r No 2c. If yes, mitigation is required by (check all that apply): r DWR 9 Corps 2d. If yes, which mitigation option(s) will be used for this project? r Mitigation bank W Payment to in -lieu fee r Permittee Responsible program Mitigation 4. Complete if Making a Payment to In -lieu Fee Program 4a. Approval letter from in -lieu fee program is attached. r Yes r No u 4b. Stream mitigation requested: (linear feet) 526 4d. Buffer mitigation requested (DWR only): (square feet) 4f. Non -riparian wetland mitigation requested: (acres) 4c. If using stream mitigation, what is the stream temperature: warm 4e. Riparian wetland mitigation requested: (acres) 4g. Coastal (tidal) wetland mitigation requested: (acres) 4h. Comments A 0.5:1 ratio is proposed for 236 If of impacts to Intermittent Stream A, which is degraded and discontinuous in the vicinity of the proposed crossing - please refer to the Waiver Study materials for details. A 2:1 ratio is proposed for 290 If of impacts to perennial streams M and J for the other required crossings. F. Stormwater Management and Diffuse Flow Plan (required by DWR) 1. Diffuse Flow Plan 1a. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules? r Yes r No If no, explain why: 2. Stormwater Management Plan 2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250?* r Yes r No 2b. Does this project meet the requirements for low density projects as defined in 15ANCAC 02H .1003(2)? r Yes r No 2c. Does this project have a stormwater management plan (SMP) reviewed and approved under a state stormwater program or state -approved local government stormwater program? r Yes r No r N/A - project disturbs < 1 acre 2d. Which of the following Stormwater management program(s) apply: W Local Government r State Local Government Stormwater Programs W Phase II r NSW r USMP r Water Supply Please identify which local government stormwater program you are using. Catawba County Comments: G. Supplementary Information 1. Environmental Documentation 1a. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land?* r Yes r No 2. Violations (DWR Requirement) 2a. Is the site in violation of DWR Water Quality Certification Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), or DWR Surface Water or Wetland Standards or Riparian Buffer Rules (15A NCAC 2B .0200)?* r Yes r No 3. Cumulative Impacts (DWR Requirement) 3a. Will this project result in additional development, which could impact nearby downstream water quality?* r Yes r No 3b. If you answered "no," provide a short narrative description. No additional phases are proposed at this time. 4. Sewage Disposal (DWR Requirement) 4a. Is sewage disposal required by DWR for this project?* r Yes r Nor N/A 4b. Describe, in detail, the treatment methods and dispositions (non -discharge or discharge) of wastewater generated from the proposed project. If the wastewater will be treated at a treatment plant, list the capacity available at that plant. Wastewater generated on the site will be transported to the nearest treatment facility via sewer lines. 5. Endangered Species and Designated Critical Habitat (Corps Requirement) 5a. Will this project occur in or near an area with federally protected species or habitat?* r Yes r No 5b. Have you checked with the USFWS concerning Endangered Species Act impacts?* r Yes r No 5d. Is another Federal agency involved?* r Yes r No r Unknown Se. Is this a DOT project located within Division's 1-8? r Yes r No 5f. Will you cut any trees in order to conduct the work in waters of the U.S.? r Yes r No 5g. Does this project involve bridge maintenance or removal? r Yes r No 5h. Does this project involve the construction/installation of a wind turbine(s)?' r Yes r No 51. Does this project involve (1) blasting, and/or (2) other percussive activities that will be conducted by machines, such as jackhammers, mechanized pile drivers, etc.? r Yes r No 5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat? A threatened and endangered species assessment was conducted in which no species were identified. Habitat may occur for the Northern long-eared bat but the project is except as described in the attached T&E report. Consultation Documentation Upload T&E_dup.pdf 519.92KB 6. Essential Fish Habitat (Corps Requirement) 6a. Will this project occur in or near an area designated as an Essential Fish Habitat?* r Yes r No 6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat?* No essential habitat in this region. 7. Historic or Prehistoric Cultural Resources (Corps Requirement) 7a. Will this project occur in or near an area that the state, federal or tribal governments have designated as having historic or cultural preservation status?* r Yes r No 7b. What data sources did you use to determine whether your site would impact historic or archeological resources?* SHPO's website: https://nc.maps.arcgis.conV. Please refer to the Cultural Resources Study included. 7c. Historic or Prehistoric Information Upload cultural_ historical_dup.pdf 42.84KB 8. Flood Zone Designation (Corps Requirement) 8a. Will this project occur in a FEMA-designated 100-year floodplain?* r Yes r No 8c. What source(s) did you use to make the floodplain determination?* hftps://gis.cata"bacountync.gov/ Miscellaneous u Comments A full, compiled PCN is attached including ORM, cover letter, forms, photos, authorizations, and other supporting documentation Miscellaneous attachments not previously requested. Shannon Woods_PCN.pdf 21.24MB Signature u * FJ By checking the box and signing below, I certify that: • The project proponent hereby certifies that all information contained herein is true, accurate, and complete to the best of my knowledge and belief; and The project proponent hereby requests that the certifying authority review and take action on this CWA 401 certification request within the applicable reasonable period of time. • I have given true, accurate, and complete information on this form; • I agree that submission of this PCN form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act'); • I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act'); • I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature; AND • I intend to electronically sign and submit the PCN form. Full Name: Daniel Kuefler Signature Date 12/10/2020 Wetlands and Environmental Planning Group Leonard S. Rindner, PLLC. Agent Authorization Letter The purpose of this form is to authorize our firm to act on your behalf in matters related to aquatic resource (i.e. stream/wetlands) identificationllnapping and regulatory permitting. The undersigned, who are either registered property owners or legally authorized to conduct due diligence activities on the property as identified below, do hereby authorize associates of Leonard S. Rindner, PLLC, Wetlands and Environmental Planning Group (WEPG) to act on my behalf and take all actions necessary for the processing, issuance, and acceptance of applicable permit(s) and/or certification(s). Project/Site Naive: Shannon Woods site Property Address: —5776 Woebegone frail, Maiden, NC 28b50 Parcel Identification Number (PIN): please see atatched parcel map Select one: I am other /1l - Name: ("14R 5-11 AQ Company: L NNkV_ CAP-01,lQ& S, LC Mailing Address: (,,,,701 (Ae-m CL -�d., 5 LArrC q25, 0114a- .0rrc i NC_ Z 8 ZzG Telephone Number: qFv, 619, 79-311 Electpmkc Mail Address: Ch 2 I ST114W , 53-1V c S u1v N ALL'—' • C ail l Interested Buyer* I Other Z1. Za?.o Date * The Interested Buyerl0ther acknowledges that an agreement andlor formal contract to purchase and/or conduct due diligence activities exists hetiveen the current property oivner and the signatmy of this withorization in cases ivhe►•e the property is not owned by the signatmy. Charlotte Office: www.wetlands-epg.com Asheville Office: 10612-D Providence Rd. 1070 Tunnel Rd.. Bldg, 1 PMB 550 Suite 10, PMB 283 Charlotte, NC 28277 Asheville, NC 28805 (704)904-2277 len. ri nd ner@wetlands - epg.com ROY COOPER Governor MICHAEL S. REGAN Secretary TIM BAUMGARTNER Director Christian Jones Lennar Carolinas, LLC 6701 Carmel Road, Suite 425 Charlotte, NC 28226 Project: Shannon Woods NORTH CAROLINA Environmental Quality October 29, 2020 Expiration of Acceptance: 4/29/2021 County: Catawba The purpose of this letter is to notify you that the NCDEQ Division of Mitigation Services (DMS) is willing to accept payment for compensatory mitigation for impacts associated with the above referenced project as indicated in the table below. Please note that this decision does not assure that participation in the DMS in - lieu fee mitigation program will be approved by the