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HomeMy WebLinkAbout20120423 Ver 1_Application_20120427i rt •• U0, .swz STATE OF NORTH CAROLINA fi APR 2 7 S�4NOSg7�R�[ DEPARTMENT OF TRANSPORTATION'`' fly BEVERLY EAVES PERDUE EUGENE A CONTI JR GOVERNOR SECRETARY April 24 2012 Ms Lori Beckwith US Army Corps of Engineers � 151 Patton Avenue Room 208 Asheville NC 28801 5006 Subject Nationwide Permit #14 SR 1121 Rosemont Farm Road State Project No 13C 081103 (DWQ Minor Permit Fee $240) Rutherford County NC Dear Ms Beckwith I have enclosed a straight line diagram with erosion control plan a PCN application for NWP #14, and a vicinity map relative to the proposed secondary road project on SR 1121 Rosemont Faun Road Rutherford County NC We propose to replace /extend one pipe culvert on an UT to Richardson Creek Total permanent stream impacts will be 14 linear feet due to extension of culvert length to meet safety standard for a paved roadway A temporary impervious dike or pump around operation will be used for dewatering during removal and installation The UT is 2 feet wide respectively with gravel /sand/silt substrate Existing channel morphology will be maintained upstream and downstream of the culvert The culverts will be placed below existing streambed elevation whenever possible Riparian vegetation will be reestablished along disturbed areas associated with the culvert extensions Stormwater will be diverted through grass lined ditches or vegetated buffers prior to entering streams No effect on federally listed species (threatened or endangered) or their habitats is anticipated Division Thirteen Office Post Office Box 3279 Asheville NC 28802 Phone 828/2516171 Office of the Division Engineer Fax 828/2516709 www ncdot gov /doh /operations /divisionl3 Ms Lori Beckwith Page —2 SR 1121 Rutherford County April 24 2012 As a part of the 401 Certification process a copy of the application will be forwarded to the NC State Historic Preservation Office as required by Section 106 of the National Historic Preservation Act of 1966 and GS 121 12(a) By copy of this letter, we request David McHenry North Carolina Wildlife Resources Commission Coordinator to comment directly to the Corps concerning the permit request A trout buffer variance will not be required for the project By copy of this letter, we are asking Ed Ingle Area Roadside Field Operations Engineer to comment on the above project Richardson Creek is not classified trout A trout buffer variance will not be required for the project By copy of this letter, I am forwarding four (4) copies of the application package to Brian Wrenn NC Division of Water Quality 401 /Wetland Unit and an additional copy to Mike Parker NC DWQ Asheville Regional Office for review and comment Please charge the application fee of $240 00 to WBS element # 13C 081103 Please forward comments directly to the Corps with copy to Division 13 Environmental Officer Your earliest consideration for this request would be greatly appreciated If you have any questions or information needs please contact me at (828) 251 6171 Sincerely Roger D Bryan Division 13 Environmental Officer Enclosures cc J J Swain Jr P E D R McNeal P E Ed Ingle CPESC David McHenry Mike Parker Brian Wrenn O'4 Office Use Only Corps action ID no DWQ project no Form Version 13 Dec 10 2008 Page 1 of 10 PCN Form —Version 1 3 December 10 2008 Version Pre - Construction Notification (PCN) Form A Applicant Information 1 Processing la Type(s) of approval sought from the Corps X Section 404 Permit ❑ Section 10 Permit lb Specify Nationwide Permit (NWP) number 14 or General Permit (GP) number 1c Has the NWP or GP number been verified by the Corps? X Yes ❑ No 1 d Type(s) of approval sought from the DWQ (check all that apply) X 401 Water Quality Certification — Regular ❑ Non 404 Jurisdictional General Permit [:1401 Water Quality Certification — Express ❑ Riparian Buffer Authorization 1 e Is this notification solely for the record because written approval is not required? For the record only for DWQ 401 Certification ❑ Yes X No For the record only for Corps Permit ❑ Yes X No 1f Is payment