The URL can be used to link to this page

Home My WebLink About20150301 Ver 1_Application_20150324�..�, �� STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAT MCCR02Y GOVER\'OR March 20, 2015 U.S. Army Corps of Engineers Wilmington Regulatory Field Office P.O. Box 1890 Wilmington, North Carolina 28402-1890 ATTN Dear Madam: Subject: Ms. Elizabeth Hair NCDOT Coordinator Notification for Nationwide Permit 14 (Minor Road Crossing) NCDENR 401 WQC 3886 Safety Improvement Project- SR 2220 Cumberland County State Project Number: 50079.1.1/ W-5512 ANTHONYJ.TATA SEC}tETARY The North Carolina Department of Transportation (NCDOT) has scheduled to widen and improve SR 2220 (Tom Starling Rd) in Cumberland County. Total project length is 4.43mi. Tliis project will require the replacement of five (5) wet cross line as shown below: Crossing Roadwa,y Station Existing Culvert Proposed Culvert Permit Site #1 Sta. 37+10 50 LF 48" RCP 2(60 LF 54" RCPI New Surface Water Impacts = 0.004 acres Crossin Roadwa Station Existin Culvert Pro osed Culvert Permit Site #2 Sta. 127+23 60 LF 42" CMP 80 LF 60" RCP Permit Site #3 Sta. 136+13 2(62 LF 36" CMP) 93 LF (95"x 6T') CSAP w/ Headwalls Permit Site #4 Sta. 164+14 2(48 LF 36" RCP) 60 LF (103"x 71") CSAP w/Heaclwalls Permit Site #5 Sta. 214+22 65 LF 18" RCP 65 LF 36" RCP New Stream Impacts = 63 [inear %et P. O. Box I I SQ Fayetteville, NC 28302-I I50 - Telephone (910) 437-0207- Fax (910) 486-I959 Construction of this project will require impacts to the waters of the United States in the Cape Fear River Basin. The project is located within the 03030004 Hydrologic Unit, sub basin 03-06- 15. All Permit Sites #1-5 are unnamed tributaries of Rockfish Creek (C). This site is located in Southern Cumberland County and is an often used `cut through' road between Business US 301 and NC 87 by all motorist types. Tractor trailers frequent Tom Starling Rd. as the Cumberland County industrial park is located toward the beginning and middle of SR 2220. There is presently two tight radial curves, whieh in addition to speed contribute to run off road crashes. A re-design of both reverse curves to accommodate increased speed in addition to 2ft widening has been deemed the most appropriate action. Permit Site #1 is located at Station 37+10. Currently a 50 LF 48" CMP conveys water underneath the roadbed. Within the confines of this project the stream portion has had great human influence. A natural, spring feed, intermittent system begins roughly 100ft downstream of this project. This makes the portion within the work zone a contributing surface water of Rockfish Creek and as such will incur 0.004acres of surface water impacts from the proposed installation of 2(60 LF 54" RCP). One pipe will be inline with the channel for normal flows, while the second pipe will be set offline to act as a floodplain pipe. A headwall will be loeated upstream, while 10 LF of Class I stone will be installed on the banks downstream to protect against erosive velocities. Dewatering operations shall result in 0.003acres of temporary impacts. Permit Site #2 located at Station 127+23 has an existing 60 LF 42" CMP, which will be replaced with an 80 LF 60" RCP with Headwall upstream. Tl�ere is an 18" RCP driveway pipe that comes into join the tributary upstream. Class I rip rap will be placed on the banks within this junction area to protect the banks from scouring. 10 LF of Class I rip rap will be placed on banks downstream due to grade changes from the roadway to natural ground to protect banks from erosion. As this intermittent stream is an unnamed tributary of Rockfish Creek it will incur 20 LF of permanent stream impacts and 20 LF of temporary impacts due to dewatering measures. Permit Site #3 currently contains 2(62 LF 36" RCP) at Station 136+13. These pipes will be replaced with a single line 93 LF (95" x 67") CSAP with Headwalls. This perennial stream will thus incur 31 LF of permanent impacts and 20 LF of temporary impacts from dewatering operations. All BMP's sball be followed during construction and upon completion 10 LF of Class I rip rap will be placed on banks of the outlet for bank stabilization. Permit Site #4 conveys water underneath SR 2220 through existing 2(48 LF 36" RCP) at Station 164+14. NCDOT proposes to replace these double lines with a single 60 LF (103" x 7P') CSAP with Headwalls. There is a small, dammed pond upstream on private property; proposed grades reflect 1 ft burial below existing stream bed. 10 LF of Class I rip rap will be placed on banks on the outlet end to assist in erosion protection. This intermittent stream channel will incur 12 LF of permanent impacts and 20 LF of temporary impacts due to dewatering. Permit Site #5 is located at Station 214+22 and currently has an 65 LF 18" RCP. This pipe is dramatically undersized and shall be upgraded to an 65 LF 36" RCP. This intermittent unnamed tributary of Rockfish Creek rated a 21.75 utilizing the Stream Assessment form. No permanent stream impacts shall be incurred as the pipe is being replaced with the same length and set at the same elevations. 20 LF of temporary impacts from dewatering will result. RESOURCESTATUS In general, there will be minor impacts proposed as a result of the replacement of the culvert and wetland fill along SR 2220, Tom Starling Rd in Cumberland County. A Nationwide Permit #14 / NCDENR 401 WQC 3886 is required for the project. Endangered Species: Plants and animals with Federal classification of Endangered (E) or Threatened (T) are protected under provisions of Section 7 and Section 9 of the Endangered Species Act of 1973, as amended. As of December 26, 2012, the U.S. Fish and Wildlife Service lists seven (7) federally protected species for Cumberland County. Federall Protected S ecies for Cumberland Coun SCIENTIFIC NAME COMMON NAME STATUS Alligator mississippiensis American alligator T(S/A� Picoides borealis Red-wekaded woodpecker g Neonympha mitchellii francisci St. Francis satyr butterfly $ Schwalbea americana American chaffseed $ Rhu.s michauxii Michaux's sumac g Lyimachia asperulaefolta Rough-leaved loosestrife $ Lindera melissifolta Pondberry $ "E" denotes Endangered (a species Yhat is in danger of extSnctio� throughout all or a significant portion of its range). T(S/A)- Threatened due to similarity of appearance, a species that is tlueatened Due to similarity of appearance with other rare species and is listed for its Protection. These species are not biologically endangered or threatened and Are uot subject to Section 7 consultation. A biological conclusion of "No Bffect" was reached for a11 species during the July 22, 2014 survey for protected species. Protected species were not identified, nor, was the general habitat for each species identified. REGULATORY APPROVALS Application is hereby made for a Department of the Army Nationwide Permit 14 ! NCDENR 401 WQC 3886 as required by the above-described activities. The National Register was reviewed in addition to conducting a field view of the project for significant historic features. The projecY impacts are minor in nature and should not remove or degrade existing water quality uses. Pipe size proposed are the minimum necessary to create a safe highway while accommodating the 25-year design storm. By utilizing the erosion control measures, downstream water quality standazds will be protected. All appropriate BMP's will be uYilized during construction. Attached is a Preconstruction Notification Form, plan sheets, marked county road map, quad location map and photographs. If you should have any questions, or need additional information please contact James J. Rerko, PWS at (910) 437-0207. incerely, � �� °�"� � �R/� / James J erko, PWS / Division 6 Environmental Officer ATTACHMENTS � Cc: Ainy Chapman, Division of Water Quality (Electronic copy) Mason Herndon, Division of Water Quality (Electronic copy) Greg Burns, P.E., Division Engineer o��F W ATF9pG > S IL.JUJL7� =, O �� „'�Oa, � T �� ., Office Use Only: Corps action ID no. DWQ project no. Form Version 1.3 Dec 10 2008 Pre-Construction Notification (PCN) Form A. A licant Information 1. Processing 1 a. Type(s) of approval sought from the Corps: � Section 404 Permit ❑ Section 10 Permit 1 b. Specify Nationwide Permit (NWP) number: '14 or General Permit (GP) number: 3886 1c. Has the NWP or GP number been verified by the Corps? � Yes ❑ No 1d. Type(s) of approval sought from the DWQ (check all that apply): � 401 Water Quality Certification — Regular ❑ Non-404 Jurisdictional General Permit ❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization 1 e. Is this notification solely for the record For the record only for DWQ 401 For the record only for Corps Permit: because written approval is not required? Certification: ❑ Yes � No ❑ Yes � No 1f. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation � Yes � No of impacts? If so, attach the acceptance letterfrom mitigation bank or in-lieu fee program. 1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h ❑ Yes � No below. 1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ❑ Yes � No 2. Project Information 2a. Name of project: Tom Starling Rd (SR 2220) 2b. County: Cumberland County 2c. Nearest municipality / town: Fayetteville 2d. Subdivision name: NA 2e. NCDOT only, T.I.P. or state W_ 5512 project no: 3. Owner Information 3a. Name(s) on Recorded Deed: NA 3b. Deed Book and Page No. NA 3c. Responsible Party (for LLC if NA applicable): 3d. Street address: NA 3e. City, state, zip: NA 3f. Telephane no.: NA 3g. Fax no.: NA 3h. Email address: NA Page 1 of 11 PCN Form — Version �.3 December 10. 