permit issuing agencies as mitigation for project impacts. It is the responsibility of the applicant to contact permitting agencies to determine if payment to the DMS will be approved. You must also comply with all other state, federal or local government permits, regulations or authorizations associated with the proposed activity including G.S. § 143-214.11. This acceptance is valid for six months from the date of this letter and is not transferable. If we have not received a copy of the issued 404 Permit/401 Certification within this time frame, this acceptance will expire. It is the applicant's responsibility to send copies of the permits to DMS. Once DMS receives a copy of the permit(s) an invoice will be issued based on the required mitigation in that permit and payment must be made prior to conducting the authorized work. The amount of the in -lieu fee to be paid by an applicant is calculated based upon the Fee Schedule and policies listed on the DMS website. Based on the information supplied by you in your request to use the DMS, the impacts for which you are requesting compensatory mitigation credit are summarized in the following table. The amount of mitigation required and assigned to DMS for this impact is determined by permitting agencies and may exceed the impact amounts shown below. River Basin Impact Location 8-di it HUC Impact Type Impact Quantity Catawba 03050101 Warm Stream 551 Upon receipt of payment, DMS will take responsibility for providing the compensatory mitigation. The mitigation will be performed in accordance with the In -Lieu Fee Program instrument dated July 28, 2010 and 15A NCAC 02B .0295 as applicable. Thank you for your interest in the DMS in -lieu fee mitigation program. If you have any questions or need additional information, please contact Kelly.Williams@ncdenr.gov. cc: Daniel Kuefler, agent Sincerely, FOR James. B Stanfill Asset Management Supervisor o/vrv�.t rr r�r.i.nr� o�w� North Carolina Department of Etrvironmental Quality I Division of Mitigation Services 217 W.]one s Street 1 1652 Mail Service Center I Raleigh. North Carolina 27699-1652 919,707.8976 J APPROXIMATE PROJECT BOUNDARY ' 7 •_} r'� STUDY LIMITS r + r •. F 1 LPL �i 'TL i - Reed Creek 1 ~ � 1 ` 4f, 1 � ■ ti• �I � r r' ■ 5 r J 'I • I F � � ti� I -� % r {II_r.r J ■ ` ` ■ •L I L ■ , ■ •` ■ ■ L 11 IL l l- 1 % + 1 ~ 1 ,4_ l rf - - * i �r ■ r L �� 1 ■ • � • ti IV 1- d' �' � ' �• 1 SCALE LOCATION 1:24,000 Lat: 35.5714 °N -P F _ USGS QUAD ACRES Long:-81.0545 °W - _• Denver, NC +405 HUC: 03050101 (Catawba) . I I .i • '1 Acres: Shannon Woods Prepared for: +/- 405 Catawba County, NC Lennar Carolinas LLC FIGURE 3 USGS MAP Drawn By: Reviewed By: 11/28/18 Subject to USACE/NCDEQ verification DICK of= 'Qr c �o- nu =roc overt i PROPERTY BOUNDARY (TYP.) � i INTERMITTENT / STREAM A (±1,492 LF) a � S /=U PERENNIAL STREAM M (�,135 LF) (±1.09 AC) WETLAND BE \ (14,523 SF) (±0.104 AC) \ PROPERTY — BOUNDARY \ (TYP.) PERENNIAL STREAM L / (±1,044 LF) (±0.12 AC) PERENNIAL STREAM J (2,825 LF) _ (±1.39 AC) PERENNIAL STREAM K (±95 LF) (±0.01 AC) FLAGGED LIMITS OF MILL SITE WETLAND X (±46,388 SF) (±1.065 AC) INTERMITTENT STREAM E (±407 LF) INTERMITTENT STREAM W (±141 LF) WETLAND H (262 SF) (±0.006 AC) ~� WETLAND G (±191 SF) (±0.004 AC) WETLAND 1 (±422 SF) (±0.010 AC) WETLAND U (2,708 SF) (±0.062 AC) WETLAND V (±334 SF) (±0.008 AC) WETLAND XX (25 SF) 50' STREAM (±0.001 AC) BUFFER (TYP.) TRANSITION POINT AT DOWNSTREAM END OF WAIVER STUDY REACH PROPERTY BOUNDARY (TYP.) j INTERMITTENT STREAM AA (25 LF) I PROPERTY _ BOUNDARY .... (TYP ) WETLAND Z PERENNIAL STREAM N .— i (±1,163 SF) I (±5o LF) (±0.027 AC) (±0.004 AC) , , I WETLAND Y PROPERTY (±140 SF) BOUNDARY (±0.003 AC) (TYP.) LENNAIT �WK ioDICKSON community infrastructure consultants PROPERTY BOUNDARY (TYP J li INTERMITTENT STREAM Q f PERENNIALS EAM B WETLAND P ! ! (±110 LF) // (±346 SF) ^�-- (±01.008 AC) I WETLAND INTERMITTENT STREAMR L__J (±156 SF) (±167 LF) I WETLAND S (±0.004 AC) i i (*-101 SF) (±0.002 AC) i NC HVJ1' 15� \r i 800 0 800 1600 SCALE: 1" = 800' i 1213 W. MOREHEAD STREET SUITE 300 CHARLOTTE, NO 28203 ([7043345398 (170M13349078 W W W. WKDICKSON.COM NO LICENSE NO.F-0 74 m N � W Z LU Q F- ° Z JO QOB F q N ❑ U U Z OBE W OZ 00 7 BE W Lu 2iO F— F ~ Z O W O U) BE Z BEBEQ Z Z U = Q Z U X U) J W m a PRW. MGR.: MR DESIGN BV: KWR DRAWN BV: JJL PROW. DATE: SEP 2020 DRAWING NUMBER: 1 OF 14 WKD PROD. NO.'. 2020026300CL Figure 7 PROPOSED STREAM DISTURBANCE PERMANENT TEMPORARY CULVERT#1 120 40 CULVERT#2 135 40 CULVERT #3 -WAIVER 236 0 REQUESTED STREAM A SEWER CROSSING 0 25 STREAM M CULVERT EXTENSION 35 20 TOTAL 5261 125 NOTE: \ 1. PROJECT MAXIMUM PERCENT IMPERVIOUS: 60% 50'STREAM BUFFER(TYP.) \ ! I + �x ( PROPERTY BOUNDARY (TYPJ PROP. SAN ITARY SEWER PROPERTY BOUNDARY(TYP.) _` ��/ / C EASEMENT(TYP.) \ r PROP. SANITARY SEWER T) TO BE BORED (NO IMPAClit r r / 11 )rf 1 \ \ PROPOSED INTERMITTENT STREAM I I A AND WETLAND XX IMPACT SEE SHEET 11 .. _ \ )\I YI -; �✓�� 41 } \ "'�\ ! pROPOSED ROAD CROSSING / - - ✓ - \ _ _ \ _, �- W STREAM J IMPACT SEE SHEETS 3 TO 6 V / PROPOSED BOX CULVERT J11 ul\ l\ J L t i K " /S %%%%1 jt{(� Sit i t r'-i/// ` PROPERTY \ \ ih t\ 1 ! 4 / \ t a i y cif \7BMP f .. 1.. _ 1�.�� /J BOUNDARY / EXTENSION STREAM M i ))1\ `4C\ 5 J ` ( )) \1 \ I I) I l l I t1 #1�.�i� } IMPACT SEE SHEET 14 /) 11 \` J, / / 1 \\I„`„ /1/!, 1 ��f!%i C' ( �J ` / (TYPJ BMP#10UTFALL� 1 \ \ PROP. SANITARY SEWER\ r 1 1\I} 1\Ni lip . " \ _' \} ♦���/ )' l\}If) l S (5 EASEMENT (TYPJ `\" �`�-- ` BMP #3 50' STREAM BUFFER(TYPJ 50'STREAM BUFFER (TYPJ [ BMP#3 OUTFALL� G - = -OUTFALL \\\ PROPOSED ROAD CROSSING PROP. SANITARY SEWER CROSSING - t J _ \ TEMPORARY IMPACT, SEE SHEET 13,^ \l`-\{M N li I \, 1)\mot )`\}� TO BE BORED (NO ACT) R / SEE SHEEnTS 7{TOA OT F LEGEND: DP PROPOSED WETLAND P \\ it IMPACT SEE SHEET 12 ON -SITE BUFFER L E N N A R® C HWY 150 WETLANDS WK DICKSON800 $00 1600 STREAM CHANNEL SCALE: 1" - 800' community fnfrc�strucfure consultants - i 1213 W. MOREHEAD STREET SUITE 388 CHARLOTTE, NO 28283 ([J78M13345398 (170O 3 78 W W W.WKDICK OMCOM NCLICENSENO.F-0 74 U) LU N W Z W 0 j _ ::I~N 00 � Q (n N F U Q (Z.)0 Q W'Z 00 = BE EU LL I-J F L Z O LU OJ L U F Q U) = J BE Q BE Q Z U C) J BEU)J W O a o PRO,L MGR.: MR DESIGN BV: KWR DRAWN BY: JJL PRO,L DATE: SEP 2828 DRAWING NUMBER: 2OF14 WKD PROD. NO.'. 2020026300CL Figure 8 PROPOSED STREAM DISTURBANCE EXIISTSTREAM I \) I 50'STREAM BUFFER PERMANENT TEMPORARY CULVERT #1 120 40 TOP OF BANK PERENNIAL STREAMI II J(±5,825LF) _ CULVERT#2 135 40 CULVERT#3 50'STREAM �� BUFFER���,.;-_-=_��A// fv_ -WAIVER 236 0 A� \�v,`4 PROP. - �� �_�� PUMP INLET LOCATION 1 I 1 REQUESTED VA\yA FLOW DIRECTION, \ 1( AAI yam\ h N 1 I V I I I 1 �1 STREAMA SEWER CROSSING 0 25 \��_��.�-� _ \ )���_-_�_� AAI V I (��i PROP. COFFER DAM I I/ A l STREAM M CULVERT 35 20 �� f�Jl� IIIIf l (OR APPROVED EQUAL) EXTENSION 2:1SLOPE I I A A\ (20 LF TEMP. STREAM IMPACT) I I I A\ Y TOTAL 526 125 �� 1 _/ \ 1 1 L0 I III V INV.±802.0 fV A 1 Q 1 1 11j11 �v 'I I I .� 1111 IPROP.CAST-IN-PLACE I I I I 1 1 S 1 1 ITP�• V% CULVERT HEADWALL 1 ( 1 I 882Q IIII PROP. WATERLINE (TYPJ 11 I A 1\ [ 1 A \ I / 3:1 SLOPE v 1 815 / M� J±120 STREAM IMPACT LF OF 1 I 11 PERMANENT STREAM IMPACT 1. 820 •815 � � �<� 8.0 810 00. 8� $ 3:1 SLOPE I 1 r / PROPERTY BOUNDARY (TYP.) I 1A ( \ IAA A T PROP. CAST -IN -PLACE 1 II IV CULVERT HEADWALL 11V 1 I�II� A IIIIIO IV v�% 1111 I A IIIIIZ _ v �y 1 1 I I 1d11. jell , 50' STREAM BUFFER LEGEND: ON —SITE STREAM BUFFER WETLANDS E�:] STREAM CHANNEL PROP. STORM 1 PROP. 106 LF 144" STRUCTURE (TYP.) / CIRCULAR CMP - - V CULVERT (BURIED T) - 1 PROP. STORM PROP. 106 LF 96' CIRCULAR CMP 1 PROP. SSMH (TYP.) DRAINAGE (TYP.) i CULVERT � PROP. SANITARY SEWER(TYP.) �\ I III 810 v 11 IIIIII / 1 � 1111I v INV.±801.4 .IVAAV1 A I / I I - 3:1 SLOPE 11 A \ PROP. COFFER DAM 1 (1 1 (OR APPROVED EQUAL) (20 LF TEMP. STREAM IMPACT) 50' ST� ER � �\ \ PROP. PUMP DISC' RG`E LOCATION LENNAM 1 PROPOSED CULVERT NOTE: 1 - 144" CMP, 2 - 96" CMP 1. CONTRACTOR SHALL MINIMIZE LENGTH: 106 FT THE AMOUNT OF TEMPORARY IMPACTS TO WATERS OF THE UPSTREAM INV: 802.00 U.S. BUT SHALL NOT BE MORE THAN 45 DAYS. DOWNSTREAM INV: 801.40 WIC50 0 50 100 DICKSON community infrastructure consultants SCALE: 1" = 50' 1213 W. MOREHEAD STREET SUITE 388 CHARLOTTE, NO 282 ([J78M1339-5398 (170a aao78 W W W.WKDICKSOMCDM NO LICENSE NO.F-0 74 PRW. MGR.: MR DESIGN BY: MR DRAWN BY: JJL PROI. DATE: SEP 2828 DRAWING NUMBER: 3OF14 WKD PROD. NO.'. 