into a mitigation bank or in lieu fee program proposed for mitigation of impacts? If so attach the acceptance letter from mitigation bank or in lieu fee program ❑ Yes X No 1g Is the project located in any of NC s twenty coastal counties If yes answer 1h below ❑ Yes X No 1h Is the project located within a NC DCM Area of Environmental Concern (AEC)? ❑ Yes X No 2 Project Information 2a Name of project SR 1121 Rosemont Farm Road 2b County Rutherford 2c Nearest municipality / town Golden Valley 2d Subdivision name N/A 2e NCDOT only T I P or state project no 13C 081103 3 Owner Information 3a Name(s) on Recorded Deed North Carolina Department of Transportation 3b Deed Book and Page No N/A 3c Responsible Party (for LLC if applicable) N/A 3d Street address N/A 3e City state zip N/A 3f Telephone no N/A F3g Fax no N/A 3h Email address N/A Page 1 of 10 PCN Form —Version 1 3 December 10 2008 Version 4 Applicant Information (if different from owner) 1 4a Applicant is North Carolina Department of Transportation 4b Name J J Swain Jr P E Division Engineer 4c Business name (if applicable) N C Department of Transportation 4d Street address 55 Orange Street P O Box 3279 4e City state zip Asheville NC 28802 4f Telephone no 828 251 6171 4g Fax no 828 251 6394 4h Email address rdbryan(a)ncdot gov 5 Agent/Consultant Information (if applicable) 5a Name N/A 5b Business name (if applicable) N/A 5c Street address N/A 5d City state zip N/A 5e Telephone no N/A 5f Fax no N/A 5g Email address N/A Page 2 of 10 B Project Information and Prior Project History 1 Property Identification 1a Property identification no (tax PIN or parcel ID) N/A lb Site coordinates (m decimal degrees) Latitude 35 23801 N Longitude 8188467 W 1 c Property size 4 4 acres 2 Surface Waters 2a Name of nearest body of water (stream river etc ) to proposed project UT to Richardson Creek 2b Water Quality Classification of nearest receiving water WS IV 2c River basin Broad 3 Project Description 3a Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application Existing gravel secondary road 3b List the total estimated acreage of all existing wetlands on the property 00 is List the total estimated linear feet of all existing streams (intermittent and perennial) on the property 500 3d Explain the purpose of the proposed project Increase the typical section and pave the secondary road 3e Describe the overall project in detail including the type of equipment to be used Grade drain base and pave the roadway Replace and extend one existing culvert on jurisdictional stream Equipment used will include excavators trucks and graders 4 Jurisdictional Determinations 4a Have jurisdictional wetland or stream determinations by the Corps or State been requested or obtained for this property / project (including all prior phases) in the past? Comments Non blue line streams Field evaluated by NCDOT ❑ Yes X No ❑ Unknown 4b If the Corps made the jurisdictional determination what type of determination was made? ❑ Preliminary ❑ Final 4c If yes who delineated the jurisdictional areas? Name (if known) N/A Agency /Consultant Company Corps Other N/A 4d If yes list the dates of the Corps jurisdictional determinations or State determinations and attach documentation See 5b below 5 Project History 5a Have permits or certifications been requested or obtained for this project (including all prior phases) in the past? ❑ Yes ❑ No ❑ Unknown 5b If yes explain in detail according to help file instructions 6 Future Project Plans 6a Is this a phased projects ❑ Yes X No 6b If yes explain Page 3 of 10 PCN Form — Version 13 December 10 2008 Version C Proposed Impacts Inventory 1 Impacts Summary la Which sections were completed below for your project (check all that apply) ❑ Wetlands X Streams tnbutanes ❑ Buffers ❑ Open Waters ❑ Pond Construction 2 Wetland Impacts If there are wetland impacts proposed on the site then complete this question for each wetland area Impacted 2a 2b 2c 2d 2e 2f Wetland Impact Type of jurisdiction number — Type of Impact Type of wetland Forested (Corps 404 10 Area of Impact Permanent (P) or (If known) DWQ — non -404 other) (acres) Temporary