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HomeMy WebLinkAbout20190835 Ver 1_PCN Form Submission_20190619DR 02*10n of Water R"Ourc" Pre -Construction Notification (PCN) Form September 29, 2018 Ver 3 Initial Review Has this project met the requirements for acceptance into the review process?* r Yes r No Is this project a public transportation project?* r Yes r No Change only if needed. BIMS # Assigned * Version#* 20190835 1 Is a payment required for this project?* * No payment required What amout is owed?* * Fee received r $240.00 r Fee needed - send electronic notification r $570.00 Reviewing Office* Select Project Reviewer* Raleigh Regional Office - (919) 791-4200 Stephanie Goss:eads\szgoss Information for Initial Review 1a. Name of project: Moon Pine Agroforestry Development 1a. Who is the Primary Contact?* Robert Tucker 1 b. Primary Contact Email:* bobby@bodhilandanddesign.com Date Submitted 6/19/2019 Nearest Body of Water Mud Lick Creek Basin Cape Fear Water Classification WS -III Site Coordinates Latitude: 35.835948 A. Processing Information County (or Counties) where the project is located: Chatham Is this project a public transportation project?* r Yes r No Longitude: -79.424739 1a. Type(s) of approval sought from the Corps: V Section 404 Permit (wetlands, streams and waters, Clean Water Act) F Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act) 1 b. What type(s) of permit(s) do you wish to seek authorization? P Nationwide Permit (NWP) F- Regional General Permit (RGP) r- Standard (IP) 1c. Primary Contact Phone:* (919)200-3387 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: P 401 Water Quality Certification - Regular F Non -404 Jurisdictional General Permit F Individual Permit 29 - Residential Developments 1e. Is this notification solelyfor the record because written approval is not required? For the record only for DWR 401 Certification: For the record only for Corps Permit: F 401 Water Quality Certification - E)press F 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 19. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts? r• Yes r- No Acceptance Letter Attachment 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? Q Owner r Applicant (other than owner) 1e. Is there an Agent/Consultant for this project? C Yes r- No 2. Owner Information 2a. Name(s) on recorded deed: High Clover Land Company, LLC 2b. Deed book and page no.: 1949,0753 2c. Responsible party: Robert Tucker 2d. Address Street Address 1300 Silk Hope -Liberty Road Address Line 2 CKY Siler City Postal / Zip Code 27344 2e. Telephone Number: (919)200-3387 2g. Email Address:* bobby@bodhilandanddesign.com C. Project Information and Prior Project History 1. Project Information State / Rovince / Fbgion NC Country U.S. 2f. Fax Number: r- Yes r No r- Yes r No 1b. Subdivision name: (d appropriate) 1c. Nearest municipality/town: Siler City 2. Project Identification 2a. Property Identification Number: 000655 2c. Project Address Street Address 0 Moon Lindley Road Address Line 2 City Siler City Postal / Zip Cade 27344 3. Surface Waters 3a. Name of the nearest body of water to proposed project:* Mud Lick Creek 3b. Water Resources Classification of nearest receiving water:* WS -III 3c. What river basin(s) is your project located in?* Cape Fear 3d. Please provide the 12 -digit HUC in which the project is located. 030300030502 4. Project Description and History 2b. Property size: 57 State / Province / Region NC Country U.S. 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:* The entire 57 acre parcel contains a 15 -year old loblolly pine plantation. The drainage area to the north (which comprises the majority of the drainage area to the stream crossing) is primarily open cattle pasture. A USGS blue -line stream bi-sects the property, and an ephemeral channel containing adjacent jurisdictional wetlands intersects the property in the southwest corner. 4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past?* r Yes G No r Unknown 4d. Attach an 8 1/2 X11 excerpt from the most recent version of the USGS topographic map indicating the location of the project site. (for DWR) NC_Crutchfield_Crossroads_20160608_TM_geo. pdf 25.89MB 4e. Attach an 8 1/2X11 excerpt from the most recent version of the published County NRCS Soil Survey map depicting the project site. (for DWR) NRCS_Soil Map.pdf 753.48KB 4f. list the total estimated acreage of all existing wetlands on the property: 0.3 4g. List the total estimated linear feet of all existing streams on the property: 2,130 4h. Explain the purpose of the proposed project:* The purpose for the stream/wetland impacts are to provide access to a conservation -based minor subdivision of four, 1.5 -acre lots, while the remaining land in the 57+ acre tract will be permanently maintained as forestry and agro-forestry operations. The purpose of the overall project is to pilot an alternative land development model that allows for compact/clustered residential lots while permanently preserving 85%+ of the total land area in regenerative -based agriculture systems (e.g., managed -intensive grazing, agroforestry, diversified forestry, native perennial cash crops). 