20200263002E Figure 9 840 840 i 1213 W. MOREHEAD SUITE 380 STREET CHARLOTTE, NO ([J]OM13345398 28283 (170O 3498]8 835 835 W W W. WKq CK OMCOM NO LICENSE NO.F-0 74 830 830 825 825 < 820 820 p, 77 Z O PROP. 12" F WATERMAINLU N U 0 815 815 OL os� BE n N o U p Z 0= U O 0 Q W O W 0 Q 3 Zf W W O W - - 810 810 0 °QBE I-- Q Z Z U U Q Z co _ q U J N Z 3 Z W 0 W 805 805 1L 0 800 800 8 a o o E F 795 795 0 a 00 a o 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 o 0 j PRO1. MGR.: MR 8 0 8 16 80 0 80 16 DESIGN BV: KWR DRAWN BV: JJL 'e O PRQI. DATE: SEP DRAWING NUMBER: 2828 4OF14 SCALE: 1" = 8' VERTICLE SCALE: 1" = 80' HORIZONTAL WKD PROJ. NO.'. 2020026300CL PROP. to J z m O OF z PROP. STORM CATCH BASIN PROP. STORM CATCH BASIN PROP. GRADE � ROAD CENTERLINE PROP. STORM CATCH BASIN 24" RCP PROP. 24" RCP PROP. 24" RCP EXIST. GRADE � ROAD CENTERLINE PROP. 106 CIRCULAR LF 96" CMP CULVERT INV. ±806.4 / PROP. 106 LF 96" 1 '/ CIRCULAR CMP 1 PROP. B"SANITARY CULVERT INV. ±806.4 1 SEWER 1 II 1 IT PROP. 106 LF 144" CIRCULAR CMP BURIED 1' CULVERT INV. ±g01.4 PROP. SANITARY SEWER MANHOLE-86 PROP. GRADE EXIST. GRADE � � � O p O p N � 00 � � � � Q N � Figure 10 840 835 830 825 PROP. 24" STORM CULVERT PROP. 12" WATERMAIN 820 PROP.GRADE 100-YR. 81 fi.41 _ _ 816.0 815.4 815 .—.—. .—.—. 814.0 813.I 10-YR811.59 — — PROP CAST -IN-PLACE 7/m/17/m// 840 835 830 825 820 815 810 CULVERT HEADWALL PROP. CAST -IN -PLACE — 810 144" CIRCULAR CULVERT HEADWALL 2-YR: L 56 — — CM CULVERT (BURIED 1') LENGTH =±106' SLOPE = ±0.57% EXIST. GRADE 805 8030 805 r - - - 4�2_801.4 802.4 D802.0800 800 PROP. GRADE EXIST. GRADE 795 795 rn .� o rn O 0 o m m O co co 0 po O C7 0 ooDO O N 0 coco 0O co 0 O IN N O N 0 0 � co co coco 00 0+00 0+50 1+00 1+50 2+00 2+50 3+00 8 0 8 16 SCALE: 1" = 8' VERTICLE 80 0 80 16 SCALE: 1" = 80' HORIZONTAL i 1213 W. MOREHEAD STRLET SUITE 300 CHARLOTTE, NO 28203 ([7043345398 (17043349078 W W W. WKDICK OMCOM NO LICENSE NO.F-0 74 W W QN LU J Q Z LU F 0 LL ° BEU) N O � Z Q W Q � O O w g Q Z W , W O 2 BE BE BEBE U) J Z Z U = Q Z U Z U) J N LU LU BE 0- a PRW. MGR.: MR DESIGN BY: KWR DRAWN BY: JUL PRO,L DATE: SEP 2020 DRAWING NUMBER: 5OF14 WKD PROD. NO.'. 2020026300CL Figure 11 840 840 t1;lAl1� ------ ��2�1M 825 825 PROP. 24" STORM CULVERT PROP. GRADE PROP. 12" WATERMAIN 820 820 100-'VR: 816.41 , , — , — , 816.0 815.4 815 — — — — 814.0 813.4— 815 25-YR_813.34 — — 96, CIRCULAR PROP. CAST -IN -PLACE CMP CULVERT PROP. CAST -IN -PLACE — 810 CULVERT HEADWALL LENGTH =±106' CULVERT HEADWALL 810 2-YR: 808:56 — — SLOPE_±O % 806.0 805.4 805 �' , 805 EXIST. GRADE 802.0 800 8014 800 PROP. GRADE EXIST. GRADE 795 rn rn rn 00 o rn O 0 o m m 795 O co CO � O M co � O N 0p O C 00 00 O C\i 00 co O CV 00 00 0+00 0+50 1+00 1+50 2+00 2+50 3+00 8 0 8 16 SCALE: 1" = 8' VERTICLE 80 0 80 16 SCALE: 1" = 80' HORIZONTAL i 1213 W. MOREHEAD STREET SUITE" CHARLOTTE, NO 28203 ([70M13345398 (170M133 78 W W W. WKUCK ON.COM NO LICENSE NO.F-0 74 W B) � W QN V J Lu 0 7 Q (q N 0=0- Q W QU Z O O EL g Q ZW 0 w 0 Q c) J Q Q Q Q Z Z U Q Q Z U Z � J ON Z ro Q W d a PRW. MGR.: MR DESIGN BY: KWR DRAWN BY: JJL PROI. DATE: SEP 2020 DRAWING NUMBER: 6OF14 WKD PROD. NO.'. 2020026300CL Figure 12 PROPOSED STREAM DISTURBANCE I -WAIVER 1 236 1 0 1 CROSSING 0 25 STREAM M CULVERT 1 35 1 20 EXTENSION 1 1 1 11: A A A 50'STREAM BUFFER � 21 SLOPE V I — EXIST. STREAM V � —_ TOP OF BANK � ` PERENNIAL STIR M (16,135 L 9, 9J95 Znll =- PROP. PUMP DISCHARGE LOCATION 800 ` 795 F) 50' STREFER AM BUF PROP. COFFER DAM \ V A (OR APPROVED EQUAL) v �\ (20 LF TEMP. STREAM IMPACT) ,PROP. CAST -IN -PLACE \ \ \ \ \ \\ \ 1 \ � • �� A � CULVERT HEADWALL PROP. SANITARY SEWER `EASEMENT (TYP.) .PROP. SANITARY vSEWER (TYP.) A lop 15 0,CO 810 \ � � PROP. STORM��}— --- —-------- — 1 1 V I STRUCTURE (TYPJ�— � PROP. SSMH (TYP.) PROP. 128 LF 144" v PROP. STORM CIRCULAR CMP 1 DRAINAGE (TYPJ� \ CULVERT (BURIED 1') � vPROP. WATERLINE (TYP.) PROP. 128 LF 108" � CIRCULAR CMP � CULVERT (BURIED 1') A o PROPERTY BOUNDARY (TYP.) w— o I Av w a� v I 3:L_ I to 1 1 1 805 SLOPE'fN 3:1 - �2:1 SLOPE PROP. COFFER DAM (OR APPROVED EQUAL) \ (20 LF TEMP. STREAM IMPACT) � /y\ PROP. PUMP INLET LOCATION � \ I _ 1 50'STREAM BUFFER ----_ � I 1 1 PROP. CAST -IN -PLACE II I I I 1 � 11 CULVERT HEADWALL � LEGEND: ON -SITE STREAM BUFFER WETLANDS STREAM CHANNEL vv 805 w INV. 1791.9 1 A A 1 l A � � A 2:1 SLOPE \ � Q�` AAA STREAM BUFFER 1 I 1 II PROPOSED CULVERT NOTE: 1. CONTRACTOR SHALL MINIMIZE THE AMOUNT OF TEMPORARY MPACTS 45 DAYSL NOT BE MORE L 1 - 144" CMP, 2 -108" CMP LENGTH: 128 FT UPSTREAM INV: 791.90 DOWNSTREAM INV: 791.50 F kam WDICKSON W K 50 0 50 100 community infrastructure consultants SCALE: 1" = 50' MOREHEAD STREET SUITE aoo CHARLOTTE, NO 282a3 ([J7aM1.939-5398 Iry]a�aaao]e WWW.WKq CKSON.COM NC LICENSE NO.F-03]4 UBE ) W N g � Z w ro d U m U QU U7 N pOQ O = BLU E w � OW z O g ° w o QQQ BE as Z W (15 � = O J m Z z W d a PROI. MGR.: MR DESIGN BY: MR DRAWN By JJL PROI. DATE: SEP 2a2a DRAWING NUMBER: 70F14 WKD PROJ. NO.'. 2020026300CL Figure13 3:1 - �2:1 SLOPE PROP. COFFER DAM (OR APPROVED EQUAL) \ (20 LF TEMP. STREAM IMPACT) � /y\ PROP. PUMP INLET LOCATION � \ I _ 1 50'STREAM BUFFER ----_ � I 1 1 PROP. CAST -IN -PLACE II I I I 1 � 11 CULVERT HEADWALL � LEGEND: ON -SITE STREAM BUFFER WETLANDS STREAM CHANNEL vv 805 w INV. 1791.9 1 A A 1 l A � � A 2:1 SLOPE \ � Q�` AAA STREAM BUFFER 1 I 1 II PROPOSED CULVERT NOTE: 1. CONTRACTOR SHALL MINIMIZE THE AMOUNT OF TEMPORARY MPACTS 45 DAYSL NOT BE MORE L 1 - 144" CMP, 2 -108" CMP LENGTH: 128 FT UPSTREAM INV: 791.90 DOWNSTREAM INV: 791.50 F kam WDICKSON W K 50 0 50 100 community infrastructure consultants SCALE: 1" = 50' MOREHEAD STREET SUITE aoo CHARLOTTE, NO 282a3 ([J7aM1.939-5398 Iry]a�aaao]e WWW.WKq CKSON.COM NC LICENSE NO.F-03]4 UBE ) W N g � Z w ro d U m U QU U7 N pOQ O = BLU E w � OW z O g ° w o QQQ BE as Z W (15 � = O J m Z z W d a PROI. MGR.: MR DESIGN BY: MR DRAWN By JJL PROI. DATE: SEP 2a2a DRAWING NUMBER: 70F14 WKD PROJ. NO.'. 2020026300CL Figure13 i 1213 WuMOREHEAD SUI E300 CHARLOTTE, NC STREET 28203 8 ([J]OM1334_ (170O 3 78 W W W. WK.--ON.C.M NC LICENSE NO.F-03]4 O N W o C. ¢ Z F O n = J— (n g O - m Q n N O B= U U Z 0 00O=0w O > , F Z O g 00 Q Q Oz BE Q Q BE w Z Z U = Q Z U J Q J ro Z BE 0 W 0 0 8 0 3 ¢ 0cl g a 00 00 Do o o j PRW. MGR.: MR 8 0 8 16 80 0 80 16 DESIGN BV: KWR DRAWN BV: JJL '2 O PROI. DATE: SEP DRAWING NUMBER: 2020 8OF14 SCALE: 1" = 8' VERTICLE SCALE: 1" = 80' HORIZONTAL WKD PROJ. NO.'. 2020026300CL 830 s 830 \ EXIST. \ � ROAD GRADE CENTERLINE a w w \\ Z 825 \ \ PROP. GRADE � 825 ROAD CENTERLINE \ 820 PROP. STORM ,Q "20 CATCH BASIN PROP. STORM CATCH BASIN \ PROP. STORM \ CATCH BASIN 815 ` 815 PROP. 30" RCP 1 1 1 I i 11 � 810 810 1� / � PROP. 12" PROP. 30" RCP WATERMAIN 1 I \1 PROP. 128 LF 108" 805 \ CULVERT INV. 945 PROP. 30" RCP / 805 1 I / PROP. 128 LF 144'• PROP. 128 LE108" � CIRCULAR CMP CIRCULAR CMP � CULVERT INV. ±7g1.5 CULVERT INV. ±7gq.5 1\ / 800 Q 800 1 1 1 PROP. 8" SANITARY 795 SEWER 795 PROP. SANITARY I SEWER MANHOLE-94 BURIE 1' PROP. SANITARY 790 SEWER MANHOLE-2 790 PROP. GRADE EXIST. GRADE PROP. 8" SANITARY SEWER 785 � 0 0 0 0 o O o O o M M O o N 785 �� N uj � rn aj � � rn aj � co rn � rn � c0 � nj N I'7 M N N Q1 � CA � Ql � Q1 � O � 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 Figure 14 ojo =QH � O 830 825 820 830 825 820 815 PROP. 12" WATERMAIN 1 I PROP.GRADE 815 -PROP. 30" STORM CULVERT 810 810 00-YR, 808.69 0-YR: 806.21 805.9 805.5 805 805 - _ _ _ _ 803.9 803.5 -YR_802.40 _ _ F// 7/7///// 7 -1 oo 800 44"CIRCULAR CMP CULVERT Uoo PROP. CAST -IN -PLACE (BURIED 1') CULVERT HEADWALL PROP. CAST -IN -PLACE LENGTH =±128' CULVERT HEADWALL SLOPE _ ±0.31% EXIST. GRADE 795 795 792.9 , -- --- , 792.5 --- --- -- -- -- -- - BU ED 1' 791.5 790 790 PROP. GRADE EXIST. G JADE PROP. 8" SANITARY SEWER 785 785 o 0 0 0 ti o m o� 0+00 0+50 1+00 1+50 2+00 2+50 3+00 8 0 8 16 SCALE: 1" = 8' VERTICLE 80 0 80 16 SCALE: 1" = 80' HORIZONTAL i 1213 W. MOREHEAD STREET SUITE" CHARLOTTE, NO 28203 ([70M13345398 (170M133 78 W W W.WKUCK ON.COM NC LICENSE NO.F-0 W W Q J d Z W 0 J W d O M,om Q V) N � O Z O Q W O Q W 3: O , W O Q Z O g J F Q Z ZQ U = J Q Z U Z J 0 W W d Ud a PRW. MGR.: MR DESIGN BY: KWR DRAWN BY: J L PRW. DATE: SEP 2020 DRAWING NUMBER: 9OF14 WKD PRO'. NO.'. 202002.001L Figure 16 ojo =QH � O 830 830 t_yT�l� -----� �•LT�1 PROP. GRADE 815 815 1 PROP. 12" WATERMAIN 1 PROP, 30" STORM CULVERT 810 810 100-YR: 808.69 50-YR: 806.21 805.9 805.5 805 805 5-, _ . — . — . — . 