2008 Version 4. Applicant Information (if different from owner) 4a. Applicant is: � Agent ❑ Other, specify: 4b. Name: Greg Burns, P.E./NCDOT/Div 6/Division Engineer 4c. Business name NCDOT (if applicable): 4d. Street address: PO Box 1150 4e. City, state, zip: Fayetteville, NC 28302 4f. Telephone no.: (910) 456-1493 4g. Fax no.: (910) 456-1959 4h. Email address: gburns@ncdot.gov 5. AgenUConsultant Information (if applicable) 5a. Name: James J. Rerko, PWS 5b. Business name NCDOT/Div 6/Division Environmental Officer (if applicable): 5c. Street address: PO Box 1150 5d. City, state, zip: Fayetteville, NC 28302 5e. Telephone no.: (910) 437-0207 5f. Fax no.: (910) 486-1959 5g. Email address: jjrerko@ncdot.gov Page 2 of 11 PCN Form — Version 1.3 December 10, 2008 Version B. Project Information and Prior Project History 1. Property Identi£cation 1a. Property identification no. (tax PIN or parcel ID): NA Latitude: Longitude: - PS#1:34.9604'N -78.9090'W PS#2:34.9479'N -78.8845'W 1b. Site coordinates (in decimal degrees): PS#3: 34.9473'N -78.8824'W PS#4:34.9468'N -75.8720'W PS#5:39.9468'N 3�,y60�h/ -7&5720=W -78.SS 3 (DD.DDDDDD) (-DD.DDDDDD) 1 c. Property size: 32 acres 2. Surface Waters 2a. Name of nearest body of water (stream, river, etc.) to Rockfish Creek; B�' proposed project: 2b. Water Quality Classification of nearest receiving water: C(both) 2c. River basin: Cape Fear 3. Project Description 3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application: This road is located in South Western Fayetteville and is a'cut-through' road between Bus US 301 and NC 87. Cumberland County industrial park is located at the projects beginning, while residential neighborhoods are located towards the end. 3b. List the total estimated acreage of all existing wetlands on the property: 0. acres 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 63 linear feet, 0.004 acres surface water 3d. Explain the purpose of the proposed project: This is a safety project to eliminate the hvo reverse curves in the middle of Tom Starling Rd. These curves, coupled with the narrow width throughout the entire road contribute to a high crash volume. 3e. Describe the overall project in detail, including the type of equipment to be used: The two reverse curves will be eliminated. The radius will be increased to flatten both curves into a more fluid motion for motorists. Culverts will be replaced and extended to accommodate improvements. The entire road will experience 2ft widening and resurfacing. Impacts will be minimized as much as possible. The culverts will be replaced utilizing a track- hoe excavator. While front end loaders will place fill material. Eventually a motor grader will finish grade the project prior to paving. 4. Jurisdictional Determinations 4a. Have jurisdictional wetland or stream determinations by the Corps or State been requested or obtained fo� this property / � Yes � No ❑ Unknown project (including all prior phases) in the past. Comments: 4b. If the Corps made the jurisdictional determination, what type of determination was made? � Preliminary ❑ Final 4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company: NA Name (if known): NCDOT Other: NA 4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. Page 3 of 11 PCN Form - Version 1.3 December 10, 2008 Version t� 5. Project History 5a. Have permits or certifications been requested or obtained for � Yes � No this project (including all prior phases) in the past? ❑ Unknown 5b. If yes, explain in detail according to "help file" instructions. 6. Future Project Plans 6a. Is this a phased project? ❑ Yes � No 6b. If yes, explain. Page 4 of 11 PCN Form — Version 1.3 December 10, 2008 Version C. Proposed Impacts Inventory 1. Impacts Summary 1a. Which sections were completed below for your project (check all that apply): ❑ Wetlands � Streams-tributaries ❑ 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) Temporar T W1 ❑ P❑ T NA ❑ Yes ❑ Corps ❑ No ❑ DWQ Wz � 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 ❑ Na ❑ 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. 3 b. 3c. 3d. 3e. 3f. 3g. Stream impact Type of impact Stream name Perennial Type ofjurisdiction 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 ❑ P❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ S2 � P� T Culvert UT of Rockfish ❑ PER � Corps 3 ft 20 LF Creek � INT ❑ DWQ (20LF Temp) UT of Rockfish � PER � Corps 31 LF S3 � P� T Culvert Creek 6 ft (20LF ❑ INT ❑ �WQ Temp) UT of Rockfish ❑ PER � Corps 12 LF S4 � P� T Culvert Creek � INT ❑ DWQ 5 ft (20LF Temp) UT of Rockfish ❑ PER � Corps 20 LF S5 ❑ P� T Culvert Creek � WT � DWQ 3 ft Temp S6 ❑ P❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ 3h. "Total stream and tributary impacts 63 LF 3i. Comments: I OLF both up and downstream will be incurred for dewatering at each site for a total of 80 LF. Page 5 of 11 PCN Form — Version 1.3 December 10, 2008 Version 4. Open Water Impacts If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of the U.S. then individually list all open water impacts below. 4a. 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 Tem ora T 01 � P� T Unnamed Tributary Culvert Intermittent 0.004acres Rockfish Creek Tributary (0.003acres Temp) 02 ❑P❑T 03 ❑P❑T 04 ❑P❑T 4f. Total open water impacts 0.004 acres 4g. Comments: 10 LF up and downstream will result from dewatering equaling 0.003acres of temporary impacts. 5. Pond or Lake Construction If ond or lake construction ro osed, then 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 NA P2 Sf. Total 5g. Comments: 5h. Is a dam high hazard permit required? ❑ Yes � No If yes, permit ID no: 5i. Expected pond surface area (acres): 5j. Size of pond watershed (acres): 5k. Method of construction: Page 6 of 11 PCN Form — Version 1.3 December 10, 2008 Version 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 im acts require miti ation, then ou MUST fill out Section D of this form. 6a. ❑ Neuse ❑ 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) Tempora T im act required? 61 ❑P❑T ❑Yes ❑ No 62 ❑POT ❑Yes ❑ No B3 ❑P❑T ❑Yes ❑ No 6h. Total buffer impacts 6i. Comments: D. Impact Justification and Mitigation 1. Avoidance and Minimization 1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project. Both reverse curves where re-aligned so that all culvert sites could be replaced in their existing location. 1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. The roadway shall be closed for the replacement of sites #2 &#3 so that pipes are placed back within the channel area and no boring will be necessary. Rip rap protection will be installed on banks and not within the stream channel. Double line culverts are being replaced with single line barrels where possible. Permit Site#1 shall have a main barrel inline with the channel while the other is set offline for a floodplain pipe. 2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State 2a. Does the project require Compensatory Mitigation for ❑ Yes � No impacts to Waters of the U.S. or Waters of the State? 2b. If yes, mitigation is required by (check all Ihat apply): ❑ DWQ ❑ Corps ❑ Mitigation bank 2c. If yes, which mitigation option will be used for this project? ❑ 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 NA Quantity NA Page 7 of 11 PCN Form — Version 1.3 December 10, 2008 Version 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. 6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ 6a. Will the project result in an impact within a protected riparian buffer that requires ❑ Yes � No buffer mitigation? 6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the amount of mitigation required. 6c. 6d. 6e. Zone Reason for impact Total impact Multiplier Required mitigation (square feet) (square feet) Zone 1 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: NA Page 8 of 11 PCN Form — Version 1.3 December 10, 2008 Version E. Stormwater Management and Diffuse Flow Plan (required by DWQ) 1. Diffuse Flow Plan 1 a. Does the project include or is it adjacent to protected riparian buffers identified � Yes � 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 Mana ement Plan 2a. What is the overall percent imperviousness of this project? 33 % 2b. Does this project require a Stormwater Management Plan? � Yes ❑ No 2c. If this project DOES NOT require a Stormwater Management Plan, explain why: Please see attached Management plan 2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan: ❑ Certified Local Government 2e. Who will be responsible for the review of the Stormwater Management Plan? ❑ DWQ Stormwater Program � DWQ 401 Unit 3. Certified Local Government Stormwater Review 3a. In which local governmenYs jurisdiction is this project? NA ❑ Phase II 3b. Which of the following locally-implemented stormwater management programs � NSW apply (check all that apply): ❑ USMP ❑ Water Supply Watershed ❑ Other: 3c. Has the approved Stormwater Management Plan with proof of approval been ❑ Yes ❑ No attached? 4. DWQ Stormwater Program Review ❑ Coastal counties ❑ HQW 4a. Which of the following state-implemented stormwater management programs apply � ORW (check all that apply): ❑ Session Law 2006-246 ❑ Other: 4b. Has the approved Stormwater Management Plan with proof of approval been attached? ❑ Yes ❑ No 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 9 of 11 PCN Form — Version 1.3 December 10, 2008 Version F. Supplementary Information 1. Environmental Documentation (DWQ Requirement) 1 a. Does the project involve an expenditure of public (federal/state/local) funds or the � Yes ❑ 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 � 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. Due to the minimal transportation impact resulting from this Spot Safety project, this project will neither influence nearby land uses nor stimulate growth. Therefore, a detailed indirect or cumulative effects study will not be necessary. 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. Page 10 of 11 PCN Form — Version 1.3 December 10, 2008 Version 5. Endangered Species and Designated Critical Habitat (Corps Requirement) 5a. W ill this project occur in or near an area with federally protected species or habitat? ❑ Yes � No 5b. Have yo�u checked with the USFWS concerning Endangered Species Act � Yes � No impacts. ❑ Raleigh 5c. If yes, indicate the USFWS Field Office you have contacted. ❑ Asheville 5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat? USFWS Endangered Species website (list by county), Preliminary Ground Survey, Natural Hertiage GIS layer 6. Essential Fish Habitat (Corps Requirement) 6a. W ill this project occur in or near an area designated as essential fish habitat? ❑ Yes � No 6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat? USFWS website- http://www.iws.gov/nc-es/fish/fish.html 7. Historic or Prehistoric Cultural Resources (Corps Requirement) 7a. Will this project occur in or near an area that the state, federal or tribal governments have designated as having historic or cultural preservation � Yes � 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? NCDOT Cultural Resources office preformed an internal review through the Programmatic Agreement between State Historic Preventation Office and NCDOT. 