4i. Describe the overall project in detail, including indirect impacts and the type of equipment to be used:* The project includes approximately of 2000 If of new roadway (12' -wide gravel, 30' ROW) extending from Siler City -Snow Camp Road to the clustered lot area. Equipment utilized will be skidders for tree removal within the ROW, backhoe, bulldozer/mini-excavator,a skid -steer, and off-road dump trucks. A small amount of off-site fill will be required to cover the culverts at both wetland/stream impact areas. At wetland impact #1, one (1) 15" culvert will be installed at grade along the low elevation of the wetland area (including pipe bedding) and covered with compacted backfill and a 6" gravel road bed. At wetland impact #2/stream impact #1, four (4) 18" HDPE pipes will be installed to convey runoff up to the 50 -yr event (one pipe in the main channel, and three pipes in the floodplain bench). The inverts for the main channel culvert will match existing channel elevations, while the three floodplain pipes will be installed approximately 6" below existing elevation with a small, rip rap pool on the upstream end. All four pipes will discharge to a rip rap -armored outlet apron to help dissipate energy from the concentrated culvert flows. Small boulder walls will be used for slope -armoring around the pipe ends to minimize impact area and help protect two adjacent hardwood trees. 4j. Please upload project drawings for the proposed project. C-2_Site_Plan.pdf 16.46MB C-3_Stream_Crossing.pdf 346.75KB 5. Jurisdictional Determinations 5a. Have the wetlands or streams been delineated on the property or proposed impact areas?* r Yes f No f 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: 5c. If 5a is yes, who delineated the jurisdictional areas? Name (if known): Andy Williams Agency/Consultant Company: US Army Corp of Engineers Other: 5d. List the dates of the Corp jurisdiction determination or State determination if a determination was made by the Corps or DWR January 31, 2019 Sd1. Jurisdictional determination upload 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? No D. Proposed Impacts Inventory 1. Impacts Summary 1a. Where are the impacts associated with your project? (check all that apply): V Wetlands R Streams -tributaries r Buffers r- Open Waters r- Pond Construction 2. Wetland Impacts Reason (?) 2b. Impact type * (?) 2c. Type of W. 2d. W. name * 2e. Forested * 2f. Type of 2g. Impact Jurisdicition*(?) area* 1 Culvert P Unknown W1 Yes Fps 0.020 (acres) F-A Culvert 2g. Total Temporary Wetland Impact 0.000 2g. Total Wetland Impact 0.025 2h. Comments: 3. Stream Impacts . Total stream and ditch impacts: 48 31 2g. Total Permanent Wetland Impact 0.025 F 3a. Reason for impact (?) 3b.lmpact type * 3c. Type of impact* 3d. S. name * 3e. Stream Type * 3f. Type of width * 3h. Impact (?) Jurisdiction* length* S1 Culverted road crossing Permanent Culvert S1 fftt777] . Total temporary stream impacts: 0 Both � 48 Average (feet) (linear feet) 31. Total jurisdictional ditch impact in square feet: 0 31. Total permanent stream impacts: 48 31 P Unknown W2 Yes Corps 0.005 (acres) 2g. Total Temporary Wetland Impact 0.000 2g. Total Wetland Impact 0.025 2h. Comments: 3. Stream Impacts . Total stream and ditch impacts: 48 31 2g. Total Permanent Wetland Impact 0.025 F 3a. Reason for impact (?) 3b.lmpact type * 3c. Type of impact* 3d. S. name * 3e. Stream Type * 3f. Type of width * 3h. Impact (?) Jurisdiction* length* S1 Culverted road crossing Permanent Culvert S1 fftt777] . Total temporary stream impacts: 0 Both � 48 Average (feet) (linear feet) 31. Total jurisdictional ditch impact in square feet: 0 31. Total permanent stream impacts: 48 31 3j. Comments: E. Impact Justification and Mitigation 1. Avoidance and Minimization 1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project: The road layout was sited to reduce environmental impacts through minimized road/ROW widths, extenuated flow paths for peak flow reduction, and siting as close to the adjacent property (open pasture) to preserve continuity in forested stream conditions as possible. Proposed lots and house locations were based on the minimum allowable lot areas, setbacks, and road frontages to reduce land clearing and impervious areas. A community well and drainfield are proposed to minimize tree clearing and the extent of onsite utility impacts. Commercial -scale rainwater harvesting will be utilized within the "village" area to further manage storm flows. The remainder of the property will be transitioned from loblolly pine to mixed -hardwood savanna to increase ecological diversity and ecosystem processes. 