803.9 803.5 800 "CIRCULAR 800 2-YR:799:00 . — . PROP. CAST -IN CMP CULVERT -PLACE LENGTH =±128' CULVERT HEADWALL PROP. CAST -IN -PLACE SLOPE _ �.31% CULVERT HEADWALL 7�5 795 794.9 795 791.9 EXIST. GRADE 791.5 790 790 PROP. GRADE EXIST. GIADE PROP. 8" SANITARY SEWER 785 785 rn O 0 0 0 o O m r- 0) � 0+00 0+50 1+00 1+50 2+00 2+50 3+00 8 0 8 16 SCALE: 1" = 8' VERTICLE 80 0 80 16 SCALE: 1" = 80' HORIZONTAL i 1213 W. MOREHEAD STREET SUITE 300 CHARLOTTE, NO 28203 ([7043345398 (fJ7043349078 W W W. WKDICKSON.COM NCLICENSENO.F-0 L PRW. MGR.: MR DESIGN BY: KWR DRAWN BY: J L PRO,L DATE: SEP 2020 DRAWING NUMBER: 10OF 14 WKD PROD. NO.'. 20200263001L Figure 17 NOTE: SUBSURFACE HYDROLOGY SOURCE AND CONVEYANCE PLAN TO BE / DETERMINED BY SUBSURFACE ENGINEERS IN THE FIELD. 1 pp1 ( I OD `v CD I I v v� Cn 1 I \ 45 / PROP. I WATERLINE \ (TYP.) C I , OU 1 \ / I PROPOSED STREAM DISTURBANCE ` j 11 II yr i �V / / / --------- -- / PROP. SSMH (TYP.) 1 . PROP. SANITARY r— SEWER (TYP , '$SO' PROP. STORM � S�� / ,` '� i — vV — _ �� ��� V � )\� v v ♦ _ STRUCTURE (TYP.) =_���' ,' ��� _ _ - ♦ `v ` -h- ` -- / PROP. SANITARY SEWER_ - �� EASEMENT —— _ � � 50-STREAMBUFFER 2:1 SLOPEeD WETLAND XX TO BE FILLED (±55 SF) INTERMITTENT STREAM A (10.01 AC) - __,(±1 ,492 LF,±236 LF TO BE FILLED) ( _f =- ----DOWNSTREAM END OF j ';WAIVER STUDY REACHXIV 840 -845 DO N PERMANENT TEMPORARY I A / V-_-�� �,vv VA 50' STREAM BUFFER _ CULVERT#1 120 40 \ \ \� \� --_-_ ��_ - �% _- ---� CULVERT #2 135 40 PROP. SANITARY :ULVERT #3SEWER (TYP.) -WAIVER 2EQUESTED 236 0 ` _�--___---_�_- V A 1 �� -� - PROP.STORM 1 - lu - _- - / A A - - _ PROP. SANITARY SEWER DRAINAGE (TYP.) �1A \\\ t�,p - - - _____- EASEMENT (TYP.) 1 tEAMASEWER CROSSING 0 25 °AMMCULVERT EXTENSION I 35 20 TOTAL 1 526 1 125 LEGEND: ON -SITE STREAM BUFFER WETLANDS STREAM CHANNEL LENNAR WIC DICKSON community infrastructure consultants NOTE: 1. CONTRACTOR SHALL MINIMIZE THE AMOUNT OF TEMPORARY / IMPACTS TO WATERS OF THE U.S. BUT SHALL NOT BE MORE THAN 45 DAYS. / \ 50 0 50 100 SCALE: 1" = 50' D1 1213 W. MOREHEAD STREET SUITE" CHARLOTTE, NO 28203 ([ 70345398 (170O 3 78 W W W.WKDICK OMCOM NCLICENSENO.F-0 74 LU z U m Z LU m X J Q q N Z¢ 10 U O w O Z LU LU Ed z W O z Q Z U U � LU O W m BE CO I- z LU BE LU Z a PRW. MGR.: MR DESIGN BY: MR DRAWN BY: JJL PROI. DATE: SEP 2020 DRAWING NUMBER: 11 OF 14 WKD PROD. NO. 2020026300CL Figure 18 NOTE: SUBSURFACE HYDROLOGY SOURCE AND CONVEYANCE PLAN TO BE DETERMINED BY SUBSURFACE ENGINEERS IN THE FIELD. vv v`v V A vV`vAv`wv v V v♦v�v vAA�vvAAVAv \vvvvAA vv�vwvvvi��wvvvA01) 8 (Zp to �5 v vv�0 815 000MANWE --183 v 182 v A v2.1SLOPE PROP. SANITARY SEWER - i v EASEMENT(TYPJ PROP. SANITARY- 830 SEWER (TYP.) -- mw [[grim ��—Alm— PROP, v vv vv A/ ` WATERLINE !- I I J v J .v A 815 �� AV A v vv A v A\V v \\ (TYP.�_v I- v vv ,co' v _ // 5 805 8� 1 vv `vvv 31 SLOPE 810 / �v�vv /vvvv �I��1vv vvv VAv03v��i'/i �� ��/'�� v- A ` v,��� V A '��i WETLANDS(±101SF) �%/////(�.002AC) /��/v ��� / INTERMITTENT STREAM R I / / / / / / / � / / / / / / / lid '//l�lh AAAV111 1 1 (t�l 67 LF) I 1 / I I ' / / / / / PROPERTY BOUNDARY �P!/// i -� i j� PERENNIAL STREAM (±6.1351) 50' STREAM BUFFER k / LEGEND: ON —SITE STREAM BUFFER WETLANDS E�:] STREAM CHANNEL LENNAM F kWIC WDICKSON community infrastructure consultants NOTE: 1. CONTRACTOR SHALL MINIMIZE THE AMOUNT OF TEMPORARY IMPACTS TO WATERS OF THE U.S. BUT SHALL NOT BE MORE THAN 45 DAYS. 50 0 50 100 SCALE: 1" = 50' MOREHEAD STREET SUITE 388 CHARLOTTE, NO 282 ([ 708 39-5398 (1708 349878 W W W.WKDICK OMCOM NC LICENSE NO.F-03]4 N W Q Z LU 0 Z .QoDq N n d U Q W Q Z U O OLL r,W d 3 , W O Z O2J D_ Q Z BEQ Q Q Z (15 U W m LU z a PRW. MGR.: MR DESIGN BY: MR DRAWN BY: JJL PROI. DATE: SEP 2828 DRAWING NUMBER: 12 OF 14 WKD PROD. NO.'. 2020026300CL Figure 19 PROPOSED STREAM DISTURBANCE v vICo1x IIII�v1v1//IIA\Vvv CID P PERMANENT TEMPORARY UIk'vAvv vv, IQ� CULVERT#1 120 40 A1\AAA 0 CULVERT#2135 40 W / l CULVERT#3 I l OD, V A I -WAIVER 236 0 REQUESTED STREAM A SEWER 1 0 25 CROSSING STREAM M CULVERT 35 20 50' STREAM EXTENSION I V A 1 1 A A 1 TOTAL 526 125 \ 1 \ \V A p II A A \ INTERMITTENT STREAM ASV vv BUFFER-----_i \ II��II 1 \ (±1.492LF) 1 l 1 1 1 i U' II \ / 50' STREAM I I I A l l/ III II A l , A 1 1 1 1 A 1 AV A A I I AVM l BUFFER J �I v A � ( / / / / I I II ����� 11I I I I I I 1/ � v I) � ♦ �� �— � �— ---__— 45—'J I PROP. PUMP / ///I INLET LOCATION �� �/.I 1 AAVAI I \ l \Vv� I � _ If_ —_------ PROP. COFFER DAM (OR APPROVED EQUAL) 840 :'STREAM IMPACT A 25 LF OF Q V , / / / — — TEMPORARY STREAM IMPACT JFOR OPEN- CUT OFPROP. — --�i—V .'—� —�� — it I SANITARY SEWER PROP. SANITARY- — -- / SEWER (TYP.) PROP. 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S'x 15' III RIPRAP APRON_-- v ------------- -------- PROPOSED 23 LF 6' x 6' @ 1.48%CONCRETE / l� BOX CULVERT AND HEADWALL EXTENSION 00(TO BE INSTALLED BY NCDEQ APPROVED ()1 I-,- MEANS AND METHODS) A / 00 00 SO .III ♦ \ IIII / 1 ( �-v Ilillly 11'j��(Ir� NOTE: 1. CONTRACTOR SHALL MINIMIZE THE AMOUNT OF TEMPORARY CTS WATERSOFTHE THAN 45 DAYS. NOT BE MORE L E N N A R THAN 50 0 50 100 FDICKSON community infrastructure consultants SCALE: 1" = 50' MOREHEAD STREET SUITE 388 CHARLOTTE, NO 282 (h]a4339-5398 (170a 78 W W W.WKUCKSOMCDM NC LICENSE NO.F-03]4 W z d U _ IL W Q V Z LU 0 Z _ -::!~� O 0 Q V) N Z U QU Z X U0W =O LLI W Z Og OJ LU Q J a: U Q Q Q zvv g LU ro H W IS U) J Q LU LU IL a PRW. MGR.: MR DESIGN BY: MR DRAWN BY: JJL PROI. DATE: SEP 2020 DRAWING NUMBER: 14OF 14 WKD PROD. NO. 202002)300CL Figure 21 1. UPON COMPLETION OF Sff*$kM CROSSING WOW, CONTRACTOR SHALL BACKFRL AND MECIHANICALLY TAMP (NO SPECIFIC DENSITY) SOILS INTO PLACE AND DRESS 0STURBFa SURFACES 7. BEGL4NING AT A POINT Z' AGOVC WATER SUICFAQ� FLEVATIft GRASS DHSTTIRLTEO AREAS (SEED. FERTILIZER N STRAW MULCH) STREAM BANK. TOP OF RANK ANO 0Im1 AREAS UPLAND CF STWAM & INSTALL COIL FIBER NETMAT STARTING WIMUM W BELOW WATER 9.$VACE ELEVAIION AND ETCTElDPIG A MIN"M 'S' BEYOND TOP OF SAW. MINIMUM SPEOnCARONS FOR CM FRIER NET/UAT AS FOC JM! MIN THICOESS GF 070 INCHES 1002 COCONUT FAR AND WOVEN MTO TRINE AVG WEIGHT OF IO OUNCES/SG, VIO. A, COIN FIBER NET/MAT S CALL BE summIY HiEm IN PLACE TRTH v5E OF WIDOOEN STAKED AND WLRE STAPLES (AS WMED) 5. INSTALL LIVE STAKES BEGCNNINC AT WATER SURFACE Ef.EVATION AND ExTEMMO 2 VERTICAL FTFT UP THE STREAM BANK. SEE LJVE STARE OETA#. FOR ADDITIONAL REGUIRETI%NTS- 6. INSTALL SLT FENCE W/NYRE REINFORiEMENT ALONG TOP OF OANW (AOJACENT TO END OF COIR FIBER NFT/MAT) FOR IMIDIH ❑f MTURBEi1 SOILS WATER 91JRFACE ELEVATION FIGURE NO. 22 CDC LImR NFT/MAT GRASS (SEn, MULCH A FMIXIIE) RENAMING DFSTURBEO STREAM BANK AREAS 4KxUONG TOPS OF BANK (UN" COIR NEI/1AAT) LIVE STAKE (1WLLOWS ❑R - WECI S APPRGVEn RY COWAMC) I M FIRST 74' ABOVE NORMAL 1WVTER SLWA(E ELEVATION R4'L I. LIEE $T1►[ES AW.L BE APPNO]IWATELY 24' 1N LENCII, 2. UVE VANES SHALL HE N LMAMETER AT 1K 4YIL OF PLANTING d UVE STAKES SHALL BE BLACK WALLOW OR SPECIES SPECIFIED BY CCE/DH£C OR CANBIIITAMT N * 4. meryaS SHALL Ei DdiWWT AT THE T%IE M ACOi1NSil100 ^ AND PLAITING AMLI LOCALLY CNOVIN/MARV£STED S, UW STAKES SHALL WE SPACER S O-C. & LIME STAKES DtALL BE FLANTEO A MIND M OF IS' IN CEPTH W11H KO 49RE THAN 4'-S' OF STAKE EXPOSED LIVE ]DETAIL WSTA LL SILT FENCE EKTEAO ❑OCR F1BCR MAT REINFORCED WITH HGG W LEY" TVP DF y,W WE AT TV OF OM14 (ED 1 Hi COIR "W NETIVAT] I . 'AM Rt" (SHUT OR INIVIIIJ ►Y BE USED TO REFORM 'REAM BANK (STA09M), I&- Or NIL SHALL COVER YIREAM OF FACE CIF Rm STACIL !SE OF ROM TO ANCHOR BANK I I I �'-EXTEHO CXW FIRM NETAIAT I - Tx BELOW WA ILA %AFACL &EVAUM 5 O 2.6 5 10 29 O 10 2D VERTICAL GRAPHIC SCALE 11ORMONTAL GRAPHIC SCALE KELLSWATER Cabarrus Co., NC STREAM BANK STABILIZATION DETAIL TYPICAL DETAIL — N.T.S. Drawn By: I Reviewed By: DCK LSR DATE: 8/15/19 C' APPROXIMATE : k PROJECT BOUNDARY E c � f r �+ STUDY LIMITS C*C7 G+r t e COW ow ■� . � I � �'(? . ern.-t s Pot cam CV '+ tME2 • IPVE - • 1 `� P2 t „q e' 4 p C"fi? � Cm1W do Aqi cou!!KT AID CMC2 %ff � *COW r C r +�+47 NRCS Soil Survey Manuscript Catawba County 1975 Acres: Shannon Woods Prepared for: +/- 405 Catawba County, NC Lennar Carolinas LLC FIGURE 4 SOIL MANUSCRIPT MAP Drawn By: Reviewed By: 11/28/18 Subject to USACE/NCDEQ verification DCK LSR . U.S. ARMY CORPS OF ENGINEERS WILMINGTON DISTRICT Action Id. SAW-2019-01016 County: Catawba U.S.G.S. Quad: NC- Denver NOTIFICATION OF JURISDICTIONAL DETERMINATION Requestor: Lennar Carolinas, LLC Zachary Ducey Address: 6701 Carmel Road, Ste. 425 Charlotte, NC 28226 Telephone Number: 980-259-3000 E-mail: zacharv.ducevna,lennar.com Size (acres) 405 Nearest Town Denver Nearest Waterway Reed Creek River Basin Santee USGS HUC 03050101 Coordinates Latitude: 35.5714 Longitude:-81.0545 Location description: The review area is located 1000 feet Northeast of the intersection of Hwy 150 and Hawks Nest Dr. in Catawba County. PIN(s): 368611764118, 368612765273, 368612766364, 368612768534, 368612860666, 368612872371, 368612865522.369605081071.36905082126.368704906578.369717001165.36808997482.369605090747.368611661830. 