8. Flood Zone Designation (Corps Requirement) 8a. Will this project occur in a FEMA-designated 100-year floodplain? ❑ Yes � No Sb. If yes, explain how project meets FEMA requirements: NA Sc. What source(s) did you use to make the floodplain determination? NC Floodplain Mapping website (Tiles #0424, 0433, 0434,0443) /1 / / Greg Burns, P.E. I�� 5 �� Feb 20 ;2015 i ApplicanUAgenYs Printed Name ;� ApplicanUAgenYs Signature r��y J/s} � Date (AgenYs signature is valid only,'�if an authorization letter from t�ie applicant �j _„/� ` i� G�Is provlded. ° � J � Page 11 of 11 PCN Form — Version 1.3 December 10, 2008 Version TIP R-5512 Cumberland County PRELIMINARY JURISDICTIONAL DETERMINATION FORM BACKGROUNDINFORMATION A. REPORT COMPLETION DATE FOR PRELIMINARY JURISDICTIONAL DETERMINATION (JD): B. NAME AND ADDRESS OF PERSON REQUESTING PRELIMINARY JD: James J. Rerko, PWS NCDOT Box 1105 Fayetteville, NC 28302 C. DISTRICT OFFICE, FILE NAME, AND NUMBER: D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION: Bridge is 0.5 mile south of the intersection of SR 1006 and SR 1118. (USE THE ATTACHED TABLE TO DOCUMENT MULTIPLE WATERBODIES AT DIFFERENT SITES) State:NC County/parish/boroughCumberland City: Fayetteville Center coordinates of site (lat/long in degree decimal format): Lat. 34.9473° Pick List, Long. -78.8824° Pick List. Universal Transverse Mercator: Name of nearest waterbody: Rockfish Creek Identify (estimate) amount of waters in the review area: Non-wetland waters: 63 linear feet: ft.width (ft) and/or Cowardin Class: Riverine Stream Flow: Perennial / Intermittent Wetlands: Cowardin Class: Scrub-shrub Name of any water bodies on the site that have been identified as Section 10 waters: Tidal: Non-Tidal: E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY): ❑ Office (Desk) Determination. Date: ❑ Field Determination. Date(s): 1. The Corps of Engineers believes that there may be jurisdictional waters of the United States on the subject site, and the permit applicant or other affected party who requested this preliminary JD is hereby advised of his or her option to request and obtain an approved jurisdictional determination (JD) for that site. Nevertheless, the permit applicant or other person who requested this preliminary JD has declined to exercise the option to obtain an approved JD in this instance and at this time. 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 approved JD for the activity, the permit applicant is hereby made aware of the following: (1) the permit applicant has elected to seek a permit authorization based on a preliminary JD, which does not make an official determination of jurisdictional waters; (2) that the applicant has the option to request an approved JD before accepting the terms and conditions of the permit authorization, and that basing a permit authorization on an approved JD could possibly result in less compensatory mitigation being required or different special conditions; (3) that 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) that 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) that undertaking any activity in reliance upon the subject permit authorization without requesting an approved JD constitutes the applicanYs acceptance of the use of the preliminary JD, but that either form of JD will be processed as soon as is practicable; (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 preliminary JD constitutes agreement that all wetlands and other water bodies on the site affected in any way by that activity are jurisdictional waters of the United States, and precludes any challenge to such jurisdiction in any administrative or judicial compliance or enforcement action, or in any administrative appeal or in any Federal court; and (7) whether the applicant elects to use either an approved JD or a preliminary JD, that JD will be processed as soon as is practicable. Further, an approved JD, 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, and that in any administrative appeal, jurisdictional issues can be raised (see 33 C.F.R. 331.5(a)(2)). If, during that administrative appeal, it becomes necessary to make an official determination whether CWA jurisdiction exists over a site, or to provide an official delineation of jurisdictional waters on the site, the Corps will provide an approved JD to accomplish that result, as soon as is practicable. This preliminary JD finds that there "may be"waters of the United States on the subject project site, and identifies all aquatic features on the site that could be affected by the proposed activity, based on the following information: SUPPORTING DATA. Data reviewed for preliminary JD (check all that apply - checked items should be included in case file and, where checked and requested, appropriately reference sources below): 2 � Maps, plans, plots or plat submitted by or on behalf of the applicanUconsultant: . � Data sheets prepared/submitted by or on behalf of the applicanUconsultant. ❑ Office concurs with data sheets/delineation report. ❑ Office does not concur with data sheets/delineation report. ❑ Data sheets prepared by the Corps: . ❑ Corps navigable waters' study: � U.S. Geological Survey Hydrologic Atlas: . ❑ USGS NHD data. ❑ USGS 8 and 12 digit HUC maps. � U.S. Geological Survey map(s). Cite scale & quad name: Lillington, NC. ❑ USDA Natural Resources Conservation Service Soil Survey. Citation: ❑ National wetlands inventory map(s). Cite name: ❑ State/Local wetland inventory map(s): . ❑ FEMA/FIRM maps: ❑ 100-year Floodplain Elevation is: (National Geodectic Vertical Datum of 1929) ❑ Photographs: ❑ Aerial (Name & Date): . or ❑ Other (Name & Date): ❑ Previous determination(s). File no. and date of response letter: ❑ Other information (please specify): IMPORTANT NOTE: The information recorded on this form has not necessarilv been verified bv the Corps and should not be relied upon for later iurisdictional determinations. � � %�l� Signature and date of Regulatory Project Manager (REQUIRED) 3 Signature arid da�e of " p�erson req�esting preliminary JD (REQUIRED, unless obtaining the signature is impracticable) 3 �L9/>3� K-5512 Cumberland County Estimated Site Cowardin amount of Class of number Latitude Longitude Class aquatic aquatic resourcein resource review area 1 34.9604 -78.9090 Riverine 0.004 acre Non-section 10 -tributary 2 34.9479 -78.8845 Riverine 20LF Non-section 10 non— wetland 3 34.9473 -78.8824 Riverine 21 LF Non-section 10 —non-wetland 4 34.9468 -78.8720 Riverine 12 LF Non-section 10 —non-wetland 5 34.9504 -78.8553 Riverine 0 LF Non-section 10 —non-wetland ,�_ , � , �.''+' �; :;, .�'";; ? �w,ai , j'y � � (C 4�� '� ,-� . , �I�� 1��C��f �� .lc. .'` .'� .'%.^�,.� i T �k� :F ✓' `i-� f.� p `1.�;�'.S.'� r �s ��{/< � .. , i-�'" r �'r AE ' �i�� I } � f `�, v �1�' �� - y. f 1�ti\ l� 4� `�y l� I�I6k.. � .I.lLI '1tl � �� i �� -�- + �� +y !` • � �`� �4. �/' . � t � �.>_ �/ -�_ Permit5ite#1 f :�f tl � ..: o � .n .,.,t : -� - __� � _ t— W�{ I _ If �'{ I � � ?`'- � --�. ,-4;- _��./ '�'_�1 �r`'. ^'�� , I �f � � F} � � � ) �C a � J/ �?v � ' �� r �� / F \ . / � ;��y ._....� � � F i_T t �?ti9y � �J� ,Af �� . � � � . � �� (�� .. C/ " }/ � � f �i C:`.l � }'� � ,r :. � \ � Y � 1(!� riW�� p' � = �.� � � a . �st � � ' �� _ � � 2�, '�`- I .. ✓ T` � , _ '_� � � ��p L S` 1 � i��/^ "s `-( �I�� .c �.�� t . � . ": ��. _ . _ �, � 4G . � 1 �. a � . . �� -`.-�.� 5 � .S � Y `f 1 �3 . � � � , �'. } \ 1'". if �.. �S� 8 � _ -�- - -_ j- �•Y . , ; � �� 1 ��r � I -�=f , �: / �� l � �'. r� 9 15: _ "� C ._`_ `t^-r`^y-�, � �1 � i: . � 'y' �, �' �"� � ' 1�^A � y� � �,�� ` �r� J F �, . r.r,tiilil4 ��-�` . i (�� :,ii` i �FIl��'%` � � %' 6�y(f�t'(�-�.-� �� `r ��r( ti �. .f,,\.. .,�, .4 '� ,� � : z?;..r�.xk,� . . � <, , � .. . .. ,. � = !/\\� � i� � .l ' �� .. ,�brep StnR %�� 1 ,� � ir � ` � � � m�A�i, ��?Y / l,� �y��11%. _ - . Lt� � � _ �F� � SI?�.' . m �. � � �;,� v �a.u:Nay �"a;.�y a �e-. ,. � � ti� y �� _ �� i �� - t � � � ' �� - ( �y r '� , " �' � T�-'� `-a,,.u.'� �� „��: �,`� � t -�,°` r � " `��':� ` "'-- '\ y`i lti�y � �i� " e�. t ` �� } .3 q �� F � _�. � '�\-�iFi _ � �. � � � t N_ - � �� - ,._ � � *>_ ,,'_ � i� , ,� _. �-� L�_` ' f�, r �it, . � -�r�.^-,i ?� \\��''r � � ��, . _, --�a�...� / �� .� '� � �..� i A. I � � - ' -+-- �-- � . ' \:. , \, lgyy � '-i, t ' „_`�. � _- - - f Perm�t Site #2 `'�_ / 1 � I � � c � � �� f/' . . �iS� . .�� ~ f !I�F{4 �. � t�'YU�' �=-��' . '^ti°'� __ � - .�' � � ,� , �--� — _ � ' � ,^'� ! � . . ,� ��} � 1' — � _� ^I �_�� , ' r � � �� ° Perm�t Site #3 ,' C� �: a f ti fi.� : _ _ . , :i'. - -; �-` '�-;'.: { 't -� , � = - �l. � f , � I-- , i,.jy,� ,,� � - - ; _ • - ,s . _ . Pertnrt Site #4 . i � / . �4 w ,y"`'� . �\� ' " � . ' �,� /i � " -- . ' � I ' � " ---\ � i l t' 1 i .- / j_ � . �, „��l„�' 1� _ ' .� i '�. / - ; 4� ' � ' . � �.� ..( �� 1.�_ ' �� +,.� _ 'i !.�'%" -- � '` • ,m � l� I/`' ..�.y^GY./F'�. ��-� � �'-�� , i �i . . `� . `'x . . �i f � � - � � / ��, �-a' . � . =ti. _i j t_. .:-+.,.-,_ �? .�f� 1 \� '' 1.,� '` tr `'. � �` \ �"""' �%/�\,-3'l, `�-'�'+�"'� . ' ` �j .`�� G ' � ��.�M� 1• �` ;�l / "~� � \ . .�� -�' _�� . I � . . . __ r �� __....'r°'�P�� /`t' �— ` � . i ,� � � � � /;-- --' T-T ..Y� f '� � .�'� � . � � � i ,,�,:", �";,t ti_ _ . ' �% ' � � ,� . ,. ,-,�r �1t.\ �sa.�____ � j�t_� \ �� I III�'° /� � �'. '1'- i ` � . ` _ _._ I`�° ` # u i /�'/"i /r `\ ��.'� � �50 .._ _ `�v. ,�'�vF~�. � ��, ' l' i {� -- . . �' ' �_, r . TT, _ -t�,t,�>',`�;�?', � � � ` �� . <- ��'��y z� J�� -.t \C,' ✓ � �_ � � � . --i-1 � � ( � f �> '� ; . /t �^` i ./l � C� I N V�1-�+�E �J � 9�0 1,800 3,6Q0 Feet S 1 inch = 2,000 feet ' �t� (' I l ( :-�r'"Y-�` ., i. ' _l� . � z ,tr,�n Site Information Tom Stariing Rd (SR 2220) W-5512 Cumberland County \,,. , � � � ` `J� ( ` R� �� i� ,. , � _� �;,�1.. �,� l+hl �,' i �� ! � � �\ � ��: (t� � � � �.;,;,;,.;�, • �-`=�.