T W1 ❑ P ❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ W2 ❑ P ❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ W3 ❑ P ❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ W4 ❑ P ❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ W5 ❑ P ❑ T ❑ Yes _ ❑ Corps ❑ No ❑ DWQ W6 ❑ P ❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ 2g Total wetland impacts 2h Comments 3 Stream Impacts If there are perennial or Intermittent stream Impacts (Including temporary Impacts) proposed on the site then complete this question for all stream sites Impacted 3a 3b 3c 3d 3e 3f 3g Stream Impact Type of Impact Stream name Perennial Type of jurisdiction Average Impact number (PER) or (Corps 404 10 stream length Permanent (P) or Intermittent DWQ — non -404 width (linear Temporary (T) (INT)? other) (feet) feet) S1 X P ❑ T Pipe Culvert UT to Richardson X PER X Corps 2 14 Creek ❑ INT X DWQ S1 ❑ P X T Dewatenng UT to Richardson X PER X Corps 2 50 Creek ❑ INT X DWQ ❑ PER ❑ Corps ❑ INT ❑ DWQ ❑ PER ❑ Corps ❑ INT ❑ DWQ 3h Total stream and tributary impacts 14perm/ 50temp 31 Comments 14 feet of permanent and 50 feet of temporary Impacts Page 4 of 10 PCN Form — Version 1 3 December 10 2008 Version :�F 4 Open Water Impacts If there are proposed impacts to lakes ponds estuaries tributaries sounds the Atlantic Ocean or any other open water of the U S then indivi ually list all open water impacts below 4a 4b 4c 4d 4e Open water Name of waterbody impact number — (if applicable) Type of impact Waterbody type Area of impact (acres) Permanent (P) or Temporary T 01 ❑P 02 ❑P 03 ❑P ❑T 04 ❑P ❑T 4f Total open water impacts 4g Comments 5 Pond or Lake Construction If pond or lake construction proposed the complete the chart below 5a 5b 5c 5d 5e Wetland Impacts (acres) Stream Impacts (feet) Upland Pond ID Proposed use or purpose (acres) number of pond Flooded Filled Excavated Flooded Filled Excavated Flooded P1 P2 5f Total 5g Comments 5h Is a dam high hazard permit required ❑ Yes ❑ No If yes permit ID no 51 Expected pond surface area (acres) 5j Size of pond watershed (acres) 5k Method of construction 6 Buffer Impacts (for DWQ) If project will impact a protected riparian buffer then complete the chart below If yes then individually list all buffer impacts below If any impacts require mitigation then you MUST fill out Section D of this form 6a ❑ Neuse E] Tar Pamlico ❑Other Project is in which protected basin? ❑ Catawba ❑ Randleman 6b 6c 6d 6e 6f 6g Buffer impact number — Reason Buffer Zone 1 impact Zone 2 impact Permanent (P) or for Stream name mitigation (square feet) (square feet) Temporary T im act required? B1 ❑P ❑T El Yes ❑ No B2 ❑ P ❑ T ❑ Yes ❑ No B3 ❑ P ❑ T ❑ Yes ❑ No 6h Total buffer impacts 61 Comments Page 5 of 10 D Impact Justification and Mitigation 1 Avoidance and Minimization la Specifically describe measures taken to avoid or minimize the proposed impacts in designing project Minimum pipe length used to obtain needed typical section alignment and shoulder width for safety 1 b Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques NIA 2 Compensatory Mitigation for Impacts to Waters of the U S or Waters of the State 2a Does the project require Compensatory Mitigation for impacts to Waters of the U S or Waters of the State? ❑ Yes ❑ No To be determined by Corps 2b if yes mitigation is required by (check all that apply) ❑ DWQ ❑ Corps 2c If yes which mitigation option will be used for this project? ❑ Mitigation bank ❑ Payment to in lieu fee program ❑ Permittee Responsible Mitigation 3 Complete if Using a Mitigation Bank 3a Name of Mitigation Bank 3b Credits Purchased (attach receipt and letter) Type Quantity 3c Comments 4 Complete if Making a Payment to In lieu Fee Program 4a Approval letter from in lieu fee program is attached ❑ Yes 4b Stream mitigation requested linear feet 4c If using stream mitigation stream temperature ❑ warm ❑ cool ❑cold 4d Buffer mitigation requested (DWQ only) square feet 4e Riparian wetland mitigation requested acres 4f Non riparian wetland mitigation requested acres 4g Coastal (tidal) wetland mitigation requested acres 4h Comments 