1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques: Foremost, the logging/grading contractor was selected based on competence for environmentally -sensitive construction. Clearing areas will be limited to the proposed ROW and building locations. Logging debris will be chipped on site and utilized to stabilize the road shoulders, drainage swales, and remaining disturbed areas immediately upon completion of finished grading operations, in addition to other sediment and erosion control practices approved as part of the E&SC permit (e.g., straw wattles, silt fence). At the stream crossing, tree protection fencing will be utilized to protect adjacent specimen trees to the extent practical. The applicant will perform daily site inspections to ensure that construction activities meet the site protection goals and permit requirements. The applicant will also help with the construction of the stream culverts to ensure successful installation. 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 2b. If this project DOES NOT require Compensatory Mitigation, explain why: Project impacts do not exceed the minimum thresholds for compensatory mitigation requirements. 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? l' Yes r No If no, explain why: The project is not included in any of NC's Riparian Buffer Protection watersheds. 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 15A NCAC 02H .1003(2)? r Yes r No 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 (15ANCAC 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. This project is one-time impact to install road access to 4 -lot home cluster. Each lot will be 1.5 acres and include one home site each. The remaining property will be permanently preserved via protective covenants as mixed forestry and agroforestry systems. No further subdivision or permanent road access Will be allowed. 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. All home sites will be served by an off-site community septic and disposal system on the main farrrforestry property. The design flow is 1800 gpd and shall be permitted as a shallow conventional system with pressure manifold dispersal. 5. Endangered Species and Designated Critical Habitat (Corps Requirement) Sa. 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 5e. Is this a DOT project located within Division's 1-8? r Yes r No 5f. Will you cut anytrees in order to conduct the work in waters of the U.S.? r Yes r No 59. 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 5i. 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? USACE map of NC Significant Natural Heritage Areas; USFWS Endangered Species, Threatened Species, Federal Species of Concern, and Candidate Species list for Chatham County, NC Consultation Documentation Upload 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?* NOAA EFH mapper 7. Historic or Prehistoric Cultural Resources (Corps Requirement) 7a. Will this project occur in or near an area that the state, federal or tribal governments have designated as having historic or cultural preservation status?* r Yes r No 7b. What data sources did you use to determine whether your site would impact historic or archeological resources?* NC State Historic Preservation Office HPOWEB GIS Service; NC listings in the National Register of Historic Places for Chatham County. 7c. Historic or Prehistoric Information Upload 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?* Chatham County staff review, County GIS data; FEMA flood map #10876400J Miscellaneous Comments Miscellaneous attachments not previously requested. Parcel 655 - Riparian Buffer and Floodplain Report.pdf 1.64MB Signature m By checking the box and signing below, I certify that: • 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: Robert Smith Tucker Signature Date 6/19/2019 v WATERSHED PROTECTION DIVISION Environmental Quality Department CHATHAM COUNTY P.O. Box 548 NORTHCAROLINA Pittsboro, NC 27312 PHONE: (919) 545-8394 Fax: (919) 542-2698 • E-mail: drew.blake@chathamnc.org • Website: www.chathamnc.org October 11, 2017 Robert Tucker 1300 Silk Hope Liberty Road Siler City, NC 27344 Project Name: Subdivision of Parcel # 655 Location: Moon Lindley Road/Silk Hope Liberty Road Subject Features: No features Dear Mr. Tucker, Based on information which you provided on the Riparian Buffer Review Application, submitted on October 4, 2017, staff within the Watershed Protection Division of the Chatham County Environmental Quality Department completed a Riparian Buffer Review in accordance with Chatham County Watershed Protection Ordinance Section 304(B) Field Delineations. This Riparian Buffer Review was completed for the eastern portion of an existing 57.0 -acre tract currently identified as Parcel# 655 that is located outside of the Jordan Lake watershed. Summary of Findings Drew Blake completed the site review on October 11, 2017. No features subject to riparian buffers were found within the reviewed area; however, one feature is shown on the USGS and NRCS maps within the remaining portion of the parent tract. This feature is subject to a 50 -ft buffer (at minimum) in accordance with the 1994 Chatham County Watershed Protection Ordinance. Should this property be further subdivided in the future additional buffers may apply. Any impacts to this feature will also require additional consultation with Chatham County, NC Division of Water Quality, and the US Army Corps of Engineers. The following documents attached herein are provided for your records. If surface water features were observed during the site review and