-�!;�l -_ ��,��tlM � ': % �� '�._ e�.% �,..rg.4--�,--SV��„�-„�i*'�-n. -� �,`t�` � � 'r�:-=r/` � �'� � tis;l�'f -F'.- _e� . � '�` �C� r+�.� :: a- r..s-..:_ � '�.. - . f �� »� �: � �; � . <.�'" . 'p�...t.� ..� � . � . . .:- - � , , � �.' �.. � ' :a /�' ..S` r I \l -��ey6� � '. Y -` � �� 1. � , � : .� � c �� ; � �(�� i. , . � ` •' �� l �! �'�-�� ' „ \ "�.Z.. l � f ( � ` � . S`f��` . _ y...� �. I ��•/ � ^ ��. �i�.�A �i .Evans k,�.�% . r 'Cam , %� � F ii��'tl � i �. ; --.%�'�a�~ .:�1 � ;�, c�m� ,: � , i c°�:. � �',� � y.•. �;.�'� "-' ,�° , �'�:-� 'yx %� l,,F��^ I .I. � � � � . 1. � � � � '�' � � � j ( : � � 5 f �� J F . � � � 1 t iF �a� 3 �. \. I y t � � h � � l n��fr � . �.? �.. i �'� t , t �1f � . i`, r� �� _ . ?-i �� .� r l I -_cr�a -_ . J ... � 1)i .. 1ai(71na.., �, y.y \ v�� . ��C7`e �_: �) a`t . � T�_ ; . _ - I :.: Sn$! � � � � �'\ . � � � �'s, r � lt-.'°�X. 4t � ', �� " � � � � � . , � C Vr / p . � � � ' '� � �`. � �y }80.1 �a,; - i �\,�„��-�--,� �� . -��; ; ��_ `�I �� .: �� .�` f, �. �� _ � �-� �-,i" � �� . __. ,�'._ ` , } '=� / � �? Y —�t---�- ��-�� Permit Site #5 1 �� ~�� `�`" `'��. � � � � i ._ - -- ` --T, � J. . ar � r ,a�_.;f( \. ��`'``.��y `_ _ � �.` . ' i-�— -;; _ � _ . ',�� ' �a 7, ' \.` , ,� � I'� � '\,�✓ � 1.�4 . � � � i i � � � �..��'—" ..� �1 ♦ r ,� - � � �. —'�. {�^ittrJ ^) •.` ' \ � ') .�t o� t��'ee � I f j � 1 � .�� ' ` �,t� � r / 1`� I� C ; � � ,,��' � ��'';_ � �;'�. %j�� -��t4 � . �;- //'—�� .r- r t �—�-� � , /�T..^ � jjI''(��.i� � � ' VA� I � i ��,� ��r. • " �� "}t � � � �� o�_ _ _ �.X 'M1 �� , ii I F ��./� t� �.lf'>3!I� ��"? _��' ��,F"`<,..i . �\ � V ` _�1'. /( \�l a . � , � J v� � �.� \ :. �. � r �. .. �� h� � _ ` ��ry . 1, � �� i i �. � `"' �GI ':r'."� r � . - ' F - ' .v�.-�--a.Y�,€_. � {��r= �� .t� � '�%� "� ..1�_ ! j/�'.. `�.. tlr!{(1ti�� f 3 �\ ��_ �' � � ` VA� , �. ., ��IF� j ` � 1 r' J �m: 7 `_� � � , ��F�'' I � 'i ;� J , � , �f, . M ^"� I : c�• - �� , �:K �-,- ��r � -� ��,�^�- � ,`v?j}l'�Rli�1_.. '. "."- "�9 �,� �: ° ,,� �'if �- • � � ,.'\�`�'L �_ ,�`E��i'.)��r` , ., � � � N Site Information -r-�- -r W E WBS # 5512 �_��='.t .;,yy�� 0 900 1,800 3,600 Feet Tom Starling Rd; SR 2220 - �_; , .. . �`'-' ��l S Cumberland County �� -7 1 inch = 2,000 feet Bg y �d��i NC �ivision af Wafer Q uali'ty –Mefhodology for ldeni ification of fn iermiiEent an d Perennial Streams and Theie Oriqins v, 4.0 � Date: � ^ ,2,_ � . Pro e�t/Site: '' � , '= - � , - _ �z{�t��: ,3 � �, ;r D. EvalUator: .� � � � . .(� r , . .. � � � - County; i . - -,` Longitude: _ 7 c? O ��: `-� n I V�.; i. {.J-?. •r i"r' (: I:l j J Wi�h Tenlo Total Poinis: _ _ SfreamisatleastintermiReot .� i S� am nafermjpafion (circle one) Other ,� of' ifzlgorperennialifz30' c�. -. � J Intermiti2n2 � Perennial: e.g. quadrcsme: �.�� J�" �;� �. . ,—__� _-_____ A. Geomor holo �Subtotal = �� '� ) Absenf Weal< Moderate Strc lorge, grey � 1 a� Continuity of channel bed and bank / D 1 � /enlodes 2, Sinuosity of channel along thalweg p 3 � 3. th-channe� strudwe: ex. riffle-pooi, step-pool, � m 3 rip le-paal se uence 0 � Z 3 4. Part�cle size of sheam substrafe � � 5. Active/relict floodplain Z 1 2 3 6. �epositional bars or benches � � 2 7. Recent alluvial deposits � � 3 :rane fl $� Headcuts 2 3 ��,a 9. Grade control � � Z 3 10. Natural valley � 0.5 1 1.5 � 11.Sewndorgreaterorderchannei � � No 0 5 1 1.5 arti�icial tlffches are not rated; see discussions in manual � Yes = 3 B. H drolo y(SUbtotal = r�!7 — 12. Presence of 8aseflow � atle-tike "�5. Sediment on ptants ordebris _ 16. Organic de6ris I(nes or piles 17. Soil-based evidence of high water dau; C. Biolo�(Subtotal = ' sa ' • 18. Fibrous roots in streamhed � 19. Rooted plants in streambed ` 20. Macrobenthos (note diversity and a6i 21. Aquatic Mollusks 22. Fish Pre'� 23. Cra�sh �� 24. Amphi6ians 33e 1 0 q 1.5 � � 0.5 � 0.5 itl plants in streambed ��—FAC - streams may also 6e �dentified using ofher methods. See p. 34 of manuai. Sketch: " � rryemi L`. � �: . "spines �r lo.�! La � ' � ' . � � 40 e z 3 2 , _ (1.75$ OBL = 1.5 Other = 0 ,�,_: �/ � 0 i��.9� �1C Division of Water Cuality -�ethodology (or ldentificat,'c�r of IndermfiYtent and Perennial St�eams and Their Origins v. �.0 NC DWQ Stream Identification Form Version Q.0 Date: j � .7 /� (� Pro"ecUSlte: � .. � � ' ^ �� i � J ,: . . Laiitude: 7� � �(. �- � Evaluator. � 1 � � � � ` -- -P�/k.�' ;� :s ^./ County: C; <;. �, �. ,� Longitude: _ � g . (? Q �� , Total Points: =--�--- WifhTeNe streamisatleastintsrmieent ... Stream oeterml ation (circle one) other '� � .,1 i of' �7? 19 or erenniaf if? 30� ��i � ..Tntermi�nL � Perennial: e.g. Quad Name: i\M;, � � - ..� :.l�.�t-.' A. Geomor holo (Subtotal = � ) Absent Weak Moderate Strony lorge, grey � 1 a� Continuify of channel hed and 6ank p 1 ,� len�ades 2,Sinuosityofchannelaiongfhalweg � � 3 � 3. In-channel struqure: ex. riffle-pool, step-pool, � 2 3 rip fe- aol se uence 0 (� i z 4. Particie size of stream subsfrate 3 0 q � 5. Active/relict floodplain .-�j � 3 6. Depositional bars or benches Z 3 0 �1:% 2 3 ". 7. Recent aliuvial deposfts p � :rane il 8� Headcuts 2 3 Larvm 9• Grade control � � �� 2� 3 d . 0.5 1 90. Natural vailey Q t,5 11.Secondorgreaterorderchannel � � �65 1 t5 --- No qd Yes = 3 artificial ditches are not rafed; see diswssions in man�al � B. H drolo Subtotal= `' - 12. Presence of BaseNOw 0 1 13. Iron oxid'¢ing bacteria 2 �� C� 1 2 14. Leaflitter � 5' � 3, 15. Sediment on plants or de6ris ��5 � :Ile-Like p �0� � _ 16 Organtc de6ris lines or piles � 1.5 0.5 ;,� ? 17 Soil-based evidence of high water table? No _ � 1,5 �� so. C. BiolO (SUbtotal = r)_) Yes �3 18. Fi6rous roots in streambed �� Z ' 19. Rooted plants in streambed � 0 � 20. Macrobenihos (note dlverstty and ahundance � 2 � Q 21.AquaticMollusks ) �"� 1 2 3 22. Fish .0j T 2 g Pre� 23. Cra�sh �! 0.5 1 1.5 �� 24. Amphibians @� 0�5 1 1.5 25. Algae .� 0.5 1 1.5 26. VVetland plants in stream6ed l� 0.5 � � 5 _ 'perenniai streams may also be identified using oiher methods. See p. 34 of ma ual. 0.5; FACW = 075; OBL = 1.5 Other = 0� Notes: iremi Sketch: . .' � , �nJ ' �� "fpines ' , . / � � �' �� G J ! � � !'. . � . 'n . . , � ! � �rn , .. ' ��,� � .. � , r . . - �- .. . � , . � ,. ) � � �` . . c�P�'nsz- , . � '. . ! . . . , .,. . ' _ `-n , "v ao�: 40 La 8 e��w�? , PdC �ivision of Water Quality-Methodology for lden4ification ofi fnie;mi�tentand Perennial S4eeams and Their Origins v, e,.0 NC �1�1lQ Stream Identificat(on Form Version 4.0 Date: c> , _, _ � � I ProJecVSite: � c_ � � T� ._.-�- '�',�, .�'.,� , Laiitude: 4 (�.. � Evaluator: ;_/. . ., v> , ' � � �,.- County: �: `��^:.��.✓?,�i. Longitude: -/:�, ��, �L. Totai Points: -- WitilTenle streamisatleastintermittant �/ C� StreamDetermination(circ�eone) other �� of' �fai9orperennialila30' ��' Intermittent �Perennia: ` e.g QuadNamE: �• p;'� .- �' A. Geomor holo (Subtofal = �! %' r.`) � A6sent Weak Moderate ` � 1a�ge, qrey i 1'� Continuity of channel bed and 6ank � � Stron lentades 2. Sinuosity of channel along thalweg 2 L�! � 3. Irvchannel structure: ex. riffie-pooi, step-pool, � 1 z J r'i le- oal se uence 0 � �� 3 4. Particle size of stream substrate 0 1 � 5. qcNve/relict floodplain Q � 3 6. Depvsdional bars or benches � 3 � � 2 ,�37 �. 7. Recent alluvial deposits Q � :rane FI B� Headcuts 2 Wg' ��ya 9. Grade conVol �,6 q 2 3 10. Naturai valley � ;0.5� 1 1.5 � 0.5 y 11 Sewndorg2aterorderchannel � � 7.5 ` ' arfificial ditches afe not rated; see discussians in manual � N� -� Yes = 3 B. H drolo Subtotal = - 12. Presence of BaseNow � 0 1 - 13. Iron oxidizing bacteda Q-� 2 �� 3� 14. Leaf litler � Z �Ile-Like �5. Sediment on plants orde6ris �� 5' 7 3 0.5 p � 0.5 � _ 16. Organic debris lines or piles p 1.5 � 17. Soil-6ased evidence of high water table7 ��5 '� � 1.5 buu i NO - � Yes =`3 , sa C. Biolo Subtotaf = � 18. Fibrous roots in streamhed 3) 2 19. Rooted plants in streambed � 0 � 3� Z 1 20. Macrobenthos (nate diverslty and abundance) p 1 � 21.AquaticMollusks z 3 22. Fish � � 2 3 Pre� 23. Cre�sh 0'S � 1.5 �� 24. Amphibians � 0.5 1 1,5 25. A�gae ., 0.� 1 t5 L ps � 26. Wetland plants in streambed FAC = 0.5; FACW = 0.75; OBL = 1.5 Other = p�1�5 _ ^ipefennial sVeams may aiso be �dentified using other methods See p. 34 of manuai. - v�emi SketCh: � � / � , - fpines � . :7✓i��,Y�. /_�.� ". ., 7 f � ..,. l : t°"` 40 �4 I � __- -- _-- -� - �� __ ..s. -�_��... �,-----------___. - a �g�`�? � • PiC �ivision of Wafer Quality—[�ryethodology for ldenYitication of Inierrrii3teht and Perenniaf Streams and Their Origins v. �.0 NC pWQ Sfream identifcafion Form Version 4.0 Date: �"' �7 � %; - i. F�, , ProjecUSite'�� S!�/'� Latilude� �C, ('L��'�� , �. � Evaluator: =;?,_^,� J.� .,'`;� County: r�,.,, ;�-, i -� . - � �. „✓ Longitude:. �_, i;- .� . Total Polncs: — < , iNfthTenie Sfreamisatleastint�rmi8ent a' '�� StreamDetermination(circteone) Other t � Or' !f?19or erennia1r230° Intermitient Perennial: e.g.QuadName: �' �i} �, �' � A. Geomorpholo (Suhtotal= ,� " Absenf Weak Pn d lmgy grey i 1 a� Continuity of channel bed and bank p Stropi IenloAes 2_ Sinuosity of channel atong thalweg � 3 � 3. In-channel structure: ex, riffle-pool, step-pool, � � 2 3 ri le- ool s uence �D 7 z 3 4. Particle size of stream su6strate Q 1 5. pctive/relict ftoodplain 2 3 0 � � 3 6. Depositional bars or 6enches p 7. Recent aliuviai deposits 2 3 :rane fl 8� Headcuts � 2 3 Larvo 9. Grade control � � 2 3 10. Natural val(ey �� 0'S � �.5 � 0.5 � _ 11. Second orgreaferoMer channel � � No � 1.5 a artificial ditches are not rafed; see discussions in mam�al � Yes = 3 ;de-Like bauk r sa � Prs� Di �¢ ! ye m� "spines �r )O�.! Lo [(1] a i3�i�� idC Division of Wafer Qua4ity-Methodology for ldentification of tniermiiten't and Perennial Streams and Their Oriains v. �.0 Date: � °�- ��: ) ProjecVSite: . r-c ` Lati,ude: ^ : �/� � /.Z 3�i. 1 .�g � Evaluator: � � � ;, , . ."%�� /.!.1 r';� / County: . �4,; ; . : . L Longitude: c� Tota! Points: � ' . `7b , � ;� � ':� WilhTento st(eamisaUeastintemrittent . Str amDetermination(circleone) Otfier 0�� lfat9or erennialift30` �!