5 Complete if Using a Permittee Responsible Mitigation Plan 5a If using a permittee responsible mitigation plan provide a description of the proposed mitigation plan Page 6 of 10 PCN Form — Version 1 3 December 10 2008 Version 6 Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ 6a Will the project result in an impact within a protected riparian buffer that requires buffer mitigation ❑ Yes X No 6b If yes then identify the square feet of impact to each zone of the riparian buffer that requires mitigation Calculate the amount of mitigation required Zone 6c Reason for impact 6d Total impact (square feet) Multiplier 6e Required mitigation (square feet) Zone 1 3 (2 for Catawba) Zone 2 1 5 6f Total buffer mitigation required 6g If buffer mitigation is required discuss what type of mitigation is proposed (e g payment to private mitigation bank permittee responsible riparian buffer restoration payment into an approved in lieu fee fund) 6h Comments Page 7 of 10 E Stormwater Management and Diffuse Flow Plan (required by DWQ) 1 Diffuse Flow Plan la Does the project include or is it adjacent to protected riparian buffers identified ❑ Yes X No within one of the NC Riparian Buffer Protection Rules? 1 b If yes then is a diffuse flow plan included? If no explain why ❑ Yes ❑ No Comments 2 Stormwater Management Plan 2a What is the overall percent imperviousness of this project? N/A 2b Does this project require a Stormwater Management Plan? X Yes ❑ No 2c If this project DOES NOT require a Stormwater Management Plan explain why 2d If this project DOES require a Stormwater Management Plan then provide a brief narrative description of the plan The project will use BMP s to the Maximum Extent Practicable (MEP) in compliance with NCDOT s NPDES Permit No 000250 Post Construction Stormwater Program ❑ Certified Lor�al Government 2e Who will be responsible for the review of the Stormwater Management Plan? X DWQ Stormwater Program ❑ DWQ 401 Unit 3 Certified Local Government Stormwater Review 3a In which local government s Jurisdiction is this project? N/A ❑ Phase II 3b Which of the following locally implemented stormwater management programs ❑ NSW ❑ USMP apply (check all that apply) ❑ Water Supply Watershed X Other N/A 3c Has the approved Stormwater Management Plan with proof of approval been ❑ Yes ❑ No attached? 4 DWQ Stormwater Program Review ❑ Coastal counties ❑ HQW 4a Which of the following state implemented stormwater management programs apply ❑ 0 R (check all that apply) ❑ Session Law 2006 246 X Other N/A 4b Has the approved Stormwater Management Plan with proof of approval been ❑ Yes ❑ No attached? 5 DWQ 401 Unit Stormwater Review 5a Does the Stormwater Management Plan meet the appropriate requirements? ❑ Yes ❑ No 5b Have all of the 401 Unit submittal requirements been met? ❑ Yes ❑ No Page 8 of 10 PCN Form — Version 1 3 December 10 2008 Version I, F Supplementary Information 1 Environmental Documentation (DWQ Requirement) la Does the project involve an expenditure of public (federal /state /local) funds or the ® Yes ❑ No use of public (federal /state) land 1 b If you answered yes to the above does the project require preparation of an environmental document pursuant to the requirements of the National or State ❑ Yes ® No (North Carolina) Environmental Policy Act (NEPA/SEPA)'? 1 c If you answered yes to the above has the document review been finalized by the State Clearing House? (If so attach a copy of the NEPA or SEPA final approval letter ) ❑ Yes ❑ No Comments 2 Violations (DWQ Requirement) 2a Is the site in violation of DWQ Wetland Rules (15A NCAC 2H 0500) Isolated Wetland Rules (15A NCAC 2H 1300) DWQ Surface Water or Wetland Standards ❑ Yes ® No or Riparian Buffer Rules (15A NCAC 2B 0200)? 