were described above, exhibit 2 must be provided to the surveyor on record and all features and required buffers described above must be indicated on the property survey which should be provided to Ms. Kim Tyson (Land Use Administrator) for review. This on-site determination shall expire five (5) years from the date of this letter. Landowners or affected parties that dispute a determination made by Chatham County, on parcels outside of the Jordan Lake watershed, may submit a request for appeal in writing to the Watershed Review Board. A request for a determination by the Watershed Review Board shall be made in accordance with Section 304 of the Chatham County Watershed Protection Ordinance. Landowners or affected parties that dispute a determination made by Chatham County, on parcels inside the Jordan Lake watershed, shall submit a request for appeal in writing to NC WATERSHED PROTECTION DIVISION Environmental Quality Department CHATHAM COUNTY P.O. Box 548 NORTHCAROLINA Pittsboro, NC 27312 PHONE: (919) 545-8394 Fax: (919) 542-2698 • E-mail: drew.blake@chathamnc.org • Website: www.chathamnc.org DWR, 401 & Buffer Permitting Unit, 1650 Mail Service Center, Raleigh, NC 27669-1650 attention of the Director of the NC Division of Water Quality. Should this project result in any direct impacts to surface water features (i.e., crossing and/or filling streams or wetlands) additional reviews may be necessary. Additionally, a Section 404/401 Permit may be required. Any inquiries regarding Section 404/401 permitting should be directed to the Division of Water Resources (Central Office) at (919)-807-6364 and the US Army Corp of Engineers (Raleigh Regulatory Field Office) at (919)-554-4884. Respectfully, Olw &ia Drew Blake Watershed Specialist WATERSHED PROTECTION DIVISION Environmental Quality Department CHATHAM COUNTY P.O. Box 548 NORTHCAROLINA Pittsboro, NC 27312 PHONE: (919) 545-8394 Fax: (919) 542-2698 • E-mail: drew.blake@chathamnc.org • Website: www.chathamnc.org Table of Contents Site Report/Analysis — Summary of Chatham County staff findings ..................................... Page 4 Exhibit 1 — Map indicating area reviewed by Chatham County staff ..................................... Page 5 Exhibit 2 — Aerial photograph indicating review area ....................................................... Page 6 NRCS Map — National Resources Conservation Service Soils Map of property ........................ Page 7 USGS Map — United States Geological Survey Topographic Map of property ......................... Page 8 Chatham County Floodplain Application..................................................................... Page 9 FEMA Map — Federal Emergency Management Agency Floodplain Map of property ............... Page 10 Chatham County Riparian Buffer Application.............................................................. Page 11 Authorization to Enter Property Form....................................................................... Page 12 Receiptof Payment............................................................................................. Page 13 For additional questions regarding the Watershed Protection Ordinance or Riparian Buffers please contact: Ms. Rachael Thorn — Watershed Protection Supervisor Chatham County Environmental Quality Department P.O. Box 548 Pittsboro, NC 27312 Phone: (919) 545-8343 Email: rachael.thorn(&chathamnc.org For additional questions regarding the Minor Subdivision process please contact: Ms. Kimberly Tyson — Land Use Administrator Chatham County Planning Department P.O. Box 54 Pittsboro, NC 27312 Phone: (919) 542-8283 Email: kimberly.tysonAchathamnc.org For additional questions regarding soils and sanitary/septic systems please contact: Ms. Anne Lowry Chatham County Environmental Health Department P.O. Box 130 Pittsboro, NC 27312 Phone: (919) 545-8310 Email: anne.lowry@chathamnc.org I11 CHATHAM COUNTY NORTH CAROLINA 77`1 FOR OFFICE USE ONLY Riparian Buffer Application Date: 10/4/17 owner Name: High Clover Land Company Agent Name: Robert Tucker Parcel #:655 Number of lots proposed: 4 Original parent tract acreage: 57.0 Received by staff member. KT 1 >1-- I- T Z-4. ® Fee $ 250'00 Paid with: ❑ Cash Land & Water Resources Division Environmental Quality Department Phone: (919) 545-8394 Planning Application (PL#): 20171639 IN Completed Tract Information Form X❑ Copy of Plat ® Signed Right to Enter Form 0 Signed Owner's Agent Designation Form Site Review Completed on (Date): Number of acres remaining: _ Assigned to staff member: DB ® Check # 1049 ❑ Credit Card 10/11/17 Staff Initials: D B Reviewed the eastern half of the property including the proposed septic areas and lot locations. No features requiring buffers were Findings: found within the reviewed area; however, one feature is shown on the USGS and NRCS map of the remaining property. This feature is subject to a minimum of a 50 -ft buffer on both sides in accordance with the 1994 Watershed Protection Ordinance. Should the remaining portions of the be subdivided further this feature may be subject to wider buffers under the subdivision process. Applicant contacted to mail or pickup (date): Staff Initials: Returned to applicant via: ❑ Mail ® Email ❑ Pickup Date: 10/11/17 Initials: DB Minor Subdivision Packet to Applicant: ❑ Yes ❑ No Date: Initials: Sent to Surveyor/Consultant: ❑ Email ❑ Pickup Office Review Completed on: Minor Subdivision approved: Riparian buffers on plat approved by staff: Date: Initials: Initials: Initials: Initials: Exhibit 1 w.W'v MWI„at,72 WI IF .771 + Area reviewed by Drew 11 it. A Blake on 10/11/17. No Y` features found within }5 ' reviewed area. r• � , Y' f ` ► :A it r a� pyo, ?