368611669952,368602770808,368602783188,368602782402,368704800340. Indicate Which of the Following Apply: A. Preliminary Determination ® There appear to be waters, including wetlands on the above described project area/property, that may be subject to Section 404 of the Clean Water Act (CWA)(33 USC § 1344) and/or Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403). The waters, including wetlands have been delineated, and the delineation has been verified by the Corps to be sufficiently accurate and reliable. The approximate boundaries of these waters are shown on the enclosed delineation map dated 5/20/2019 (Revised 07/10/2019). Therefore this preliminary jurisdiction determination may be used in the permit evaluation process, including determining compensatory mitigation. For purposes of computation of impacts, compensatory mitigation requirements, and other resource protection measures, a permit decision made on the basis of a preliminary JD will treat all waters and wetlands that would be affected in any way by the permitted activity on the site as if they are jurisdictional waters of the U.S. This preliminary determination is not an appealable action under the Regulatory Program Administrative Appeal Process (Reference 33 CFR Part 331). However, you may request an approved JD, which is an appealable action, by contacting the Corps district for further instruction. ❑ There appear to be waters, including wetlands on the above described project area/property, that may be subject to Section 404 of the Clean Water Act (CWA)(33 USC § 1344) and/or Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403). However, since the waters, including wetlands have not been properly delineated, this preliminary jurisdiction determination may not be used in the permit evaluation process. Without a verified wetland delineation, this preliminary determination is merely an effective presumption of CWA/RHA jurisdiction over all of the waters, including wetlands at the project area, which is not sufficiently accurate and reliable to support an enforceable permit decision. We recommend that you have the waters, including wetlands on your project area/property delineated. As the Corps may not be able to accomplish this wetland delineation in a timely manner, you may wish to obtain a consultant to conduct a delineation that can be verified by the Corps. B. Approved Determination ❑ There are Navigable Waters of the United States within the above described project area/property subject to the permit requirements of Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403) and Section 404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in 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, including wetlands on the above described project area/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. SAW-2019-01016 ❑ We recommend you have the waters, including wetlands on your project area/property delineated. As the Corps may not be able to accomplish this wetland delineation in a timely manner, you may wish to obtain a consultant to conduct a delineation that can be verified by the Corps. ❑ The waters, including wetlands on your project area/property have been delineated and the delineation has been verified by the Corps. The approximate boundaries of these waters are shown on the enclosed delineation map dated DATE. 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, including wetlands have been delineated and surveyed and are accurately depicted on the plat signed by the Corps Regulatory Official identified below on DATE. 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 project area/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. ❑ The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act (CAMA). You should contact the Division of Coastal Management in Morehead City, NC, at (252) 808-2808 to determine their requirements. Placement of dredged or fill material within waters of the US, including wetlands, without a Department of the Army permit may constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). Placement of dredged or fill material, construction or placement of structures, or work within navigable waters of the United States without a Department of the Army permit may constitute a violation of Sections 9 and/or 10 of the Rivers and Harbors Act (33 USC § 401 and/or 403). If you have any questions regarding this determination and/or the Corps regulatory program, please contact Catherine M. Janiczak at 704-510-1438 or C atherine.M.Janiczak(au sace.armv.mil. C. Basis For Determination: Basis For Determination: See the preliminary jurisdictional determination form dated 2/25/2020. D. Remarks: None. 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 of the Natural Resources Conservation Service, prior to starting work. F. Appeals Information (This information applies only to approved jurisdictional determinations as indicated in B. above) This correspondence constitutes an approved jurisdictional determination for the above described site. If you object to this determination, you may request an administrative appeal under Corps regulations at 33 CFR Part 331. Enclosed you will find a Notification of Appeal Process (NAP) fact sheet and 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: Phillip Shannin, Review Officer 60 Forsyth Street SW, Room 1OM15 Atlanta, Georgia 30303-8801 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 Not applicable. **It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this correspondence.** SAW-2019-01016 Corps Regulatory Official: a.4 Date of JD: 2/25/2020 Expiration Date of JD: Not applicable SAW-2019-01016 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 http://corpsmapu.usace.army.mil/cm_apex/f?p=136:4:0 Copy furnished: Agent: WEPG Leonard S. Rindner Address: 10612-D Providence Road, PMB 550 Charlotte, NC 28277 Telephone Number: 704-904-2277 E-mail: len.rindner(&wetlands-enj!.com NOTIFICATION OF ADMINISTRATIVE APPEAL OPTIONS AND PROCESS AND REQUEST FOR APPEAL Applicant: Lennar Carolinas, LLC, Zachary Ducey File Number: SAW-2019-01016 Date: 2/25/2020 Attached is: See Section below ❑ INITIAL PROFFERED PERMIT Standard Permit or Letter ofpermission) A ❑ PROFFERED PERMIT Standard Permit or Letter of ermission B ❑ PERMIT DENIAL C ❑ APPROVED JURISDICTIONAL DETERMINATION D ® PRELIMINARY JURISDICTIONAL DETERMINATION E SECTION I - The following identifies your rights and options regarding an administrative appeal of the above decision. Additional information may be found at or http://www.usace.army.miUMissions/CivilWorks/RegulatoryProgramandPermits.aspx or the Corps regulations at 33 CFR Part 331. 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 of your 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. • 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 Admilstrative Appeal Process by completing Section II 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 II 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 II of this form and sending the form to the district engineer. This form must be received by the division engineer within 60 days of the date of this notice. E: PRELIMINARY 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. SECTION Jbr REQUEST FOR APPEAL or OBJECTIONS TO AN INITIAL PROFFERED PERMITJM 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. POINT OF CONTACT FOR QUESTIONS OR INFORMATION: If you have questions regarding this decision and/or the If you only have questions regarding the appeal process you may appeal process you may contact: also contact: District Engineer, Wilmington Regulatory Division Mr. Phillip Shannin, Administrative Appeal Review Officer Attn: Catherine M. Janiczak CESAD-PDO Charlotte Regulatory Office U.S. Army Corps of Engineers, South Atlantic Division U.S Army Corps of Engineers 60 Forsyth Street, Room 1 OM15 8430 University Executive Park Drive, Suite 615 Atlanta, Georgia 30303-8801 Charlotte, North Carolina 28262 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. For appeals on Initial Proffered Permits send this form to: District Engineer, Wilmington Regulatory Division, Attn: Catherine M. Janiczak, 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. Phillip Shannin, Administrative Appeal Officer, CESAD-PDO, 60 Forsyth Street, Room 1OM15, Atlanta, Georgia 30303-8801 Phone: (404) 562-5137 PRELIMINARY JURISDICTIONAL DETERMINATION (PJD) FORM BACKGROUND INFORMATION A. REPORT COMPLETION DATE FOR PJD: 2/25/2020 