2b Is this an after the fact permit application? ❑ Yes ® No 2c If you answered yes to one or both of the above questions provide an explanation of the violation(s) 3 Cumulative Impacts (DWQ Requirement) 3a Will this project (based on past and reasonably anticipated future impacts) result in E] Yes No additional development which could impact nearby downstream water quality 3b If you answered yes to the above submit a qualitative or quantitative cumulative impact analysis in accordance with the most recent DWQ policy If you answered no provide a short narrative description 4 Sewage Disposal (DWQ Requirement) 4a Clearly detail the ultimate treatment methods and disposition (non discharge or discharge) of wastewater generated from the proposed project or available capacity of the subject facility N/A Page 9 of 10 PCN Form — Version 1 3 December 10 2008 Version 6 Endangered Species and Designated Critical Habitat (Corps Requirement) 5a Will this project occur in or near an area with federally protected species or ❑ Yes ® No habitat 5b Have you checked with the USFWS concerning Endangered Species Act ❑ Yes ® No impacts? 5c If yes Indicate the USFWS Field Office you have contacted E] Raleigh ❑ Asheville 5d What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat NC Natural Heritage distribution /habitat mapping field survey 6 Essential Fish Habitat (Corps Requirement) 6a WIII this project occur in or near an area designated as essential fish habitats ❑ Yes ® No 6b What data sources did you use to determine whether your site would impact Essential Fish Habitat? Current Maps /Database 7 Historic or Prehistoric Cultural Resources (Corps Requirement) 7a WIII this project occur in or near an area that the state federal or tribal governments have designated as having historic or cultural preservation ❑ Yes ® No status (e g National Historic Trust designation or properties significant in North Carolina history and archaeology)? 7b What data sources did you use to determine whether your site would impact historic or archeological resources? Current maps 8 Flood Zone Designation (Corps Requirement) 8a WIII this project occur in a FEMA designated 100 year floodplain? -1 es ® No 8b If yes explain how project meets FEMA requirements 8c What source(s) did you use to make the floodplain determination? Current FEMA Maps Roger D Bryan 4/24/2012 Applicant/Agent s Printed Name Date Applicant/Adei# s Signature (Agents signature is valid only if an authorization letter from the applicant is provided ) Page 10 of 10 G Y r _ Jd � • r•� • d -Cb \fit _ l g *_ -ar_Y� � �__� _�'"'�'�, -""'. �,,�» ,� � -- * •tea f 11 ,.''�`°"" �•„ °• • � > JS } j a Harris -.� SR it 1 to 1 20D��- � ^`-- .:.._,,, —"^- • ... � -^ '�`° � r .., � "' eat �` ��� A 1 122 a r' tit A 6 W r Alt 6 a Name FINGERVILLE EAST Location 035 2389219 N 081 8828884 W Date 4/24/2012 Caption SR 1121 Rosemont Farm Road Scale 1 inch equals 1000 feet Rutherford County NC Copynght (C) 1998 Maptech Inc kEO =J' y, A �. 'st'n� % b M �k 4 .� r, z Q �a n a, iii r .Avi s +P1 W—n. ;w ~ .{ a Pi ; h y `a i f E .a �rs l,. qz� f a _ # 3 Od t j X 4 � � w Figure 1 SR 1121 Site 1 Station 14 +00 UT to Richardson Creek Rutherford County NC SECONDARY ROAD PAVING PROJECT SHEET 1 OF 17 COUNTY Rutherford TOWNSHIP Sulphur Springs PROJECT SR 1121 Rosemont Farm Rd LENGTH 3 823 feet 0 72 miles WORK TYPE grade drain base pave erosion control RURAL PRIORITY # 32 LOCATION From SR 1119 thence for 0 72 miles to SUBD /RESID PRIORITY # the center of SR 1122 WBS ELEMENT NO 13C 091103 CONSTRUCTION W 0 NO DATE 9/8/2011 SCALE 1 =50 DRAWN BY DGM NOTES AND PROVISIONS PERTAINING TO STRAIGHT LINE DIAGRAM 1 Assigned right of way agent needs to verify all property owners Property owners shown on the straight line diagram are taken from tax maps only 2 Fences to be moved off the right of way and reset off right of way by the Department of Transportation crews Any new materials posts wire etc to be supplied by the property owner 3 Existing asphalt or concrete drives to be tied in with asphalt if the existing driveway is within 20 feet of proposed centerline See any exceptions on straight line diagram 4 Driveway pipes to be furnished and installed as needed by Department of Transportation crews in existing driveways 5 Existing water lines sewer lines drain lines etc under road project to be adjusted by Department of Transportation as needed during construction Property owners to supply all materials and release Department of Transportation from any liability 6 Underground utility lines to be located by owner Lines to be adjusted by owner as needed otherwise retain 7 Note proposed right of way markers shown on straight line diagram 8 Please inform property owners that cuts and fills could exceed proposed right of way 9 The erosion plan should be used for erosion control purposes only E90510PI GodT�OL.