�} fir P� a 0 x MOON VINDLEY RD N Feet 0 237.5 475 Service Layer Credits: NC911, Chatham County, Chatham County GIS Chatham County, Chatham County GIS Date: 10/9/2017 Time: 1:50:06 PM f�1 CHATHAM COMM NORTH {ARDLINA Exhibit 2 This feature is subject to Area reviewed by Drew' a riparian buffers in Blake on 10/11/17. No !' accordance with the 1994 features found within Watershed Protection 4� reviewed area. �. Ordinance. ' a A r4 65 6 46 I 4i , Q FLI RID�e MOON LINDLEY RD � 10 � � yam' Qo�mek o 0s zoda�o on e 'C yeti o � Legend Riparian Transition Points Other Review Corners Review Boundaries Parcels Service Layer Credits: NC911, Chatham County, Chatham County GIS Chatham County, Chatham County Feet 0 237.5 475 N, CHATHAM COUi4'"I'Y NORTH CARDCINA Date: 10/11/2017 Time: 1:25:36 PM V r� u NRCS Vv L c - ' ~ y 5:� 5i Aral, I• 40 fr2 6 6 46 b.. 1 6 54 4f k � Q U :a X49 o SILK � '�'S z z s� LIBER � � MOON VINDLEY RD N Feet 0 237.5 475 Service Layer Credits: Chatham County, Chatham County GIS NRCS, Chatham County, Chatham County Date: 10/9/2017 Time: 1:49:28 PM CHATHAM COIIN`TY NORTH {ARDLINA 63$ 637 7772 it _,/G3 636 USGS 7.10876600) 83224 i 6.5098 76400) 630; 11 7#673 626 41) 10 648 ■� r 646 � Q U d gJ � C Q // a oSILK ,�, A(rn z z s� LIBER P� O MOON 0 VINDLEY RD N Feet 0 237.5 475 Service Layer Credits: USGS, Chatham County, Chatham County GIS Chatham County, Chatham County GIS Date: 10/9/2017 Time: 1:48:42 PM CHATHAM COUNTY N0FLI'11 CAFLOLENA IL 20171(0 CIIA71 IAM COUN'rl - -- ��� APPLICATION FOR FLOOD PLAIN DETERMINATION CA CC Chatham County, North Carolina Applicant Information: Landowner Information: Name Ro6-ert- ia"" Name (If different from Applicant) Address 100 Sr. K I` P' -la. -t" i' i S -tr G ii 7 3L11 BEST Contact Number: ( q1q ) - aal, 338-7 Location of Property: II Property Address MoosA L, �, J -ex �cf. Lot Number AyjjR : 6 55 Subdivision Proposed Work (check one): ❑ Residential Construction ❑ Land Purchase ❑ Site Evaluation (Perc Test) ❑Subdivide (See Planning Staff if this is selected) ❑ Well ❑ Septic Repairllnstaliation 00ther Additional Information: Will property be used for a non-residential purpose? ❑ Yes Vi If yes, See Planning Staff PLEASE READ AND SIGN Please attach a drawing of the property showing the location of the development activity, the 100 -year flood plain, the distance to a stream or river and other information necessary to accurately locate the development activity on the property in relationship to the floodable areas and property lines. The information shown for office use only is based on the location of the property and development as provided by the applicant. The information shown is based on regulations in effect to date. A determination of permit approval will be evaluated based on the permit application submitted and the regulations in effect at the time. I hereby certify hat I am ma ing this application for the landowner or myself and th t th 3 rmation given is correct to the best of my knowledge. Applicant/Landowner (Please Print) Applicant/Landowner Signature Date For Office Use Only Is there a "T" code in Parcel Type?—] Yes No If yes, see Planning Staff for assistance. Parcel ID#: 5' Acreage: 17, 0 Jordan Lake Watershed ❑Yes No Year Lot was created: i1vv,49- Watershed District: CJS, Zoning District/CUP: Flood Plain Information Riparian Buffer Information Select one of the boxes below based on the information provided by Applicant: Flood Map37 11 d�7!!U1-i� 14— V!!2414— ❑Lot created before 1 /2 312 008 and not a subdivision of land: s# Zone ff in Jordan Lake Watershed: use the USGS Topo and NRCS Soil Survey to look for streams and ponds to buffer with a 50 foot buffer. Identify "Rivers" on USGS Topo only for 100 ft buffers. No Map Date: 2-2-2007 or ephemerals. ❑ Stream(s) with 50' Buffer ❑ Ponci with 50' Buffer ❑ River or stream within 2500 feet of The development activity is within 100 River with 100' Buffer feet of the 100 -year flood plain? Not in Jordan Lake Watershed: use USGS Topo only. ❑ Stream(s)with 50' Buffer ❑ River or stream within 2500 feet of River with 100' Buffer ❑ Yes Ll No ❑ Uncertain If "Yes" or "Uncertain," talk to Parcel will be subdivided: Talk to Planning Staff. Needs Riparian Buffer Review by EQ Staff. Environmental Quality Director. ❑Lot (over 10 acres in size) created after 1/2312008 and no Riparian Buffer Review on file or In Flood Plain Elevation Cityview: must have Riparian Buffer Review by EQ Staff prior to building permit. Refer to Planning Staff. The elevation of the development ❑Lot funder 10 acres in size) created after 