�.'1 Intermitient Pe�ennial: e.g.QuadName: � 1 ;i � A. Geomorpholo �SUbtotal= i3, _?�� Absent Weak lorge, grey� 1a� Continuity of channel6ed and bank Moderate Strr tenla4es a � � z ,- 2. Sinuosity of channel along thalweg 0 .(1� 2 _� � 3. In-channel structure: ex. riffle-pool, step-pool, (� npple- aol se uence 0 � .� 3 4. Particle size of stream suhstrate � � 5. Acfive/relict floodpiain � Z 3 � 0 Z 3 6. Depositional bars or benches � . 7. Recent alluvial deposits z 3 Crane PI 8. Headcuts � 1 Z 3 �eryp 9. Grade control � Z 3 � 0.5. � 10. Naturalvailey ,� �_5 11.Secondorgreaterorderchannei - ' ��5 � 1.5 - No 0 Yes=3 afificial ditches are not rated; see discussions in manual B_ H drolo (SUbtotal = � ;� - 12. Presence of Baseflow � ,� 73. Iron oxidizing bacteria 2 (1 14. Leaf litter �'�' � 2 ef�ELike 15 Sediment on plants or dehris ��5 � 0.5 3� 0 � _ T6.Organicdebrislinesorpifes ��5 � 1.5 � 0.5 � 17. Soil-based evidence of higb watertable7 No = 0 +� 5 6ar^`� C. Biolo (Subtotal= Yes s. so 18. Fi6rous roots in streambed 3 z � 19. Rooted plants in streambed � 0 � 2 � a 20. Macrobenthos (note diversity and a6undance) p � 21. Aquatic Mollusks 2 3 22. Fish C � Z 3 Pre� 23. Crayfish � 0.5 1 1.5 �� 24. AmphiBians � 0�5 � 1.5 25. Algae � �'S � 1.5 � 0.5 � 26. Wetland planLS in streambed FAC = 0.5; FACW = 0.75� 08L -/ 5 _ `perennia� streams may also be Identified using olher meihods. See p. 34 of manual. -4 5 Other - D Notes: Sketch: 11�v ; ` n zryemi VY l�' ; C?. � . ..y � ti. �`\�_ "rpirtes ' ..� � � �� /� _ - -., '��' ao �o I STATE STATE PROJECT REFERENCE NO. STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION NO. TOTAL SHEETS N.C. SHEET 1 LOCATION: TYPE OF WORK: 0 9 / 0 8 / 9 9 DIVISION OF HIGHWAYS STATE OF NORTH CAROLINASee Sheet 1-A For Index of Sheets T I P P R O J E C T : W - 5 5 1 2 CUMBERLAND COUNTY GRADING, DRAINAGE, PAVING, SIGNING, TRAFFIC CONTROL, AND PAVEMENT MARKING. SR 2220 (TOM STARLING ROAD) FROM US 301 TO NC 87. See Sheet 1-B For Conventional Symbols BEGIN PROJECT END PROJECT CITY LIMITS W-5512 50079.1.1 HSIP-2220(5)P.E. HSIP-2220(5)R.O.W. / UTILITY 5 4 6 7 8 9 10 11 12 13 14 15 16 50079.2.FD1 50079.3.FD1 HSIP-2220(5)CONSTR. SR 2220 TOM STARLING ROAD WETLAND / SURFACE WATER PERMIT DRAWING PERMIT SITE #2 PERMIT SITE #3 PERMIT SITE #4 PERMIT SITE #1 PERMIT SITE #5 GRAU-350 GRAU-350 -L-+00 -L-+00 .10 .08 .11 .07 U.E.B. St. Hope Lake Mills P244 P259 C r eek Rockfish Blounts Creek Blo untsCreek Rockfish Creek Lit tle RockfishCreek RockfishCreek Rockfish Creek Rockfish Creek Rockfish BransonCreek Locks RI V E R F E A R C A P E CA PE RockfishCh. Airport Municipal Fayetteville 53 210 95 59 87 87 Grays Creek 87 53 210 St. Robeson St. .35 1.40 401 BUS 95 Eastern Blvd. Ardulusa BUS 95 301 87 High Schls. Jr.&Sr. Southview School Jr. High Hope Mills Cr. 162 BUS 95 59 BUS 95 301 BUS 95 301 87 87 DHV D T V = = = = = MPH ADT DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS FUNC CLASS = 0 0 0 PROFILE (HORIZONTAL) PROJECT LENGTH RIGHT OF WAY DATE: LETTING DATE: STATE STATE PROJECT REFERENCE NO. STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION NO. TOTAL SHEETS N.C. SHEET 1 DESIGN DATA Prepared in the Office of: SIGNATURE: SIGNATURE: P.E. P.E. 2012 STANDARD SPECIFICATIONS PROJECT ENGINEER PROJECT DESIGN ENGINEER GRAPHIC SCALES PLANS PROFILE (VERTICAL) HYDRAULICS ENGINEER ENGINEER ROADWAY DESIGN LOCATION: TYPE OF WORK: 0 9 / 0 8 / 9 9 DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA 0 00 See Sheet 1-A For Index of Sheets $ $ $ $ $ $ S Y S T IM E $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ D G N $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ U S E R N A M E $ $ $ $ C O N T R A C T : T I P P R O J E C T : A R T MEN N A S O H D E P T O F TRA SPORT T IO N T A TEOFN RT CAR O LI N A W - 5 5 1 2 CUMBERLAND COUNTY GRADING, DRAINAGE, PAVING, SIGNING, TRAFFIC CONTROL, AND PAVEMENT MARKING. SR 2220 (TOM STARLING ROAD) FROM US 301 TO NC 87. See Sheet 1-B For Conventional Symbols 50 25 50 100 50 25 50 100 10 5 10 20 LOCAL, RURAL 60 DAVID L. WILVER, P.E. BEGIN PROJECT END PROJECT CITY LIMITS W-5512 50079.1.1 HSIP-2220(5)P.E. HSIP-2220(5)R.O.W. / UTILITY PLANS PREPARED BY : FOR NORTH CAROLINA DEPT. OF TRANSPORTATION NC LICENSE NO. F-0246 Bus: 919-854-1345 Fax: 919-851-2103 Raleigh NC 27606 5540 Centerview Drive, Suite 217 5 4 6 7 8 9 10 11 12 13 14 15 16 TO BUS I-95 /US 301 TO NC 87 TIM D. GOINS, P.E. - L- T OM S T AR LI NG R OAD POT STA. 11+28.53 -L- BEGIN TIP PROJECT W-5512 POT STA. 245+23.91 -L- END TIP PROJECT W-5512 50079.2.FD1 50079.3.FD1 HSIP-2220(5)CONSTR. SR 2220 TOM STARLING ROAD 2014 3,651 4 % 51 % 4 % JULY 30, 2014 MAY 19, 2015 I-95 (919) 851-6606 FIRM PE NUMBER : P-0671 RALEIGH, NC 27606 1011 SCHAUB DRIVE, SUITE 100 MI ENGINEERING LENGTH ROADWAY TIP PROJECT W-5512 = 4.43 MILES TOTAL LENGTH OF TIP PROJECT W-5512 = 4.43 MILES DRIVE NORTH-Y3- CORPORATION DRIVE SOUTH-Y4- CORPORATION L AN E - Y6 - P E NN Y S T ON E D R I V E - Y 5 - G R A N D F O R D DR I VE S OU T H - Y2 - R E S E A R C H D R IV E NO R T H -Y 1- R E SE A R C H RALEIGH, NC 27606 (919) 851-6606 FIRM PE NUMBER : P-0671 MI ENGINEERING 1011 SCHAUB DRIVE, SUITE 100 VICINITY MAPVICINITY MAP N A D 8 3 (V e r s i o n 2 . 0 1 ; R e l e a s e d D e c e m b e r 2 0 1 4 ) 50 0 7 9 . 1 . 1 TI P N o . : W - 5 5 1 2 Co u n t y ( i e s ) : Cu m b e r l a n d Page 1of 1 TI P N u m b e r : Date: Ph o n e : Ph o n e : Em a i l : Em a i l : Co u n t y ( i e s ) : CA M A C o u n t y ? No De s i g n / F u t u r e : Ye a r : Ex i s t i n g : Year: Th r e a t e n e d / E n d a n g e r e d S p e c i e s ? Co m m e n t s : No N/ A N/ A We t l a n d s w i t h i n P r o j e c t L i m i t s ? Su p p l e m e n t a l C l a s s i f i c a t i o n : BU S I N E S S E S RO C K F I S H C R E E K 18 - 3 1 - ( 2 3 ) 7. 5 4. 4 3 M I L E S Pr o j e c t D e s c r i p t i o n Pr o p o s e d P r o j e c t Ca p e F e a r Ri v e r B a s i n ( s ) : Ci t y / T o w n : 8. 9 Ty p i c a l C r o s s S e c t i o n D e s c r i p t i o n : Su r r o u n d i n g L a n d U s e : Ge n e r a l P r o j e c t N a r r a t i v e : (D e s c r i p t i o n o f M i n i m i z a t i o n o f W a t e r Qu a l i t y I m p a c t s ) No JJ R E R K O @ N C D O T . G O V Ad d r e s s : 1/22/2015 Cu m b e r l a n d FA Y E T T E V I L L E JA M E S J . R E R K O FA Y E T T E V I L L E , N C 2 8 3 0 1 WB S E l e m e n t : Ot h e r WB S E l e m e n t : ME L A N I E N G U Y E N , P E NC D O T C o n t a c t : 91 0 - 4 3 7 - 0 2 0 7 RA L E I G H , N C 2 7 6 0 6 Co n t r a c t o r / D e s i g n e r : 91 9 - 8 5 1 - 6 6 0 6 10 1 1 S C H A U B D R I V E , S U I T E 1 0 0 No r t h C a r o l i n a D e p a r t m e n t o f T r a n s p o r t a t i o n Hi g h w a y S t o r m w a t e r P r o g r a m S T O R M W A T E R M A N A G E M E N T P L A N FO R N C D O T P R O J E C T S Pr o j e c t T y p e : 50 0 T R A N S P O R T A T I O N D R I V E Ad d r e s s : Ge n e r a l P r o j e c t I n f o r m a t i o n W - 5 5 1 2 50 0 7 9 . 1 . 1 Im p a i r m e n t s : Ot h e r S t r e a m C l a s s i f i c a t i o n : Pr i m a r y C l a s s i f i c a t i o n : Pr o j e c t B u i l t - U p o n A r e a ( a c . ) Ri p r a p s h a l l b e p l a c e d o n s l o p e s f o r e r o s i o n co n t r o l o n o u t l e t s w h e r e v e l o c i t y c a l c u l a t io n s r e q u i r e p r o t e c t i o n . I n l e t a r e a s t ha t h a v e h i g h e r o s i v e p o t e n t i a l w i l l s e e C l a s s I r i p r a p pl a c e m e n t t o k e y i n b a n k s a n d i n c r e a s e s t a b i l i t y . G r a s s e d s w a l es l e a d i n g i n t o r o a d s i d e d i t c h e s w i l l p r e - t r e a t w a t e r b e f o r e e n t er i n g i n t o j u r i s d i c t i o n a l s t r e a m s . N/A Bu f f e r R u l e s i n E f f e c t : 3, 6 5 1 2 l a n e u n d i v i d e d h i g h w a y w i t h 1 2 ' l a n e s e a c h di r e c t i o n . D i t c h e s o n e a c h s i d e o f r o a d . Wa t e r b o d y I n f o r m a t i o n 2014 NC D W R S t r e a m I n d e x N o . : NR T R S t r e a m I D : An n u a l A v g D a i l y T r a f f i c ( v e h / h r / d a y ) : Ex i s t i n g S i t e Pr o j e c t L e n g t h ( l i n . m i l e s o r f e e t ) : ac . Su r f a c e W a t e r B o d y ( 1 ) : Cl a s s C NC D W R S u r f a c e W a t e r C l a s s i f i c a t i o n f o r W a t e r B o d y ac . 2 l a n e u n d i v i d e d h i g h w a y . 1 2 ' l a n e s e a c h d i r e ct i o n . D i t c h e s o n e a c h s i d e o f r o a d . MN G U Y E N @ M I - E N G I N E E R S . C O M Pr o j e c t I n c l u d e s B r i d g e S p a n n i n g W a t e r B o d y ? D e c k D r a i n s D i sc h a r g e O v e r B u f f e r ? D i s s i p a t o r P a d s P r o v i d e d i n B u f f e r ? N/A De c k D r a i n s D i s c h a r g e O v e r W a t e r B o d y ? (I f y e s , p r o v i d e j u s t i f i c a t i o n i n t h e G e n e r a l P r o j e c t N a r r a t i v e ) ( I f y e s , d e s c r i b e i n t h e G e n e r a l P r o j e c t N a r r a t i v e ; i f n o , j u s t ify in the Ge n e r a l P r o j e c t N a r r a t i v e ) (I f y e s , p r o v i d e j u s t i f i c a t i o n i n t h e G e n e r a l P r o j e c t N a r r a t i v e ) VICINITY MAPS NORTH CAROLINA DIVISION OF HIGHWAYS SHEET OF CUMBERLAND COUNTY PROJECT: 50079.1.1 (W-5512) TO NC 87 FROM I95 BUS SR 2220 TOM STARLING ROAD 01/22/15 NCDOTWETLAND & STREAM See Sheet 1-B For Conventional Symbols BEGIN PROJECT END PROJECT CITY LIMITS SR 2220 TOM STARLING ROAD .10 .08 .11 .07 U.E.B. St. Hope Lake Mills P244 P259 Creek Rockfish Blounts Creek BlountsCreek Rockfish Creek Little RockfishCreek RockfishCreek Rockfish Creek Rockfish Creek Rockfish BransonCreek Locks RI V E R F E A R C A P E CA PE RockfishCh. Airport Municipal Fayetteville 53 210 95 59 87 87 Grays Creek 87 53 210St. Robeson St. .35 1.40 401 BUS 95 Eastern Blvd. Ardulusa BUS 95 301 87 High Schls. Jr.