- Page 1 5 ; -4- SR 1121 ROSEMONT FARM RD SHEET_2_ OF 17 RUTHERFORD COUNTY TYPICAL SECTION t/W 50 RJ W I _ - o A 4 E A FILL SLOPE 2 1 ABC COMPACTED B SHOULDER SLOPE 1 PER FT ABC LOOSE C DITCH SLOPE 4 1 TONS (DRIVES) STONE BY 0 CUT SLOPE 1 1 _ TONS (INTERS) TONS (ROAD) TONS (TOTAL) SHEET 3 OF 17 FULL SUPERELEVATION FULL SUPERELEVATION SECTION - EE 2/3 SUPERELEVATION 2/3 SUPERELEVATION PCORPT SECTION - DD SUPERELEVATION - NORMAL CROWN NORMAL CROWN SECTION - CC LEVEL NORMAL CROWN SECTION - BB NORMAL CROWN NORMAL CROWN SECTION - AA STANDARD METHOD FOR OBTAINING SUPERELEVATION 2 LANE PAVEMENTS Ideally 2/3 of superelevation is obtained at P C or P T as shown on Section - DO Example if maximum superelevation is + 06 - 06 the superelevation at the point of curve or point of tangent is + 04 - 04 06 X 2/3 = 04 Superelevation for 18 Pavement 02 04 EP to EP 04 07 EP to EP 06 11 EP to EP 08 14 EP to EP Normal Crown - 02 EROSION CONTROL PLAN SHEET Generally the order of installation of the erosion control measures will be as follows Temporary silt basins shall be installed before clearing and grubbing begins Silt fences and temporary silt ditches shall be installed after clearing and before grading Temporary stone ditch checks shall be installed as soon as ditch line is established Pipe outlet and inlet protection will be done as soon as the pipe is installed Seeding and other permanent erosion control measures are to be implemented as soon as practical Temporary rock silt checks (type B) will be spaced as required by percent of grade as described on page VI -16 in the Erosion And Sedimentation Guidelines No 5 stone or equivalent, will be used in conjunction with temporary rock silt check Type -B in locations where water is leaving the project or entering a pipe Silt basin size is 9 x3 x2 for 75 feet of disturbed ditch line unless otherwise noted Silt basin4Type B) are designed for 1800 cubic feet per acre every storm event and cleaned out when half full Per permit conditions for Corps of Engineers and the Wildlife Resources Commission all pipes in streams must be buried 12' below streambed elevation Sheet 5 of 17 PIPE INSTALLATION NOTES 1) Install erosion control devices In streams, where necessary rock silt screen will be used 2) Remove material and existing pipe while limiting, as much as possible, material and sediment from entering the stream and /or escaping from project 3) Prepare pipe foundation while again taking care to limit, as much as possible material and sediment from entering the stream and /or escaping from project Where possible new grade will be below existing streambed If needed bedding material will be clean stone 4) Place the new pipe and compact backfill 5) Install slope protection on outlet and inlet ends of pipe Also complete installation of erosion control measures and perform maintenance as needed on existing measures 6) Establish permanent vegetation as soon as possible DESIGN FOR SILT BASIN 1800 CUBIC FEET PER ACRE CHECKED EVERY STORM EVENT AND CLEANED OUT WHEN HALF FULL NOT TO SCALE 2 t6 2 2 ::-- SILT BASIN - 1 (SB7) M 2 SILT BASIN - 2 (S B 14 ) \I\-' /lt-z-� SILT BASIN - 3 (SB21) MlN SILT BASIN - 4 (SB28) EROSION CONTROL = " "' - ° "' DETRILS AND SPECIFICRTIONS Std, ° Description SLjm124l 163003 Temporary Silt Ditch Tso 163005 Temporary Diversion --. To 160501 Temporary Silt Fence 162201 Temporary Slope Drain 163001 Silt Basin Type A 163002 Silt Basin Type B 163301 Temporary Rock Silt Check Type A - 163302 Temporary Rock Silt Check Type B - 163401 Temporary Rock Sediment Dam Type A - 1634 02 Temporary Rock Sediment Dam Type B - V 163501 Rock Pipe Inlet Sediment Trap Type A - Ao ° 163502 Rock Pipe Inlet Sediment Trap Type B - B 163601 Rock Silt Screen 3 163004 Stilling