1/2312008: Riparian Buffer Review should already be completed. See survey or Cityview. Check for "T" code! activity is �,_,� Kl�� 0' ]"IC Y Riparian Buffer Review required by EQ Staff? � Yes ❑ No, if yes send to Subdivision Administrator ADDITIONAL COMMLNTS: 4 County Staff Signature -- Date -�OA 4117 Revised 03/26/2014 Floodplain Map N Feet 0 237.5 475 Service Layer Credits: NC911, Chatham County, Chatham County GIS Chatham County, Chatham County GIS CHATHAM COMM NORTH {ARDLINA Date: 10/9/2017 Time: 1:50:38 PM P� �Q z a Q U -Z� J MOON VINDLEY RD � d Q9 oSILKA 7 O z 2 t no s� LIBER Cn P AO z TOlk x � x m d d N Feet 0 237.5 475 Service Layer Credits: NC911, Chatham County, Chatham County GIS Chatham County, Chatham County GIS CHATHAM COMM NORTH {ARDLINA Date: 10/9/2017 Time: 1:50:38 PM CI-[ATHAM COUNTY N O R T ]i C ARD 1.1 NA LAND & WATER RESOURCES DIVISION Environmental Quality Department PHONE: (91.9) 545-8394 Tract Information: Website: www.chathamnc.org Riparian Buffer Re view Application SURFACE WATER IDENTIFICATION REQUEST **Use only for projects 25 acres or less and 5 lots or less** Parcel Identification Number(s) (AKPAR) Total Acreage (area to be reviewed must be 25 acres or less): `'' -7 oc T -CS Total number of new lots: 9 l Watershed District (and name of creek if known): Property Owner: t dovefi WSJ /n n Location/ Physical Address of Tract: d Moon t"Jf/ Driving Directions from Pittsboro: Subdivision Name (if applicable): tf'�) 1f�'f4t • #NFA �! le' cil ?,III= 1, la t u 6S Owner's 1 Agent's Contact Information: Name: Rvb-er'� l CL,r Contact Phone Numbers: (h) (w) E-mail: (e boll �110AJCk?X1 JfStgyl I LagIVN Mailing Address: 13n0 .SilkO�e,L,�e�-�, rQ�. S�Icr G y . IVC a73g9 (c) q, q. :A0io, � � q' Please check one: ❑ 1 would like to pick up the completed Riparian Buffer Review at the County Office ❑ I would like the completed Riparian Buffer Review mailed to me iI would like the completed Riparian Buffer Review e-mailed to me Please include with this re est: Copy of Plat ( e& - quJ) Signed Right to Enter Property Form Signed Owner's Agent Designation Form (if applicable) Fee (make checks payable to Chatham County) $50.00 Administrative fee plus $50.00 per lot. Total paid: $ have read and understand the regulations of the Watershed Protection Ordinance, Section 304, and I agree to adhere to these assn ted o1i�,.s and guidelines herein. Owner/Agent Signature: o'' 1-L— ­ Applications can be mailed to: Planning Dept., PO Box 54, Pittsboro, NO 27312 For Questions, please contact: Lynn Richardson at 919-542-8207 LAND & WATER RESOURCES DIVISION Environmental Quality Department CHATHAM COUNTY NORTH CAROLINA PHONE: (919) 545-8394 website: www.chathamnc.org Authorization to Enter Property Form Date: - 3 C71 ? PARCEL No. (AKPAR) 1655- I, (print name) R Ob el,+ ' • as owner of the property described above, or as a representative of the owner(s) do hereby convey permission to Chatham County staff to enter the property at their convenience to conduct a surface water identification (SWID) necessary to determine whether or not water features on my property are subject to the riparian buffer regulations described in Section 304 of the Chatham County Watershed Protection Ordinance. The SWID will be public record and on file at the Planning and Environmental Quality Departments, and may be requested in the future for review by interested parties. I understand that stream delineations for the property listed above will be made by County staff only once and that if future subdivisions are proposed within this property boundary, it will require a surface water identification by a private consultant at the property owner's expense. (Print Owner's Name) (Signature of Owner) (Date) (Print Authorized Agent Name) (Signature of Authorized Agent) (Date) cHASHAMCatrfrr 1'Ai dl.l'wh T Receipt Number: Receipt Date: Date Paid: Full Amount: Payment Details: Amount Tendered: Change / Overage: Contact: Parcel #: FEE DETAILS: Fee Description Floodplain Permit Fee Riparian Buffer Fee Chatham County RECEIPT OF PAYMENT 20176636 10/04/2017 10/04/2017 $270.00 Payment Method Check Check Amount Tendered Check Number $250.00 1049 $20.00 1094 $270.00 $0.00 TUCKER ROBERT S, Address: 1300 SILK HOPE LIBERTY RD Payment Received By: Kimberly Tyson Reference Number Amount Owing Amount Paid PL20171639 $20.00 $20.00 PL20171639 $250.00 $250.00 If you have any questions please contact the appropriate department at the number listed below: Central Permitting 919-542-8230 Planning Department 919-542-8204 Environmental Health 919-542-8208 Environmental Quality 919-545-8343 i EXISTING STREAM CL , N / / I , I � WETLAND BOUNDARY 0.014 AC TOTAL \ 0.005 AC IMPACTED \ I I I 1 (3) 18" HDPE DUAL WALL PIPES LENGTH = 20' INV IN = 640.0' INV OUT = 639.5' q0.5 / /Rlw�/ R/W —� RNV RM� RVR/W R/W — R/W M/?J MRi MRS 12' WIDE CONCRETE SPILLWAY 6" THICK, RIPRAP OUTLET PROTECTION 642 •�1 636 N N T R/W �� R/W 1 I I 1 I \ SL -2 \ 1 18" HDPE DUAL WALL PIPE _( ) W/ PRECAST HEADWALLS LENGTH = 20' INV IN = 640.0' INV OUT = 639.5' — MRi MR1 I SL.3 STA. 0+95.28 SL -3 PLAN VIEW F - Z — U) W W a�a Z 0 J OBJ 00> EL V. 