B. NAME AND ADDRESS OF PERSON REQUESTING PJD: Lennar Carolinas, LLC, Zachary Ducey, 6701 Carmel Road, Ste. 425,Charlotte, NC 28226 C. DISTRICT OFFICE, FILE NAME, AND NUMBER: Wilmington District, Shannon Woods PJD, SAW-2019- 01016 D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION: The review area is located 1000 feet Northeast of the intersection of Hwy 150 and Hawks Nest Dr. in Catawba County. PIN(s): 368611764118, 368612765273, 368612766364, 368612768534, 368612860666, 368612872371, 368612865522, 369605081071, 36905082126,368704906578,369717001165,36808997482,369605090747,368611661830,368611669952, 368602770808,368602783188,368602782402,368704800340. (USE THE TABLE BELOW TO DOCUMENT MULTIPLE AQUATIC RESOURCES AND/OR AQUATIC RESOURCES AT DIFFERENT SITES) State: NC County: Catawba City: Denver Center coordinates of site (lat/long in degree decimal format): Latitude: 35.5714 Longitude:-81.0545 Universal Transverse Mercator: Name of nearest waterbody: Reed Creek E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY): ❑ Office (Desk) Determination. Date: ® Field Determination. Date(s): 07/10/2019 TABLE OF AQUATIC RESOURCES INREVIEW AREA WHICH "MAY BE" SUBJECT TO REGULATORY JURISDICTION. Estimated amount of Geographic authority to Type of aquatic Latitude (decimal Longitude (decimal aquatic resources in resources (i.e., which the aquatic resource Site Number review area (acreage 'may be" subject (i.e., degrees) degrees) wetland vs. non - and linear feet, if Section 404 or Section wetland waters) applicable 10/404) Wetland BB 35.56821 -81.05384 0.175 acres Wetland Sec. 404 Wetland X 35.57228 -81.05814 0.58 acres Wetland Sec. 404 Wetland G 35.57584 -81.05954 0.015 acres Wetland Sec. 404 Wetland H 35.57567 -81.05976 0.015 acres Wetland Sec. 404 Wetland 1 35.57557 -81.05992 0.015 acres Wetland Sec. 404 Wetland U 35.57283 -81.05707 0.03 acres Wetland Sec. 404 Wetland V 35.57271 -81.0568 0.02 acres Wetland Sec. 404 Estimated amount of Geographic authority to Type of aquatic aquatic resources in which the aquatic resource Latitude (decimal Longitude (decimal resources (i.e., Site Number review area (acreage 'may be" subject (i.e., degrees) degrees) wetland vs. non and linear feet, if Section 404 or Section wetland waters) applicable 10/404) Wetland P 35.56924 -81.0513 0.025 acres Wetland Sec. 404 Wetland 5 35.56886 -81.05135 0.003 acres Wetland Sec. 404 Wetland C 35.56628 -81.05735 0.01 acres Wetland Sec. 404 Wetland Z 35.5643 -81.06037 0.02 acres Wetland Sec. 404 Wetland Y 35.56407 -81.06074 0.01 acres Wetland Sec. 404 Wetland XX 35.56693 -81.0618 0.01 acres Wetland Sec. 404 Intermittent 35.56693 -81.06178 1300 linear feet Non -wetland Sec. 404 Stream A Intermittent 35.56561 -81.05894 60 linear feet Non -wetland Sec. 404 Stream AA Intermittent 35.57145 -81.05841 300 linear feet Non -wetland Sec. 404 Stream E Intermittent 35.57035 -81.05033 180 linear feet Non -wetland Sec. 404 Stream Q Intermittent 35.56884 -81.05137 95 linear feet Non -wetland Sec. 404 Stream R Intermittent 35.56346 -81.06041 350 linear feet Non -wetland Sec. 404 Stream O Intermittent 35.57203 -81.05774 300 linear feet Non -wetland Sec. 404 Stream W Perennial 35.56291 -81.06392 100 linear feet Non -wetland Sec. 404 Stream N Perennial 35.56323 -81.06397 5000 linear feet Non -wetland Sec. 404 Stream M Perennial 35.57597 -81.06058 900 linear feet Non -wetland Sec. 404 Stream L Perennial 35.57385 -81.06248 5000 linear feet Non -wetland Sec. 404 Stream J Perennial 35.57328 -81.06374 100 linear feet Non -wetland Sec. 404 Stream K Estimated amount of Type of aquatic Geographic authority to Latitude (decimal Longitude (decimal aquatic resources in resources (i.e. which the aquatic resource Site Number degrees) degrees) review area (acreage wetland vs. non - "may be" subject (i.e., and linear feet, if wetland waters) Section 404 or Section applicable 10/404) Perennial 35.56629 -81.05646 110 linear feet Non -wetland Sec. 404 Stream B 1) The Corps of Engineers believes that there may be jurisdictional aquatic resources in the review area, and the requestor of this PJD is hereby advised of his or her option to request and obtain an approved JD (AJD) for that review area based on an informed decision after having discussed the various types of JDs and their characteristics and circumstances when they may be appropriate. 2) In any circumstance where a permit applicant obtains an individual permit, or a Nationwide General Permit (NWP) or other general permit verification requiring "pre- construction notification" (PCN), or requests verification for a non -reporting NWP or other general permit, and the permit applicant has not requested an AID for the activity, the permit applicant is hereby made aware that: (1) the permit applicant has elected to seek a permit authorization based on a PJD, which does not make an official determination of jurisdictional aquatic resources; (2) the applicant has the option to request an AJD before accepting the terms and conditions of the permit authorization, and that basing a permit authorization on an AID could possibly result in less compensatory mitigation being required or different special conditions; (3) the applicant has the right to request an individual permit rather than accepting the terms and conditions of the NWP or other general permit authorization; (4) the applicant can accept a permit authorization and thereby agree to comply with all the terms and conditions of that permit, including whatever mitigation requirements the Corps has determined to be necessary; (5) undertaking any activity in reliance upon the subject permit authorization without requesting an AJD constitutes the applicant's acceptance of the use of the PJD; (6) accepting a permit authorization (e.g., signing a proffered individual permit) or undertaking any activity in reliance on any form of Corps permit authorization based on a PJD constitutes agreement that all aquatic resources in the review area affected in any way by that activity will be treated as jurisdictional, and waives any challenge to such jurisdiction in any administrative orjudicial compliance or enforcement action, or in any administrative appeal or in any Federal court; and (7) whether the applicant elects to use either an AJD or a PJD, the JD will be processed as soon as practicable. Further, an AID, a proffered individual permit (and all terms and conditions contained therein), or individual permit denial can be administratively appealed pursuant to 33 C.F.R. Part 331. If, during an administrative appeal, it becomes appropriate to make an official determination whether geographic jurisdiction exists over aquatic resources in the review area, or to provide an official delineation of jurisdictional aquatic resources in the review area, the Corps will provide an AJD to accomplish that result, as soon as is practicable. This PJD finds that there "may be" waters of the U.S. and/or that there "may be" navigable waters of the U.S. on the subject review area, and identifies all aquatic features in the review area that could be affected by the proposed activity, based on the following information: SUPPORTING DATA. Data reviewed for PJD (check all that apply) Checked items should be included in subject file. Appropriately reference sources below where indicated for all checked items: ® Maps, plans, plots or plat submitted by or on behalf of the PJD requestor: Map: Figure 1 (Dated 05/20/2019 [Revised 07/10/2019])_ ® Data sheets prepared/submitted by or on behalf of the PJD requestor. ® Office concurs with data sheets/delineation report. ❑ Office does not concurwith data sheets/delineation report. Rationale: ❑ Data sheets prepared by the Corps: ❑ Corps navigable waters' study: ❑ U.S. Geological Survey Hydrologic ❑ USGS NHD data. ❑ USGS 8 and 12 digit HUC maps. ® U.S. Geological Survey map(s). Cite scale & quad name: 1:24K Denver NC Quadrangle (1993)_ ® Natural Resources Conservation Service Soil Survey. Citation: Catawba County (1975)_ ® National wetlands inventory map(s). Cite name: Shannon Woods -NWT map_052019_ ❑ State/local wetland inventory map(s): ❑ FEMA/FIRM maps: ❑ 100-year Floodplain Elevation is: (National Geodetic Vertical Datum of 1929) ® Photographs: ®Aerial (Name & Date): Figure 3 (Dated 05/20/2019) or ®Other (Name & Date): Photopages (Dated 01/30/2019 & 05/14/2019) ❑ Previous determination(s). File no. and date of response letter: ❑ Other information (please specify): IMPORTANT NOTE: The information recorded on this form has not necessarily been verified by the Corps and should not be relied upon for later Jurisdictional determinations. Signature and date of R latory staff member completing PJD 2/25/2020 Signature and date of person requesting PJD (REQUIRED, unless obtaining the signature is impracticable)1 1 Districts may establish timeframes for requester to return signed PJD forms. If the requester does not respond within the established time frame, the district may presume concurrence and no additional follow up is necessary prior to finalizing an action. APPROXIMATE MAP Wetland ) (-0.015 acres) 11 } Wetland H (-0.015 acres) Wetland I !I (-0.015 acres) , Perennial Stream L�d (-900 L.F., 0.25 acres) , = - 1p Perennial Stream J (-5000 L.F., 1.7 acres)�` Perennial Stream K 21 de 19 (-100 L.F., 0.03 acres) r, f y..