Basin Pi 163201 Rock Inlet Sediment Trap Type A 000000 A 3Do -OR - A 163202 Type B 000000 000000 B o00 -OR - B 163203 Type 000,000 C oaa -OR - C C 000000 86801 Rip Rap Pipe Outlet Energy Disipator Ditch Liner Pipe Outlet or Inlet Stabilization D Environmentally Sensitive Area _F//-7/_� �M M SHEET 8 OF 17 ROCK SILT CHECKS - OUTLET OF PIPE (WIDTH OF ROCK AT THE OUTLET END TO BE 3 TIMES THE DIAMETER OF THE PIPE AND TAPERED INTO EXISTING DITCH) n IN 18 CSP RR 18 n EXISTING 24 CSP RR 24 M= ° = EXISTING DITCH 175 30 CSP RR 30 MiIN EXISTING DITCH 10 5 42 CSP RR 42 DONNIE H & KIMBERELY A HENSON OB 704 PG 232 1998 157 ROSEMONT FARM RD RUTHERFORDTON NC 28139 (828) 245 - 3808 54 Ml Tn iR ���( � Pj �P p \ o \ N \3\ � r 0 3 � o ®1 1 1 I � I r 0 I 1 07 /Z 25 x W /,Baf?:ras „„ 3 ) i SR 1119 is BRISCO R_ D TOTE PER PERMIT CONDITIONS FOR ORPS & WILDLIFE ALL PIPES IN TREAMS MUST BE BURIED 12 DEEP RUTHERFORD COUNTY SR 1121 ROSEMONT FARM RD SHEET 9 OF 17 DONNIE H & KIMBERELY A HENSON DB 704 PG 232 1998 157 ROSEMONT FARM RD RUTHERFORDTON NC 28139 (828)245 - 3808 " 5/139 1 3 N w ' M �V� EXISTING 62 X 15 RCP (INLET) 18 CSP (OUTLET) r2 — 120 MI PH RD O ILL RD EXISTING 66 X 8 H X 7 W CONC CULVERT h� y P BEGIN PROJECT STA 0 +00 q- SR 1119 BEGIN EXISTING 25 R/W LT & RT DONNIE H & KIMBERELY A HENSON MATCH LINE STA 8 +50 a°� 6 tL A & B(tFa+cv 'TY H YELTON)% 884 PG 297 05 BOX 751 EST CITY NC 28043 3) 245 - 5850 0 OB 704 PG 232 1998 157 ROSEMONT FARM RD RUTHERFORDTON NC 28139 (828) 245 3808 RUTHERFORD COUNTY SR 1121 ROSEMONT FARM RD SHEET 10 OF 17 +8 49 R/W 610 R I I 11 8 A o ooS Im N Ln Ir I M/a 0NI1SIX3 8 7 +90 R/W 62 I RT LL C12° ir N I 39 rn N, I I � N z 2 25 z W � I I I I 12 GR DR M / =X 1 =CP / q a S`4 " `/ ootiF DONALD H & KATHLEEN HENSON DB 884 PG 292 05 191 JACK McKINNEY RD FOREST CITY NC 28043 (828) 245 2371 C•, 5 0 STA 12 +94 END EXIST 25 R/W LT BEGIN PROP 25 R/W LT TIE PROP RD INTO EXIST RD 10+63 P P 27 LT EARL A & BETTY H YELTON DB 884 PG 297 05 P 0 BOX 751 FOREST CITY NC 28043 (828) 245 - 5850 ,-I a RUTHERFORD COUNTY Mq TC SR 1121 ROSEMONT FARM RD H LANE STq SHEET 11 OF 17 �3�Cn 13 qw 0 C. � Ii I I I I I I I I I I 0 N cL \ 25 ti 0 s R mv EXIST1% loo 'I211 S� P 12 DONALD H & KATHLEEN HENSON DB 884 PG 292 05 191 JACK McKINNEY RD FOREST CITY NC 28043 (828) 245 - 2371 91 01 16 +88 P P 25 LT 16 +86 RE 10 LT (MOVE) MATCH L ENE S T A 17+50 yr ko,„ d (JAmc I � w d 0 n RUTHERFORD COUNTY SR 1121 ROSEMONT FARM RD SHEET 12 OF 17 17 DUNCAN EDWARDS MARY (EDITH ) EDWARDS TRUSTEE DB 713 PG 353 1998 722 DUNCAN RD RUTHERFORDTON NC 28139 (828) 245 - 9752 STEVEN S & \ ®CANDY M SMART DB 726 PG 617 1999 2 \� 339 ROSEMONT FARM RD 5 RUTHERFORDTON NC 28139 (828) 245 5500 Jo d 15 EKTGIJ S IEND EXI T 25 R/W RT BEGI AINT LIMITS RT ��2 STRfAIy I EARL A & EXISTING OBETTY H Y LTON 1 1 srgF 36 X 60 CSP 1 q 2 A OB 884 PG 97 05 P 0 BOX 751 FOREST CITY N 28043 _ (828) 245 - 5850 �o Z OK ETC "♦ 13+48- 34 RT r NALD H & 13 KATHLEEN HENSON OB 884 PG 292 05 191 JACK McKINNEY RD xO FOREST CITY NC 28043 (828) 245 2371 a a RUTHERFORD COUNTY 22 +00 T CN LANE S� A Wad SR 1121 ROSEMONT FARM RD SHEET 13 OF 17 22 1 1 X REX JEFFREY TOWERY JR JASON M & z KRISTINA L GRANT OANGELA H HARRILL W 25 2 OB 768 PG 414 2001 DB 830 PG 678 2003 0 342 ROSEMONT FARM RD 341 ROSEMONT FARM RD 0 I RUTHERFORDTON NC 28139 RUTHERFORDTON NC 28139 CL I (828) 247 4016 (828) 247 0774 (HOME) I (828) 429 6774 (CELL) w IN w0,w0E 21 N O N m 3 O Z D 02 +07 E I P p 13 7 6 RT (NEED OFFSET) �L L �o v STA 19 +72 END MAINT LIMITS RT BEGIN EXIST 25 R/W RT I19 +68 pp I 50 RT 0 J I\csp I \ STEVEN S & I 11 �xaYs ®CANDY M SMART i �,' �jpFF� DUNCAN EDWARDS OB 726 PG 617 1999 I i 5 1 MARY (EDITH ) EDWARDS TRUSTEE ° DB 713 PG 353 1998 339 ROSEMONT FARM RD N 25 RUTHERFORDTON NC 28139 a 25 / 722 DUNCAN RD (828) 245 - 5500 RUTHERFORDTON NC 28139 (828) 245 9752 a _I I �I EXISTING 15 RCP � wArk ai % 18 / vl'-°w EXISTING 22X15 RCP rl i SOS v T \ 17 R8 PED Q TRH SINE ST A /? +50 ROLAND M SHOFF ( SON ) ®ROSE MARY SHOFF ( MOTHER ) OB 863 PG 450 2005 5423 THE WILLOWS OR MELBOURNE FL 32934 yi STA 23 +50 TIE PROP RD INTO EXIST RD JASON M & OANGELA H HARRILL DB 830 PG 678 2003 341 ROSEMONT FARM RD RUTHERFORDTON NC 28139 (828) 247 - 0774 (HOME) (828) 429 - 6774 (CELL) RUTHERFORD COUNTY SR 1121 ROSEMONT FARM RD SHEET 14 OF 17 MATCH LINE STA 26 +00 26 /a/0 &JA -rcQ I V Fw 1 I ROLAND M SHOFF ( SON ) o ROSE MARY SHOFF ( MOTHER ) vW) 25 I 5 0 8 I O DB 861 PG 528 2004 o I CA v 5423 THE WILLOWS DR I a uwrrs.f MELBOURNE FL 32934 w 4. 