639.5' A i M/?J MRi MRS 12' WIDE CONCRETE SPILLWAY 6" THICK, RIPRAP OUTLET PROTECTION 642 •�1 636 N N T R/W �� R/W 1 I I 1 I \ SL -2 \ 1 18" HDPE DUAL WALL PIPE _( ) W/ PRECAST HEADWALLS LENGTH = 20' INV IN = 640.0' INV OUT = 639.5' — MRi MR1 I SL.3 STA. 0+95.28 SL -3 PLAN VIEW -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 M/2i 645 +50 0+00 1+00 •-• •� • 642 •�1 636- PROFILE STREAM CROSSING - VERT SCALE 1" = 2' SL.1 STA. 0+60.87 645 N N + LU 640 J Q 635 1+22 F - Z — U) W W a�a Z 0 J OBJ 00> EL V. 639.5' i OF R ADW AY RIPRAP PROTECTION OUTLET bvi ELE = 64 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 M/2i 645 +50 0+00 1+00 •-• •� • 642 •�1 636- PROFILE STREAM CROSSING - VERT SCALE 1" = 2' SL.1 STA. 0+60.87 645 N N + LU 640 J Q 635 1+22 0 5 10 20 648 SCALE: 1" = 10' (HORIZ. SCALE: 1" = 2.5' 646-- 46-- 642- 642- 640 640 640 636 -40 -35 -30 -25 -20 -15 -10 -5 0 640 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 636 SL.2 STA. 0+74.70 F - Z — U) W W a�a Z 0 J OBJ 00> a TOP OF R ADW AY ELE = 64 .9 N T . ._- BOTTOM OF INTO ROADWAY CULVERT SWALE INLET 0 5 10 20 648 SCALE: 1" = 10' (HORIZ. SCALE: 1" = 2.5' 646-- 46-- 642- 642- 640 640 640 636 -40 -35 -30 -25 -20 -15 -10 -5 0 640 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 636 SL.2 STA. 0+74.70 636 _40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 640 636 Architect: www.bodhilandanddesign.com Plans, maps, specifications, studies, and reports not containing a red ink seal imprint accompanied by an original signature by the licensed professional may have been fraudulently altered and shall not be considered an original copy. All information should be disregarded unless verified by the professional whose signature appears above. Copyright Protected 2013. Project Owner: FTW W F - Z — U) W W a�a Z 0 J OBJ 00> a TOP OF R ADW AY ELE = 64 .9 N T �. (3) OVERFLOW CULVE RTS AIN CULVE „ T 18" --IDPE ELEV = 639.6' OFFSET = .4 ELEV = 639.6 636 _40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 640 636 Architect: www.bodhilandanddesign.com Plans, maps, specifications, studies, and reports not containing a red ink seal imprint accompanied by an original signature by the licensed professional may have been fraudulently altered and shall not be considered an original copy. All information should be disregarded unless verified by the professional whose signature appears above. Copyright Protected 2013. Project Owner: FTW W F - Z — U) W W a�a Z 0 J OBJ 00> a Stamp: Issue For: U.S. ARMY CORP OF ENGINEERS Issue Date: JUNE 19, 2019 REVISIONS PRINCIPAL IN CHARGE: B. TUCKER PROJECT MANAGER: DRAWN BY: B. TUCKER Project Address: 0 MOON LINDLEY RD. SILER CITY, NC 27344 Project Number: Sheet Title: STREAM CROSSING PLAN Sheet Number: C-03 0 50 100 200 SCALE: 1" = 100' WETLAND IMPACT #1 (0.02 AC) I PROPOSED STREAM CROSSING i AND WETLAND IMPACT #2 l (SEE SHEET C-03) 1' 30' ROW EASEMENT 1.55 AC (APPROX.) 7 01i P . i '' '' SECONDARY SEPTIC % '► 1 1 . . DRAIN FIELD , (0.65 AC) IIIIIIII 1 r, 100' ����� Mit A�'..yy� 40X50 BUILDING FOOTPRINT �W I (LOCATION APPROX.) I 12' -WIDE GRAVEL ROAD PER\\` / CHATHAM COUNTY PRIVATE \���\W = _ ` ,% EASEMENT ROAD STANDARD BARN AND FARM PROPOSED TURN -AROUND ��\ INFRASTRUCTURE AREA W/ SHARED PARKING W �I ,1, I W= = )K.I r. I�I II 67 EPHEMERAL CHANNEL - - PROPOSED COMMUNITY - WITH 50' PROTECTED WELL LOCATION `, F BUFFER �'-• - �' INTERMITTENT STREAM (PER CHATHAM COUNTY GIS MAPPING) f— JV d'-'� J0 L)J VV N 0'-'Z-601?_ E 169-32' S 86'18'597 W 15.51 I 1 I ,n N 8. S E 1 3 155.75 W ,6'.2 4 Z- 1 \C W CO �J � WW 5�i PROPERTY AKPAR: 655 AREA: 60 AC A, 330' gd'7, 16,i ' 1 / I f PROPOSED SEPTIC AREA 1.0 AC (ACTIVE AND REPAIR) 88° 4- " W 638.92' N 70' LO Architect: • www.bodhilandanddesign.com d, Plans, maps, specifications, studies, and reports not containing a red ink seal imprint accompanied by an original signature by the licensed professional may have been fraudulently altered and shall not be considered an original copy. All information should be disregarded unless verified by the professional whose signature appears above. Copyright Protected 2013. Project Owner: I (4) PROPOSED LOTS, 1.5 AC W ZC/)W W Q ZOJ Q LL J 00> 2W 0 Q Stamp: Issue For: U.S. ARMY CORP OF ENGINEERS Issue Date: JUNE 19, 2019 REVISIONS PRINCIPAL IN CHARGE: B. TUCKER PROJECT MANAGER: DRAWN BY: B. TUCKER Project Address: 0 MOON LINDLEY RD. SILER CITY, NC 27344 Project Number: I 1 Sheet Title: OVERALL SITE PLAN Sheet Number: C=02 M 641950 35° 50'14' N 35° 49 55"N Soil Map—Chatham County, North Carolina 642040 642130 642220 642310 642400 642490 642580 642670 Ln Ln 642760 c 35° 50' 14" N K 641950 642040 642130 642220 642310 642400 3 N Map Scale: 1:4,100 if printed on A landscape (11" x8.5") sheet Meters N 0 50 100 200 300 Feet 0 150 300 600 900 Map projection: Web Mercator Comer coordinates: WGS84 Edge tics: LITM Zone 17N WGS84 USDA Natural Resources Web Soil Survey Conservation Service National Cooperative Soil Survey 642490 642580 642670 1 35° 49'55' N 642760 3 M1 6/9/2019 Page 1 of 3 MAP LEGEND Area of Interest (AOI) Area of Interest (AOI) Soils Spoil Area The soil surveys that comprise your AOI were