&Sr. Southview School Jr. High Hope Mills Cr. 162 BUS 95 59 BUS 95 301 BUS 95 301 87 87 See Sheet 1-B For Conventional Symbols BEGIN PROJECT END PROJECT CITY LIMITS SR 2220 TOM STARLING ROAD Ha n d Existing Existing Pe r m a n e n t T e m p . E x c a v a t i o n M e c h a n i z e d C l e a r i n g P e r m a n e n t T e m p . C h a n n e l C h a n n e l N a t u r a l Si t e S t a t i o n S t r u c t u r e F i l l I n F i l l I n i n C l e a r i n g i n S W S W I m p a c t s I m p a c t s S t r e a m No . ( F r o m / T o ) S i z e / T y p e W e t l a n d s W e t l a n d s W e t l a n d s i n W e t l a n d s W e t l a n d s i m p a c t s i m p a c t s P e r m a n e n t T e m p . D e s i g n (a c ) ( a c ) ( a c ) ( a c ) ( a c ) ( a c ) ( a c ) ( f t ) ( f t ) ( f t ) 1 37 + 1 0 / 3 7 + 1 0 - L - 2@ 5 4 " R C P - I V 0. 0 0 4 0 . 0 0 3 2 12 7 + 2 3 / 1 2 7 + 2 3 - L - 1@ 6 0 " R C P - I I I 2020 3 13 6 + 1 3 / 1 3 6 + 1 3 - L - 1@ 9 5 " X 6 7 " C S A P 3120 4 16 4 + 1 4 / 1 6 4 + 1 4 - L - 1@ 1 0 3 " X 7 1 " C S A P 1220 5 21 4 + 2 2 / 2 1 4 + 2 2 - L - 1@ 3 6 " R C P - I I I 20 TO T A L S : 0. 0 0 4 0 . 0 0 3 6 3 8 0 NO T E S : Re v i s e d 2 0 1 3 1 0 2 4 SH E E T 1OF150079.1.1FEBRUARY 19, 2015 CUMBERLAND COUNTY NC D E P A R T M E N T O F T R A N S P O R T A T I O N W-5512 W E T L A N D P E R M I T I M P A C T S U M M A R Y SU R F A C E W A T E R I M P A C T S WE T L A N D I M P A C T S DIVISION OF HIGHWAYS S S SURFACE WATER DENOTES IMPACTS IN SEE ENLARGEMENT SHEET TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY PERMIT SITE #1 RE VIS IO N S HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. $ $ $ $ $ $ S Y S T IM E $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ D G N $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ U S E R N A M E $ $ $ $ 8 / 1 7 / 9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION W-5512 4 Flatter3:1 or D 3: 1 ( Not to Scale) SPECIAL CUT DITCH FROM STA. 35+50 TO STA. 37+00 -L- LT DETAIL A Min. D= 1.0 Ft. Ground Natural Slope Ditch Front Flatter3:1 or D 3: 1 ( Not to Scale) SPECIAL CUT DITCH FROM STA. 37+20 TO STA. 39+00 -L- LT DETAIL C Min. D= 2.0 Ft. Ground Natural Slope Ditch Front & -DRIVE 3- PROFILE SEE SHEET 24 FOR -DRIVE 1-, -DRIVE 2-, SEE SHEET 17 FOR -L- PROFILE NOTE: NC GRID NAD 83/NA2011 JAMES D AVERITT 3 5 + 0 0 STARLING INDUSTRIAL LLC GCCFC 2006-GG7 ENGLISH 0’60’60’ 3 KATHERINE McGEACHY B 2:1 2: 1 D ( Not to Scale) STANDARD BASE DITCH DETAIL E Ground Natural Ground Natural AT STA. 37+10 -L- LT AT STA. 37+10 -L- RT d b b=6 Ft. B= 4 Ft. d=1 Ft. Min. D= 4 Ft.2:1 ( Not to Scale) PIPE OUTLET CHANNEL DETAIL G STA. 37+10 -L- LT Ground Natural Ground Natural (Variable) CHANNEL BED Est.= 11 Tons of Class I Rip-Rap, 18 S.Y. GEOTEXTILE d= 3 Ft. Length= 10 Ft. EXISTING BANK EXISTING BANKMIN. 2:1 TO TIE MIN. 2: 1 TO TI E d S TS TS M ATC H LIN E - L- S TA 3 7 + 0 0 S EE S H EE T 5 & -DRIVE 3- PROFILE SEE SHEET 24 FOR -DRIVE 1-, -DRIVE 2-, SEE SHEET 17 FOR -L- PROFILE NOTE: RETAIN RETAIN RETAIN HW INV=93.75 INV=93.58’ REMOVE 48" CMP REMOVE EXIST. GRADE TO DRAIN 18 " RC P BURIED 1’ AT INLET INVERT 18 " 54 " RC P-I V 5 4 " RC P- IV M ATC H LIN E - L- S TA 3 7 + 0 0 S EE S H EE T 5 & -DRIVE 3- PROFILE SEE SHEET 24 FOR -DRIVE 1-, -DRIVE 2-, SEE SHEET 17 FOR -L- PROFILE NOTE: TT HH I NV= 9 2. 95’ I NV= 93. 09’ 18" RCP 9’ BLK HW ECMEXISTING R/W EXI S TI NG R/ W EI P EI P EIP 36" WD 36 " W D 18" RC P 4 8 " C MP 18" RC P EXISTING R/W EX IST ING R /W EI P 48’ BST TOM STARLING RD SR 2220 EL-1 EL- 1 EIP TO NC 301/BUS I-95 15 ’ B S T 4 0 ’ B S T 15 ’ B S T D.A.T.U.R. D.A.T.U.R. D. A.T. U. R. D.A.T.U.R. 18 " RC P CHARLOTTE E TRUELOVE CAPE FEAR DISTRIBUTION LTD KATHERINE McGEACHY EXI STI NG R/ W TT HH I NV= 9 2. 95’ I NV= 93. 09’ 18" RCP 9’ BLK HW ECMEXISTING R/W EXI S TI NG R/ W EI P EI P EIP 36" WD 36 " W D 18" RC P 4 8 " C MP 18" RC P EXISTING R/W EX IST ING R /W EI P EL-1 EL- 1 B L - 1 EIP TO US 301/BUS I-95 15 ’ B S T 4 0 ’ B S T 15 ’ B S T D.A.T.U.R. D.A.T.U.R. D. A.T. U. R. D.A.T.U.R. 18 " RC P CHARLOTTE E TRUELOVE DB 7705 PG 116 CAPE FEAR DISTRIBUTION LTD KATHERINE McGEACHY ELEV. 101.04’ 38’ RIGHT BL STA 10+59 BM1 EXI STI NG R/ W F F F F F F F F F F F F F F F F F F F F F C F C F C C F F C F F F F F C C C S S SURFACE WATER DENOTES IMPACTS IN SEE ENLARGEMENT SHEET TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY PERMIT SITE #1 RE VIS IO N S HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. $ $ $ $ $ $ S Y S T IM E $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ D G N $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ U S E R N A M E $ $ $ $ 8 / 1 7 / 9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION W-5512 4 Flatter3:1 or D 3: 1 ( Not to Scale) SPECIAL CUT DITCH FROM STA. 35+50 TO STA. 37+00 -L- LT DETAIL A Min. D= 1.0 Ft. Ground Natural Slope Ditch Front Flatter3:1 or D 3: 1 ( Not to Scale) SPECIAL CUT DITCH FROM STA. 37+20 TO STA. 39+00 -L- LT DETAIL C Min. D= 2.0 Ft. Ground Natural Slope Ditch Front & -DRIVE 3- PROFILE SEE SHEET 24 FOR -DRIVE 1-, -DRIVE 2-, SEE SHEET 17 FOR -L- PROFILE NOTE: NC GRID NAD 83/NA2011 JAMES D AVERITT 3 5 + 0 0 STARLING INDUSTRIAL LLC GCCFC 2006-GG7 ENGLISH 0’60’60’ 3 KATHERINE McGEACHY B 2:1 2: 1 D ( Not to Scale) STANDARD BASE DITCH DETAIL E Ground Natural Ground Natural AT STA. 37+10 -L- LT AT STA. 37+10 -L- RT d b b=6 Ft. B= 4 Ft. d=1 Ft. Min. D= 4 Ft.2:1 ( Not to Scale) PIPE OUTLET CHANNEL DETAIL G STA. 37+10 -L- LT Ground Natural Ground Natural (Variable) CHANNEL BED Est.= 11 Tons of Class I Rip-Rap, 18 S.Y. GEOTEXTILE d= 3 Ft. Length= 10 Ft. EXISTING BANK EXISTING BANKMIN. 2:1 TO TIE MIN. 2: 1 TO TI E d S TS TS M ATC H LIN E - L- S TA 3 7 + 0 0 S EE S H EE T 5 & -DRIVE 3- PROFILE SEE SHEET 24 FOR -DRIVE 1-, -DRIVE 2-, SEE SHEET 17 FOR -L- PROFILE NOTE: RETAIN RETAIN RETAIN HW INV=93.75 INV=93.58’ REMOVE 48" CMP REMOVE EXIST. GRADE TO DRAIN 18 " RC P BURIED 1’ AT INLET INVERT 18 " 54 " RC P-I V 5 4 " RC P- IV M ATC H LIN E - L- S TA 3 7 + 0 0 S EE S H EE T 5 & -DRIVE 3- PROFILE SEE SHEET 24 FOR -DRIVE 1-, -DRIVE 2-, SEE SHEET 17 FOR -L- PROFILE NOTE: TT HH I NV= 9 2. 95’ I NV= 93. 09’ 18" RCP 9’ BLK HW ECMEXISTING R/W EXI S TI NG R/ W EI P EI P EIP 36" WD 36 " W D 18" RC P 4 8 " C MP 18" RC P EXISTING R/W EX IST ING R /W EI P 48’ BST TOM STARLING RD SR 2220 EL-1 EL- 1 EIP TO NC 301/BUS I-95 15 ’ B S T 4 0 ’ B S T 15 ’ B S T D.A.T.U.R. D.A.T.U.R. D. A.T. U. R. D.A.T.U.R. 18 " RC P CHARLOTTE E TRUELOVE CAPE FEAR DISTRIBUTION LTD KATHERINE McGEACHY EXI STI NG R/ W 9 4 .0 94.0 9 5 .0 9 5 .0 9 5 .0 95. 0 95 .0 9 5. 0 9 6 .0 9 6 .0 9 6 . 0 9 6 .0 9 6 .0 9 6 .0 9 6 . 0 9 6 . 0 9 6 . 0 9 6 . 0 9 6 . 0 9 6 . 0 9 7 . 0 9 7 . 0 9 7 . 0 97.0 97.0 9 7 . 0 9 7 . 0 9 7 . 0 9 7 .0 9 7 .0 9 7 .0 9 7 . 0 9 7 .0 9 7 .0 9 7 .0 97.097.0 97. 0 98. 0 98.0 98. 0 98. 0 98. 0 98. 0 98. 0 9 8 . 0 9 8 . 0 9 8 . 0 98. 0 98.0 98.0 9 8 . 0 9 8 . 0 9 8 . 0 98.0 98.098.0 98.0 98.0 98.0 9 8 .0 9 8 .0 98.0 9 8 . 0 9 8 .0 9 8 .0 98.0 98.0 9 8. 098. 0 98.0 98. 0 98.0 9 9 . 0 99.0 99. 0 99.0 99. 0 99.0 99. 0 99.0 9 9 . 0 9 9 . 0 9 9 . 0 99.0 99.0 99.0 99.0 99.0 9 9.0 9 9 . 0 9 9 . 0 9 9. 0 99. 0 99. 0 99.0 99.0 9 9 .099.0 99.0 9 9.0 99.0 9 9 . 0 9 9 . 0 99.0 9 9 . 0 9 9 .0 99.099.0 99.0 99. 0 99. 0 99 .0 99.0 99.0 99.0 99.0 99.0 99.0 1 0 0 . 0 1 0 0 . 0 100.0 100. 0 10 0.0 10 0.0 100.0 100.0 100 . 0 100 . 0 100 . 0 100 . 0 100 .0100.0 100 .0100.0 100.0100.0100.0100.0 100.0 100.0 10 0.0 1 0 0 . 0 1 0 0 . 0 10 0.0 100. 0 100.0 1 0 0 . 0 100.0 1 0 0 . 0 1 0 0.0 100. 0 100. 0 1 0 0 . 0 100.0 1 0 0.0 100.0 10 0 .0 100.0 1 0 0 . 0 100.0 100 . 0 100 .0 100.0 100. 0 10 0. 0 100.0 100.0 10 0.0 10 0.0 10 0.0 100. 0 10 0. 0 10 0. 0 10 0.0 100 .0 100.0 1 0 0.0 1 0 0 . 0 10 0.0 10 0. 0 10 0 .0 10 0 .0 100.0 1 0 0 . 0 10 0 .0 100 . 0 1 0 0. 0 100.0 100.0 100 .0 10 0 .0 100.0 100.0 100.0100.0 100.0 101.0101.0101.0101.0 1 0 1 . 0 1 0 1. 0 101.0 101. 0 101.0 101.0 1 0 1 . 0 1 0 1 . 0 1 0 1. 0 1 0 1.0 101. 0 101. 0 101.0 101.0 101.0 101.0 101.0 101.0 101.0 101.0 101.0 101 .0 101 .0 101 .0 101 .0 101.0 10 1.0 10 1.0 10 1. 0 101. 0 101. 0 10 1 .0 1 0 1 . 0 101.0 101.0 101.0 101. 0 101.0 101.0 101.0 101.0 101.0 101.0 101.0 101.0 101.0 10 1.0 101.0 101.0101.0101.0101.0101.0 10 1 .0 1 0 2 . 0 102.0 1 0 2.0 1 0 2 . 0 102.0 10 2.0 102.0 102.0 102.0 102.0 102.0 102.0 102.0 102.0 102.0 102.0 102 .0 102 .0 102.0 102.0 10 2.0 102. 0 10 2.0 10 2 .0 10 2 .0 102.0 102.0 10 2 .0 102.0 102.0102.0102.0102.0102.0102.0102.0 10 3.0 10 3.0 103.0 103.0 103.0 103.0 103.0 10 3.0 103.0 1 0 3.0 10 3. 0 103.0 103.0 103.0103.0 103.0103.0 103.0 103.0103.0103.0103.0 103.0 103.0 103.0 104.0 104.0 104.0 104.0 104.0 104. 0 104.0 104.0 104.0 104.0104.0 104 .0 104.0 104.0 104.0 TT HH I NV= 9 2. 95’ I NV= 93. 09’ 18" RCP 9’ BLK HW ECMEXISTING R/W EXI S TI NG R/ W EI P EI P EIP 36" WD 36 " W D 18" RC P 4 8 " C MP 18" RC P EXISTING R/W EX IST ING R /W EI P EL-1 EL- 1 B L - 1 EIP TO US 301/BUS I-95 15 ’ B S T 4 0 ’ B S T 15 ’ B S T D.A.T.U.R. D.A.T.U.R. D. A.T. U. R. D.A.T.U.R. 18 " RC P CHARLOTTE E TRUELOVE DB 7705 PG 116 CAPE FEAR DISTRIBUTION LTD KATHERINE McGEACHY ELEV. 101.04’ 38’ RIGHT BL STA 10+59 BM1 EXI STI NG R/ W F F F F F F F F F F F F F F F F F F F F F C F C F C C F F C F F F F F C C C 18 " RC P 4 8 " C MP 18" RC P 15 ’ B S T RE VIS IO N S HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. W-5512 $ $ $ $ $ $ S Y S T IM E $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ D G N $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ U S E R N A M E $ $ $ $ 8 / 1 7 / 9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION TS TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY NC GRID NAD 83/NA2011 3 6 + 0 0 PERMIT SITE #1 ENLARGEMENT N.T.S. TS S S S SURFACE WATER DENOTES IMPACTS IN TS HW 4 S 5 4 " RC P-I V 5 4 " RC P-I V C C C C C C C F F C C S=0.3% PROP. STREAMBED EXISTING STREAMBED C/L EXISTING ROADWAY 1 0 0 . 4 1 1 0 0 . 9 7 1 0 0 . 7 0 PROP. INV=93.57 EXISTING INV=92.95 EXISTING INV=93.09 BURIED 1’ AT INLET PROP. INV=93.75 3:1 3: 1 S=0.3% EXISTING STREAMBED PROFILE VIEW 10’0’10’ ENGLISH PERMIT SITE #1 AND PROPOSED 2@54" RCP-IV EXISTING 48" CMP PROFILE VIEW OF EL = 98.11 TOP OF PROPOSED PIPE EL = 99.54 BOTTOM OF SUBGRADE EL = 100.10 BOTTOM OF SUBGRADE NCDOT CUMBERLAND COUNTY DIVISION OF HIGHWAYS PROJECT: 50079.1.1 (W-5512) FROM US 301 TO NC 87 SR 2220 (TOM STARLING ROAD) 90 100 110 80 0 10 20 30 40 50 60 70102030405060 90 100 110 80 AT 0.5’ ABOVE WS ELEV. PIPE OUTLET CHANNEL RIP RAP CLASS I AT 10’ C/L PROPOSED ROADWAY STA. 37+10 -L- PROPOSED 2 @ 54" RCP-IV CROSS SECTION PROPOSED 2@54" RCP-IV S=0.3% PROP. STREAMBED EXISTING STREAMBED C/L EXISTING ROADWAY 1 0 0 . 