0 J a 10 GR DR _ I °w 25 0 n. w13a� / 5( W o Ga% R£STRQr T DVrcK m x V1 2 z 0 x N, o: a I I MATCH LINE STA 22 +00 24 +77 E I P 2 5 300RT STA 24 +77 END EXIST 25 R/W RT BEGIN PROP 25 R/W RT \ p L \ 24 EXISTING 34 X 18 CSP AI REX JEFFREY TOWERY JR KRISTINA L GRANT DB 768 PG 414 2001 342 ROSEMONT FARM RD RUTHERFOROTON NC 28139 (828) 247 4016 0 JAMES LYNN GRANT OB 863 PG 244 2005 794 HARRIS - HOLLY SPRINGS RD RUTHERFORDTON NC 28139 (828) 247 1883 29 +62 E I P -/� 22 3 LT (NEED OFFSET) STA 29 +62 END PROP 25 R/W LT BEGIN EXIST 25 R/W LT MATCH ONE ® S Tq 30 +50 I I s z I � � M X W z 0 w 0 �N U 4� RUTHERFORD COUNTY SR 1121 ROSEMONT FARM RD SHEET 15 OF 17 29 +77 PED 24 RT r s 30 29 3 I ' ROLAND M SHOFF (SON ) o ROSE MARY SHOFF ( MOTHER ) rwn° 25 25 0 ® DB 861 PG 528 2004 0 CL 5423 THE WILLOWS OR a (p MELBOURNE FL 32934 o /% Drrckt 28 I I u Li ATM I I � 4a.Lq�L ROLAND M SHOFF ( SON ) a% ®ROSE MARY SHOFF ( MOTHER ) I OB 863 PG 450 2005 2 7 5423 THE WILLOWS DR I i MELBOURNE FL 32934 I 1 1 A� C LANE N 26 +00 26 SIP, RUTHERFORD COUNTY MATCH LINE STA 35 +00 SR 1121 ROSEMONT FARM RD ISHEET 16 OF 17 35 I I II KEVIN JOSHUA & DEANA M HARRILL X OB 875 PG 261 05 25 En 1211 DUNCAN RD RUTHERFOROTON NC 28139 I(828) 245 9097 34 N � w 33 +78 E I P N o 280LT n ml STA 32 +95 I END PROP 25 R/W RT BEGIN EXIST 25 R/W RT 32+95 E I P 33 299RT JAMES LYNN GRANT 0: o DB 863 PG 244 2005 z 2 25 794 HARRIS HOLLY SPRINGS RD N v RUTHERFOROTON NC 28139 w I (828) 247 1883 r r 0 M I 32 ROLAND M SHOFF ( SON ) I I ROSE MARY SHOFF ( MOTHER ) ® DB 861 PG 528 2004 I I 5423 THE WILLOWS DR II MELBOURNE FL 32934 I I 31 r I /7 I I wa m fi ROLAND M SHOFF ( SON ) /% Ft4ij ROSE MARY SHOFF ( MOTHER ) MATCH LINE STA 30 +50 ® OB 861 PG 528 2004 37+48 TEL FIBER / OPTIC 29 LT JAMES LYNN GRANT OB 863 PG 244 2005 794 HARRIS HOLLY SPRINGS RD RUTHERFORDTON NC 28139 (828) 247 - 1883 0 o � RUTHERFORD COUNTY SR 1121 ROSEMONT FARM RO SHEET 17 OF 17 END PROJECT STA 38 +23 (L SR 1122 END EXISTING 25 R/W LT & RT S ` 9� f� f8 9S,o 2 ti 5! ' I I � I r 0 O b CIE I io I LLI Io I cr I N I cr En 25 I 125 -' r, z 0c wl EXISTING 38 56 X 24 CSP \ RED 06 37 +50 PED 3 7 20 RT KEVIN JOSHUA & DEANA M HARRILL DB 875 PG 261 05 1211 OUNCAN RD RUTHERFORDTON NC 28139 (828) 245 9097 36 war=d I / I 1 I /% MATCH LINE STA 35 +00 35 STATE OF NORTH CAROLINA SUBJECT ����- s'Z — PROJECT 5Z ImI PARTMENT OF TRANSPORTATION /(�yTtJEieFoi2D COUNTY DIVISION OF HIGHWAYS HIGHWAY BUILDING PREPARED BY DATE STATION P O BOX 25201 // RALEIGH NORTH CAROLINA 27611 CHECKED BY DATE STIR NO SHEETI OF L Pro aye Arm I _ '/2 x 9'oo x 700 = .315*t 00D - 2 If L X '700;c &0b nclo00 14 ©o, 000 1 - ,� 1/2 X' 400 x 6,0,0 : 1 20, boo ( -i � (1L x 3D0 1(�d0 7 S, o00 ► L — L � - -- �.220, L hc�dwlo9i�c Co✓%4i,Kr ^� _ ' Q5o = ` 19 as az5 - pfd �,r, �v, 76) 3a � �f�,2 220,000 C 12. d o I _ � dig - - r �70J = ? 4 %VL 3o - 1 C07 40 I � Soo 55 417 1 140 0001 FEET (N C) y419 ply � 420 81 5?r -35 15 {w \ 119 I) r ttt l Ch T R& 2 4 9 \. �/ _ -- ' I kn I �1 1122 iW1��0%i P 11 ��tir BM 3900 2Vs6 of ` ` jljit� 254T 1120 =% 22ST C1 Uo N ( r7 3899 ij4 / 3898 550 000 FEET 1123 _— noT I � � 3897 7r 228T ,� rr238T ' fd Rim / MclOnney Bndge / � PPHayesLj ke it / h o 1124 I � /= 12 30 ° - — 1 --1 - -- - - X96 1112 I I — -- _ Creek 3895 I } I I III9 1112 l I -- - - - - -- -------- - - - - -- -- 2M T ` I A 2 as I La ti am A I-M an tom.. I . a� I 2' I i i� ' SR 1121, Rosemont Rd Begin project at survey station 0 +00 in the center of SR 1119, thence in a southerly direction for a distance of 3,823 feet,_ MO 0 72 miles, to the end of project at survey station 38 +23 in the center of SR 1122 I -_ 35 I I 29 I Z285 -0 � 1 z a RUTHERFORD COUNTY g ` I m -=0 as N / a / MW ZM 1 — \ 1 use s _ I za ~ ZM 2= I a I I � 1 1 I i `Jr 1 N / / 2Z \ \ 1 \ \ a a