mapped at Soil Map Unit Polygons Pm 0 Soil Map Unit Lines 0 Soil Map Unit Points Special Point Features Very Stony Spot Blowout Warning: Soil Map may not be valid at this scale. Borrow Pit Wet Spot Clay Spot Enlargement of maps beyond the scale of mapping can cause Closed Depression Gravel Pit misunderstanding of the detail of mapping and accuracy of soil CS Other Gravelly Spot line placement. The maps do not show the small areas of Landfill Special Line Features Lava Flow contrasting soils that could have been shown at a more detailed Marsh or swamp + Mine or Quarry scale. Miscellaneous Water Perennial Water �0 Rock Outcrop Please rely on the bar scale on each map sheet for map Saline Spot b b Sandy Spot Transportation Severely Eroded Spot Sinkhole Source of Map: Natural Resources Conservation Service Slide or Slip 0o Sodic Spot Soil Map—Chatham County, North Carolina MAP INFORMATION USDA Natural Resources Web Soil Survey 6/9/2019 Conservation Service National Cooperative Soil Survey Page 2 of 3 Spoil Area The soil surveys that comprise your AOI were mapped at 1:24,000. 3 Stony Spot Very Stony Spot Warning: Soil Map may not be valid at this scale. Wet Spot Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil CS Other line placement. The maps do not show the small areas of .= Special Line Features contrasting soils that could have been shown at a more detailed scale. Water Features Streams and Canals Please rely on the bar scale on each map sheet for map measurements. Transportation Rails Source of Map: Natural Resources Conservation Service Web Soil Survey URL: Interstate Highways Coordinate System: Web Mercator (EPSG:3857) US Routes Maps from the Web Soil Survey are based on the Web Mercator Major Roads projection, which preserves direction and shape but distorts distance and area. A projection that preserves area, such as the Local Roads Albers equal-area conic projection, should be used if more accurate calculations of distance or area are required. Background Aerial Photography This product is generated from the USDA-NRCS certified data as of the version date(s) listed below. Soil Survey Area: Chatham County, North Carolina Survey Area Data: Version 21, Sep 10, 2018 Soil map units are labeled (as space allows) for map scales 1:50,000 or larger. Date(s) aerial images were photographed: Jun 15, 2015—Dec 9, 2017 The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident. USDA Natural Resources Web Soil Survey 6/9/2019 Conservation Service National Cooperative Soil Survey Page 2 of 3 Soil Map—Chatham County, North Carolina Map Unit Legend USDA Natural Resources Web Soil Survey 6/9/2019 s Conservation Service National Cooperative Soil Survey Page 3 of 3 Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI CmB Cid-Lignum complex, 2 to 6 percent slopes 57.2 100.0% Totals for Area of Interest 57.2 100.0% USDA Natural Resources Web Soil Survey 6/9/2019 s Conservation Service National Cooperative Soil Survey Page 3 of 3 -USGS science for a changing world 79°30' 35°52' 397 10l 50' EVA 730 F 35°45' 79°30' Produced by the United States Geological Survey North American Datum of 1983 (NAD83) World Geodetic System of 1984 (WGS84). Projection and 1000 -meter grid: Universal Transverse Mercator, Zone 17S 10 000 -foot ticks: North Carolina Coordinate System of 1983 U.S. DEPARTMENT OF THE INTERIOR U.S. GEOLOGICAL SURVEY The National Map USTopo CRUTCHFIELD CROSSROADS QUADRANGLE NORTH CAROLINA 7.5 -MINUTE SERIES 27'30" 25' 79°22'30" This map is not a legal document. Boundaries may be generalized for this map scale. Private lands within government reservations may not be shown. Obtain permission before entering private lands. Imagery ...............................................NAIP, August 2014 Roads ................................ U.S. Census Bureau, 2015 - 2016 Names..........................................................GNIS, 2016 Hydrography ....................National Hydrography Dataset, 2014 Contours............................National Elevation Dataset, 2008 Boundaries ............ Multiple sources; see metadata file 1972 - 2016 Wetlands ......... FWS National Wetlands Inventory 1977 - 2014 8° 41" 154 MILS N 0° 55" 16 MILS UTM GRID AND 2016 MAGNETIC NORTH DECLINATION AT CENTER OF SHEET U.S. National Grid 100,000-m Square ID PV Grid Zone Designation r7S 27'30" SCALE 1:24 000 1 0.5 0 KILOMETERS 1 2 1000 500 0 METERS 1000 2000 1 0.5 0 1 MILES 1000 0 1000 2000 3000 4000 5000 6000 7000 8000 9000 10000 FEET CONTOUR INTERVAL 10 FEET NORTH AMERICAN VERTICAL DATUM OF 1988 This map was produced to conform with the National Geospatial Program US Topo Product Standard, 2011. A metadata file associated with this product is draft version 0.6.19 ►fey ` 79°22'30" ROAD CLASSIFICATION ■NORTH Expressway Local Connector CAROLIN Secondary Hwy Local Road Ramp 4WD If Interstate Route 0 US Route O State Route QUADRANGLE LOCATION 1 Kimesville 1 2 3 2 Snow Camp 3 Saxapahaw 4 5 4 Liberty 5 Silk Hope 6 Coleridge 6 7 8 7 Siler City 8 Siler City NE ADJOINING QUADRANGLES CRUTCHFIELD CROSSROADS, NC 2016 0" rn �o 00 =r— co —M N (0 X U) O M Z) V co O Z LL K Z Q N C7 ZZ