4 1 1 0 0 . 9 7 1 0 0 . 7 0 PROP. INV=93.57 EXISTING INV=92.95 EXISTING INV=93.09 BURIED 1’ AT INLET PROP. INV=93.75 3:1 3: 1 S=0.3% EXISTING STREAMBED PROFILE VIEW 10’0’10’ ENGLISH PERMIT SITE #1 AND PROPOSED 2@54" RCP-IV EXISTING 48" CMP PROFILE VIEW OF EL = 98.11 TOP OF PROPOSED PIPE EL = 99.54 BOTTOM OF SUBGRADE EL = 100.10 BOTTOM OF SUBGRADE NCDOT CUMBERLAND COUNTY DIVISION OF HIGHWAYS PROJECT: 50079.1.1 (W-5512) FROM US 301 TO NC 87 SR 2220 (TOM STARLING ROAD) 90 100 110 80 0 10 20 30 40 50 60 70102030405060 90 100 110 80 AT 0.5’ ABOVE WS ELEV. PIPE OUTLET CHANNEL RIP RAP CLASS I AT 10’ C/L PROPOSED ROADWAY STA. 37+10 -L- PROPOSED 2 @ 54" RCP-IV CROSS SECTION PROPOSED 2@54" RCP-IV DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 5 / 2 8 / 9 9 SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER 17W-5512 $ $ $ $ $ $ S Y S T IM E $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ D G N $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ U S E R N A M E $ $ $ $ 30 31 32 33 34 35 36 37 38 39 40 41 42 43 43 44 45 46 47 48 49 50 51 52 53 54 55 56 80 90 100 110 120 130 140 150 80 90 100 110 120 130 80 90 100 110 120 130 140 150 80 90 100 110 120 130 140 150 SEE SHEETS 4-6 FOR -L- PLAN NOTE: 94.61’ RIGHT -L- STA. 37+57.71 ELEV. = 101.04’ 38’ RIGHT -BL- STA. 10+59.00 BM #1 LEFT DITCH 70 70 60 60 70 60 70 60 EXISTING 48" RCP PROPOSED 2@54"RCP-IV PIPE HYDRAULIC DATA DRAINAGE STRUCTURE NO. 402, 403 100.67 FT=OVERTOPPING ELEVATION 220 CFS+=OVERTOPPING DISCHARGE 100 YRS=OVERTOPPING FREQUENCY 100.47 FT= 100 YEAR HW ELEVATION 220 CFS=100 YEAR DISCHARGE 99.06 FT=DESIGN HW ELEVATION 160 CFS=DESIGN DISCHARGE 25 YRS=DESIGN FREQUENCY 205 AC=DRAINAGE AREA PROPOSED 2@18" RCP-IV PIPE HYDRAULIC DATA DRAINAGE STRUCTURE NO. 603, 604, 605, 606 101.25 FT=OVERTOPPING ELEVATION 13 CFS+=OVERTOPPING DISCHARGE 500 YRS+=OVERTOPPING FREQUENCY 99.30 FT= 100 YEAR HW ELEVATION 15 CFS=100 YEAR DISCHARGE 99.15 FT=DESIGN HW ELEVATION 13 CFS=DESIGN DISCHARGE 25 YRS=DESIGN FREQUENCY 5.5 AC=DRAINAGE AREA -L- 10 2 .3 5 BEGIN PAVING EL. = 104.04 STA. 30+25.00 -L- BEGIN GRADE W-5512 EXISTING GROUND PROPOSED GRADEDS = 75 MPH DS = 65 MPH DS = 65 MPH PI = 33+20.00 EL = 105.10’ (+)0.3580%(-)1.1379% VC = 560’ K = 374 PI = 39+00.00 EL = 98.50’ (-)1.1379%(+)1.1525% VC = 400’ K = 175 PI = 41+95.00 EL = 101.90’ (+)1.1525%(+)0.4314% VC = 150’ K = 208 10 2 .3 5 PROPOSED GRADE EXISTING GROUND DS = 80 MPH PI = 44+50.00 EL = 103.00’ (+)0.4314%(-)0.3473% VC = 330’ K = 425 PI = 46+15.00 EL = 102.43’ (-)0.3473% 10 1 .4 5 DS = 75 MPH PI = 53+52.50 EL = 101.65’PI = 54+85.00 EL = 102.05’ (+)0.3000%(-)0.5126% VC = 260’ K = 319 -L- 10 2 .3 5 BEGIN PAVING EL. = 104.04 STA. 30+25.00 -L- BEGIN GRADE W-5512 EXISTING GROUND PROPOSED GRADEDS = 75 MPH DS = 65 MPH DS = 65 MPH PI = 33+20.00 EL = 105.10’ (+)0.3580%(-)1.1379% VC = 560’ K = 374 PI = 39+00.00 EL = 98.50’ (-)1.1379%(+)1.1525% VC = 400’ K = 175 PI = 41+95.00 EL = 101.90’ (+)1.1525%(+)0.4314% VC = 150’ K = 208 (-) 1.4200% P I = 3 6 + 5 0 .0 0 0 E l = 9 7 .2 3 (-) 1.2600% S T A . 3 5 + 5 0 - L - L T , E L 9 8 .6 5 B E G . S P . C U T D IT C H S T A . 3 7 + 0 0 - L - L T , E L 9 6 .6 0 E N D S P . C U T D I T C H (+) 0.3000% S T A . 3 7 + 2 0 - L - L T , E L 9 5 .4 3 B E G I N S P . C U T D IT H C S T A . 3 9 + 0 0 - L - L T , E L 9 5 .9 7 E N D S P . C U T D IT C H (+) 0.3000% S T A . 4 2 + 0 0 - L - L T , E L 9 8 .3 3 B E G I N S P . C U T D IT C H S T A . 4 2 + 5 0 - L - L T , E L 9 8 .4 8 E N D S P . C U T D IT C H (+) 0.3043% S T A . 3 7 + 3 5 - L - , E L 9 7 .4 1 B E G IN S P . C U T D IT C H S T A . 3 8 + 5 0 - L - , E L 9 7 .7 6 E N D S P E . C U T D I T C H 10 2 .3 5 PROPOSED GRADE EXISTING GROUND DS = 80 MPH PI = 44+50.00 EL = 103.00’ (+)0.4314%(-)0.3473% VC = 330’ K = 425 PI = 46+15.00 EL = 102.43’ (-)0.3473% 10 1 .4 5 DS = 75 MPH PI = 53+52.50 EL = 101.65’PI = 54+85.00 EL = 102.05’ (+)0.3000%(-)0.5126% VC = 260’ K = 319 SEE ENLARGEMENT SHEET TS PERMIT SITE #2 S S STREAM DENOTES IMPACTS IN RE VIS IO N S HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. $ $ $ $ $ $ S Y S T IM E $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ D G N $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ U S E R N A M E $ $ $ $ 8 / 1 7 / 9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION ( Not to Scale) TOE PROTECTION d FLATTER3:1 OR FROM STA. 126+85 TO STA. 127+08 -L- RT DETAIL D Type of Liner= B Rip-Rap d= 1.0 Ft. GROUND NATURAL SLOPE FILL GEOTEXTILE 10 NITTA GELATIN USA INC TT TS TS IMPACTS IN STREAM DENOTES TEMPORARY 11W-5512 SEE SHEET 25 FOR -DRIVE 7- PROFILE SEE SHEET 20 FOR -L- PROFILE NOTE: N A D 8 3 ENGLISH 0’60’60’ S TS TS T T ST ST REMOVE INV=81.52’ INV=81.27’ 18" RCP-III DETAIL D GEOTEXTILE 35 S.Y. ON BANKS, 25 TONS CLASS I RIP RAP DETAIL D TOE PROTECTION HW REMOVE 1’ BURIED AT INLET 60" RCP-III 8 9 12 5 40’R 40’R T EX IST ING R /W EX IST ING R /W 18 " RC P 15 ’ B S T INV = 85 . 00 ’ INV=84.11’ 4 2 " C MP EL - 3 TO I-95 5 0 ’ D R A INA G E E A S E ME N T EIP EIP 10 0 .0 0 ’ D .A .T .U .R . D .A .T .U .R . 16 D I NITTA GELATIN USA INC & TELEGRAPH CAROLINA TELEPHONE PAUL PAPPY LLC M A T C H LI N E - L- S T A 1 2 9 + 0 0 S E E S H E E T 1 2 T EX IST ING R /W EX IST ING R /W 18 " RC P 15 ’ B S T INV = 85 . 00 ’ INV=84.11’ 4 2 " C MP EL - 3 B L - 8 TO I-95 5 0 ’ D R A INA G E E A S E ME N T EIP EIP 10 0 .0 0 ’ D .A .T .U .R . D .A .T .U .R . 16 D I NITTA GELATIN USA INC & TELEGRAPH CAROLINA TELEPHONE DB 3798 PG 712 PB 79 PG 84 PAUL PAPPY LLC DB 6182 PG 636 PB 74 PG 4 F F F F F F F F C C C C SEE ENLARGEMENT SHEET TS PERMIT SITE #2 S S STREAM DENOTES IMPACTS IN RE VIS IO N S HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. $ $ $ $ $ $ S Y S T IM E $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ D G N $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ U S E R N A M E $ $ $ $ 8 / 1 7 / 9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION ( Not to Scale) TOE PROTECTION d FLATTER3:1 OR FROM STA. 126+85 TO STA. 127+08 -L- RT DETAIL D Type of Liner= B Rip-Rap d= 1.0 Ft. GROUND NATURAL SLOPE FILL GEOTEXTILE 10 NITTA GELATIN USA INC TT TS TS IMPACTS IN STREAM DENOTES TEMPORARY 11W-5512 SEE SHEET 25 FOR -DRIVE 7- PROFILE SEE SHEET 20 FOR -L- PROFILE NOTE: N A D 8 3 ENGLISH 0’60’60’ S TS TS T T ST ST REMOVE INV=81.52’ INV=81.27’ 18" RCP-III DETAIL D GEOTEXTILE 35 S.Y. ON BANKS, 25 TONS CLASS I RIP RAP DETAIL D TOE PROTECTION HW REMOVE 1’ BURIED AT INLET 60" RCP-III 8 9 12 5 40’R 40’R T EX IST ING R /W EX IST ING R /W 18 " RC P 15 ’ B S T INV = 85 . 00 ’ INV=84.11’ 4 2 " C MP EL - 3 TO I-95 5 0 ’ D R A INA G E E A S E ME N T EIP EIP 10 0 .0 0 ’ D .A .T .U .R . D .A .T .U .R . 16 D I NITTA GELATIN USA INC & TELEGRAPH CAROLINA TELEPHONE PAUL PAPPY LLC M A T C H LI N E - L- S T A 1 2 9 + 0 0 S E E S H E E T 1 2 69.0 69.0 70.0 70.0 70.0 70.0 70.0 71.0 71.0 71.0 71.0 71.0 71.0 71.0 72.0 72.0 72.0 72.0 72.0 72.072.0 72.072.0 72.0 72.0 72.0 73.0 73.0 73.0 73.0 73.0 73.073.0 73.0 73.0 7 3. 0 73.0 73.0 7 3.0 74.0 74.0 74.0 74.0 74.0 74.0 74.0 74.0 74.0 7 4 .0 7 4 . 0 74.0 74.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 7 5 . 0 75.0 75.0 75.0 76.0 7 6.0 76.0 76.0 76.0 76.0 76.0 76.0 76.0 76.0 7 6 .0 7 6 . 0 76.0 76.0 77. 0 7 7.0 77.0 77.0 77.0 77.0 77.0 77.0 77.0 77.0 77.0 7 7 .0 7 7.0 77.0 77.0 78.0 78.0 78.0 78.0 78.0 78.0 78.0 78.0 78.0 78.0 78.0 7 8 . 0 78.0 78.0 7 8.0 79.0 79.0 79.0 79.0 79.0 79.0 79.0 79.0 79.0 79.0 79.0 79.0 7 9 . 0 79.0 79.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 8 0 .0 8 0. 0 80.0 80.0 81.0 81.0 81.0 81.0 81.0 81.0 81.0 81.0 81.0 81.0 81.0 81. 0 81 .0 8 1. 0 81.0 81.0 82 .0 82.0 82.0 82.0 82.0 82.0 82.0 82.0 82.0 82.0 82.0 82.0 82.0 8 2 .0 82.0 82.0 8 2.0 82.0 83.0 83.0 83.0 83.0 83.0 83.0 83.0 83.0 83.0 83.0 83.0 83.0 8 3.0 83.0 8 3 .0 83.0 8 3.0 8 3.0 8 3.0 84.0 84.0 8 4.0 84.0 84.0 84.0 84.0 84.0 84.0 84.0 84.0 84.0 8 4.0 84.0 8 4 .0 84.0 84.0 8 4.0 85.0 85.0 8 5. 0 85.0 85 .0 85 .0 85.0 85.0 85.0 85.0 85.0 85.08 5 . 0 85.0 85.0 8 5 . 0 85.0 85.0 85.0 86 .0 86.0 8 6. 0 86.0 86.0 8 6. 0 86.0 86.0 86.0 86.0 86.0 86.0 86.0 8 6 . 0 86.0 86.0 8 6 .0 8 6.0 8 6.0 8 6 .0 8 6 .0 8 6 .0 8 6 . 0 87.0 87.0 8 7.0 87.0 87.0 87.0 87.0 87.0 87.0 87.0 87.0 87.0 8 7 .0 8 7 . 0 8 7.0 87.0 8 7 .0 87.0 87.0 8 7.0 8 7 .0 8 7 .0 8 7 .0 88 .0 88.0 88.0 88.0 88.0 88.0 88 .0 88.0 88.0 88.0 88.0 88.0 88.0 88. 0 8 8.0 88.0 88.0 8 8 . 0 88.0 8 8.0 8 8.0 8 8.0 8 8 .0 8 8 .0 89 .0 89.0 89.0 89.0 89.0 89.0 89 .0 89.0 89.0 89.0 89.0 89.0 8 9 .0 89 .0 8 9 . 0 8 9 . 0 89.0 8 9 .0 8 9.0 89.0 89.0 8 9 . 0 89 .0 8 9 .0 8 9 . 0 8 9 . 0 89.0 90.0 90 .0 90.0 90.0 90.0 90.0 90 .0 90.0 90.0 90.0 90.0 90.0 90 .0 90 .0 9 0 . 0 9 0 .0 90.0 9 0 .0 9 0.0 90.0 9 0 .0 9 0 . 0 90 .0 90. 0 9 0 .0 90.0 9 0 . 0 90.0 91.0 91 .0 91.0 91.0 91.0 91.0 91 .0 91.0 91.0 91.0 91.0 91.0 91.0 91.0 9 1 . 0 91.0 91.0 91.0 91.0 91.0 91.0 9 1. 0 91 .0 91. 0 91.0 9 1 .0 9 1 . 0 91.0 91.0 92.0 92.0 9 2. 0 92.0 92.0 92. 0 92.0 92 .0 9 2.0 9 2.0 92.0 9 2.0 92.0 92.0 9 2 . 0 92.0 92.0 92.0 92.0 92.0 92.0 92.0 92.0 9 2 . 0 92.0 92.0 92. 0 9 2 .0 9 2 . 0 92.0 9 2 .0 92.0 92.0 92.0 92.0 92.0 92.0 92 . 0 93.0 93.0 9 3. 0 93.0 93.0 9 3. 0 93.0 93.0 9 3 . 0 93.0 9 3.0 93.0 93.0 93.093.093.0 93.093.0 93 .0 93 .0 93.0 93.0 9 3 .0 9 3.0 93.0 93 .0 93 .0 93 .0 93 .0 93 .0 9 3 .0 93.0 9 3 . 0 93.0 93.0 93.0 9 3 . 0 93.0 9 3 . 0 93 .0 93.0 93.0 93.0 93.0 93 .0 93 .0 93 .0 93 .0 93 .0 93 .0 93 .0 93 .0 93 .0 9 3 . 0 9 3 . 0 9 3 . 0 9 3 .0 93.0 93. 0 93 .0 93.0 93.0 93 .0 93 .0 93.0 93.0 93.0 93.0 93 .0 93 .0 93 .0 93.0 93 .0 93 .0 9 4 .0 9 4 . 0 94 .0 94 .0 94 .0 94. 0 94.0 94.0 94 .0 94 .0 94 .0 94 .0 94.0 94.0 94.0 94.0 94 .0 94 .0 94 .0 94 .0 94 .0 94 .0 94 .0 94 .0 94 .0 94 .0 94 .0 94.0 94.0 94 .0 94 .0 94 .0 94 .0 94 .0 94 .0 94 .0 94 .0 94 .0 94 .0 94 .0 94.0 9 4 . 0 9 4 . 0 94.0 94.0 94.0 94.0 94 .0 94 .0 94.0 94.0 94.0 94.0 9 4.0 94.0 94.0 94.0 94.0 94.0 94.0 94.0 94.0 94 .0 94.0 9 4 .0 9 4 .0 94 .0 94 .0 94 .0 9 4.0 9 4 . 0 94 .0 94.0 9 4 . 0 94.0 94.0 94.0 94 .0 94 .0 94 .0 94.0 9 4 . 0 9 4 .0 9 4 . 0 9 4 .0 9 4 . 0 94. 0 94.0 94 .0 94 .0 9 5 .0 95. 0 9 5.0 95.0 95 . 0 95.0 95.0 95.0 9 5 . 