-.._ 22 Wetland U (-0.03 ac.) Stream 16' Form (DPa) 15 Wetland V (-0.02 ac.) a� s' Upland Form (DP2a Intermittent Stream W '- _ Wetland X Wetland Data (-300 L.F., 0.03 acres) j , (-0.58 acres) Form (DPl) 14 ` Intermittent StreamE (-300 L.F., 0.03 acres) DDatad •{ ^�.. \�::.. "`` Intermittent Stream Q to (— 180 L.F., r Intermittent Stream AA 0.02 acres � 1�� %-' f = ) (-60 L.F., 0.006 acres) Intermittent Stream A !! to (-1300 L.F., 0.12 acres) ��i 1 +; •. Wetland XX� (-0.01 acres)� Wetland S 7, �_ - (-0.003 acres) Stream _ Wetland P Form (-0.025 acres) Wetland BB Intermittent Stream R y (-95 L.F., 0.013 acres) r . (-0.175 acres) - : - •�_ 71 Perennial Stream B ram. (-110 L.F., 0.02 acres Perennial ) Stream M - -- ,1. / (-5000 L.F., s �` _ - `• , - ] A '+1 ' Wetland C ' E (-0.01 acres) 3 0 Perennials " Wetland Z t Stream N _ (-0.02 acres) �•i _ (-100 L.F., 0.02 Intermittent Stream O 'y acres) (-350 L.F., 0.03 acres),` ; Wetland Y (-0.01 acres) 0 375 750 1,500 Feet LEGEND 111 Tributary LOCATION ® Wetland Lat: 35.57236 2N Photo location and direction Long:-81.05660 2W Update based on USACE field verification Q Project boundary study limits HUC: 03050101 (Upper Catawba) (07110119) Acres: SHANNON WOODS Drawn by: Reviewed by: FIGURE NO. +/-405 Catawba County, NC JAL, P1K -SR 1 Date: APPROXIMATE WETLAND MAP Prepared For. 05120/19 LENNAR CAROL, NAS, LLC _ Revised USACE FIELD VERIFICATION UPDATE 07/10/19 11230 Carmel Commons Blvd 07110119 For study purposes only: Subject to USACE/NCDEQ verification Charlotte, NC 28226 WEPG Wetlands and Environmental Planning Group Leonard 5. Rindner, PLLC. Threatened / Endangered / Protected Species Evaluation SHANNON WOODS Catawba County, North Carolina Prepared for: Lennar Carolinas, LLC 11230 Carmel Commons Blvd Charlotte, NC 28226 Jeff Levi Biologist Wetlands & Environmental Planning Group Field Evaluated. February, March 2019 & September 2020 Charlotte Office: 10612-D Providence Rd. PMB 550 Charlotte, NC 28277 (704)904-2277 len.rindner@wetlands-epg.com October 22, 2020 www.wetlands-epg.com Asheville Office: 1070 Tunnel Rd., Bldg. I Suite 10. PM 283 Asheville, NC 28805 Shannon Woods Threatened / Endangered / Protected Species Evaluation GENERAL LANDSCAPE DESCRIPTION: The Shannon Woods site is located east of Highway 16, north of Highway 150, along Reed Creek, northwest of Denver, in Catawba county, North Carolina, (Figure 1). It can be found on the Denver USGS Topographic Quadrangle Map at a latitude of 35.5714 N and longitude of 81.0545 W (Figure 2). The site consists of broad ridges with mixed hardwood — pine forest types and forested slopes leading to alluvial forest along Reed Creek and its tributaries. Upland areas along the broad ridges and upper slopes are disturbed with a dense understory. A portion of the site along Highway 150 consists of commercial businesses, a sports field, and agricultural fields with horse barns and homes. The topography is moderately to steeply sloped with the elevation ranging from approximately 800 to 920 feet. Figure 1: Wetlands and Environmental Planning Group 1 Leonard S. Rindner, PLLC. Shannon Woods Threatened / Endangered / Protected Species Evaluation Figure 2: METHODOLOGY: The US Fish and Wildlife Service website https://www.fws.gov/raleigh/species/ cntylist/catawba.html was referenced to determine the potential occurrence of Threatened, Endangered and Protected species for Catawba County, North Carolina, the results of which are listed below (Table 1). Maps and aerial photographs were assembled and the site was field investigated in February and March 2019, and September 2020. 2 Wetlands and Environmental Planning Group Leonard S. Rindner, PLLC. Shannon Woods Threatened / Endangered / Protected Species Evaluation Table 1: Threatened/Endangered/Protected Species listed for Lincoln County County: Catawba, NC *Source: US Fish & Wildlife Service **Data search on December 3, 2018; September 18, 2020 Group Name Status Flowering Dwarf -flowered heartleaf (Hexastylis Threatened Plants naniflora Flowering Schweinitz's sunflower (Helianthus Endangered Plants schweinitzii) Mammals Northern lonq-eared bat (Myotis Threatened septentrionalis) Birds Bald eagle (Haliaeetus leucocephalus) Protected under the Bald and Golden Eagle Protection Act Reptiles Bog turtle (Glyptemys muhlenbergii) Similarity of Appearance (Threatened) Two plant species with federal protection are listed as potentially occurring in Catawba County: • Dwarf -flowered heartleaf (Hexastylis naniflora) listed as Federally Threatened, is typically found in open forests on acidic soils along bluffs and adjacent slopes, and in wet to mesic areas along streams and their adjacent slopes. Many of the remaining populations are very small for this NC/SC upper piedmont endemic. • Schweinitz's sunflower (Helianthus schweinitzii), listed as Federally Endangered, is typically found in open habitats which historically have been maintained by wildfires and grazing bison and elk herds. Now most occurrences are limited to roadsides, woodland and field edges, and utility rights -of -way (ROW). WEPG 3 Wetlands and Environmental Planning Group Leonard S. Rindner, PLLC. Shannon Woods Threatened /Endangered /Protected Species Evaluation Three animal species with federal protection are listed as potentially occurring in Catawba County: • Northern long-eared bats (Myotis septentrionalis), listed as Federally Threatened, roost singly or in colonies underneath bark, in cavities, or in crevices of both live and dead trees during summer months. Males and non -reproductive females may also roost in cooler places, like caves and mines. It has also been found, rarely, roosting in structures like barns and sheds. Northern long-eared bats spend winter hibernating in caves and mines, called hibernacula. • Bald eagles (Haliaeetus leucocephalus), protected by the Bald and Golden Eagle Protection Act, typically inhabit forested areas near large bodies of open water such as lakes, marshes, seacoasts and rivers where there are suitable fish populations and tall trees for nesting and roosting. • Bog Turtles (Glyptemys muhlenbergii), listed as Threatened due to similarity of appearance, live in the mud, grass and sphagnum moss of bogs, swamps, and marshy meadows. These wetlands are usually fed by cool springs flowing slowly over the land, creating the wet, muddy soil needed by the turtles. RESULTS: The site is primarily mixed pine -hardwood forest along ridges and upper slopes with open canopy communities along Highway 150, Wobegone Trail, and agriculture roads and field edges, including small powerline right-of-ways. Alluvial forest with streams and wetlands exist within the valleys below broad ridges. Species lists reflect the seasonality of the survey. The mixed pine - hardwood forest has a canopy which includes Virginia pine (Pinus virginiana), short -leaf pine (P. echinata), loblolly pine (P. taeda), yellow poplar (Liriodendron tulipifera), white oak (Quercus alba), chestnut oak (Q. montana), red oak (Q. rubra), hickory (Carya spp.), red maple (Acer rubrum), sweetgum (Liquidambar styraciflua), and American beech (Fagus grandifolia) in less pine dominated areas along slopes. The subcanopy supports water oak (Q. nigra), black cherry (Prunus serotina), American holly (Ilex opaca), sourwood (Oxydendrum arboretum), transgressives, and eastern red cedar (Juniperus virginiana). Shrubs Chinese privet (Ligustrum sinense) and vaccinium (Vaccinium sp.). The sparse herb layer consists of Christmas fern (Polystichum acrostichoides), running cedar (Diphasiastrum digitatum), cranefly orchid (Tipularia discolor), variable leaf heartleaf (Hexastylis heterophylla), sphagnum WEPG 4 Wetlands and Environmental Planning Group Leonard S. Rindner, PLLC. Shannon Woods Threatened /Endangered /Protected Species Evaluation (Sphagnum sp.), and spotted wintergreen (Chimaphila maculata). Vines include greenbrier (Smilax sp.) and Japanese honeysuckle (Lonicera japonica). The alluvial forest has a canopy that supports American sycamore (P/atanus occidentalis), red maple, sweetgum, yellow poplar, and loblolly pine. The subcanopy includes black willow (Salix nigra), American holly, eastern red cedar, paw paw (Asimina triloba) and transgressives. Shrubs include Chinese privet, multiflora rose (Rosa mu/tif/ora), and strawberry bush (Euonymus sp.). The sparse herb layer includes wild onion, Nepalese browntop (Microstegium Vimineum), chickweed (Stellaria sp.), and Christmas fern. Vines include poison ivy (Toxicodendron radicans), Japanese honeysuckle, and greenbrier. The roadside edges, field edges, and the small powerline right-of-ways do not have a traditional canopy as it is managed by mowing and clearing of woody species. The subcanopy from the adjacent woodlands include Virginia pine, loblolly pine, sweetgum, oak (Quercus sp.), American holly, black cherry, red maple, paw paGIS, and eastern red cedar. Shrubs include Chinese privet, sumac (Rhus sp.), groundsel tree (Baccharis halimifolia), and blackberry (Rubus sp.). Herbs include goldenrod (Solidago spp.), dog fennel (Eupatorium capillifolium), American burnweed (Erechtites hieraciifolius), bush clover (Lespedeza sp.), Queen Anne's lace (Daucus carota), ragwort (Packera sp.), assorted grasses, chickweed (Stellaria sp.), St. Johns wort (Hypericum sp.), evening primrose (Oenothera biennis), aster (Aster sp.), burdock (Arctium sp.), yellow crownbeard (Verbesina occidentalis), beggars ticks (Bidens sp.), bluets (Houstonia sp.), whorled Ioosestrife (Lysimachia quadrifolia), Brazilian vervain (Verbena brasiliensis), pokeweed (Phyto/acca americans), daffodil (Narcissus sp.), periwinkle (Vinca sp.), ragweed (Ambrosia artemisiifolia), rabbit tobacco (Pseudognaphalium obtusifolium), dock (Rumex sp.), ebony spleenwort (Asp/enium p/atyneuron), and crane -fly orchid. Vines include Japanese honeysuckle and greenbrier. Threatened & Endangered/Protected Species Results • All potential habitat for dwarf -flowered heartleaf along wooded ridges and slopes was closely examined. A population of heartleaf exists along the upper slopes of the larger streams on -site. Flowering individuals were observed and a positive identification as Hexastylis heterophylla was made using morphological characteristics unique to this species. No individuals of H. nanif/ora were observed. • All potential habitats for Schweinitiz's sunflower along the power line right- of-ways, roadside and field edges were closely examined. No individuals of Schweinitz's sunflower were observed. WEPG 5 Wetlands and Environmental Planning Group Leonard S. Rindner, PLLC. Shannon Woods Threatened / Endangered / Protected Species Evaluation • Comparing our site location to the USFWS Asheville office's website (http://www.fws.gov/asheville/htmis/project review/NLEB in WNC.html) it appears that the site meets the "exempt" criteria which requires no further action under section 7 or section 9 of the Endangered Species Act for the northern long eared bat. • There is no preferred habitat for bald eagles on the site. No bald eagles were sighted during the survey nor were any nests or nesting activity observed. • The wetland/stream complexes and other wetland areas were examined for the presence of bog turtles. No individuals were observed during the survey nor would any be expected on -site. RECOMMENDATIONS: Based on the results of the field evaluation the review of available data, we see no potential for a `Take' to occur to any of the protected species discussed within this report. WEPG did not identify any protected species occurring on the subject property. No further investigation of the presence of protected species on this site is recommended at this time. Respectfully submitted, Jeff Levi Biologist October 22, 2020 3 Wetlands and Environmental Planning Group Leonard S. Rindner, PLLC. R.S. Webb & Associates Cultural Resource Management Consultants 2800 Holly Springs Parkway, Suite 200 • P.O. Drawer 1319 Holly Springs, Georgia 30142 Phone: 770-345-0706 • Fax: 770-345-0707 October 12, 2020 Mr. David Nelson Lennar Carolinas, LLC 6701 Carmel Road, Suite 425 Charlotte, North Carolina 28226 Subject: Professional Opinion Regarding Potential Project Effects on a Historic Mill Property (Site 2) Located Within the Shannon Woods Development Tract Catawba County, North Carolina R.S. Webb & Associates No. 18-678-009 Dear Mr. Nelson: During the periods of March 19 through 21, April 8 through 15, and April 25 through 26, 2019, R.S. Webb & Associates (RSWA) conducted a cultural resources literature search and field reconnaissance for the 405-acre Shannon Woods development tract in Catawba County, North Carolina. A historic mill site was recorded straddling the north fork of Reed Creek in the west central part of the development tract and it is RSWA's opinion that this archeological resource is eligible for the National Register of Historic Places under Criterion D (archeology) ("Flagged Limits of Mill Site" on attached development plan). Based on RSWA's flagging of the Site 2 boundaries, Lennar Carolinas established limits of disturbance such that Site 2 will not be impacted by proposed project -related disturbances, and with the intention of long-term preservation of this site. Based on the attached development plan, it is RSWA's opinion that Site 2 will not be adversely impacted by project related activities. To reduce the likelihood of inadvertent damage to Site 2 during construction, it is recommended that brightly colored barrier fencing (e.g., "tree save") be established 10 feet outside RSWA's Site 2 boundaries. Once construction is complete, this barrier fencing can be removed. Mr. Nelson, we appreciate the opportunity to work with Lennar Carolina on this project. If you have any questions or comments, please contact me at 770-345-0706. Sincerely, R.S. WEBB & ASSOCIATES A %6 � rl Robert S. (Steve) Webb President and Senior Principal Archeologist Attachment: Shannon Woods Development Plan ID#* 20201491 Version* 1 Regional Office * Mooresville Regional Office - (704) 663-1699 Reviewer List* Alan Johnson Pre -Filing Meeting Request submitted 10/19/2020 Contact Name* Contact Email Address* Project Name* Project Owner* Project County* Owner Address: Amber Lipsky amber.Iipsky@wetlands-epg.com Shannon Woods Lennar Carolinas Catawba Street Address 6701 Carmel Road Address Line 2 Suite 425 aty Charlotte Postal / Zip axle 28226 Is this a transportation project?* r Yes r No State / Province / Pegion NC Country USA Type(s) of approval sought from the DWR: * 401 Water Quality Certification - F 401 Water Quality Certification - Regular Express * Individual Permit F Modification F Shoreline Stabilization Does this project have an existing project ID#?* (-- Yes C No Please list all existing project ID's associated with this projects.* SAW-2019-01016 Do you know the name of the staff member you would like to request a meeting with? Alan Johnson Please give a brief project description below.* The forthcoming PCN will include a request for Nationwide Permit 29 associated with the proposed Shannon Woods residential development in neat 5776 Woebegone Trail, Maiden, Catawba County, NC. The site consists of fifteen streams and thirteen wetlands. An approved jurisdictional determination was submitted and field verified on . Proposed permanent impacts include a total of -250 linear feet of stream and 0.035 acres of wetland for road crossings. Please give a couple of dates you are available for a meeting. 11 /2/2020 Please attach the documentation you would like to have the meeting about. Shannon Woods site overview.pdf 872.49KB pdf only By digitally signing below, I certify that I have read and understood that per the Federal Clean Water Act Section 401 Certification Rule the following statements: This form completes the requirement of the Pre -Filing Meeting Request in the Clean Water Act Section 401 Certification Rule. 1 understand by signing this form that I cannot submit my application until 30 calendar days after this pre -filing meeting request. 1 also understand that DWR is not required to respond or grant the meeting request. Your project's thirty -day clock started upon receipt of this application. You will receive notification regarding meeting location and time if a meeting is necessary. You will receive notification when the thirty -day clock has expired, and you can submit an application. Signature Submittal Date 10/19/2020