0 9 5.0 9 5 .0 9 5 .0 9 5 .0 95 .0 95.0 95.0 9 5 . 0 95.0 95.0 95 .0 95.0 9 5. 0 95.0 95.0 9 5. 0 95.0 95.0 9 5 .0 9 5 .0 95.0 95.0 95 .0 95.0 95.0 95 .0 95. 0 95.0 95.0 95 .0 95 .0 9 5 .0 95 .0 9 5 .0 95 .0 95 .0 95 .0 95 .0 95 .0 9 5.0 95 .0 95 .0 95.0 9 5 .0 95.0 95.0 95 .0 95 .0 95 .0 95 .0 95 .0 95 .0 95 .0 95 .0 95.0 95 .0 95.0 95 .0 95.0 95.0 95.0 95.0 95.0 95.0 95.0 9 5 .0 95.0 96 .0 96.0 96.0 96.0 96.0 96.0 96. 0 96.0 9 6 .0 96.0 96.0 96.0 96 .0 96 .0 96.0 96.0 96.0 96 .0 96 .0 96 .0 96 .0 96 .0 97.0 97.0 97.0 9 7. 0 97.0 97.0 9 7. 0 97 .0 97.0 9 7 .0 97 .0 98.0 98.0 98.0 98.0 9 8. 0 98.0 98.0 9 8. 0 98.0 98.0 9 8 .0 9 8 .0 9 9 .0 9 9 .0 99.0 99. 0 99 .0 99.0 99.0 9 9. 0 99.0 99.0 99. 0 99.0 10 0 .0 10 0 .0 10 0.0 10 0. 0 100 .0 10 0. 0 10 0.0 10 0.0 100.0 1 0 0. 0 100 .0 10 1 .0 1 0 1.0 101.0 10 1.0 10 1.0 10 1.0 1 0 1. 0 101.0 10 1.0 101 .0 1 0 1. 0 101 .0 101.0 10 2 .0 10 2.0 102. 0 10 2. 0 102 .0 102.0 1 02.0 102.0 102. 0 10 2 .0 102 .0 10 3 .0 103. 0 103.0 103.0 103. 0 103.0 10 3.0 103.0 10 3 .0 103.0 10 4 .0 1 0 4. 0 104.0 104.0 104.0 10 4. 0 104.0 10 4.0 10 4 .0 10 5 .0 1 0 5 . 0 105 .0 105.0 105.0 10 5. 0 105.0 10 5 .0 1 0 6 . 0 106. 0 106 .0 10 6. 0 10 6.0 10 6.0 106.0 106 .0 107. 0 107 .0 10 7. 0 10 7.0 10 7. 0 10 7.0 10 7.0 1 0 8 . 0 108. 0 108.0 10 8.0 1 0 8. 0 108.0 1 0 9 . 0 109 .0 10 9. 0 109.0 109.0 109.0 1 1 0 . 0 110 .0 110.0 110.0 110.0 111.0 1 1 1.0 111.0 11 1. 0 11 1 .0 112.0 112.0 112 .0 113.0 113.0 113 . 0 114.0 114. 0 115.0 115.0 11 6.0 117.0 118.0 119.0120.0121.0122.0 T EX IST ING R /W EX IST ING R /W 18 " RC P 15 ’ B S T INV = 85 . 00 ’ INV=84.11’ 4 2 " C MP EL - 3 B L - 8 TO I-95 5 0 ’ D R A INA G E E A S E ME N T EIP EIP 10 0 .0 0 ’ D .A .T .U .R . D .A .T .U .R . 16 D I NITTA GELATIN USA INC & TELEGRAPH CAROLINA TELEPHONE DB 3798 PG 712 PB 79 PG 84 PAUL PAPPY LLC DB 6182 PG 636 PB 74 PG 4 F F F F F F F F C C C C N A D 83 RE VIS IO N S HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. W-5512 $ $ $ $ $ $ S Y S T IM E $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ D G N $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ U S E R N A M E $ $ $ $ 8 / 1 7 / 9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITIONPERMIT SITE #2 ENLARGEMENT N.T.S. ST ST STREAM DENOTES IMPACTS IN TS TS IMPACTS IN STREAM DENOTES TEMPORARY TS S TS TS T T ST ST REMOVE HW REMOVE 18 " RC P 15 ’ B S T 12 7 + 0 0 12 6 + 0 0 4 2 " C MP F F F F C C 10’0’10’ ENGLISH PERMIT SITE #2 AND PROPOSED 60" RCP-III EXISTING 42" CMP PROFILE VIEW OF PROFILE VIEW NCDOT CUMBERLAND COUNTY DIVISION OF HIGHWAYS PROJECT: 50079.1.1 (W-5512) FROM US 301 TO NC 87 SR 2220 (TOM STARLING ROAD) 80 90 100 70 0 10 20 30 40 50 60 70102030405060 80 90 100 70 10’0’10’ ENGLISH PERMIT SITE #2 AND PROPOSED 60" RCP-III EXISTING 42" CMP PROFILE VIEW OF PROFILE VIEW NCDOT CUMBERLAND COUNTY DIVISION OF HIGHWAYS PROJECT: 50079.1.1 (W-5512) FROM US 301 TO NC 87 SR 2220 (TOM STARLING ROAD) 80 90 100 70 0 10 20 30 40 50 60 70102030405060 80 90 100 70 10’ EL = 89.35 TOP OF PROPOSED PIPE EL = 94.40 BOTTOM OF SUBGRADE EXISTING STREAMBED 3:1 9 5 . 2 7 9 6 . 0 4 9 6 . 7 3 EXISTING INV=85.00 BURIED 1’ AT INLET PROP. INV=84.52 3: 1 AT 0.5’ ABOVE WS ELEV. PIPE OUTLET CHANNEL RIP RAP CLASS I AT PROP. INV=84.27 EXISTING INV=84.11 STREAMBED EXISTING TOP OF BANK EXISTING CROSS SECTION PROPOSED 60" RCP-III EL = 95.86 BOTTOM OF SUBGRADE 0.5’ ABOVE NORMAL W.S. ELEVATION CLASS I RIP RAP TO TOP OF BANK 8’ PROPOSED 1 @ 60" RCP-III C/L PROPOSED ROADWAY STA. 127+23 -L- 10’0’10’ ENGLISH PERMIT SITE #2 AND PROPOSED 60" RCP-III EXISTING 42" CMP PROFILE VIEW OF PROFILE VIEW NCDOT CUMBERLAND COUNTY DIVISION OF HIGHWAYS PROJECT: 50079.1.1 (W-5512) FROM US 301 TO NC 87 SR 2220 (TOM STARLING ROAD) 80 90 100 70 0 10 20 30 40 50 60 70102030405060 80 90 100 70 10’0’10’ ENGLISH PERMIT SITE #2 AND PROPOSED 60" RCP-III EXISTING 42" CMP PROFILE VIEW OF PROFILE VIEW NCDOT CUMBERLAND COUNTY DIVISION OF HIGHWAYS PROJECT: 50079.1.1 (W-5512) FROM US 301 TO NC 87 SR 2220 (TOM STARLING ROAD) 80 90 100 70 0 10 20 30 40 50 60 70102030405060 80 90 100 70 10’ EL = 89.35 TOP OF PROPOSED PIPE EL = 94.40 BOTTOM OF SUBGRADE EXISTING STREAMBED 3:1 9 5 . 2 7 9 6 . 0 4 9 6 . 7 3 EXISTING INV=85.00 BURIED 1’ AT INLET PROP. INV=84.52 3: 1 AT 0.5’ ABOVE WS ELEV. PIPE OUTLET CHANNEL RIP RAP CLASS I AT PROP. INV=84.27 EXISTING INV=84.11 STREAMBED EXISTING TOP OF BANK EXISTING CROSS SECTION PROPOSED 60" RCP-III EL = 95.86 BOTTOM OF SUBGRADE 0.5’ ABOVE NORMAL W.S. ELEVATION CLASS I RIP RAP TO TOP OF BANK 8’ PROPOSED 1 @ 60" RCP-III C/L PROPOSED ROADWAY STA. 127+23 -L- DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 5 / 2 8 / 9 9 SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER 20W-5512 $ $ $ $ $ $ S Y S T IM E $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ D G N $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ U S E R N A M E $ $ $ $ 80 90 100 110 120 130 140 150 80 90 100 110 120 130 80 90 100 110 120 130 140 150 80 90 100 110 120 130 140 150 SEE SHEETS 11-13 FOR -L- PLAN NOTE: 124 125 126 127 128 129 130 131 132 133 134 135 136 137 137 138 139 140 141 142 143 144 145 146 147 148 149 151.62’ LEFT -L- STA. 144+54.00 ELEV. = 92.75’ 80’ LEFT -BL- STA. 118+79.00 BM #3 70 60 70 60 70 60 70 60 LEFT DITCH RIGHT DITCH EXISTING 2@36" RCP PIPE HYDRAULIC DATA DRAINAGE STRUCTURE NO. 1102, 1104 96.70 FT=OVERTOPPING ELEVATION 195 CFS+=OVERTOPPING DISCHARGE 500 YRS+=OVERTOPPING FREQUENCY 92.07 FT= 100 YEAR HW ELEVATION 150 CFS=100 YEAR DISCHARGE 90.47 FT=DESIGN HW ELEVATION 110 CFS=DESIGN DISCHARGE 25 YRS=DESIGN FREQUENCY 108 AC=DRAINAGE AREA PIPE HYDRAULIC DATA DRAINAGE STRUCTURE NO. 1201, 1207 95.60 FT=OVERTOPPING ELEVATION 470 CFS+=OVERTOPPING DISCHARGE 500 YRS+=OVERTOPPING FREQUENCY 89.42 FT= 100 YEAR HW ELEVATION 350 CFS=100 YEAR DISCHARGE 86.96 FT=DESIGN HW ELEVATION 250 CFS=DESIGN DISCHARGE 25 YRS=DESIGN FREQUENCY 440 AC=DRAINAGE AREA EXISTING 42" RCP PROPOSED 60" RCP-III PROPOSED 95" X 67" CSAP -L- PROPOSED GRADE EXISTING GROUND DS = 80 MPH DS = 80 MPH 9 4 .4 9 DS = 80 MPH PI = 125+01.19 EL = 95.80’ (+)0.3000% PI = 127+70.00 EL = 96.61’ (+)0.3000%(-)0.3156% VC = 500’ K = 812 PI = 131+00.00 EL = 95.57’ (-)0.3156%(-)0.3000% VC = 160’ K = 10266 PI = 136+55.00 EL = 93.90’ (-)0.3000%(+)0.4352% VC = 600’ K = 816 PROPOSED GRADE EXISTING GROUND DS = 80 MPH DS = 70 MPH DS = 80 MPH 9 4 .4 9 9 4 .4 9 PI = 136+55.00 EL = 93.90’ (+)0.4352% VC = 600’ K = 816 PI = 141+00.00 EL = 96.00’ (+)0.4352%(-)0.4706% VC = 230’ K = 254 PI = 146+95.00 EL = 93.20’ (-)0.4706%(+)0.4504% VC = 250’ K = 271 STA. 139+52.08 -L- AH. STA. 139+89.64 -L- BK. = EQUATION: -L- PROPOSED GRADE EXISTING GROUND DS = 80 MPH DS = 80 MPH 9 4 .4 9 DS = 80 MPH PI = 125+01.19 EL = 95.80’ (+)0.3000% PI = 127+70.00 EL = 96.61’ (+)0.3000%(-)0.3156% VC = 500’ K = 812 PI = 131+00.00 EL = 95.57’ (-)0.3156%(-)0.3000% VC = 160’ K = 10266 PI = 136+55.00 EL = 93.90’ (-)0.3000%(+)0.4352% VC = 600’ K = 816 (-) 0.3000% P I = 13 4 + 5 0 .0 0 0 E l = 9 0 .9 3 (-) 1.4200%(-) 1.6800% P I = 13 5 + 0 0 .0 0 0 E l = 9 0 .0 9 (-) 1.8200% (+) 0.3000% (-) 0.3000% S T A . 12 7 + 2 0 - L - R T , E L 9 1 .5 3 B E G IN S P . L A T . V D I T C H S T A . 12 9 + 5 0 - L - R T , E L 9 2 .2 2 E N D S P . L A T . V D I T C H S T A . 12 8 + 0 0 - L - L T , E L 9 1 .6 4 B E G IN S P . C U T D IT C H S T A . 13 4 + 0 0 - L - L T , E L 9 1 .6 4 B E G IN S P . L A T . V D I T C H E N D S P . C U T D IT C H S T A . 13 5 + 0 0 - L - R T , E L 9 0 .9 4 B E G IN S P . L A T . V D IT C H S T A . 13 5 + 5 0 - L - R T , E L 9 0 .7 9 E N D S P E . L A T . V D IT C H P I = 13 4 + 5 0 .0 0 0 E l = 9 0 .9 3 P I = 13 5 + 0 0 .0 0 0 E l = 9 0 .0 9 E L 8 8 .9 1 S T A 13 5 + 6 5 - L - L T , E N D S P . L A T . V . D I T C H E L = 9 2 .0 9 P I = 13 2 + 5 0 .0 0 0 P I = 12 9 + 7 4 .0 0 0 E l = 9 1 .8 1 (+) 0.1000%(+) 0.1000% P I = 13 0 + 3 5 .0 0 0 E l = 9 1 .8 8 PROPOSED GRADE EXISTING GROUND DS = 80 MPH DS = 70 MPH DS = 80 MPH 9 4 .4 9 9 4 .4 9 PI = 136+55.00 EL = 93.90’ (+)0.4352% VC = 600’ K = 816 PI = 141+00.00 EL = 96.00’ (+)0.4352%(-)0.4706% VC = 230’ K = 254 PI = 146+95.00 EL = 93.20’ (-)0.4706%(+)0.4504% VC = 250’ K = 271 STA. 139+52.08 -L- AH. STA. 139+89.64 -L- BK. = EQUATION: E L 8 8 .4 5 S T A . 13 8 + 0 0 - L - R T , B E G IN S P . L A T . V D IT C H (-) 1.0600% P I = 14 6 + 0 0 .0 0 0 E l = 9 0 .2 0 P I = 14 8 + 5 0 .0 0 0 E l = 9 0 .7 0 (+) 0.2000%(+) 0.3000% P I = 14 9 + 5 0 .0 0 0 E l = 9 1 .0 0 P I = 15 0 + 0 0 .0 0 0 E l = 9 1 .12 (+) 0.2400% E L 8 8 .8 7 S T A . 14 1 + 5 0 - L - R T , B E G I N S P . C U T D IT C H E N D S P . L A T . V D IT C H P I = 14 5 + 5 0 .0 0 0 E l = 8 9 .6 7 (+) 0.2000%(+) 0.1200% EXISTING GROUND DS = 70 MPH DS = 80 MPH PI = 141+00.00 EL = 96.00’ (+)0.4352%(-)0.4706% VC = 230’ K = 254 PI = 146+95.00 EL = 93.20’ (-)0.4706%(+)0.4504% VC = 250’ K = 271 EXISTING GROUND DS = 70 MPH DS = 80 MPH PI = 141+00.00 EL = 96.00’ (+)0.4352%(-)0.4706% VC = 230’ K = 254 PI = 146+95.00 EL = 93.20’ (-)0.4706%(+)0.4504% VC = 250’ K = 271 (-) 1.0600% P I = 14 6 + 0 0 .0 0 0 E l = 9 0 .2 0 P I = 14 8 + 5 0 .0 0 0 E l = 9 0 .7 0 (+) 0.2000%(+) 0.3000% P I = 14 9 + 5 0 .0 0 0 (+) 0.2400% E L 8 8 .8 7 S T A . 14 1 + 5 0 - L - R T , B E G I N S P . C U T D IT C H E N D S P . L A T . V D IT C H P I = 14 5 + 5 0 .0 0 0 E l = 8 9 .6 7 (+) 0.2000%(+) 0.1200% SEE ENLARGEMENT SHEET RE VIS IO N S HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. $ $ $ $ $ $ S Y S T IM E $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ D G N $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ U S E R N A M E $ $ $ $ 8 / 1 7 / 9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION 13 0 + 00 PROFILE SEE SHEET 25 FOR -DRIVE 8- & -DRIVE 9- SEE SHEET 20 FOR -L- PROFILE NOTE: ENGLISH 0’60’60’ ( Not to Scale) PIPE OUTLET CHANNEL DETAIL G STA. 136+13 -L- LT Ground Natural Ground Natural (Variable) CHANNEL BED Est.= 11 Tons of Class I Rip-Rap d= 3 Ft. Length= 10 Ft. EXISTI NG BANK EXISTING BANKMIN. 2:1 TO TIE MI N. 2: 1 TO TIE d NAD 83/NA2011 NC GRID W-5512 12 TT TS TS IMPACTS IN STREAM DENOTES TEMPORARY S S STREAM DENOTES IMPACTS IN & WIFE DEBRA WARD DOUGLAS R ST TS TS PERMIT SITE #3 T T ST MA TC H L IN E -L - STA 12 9 +0 0 SEE SH EET 11 GRADE TO DRAIN HW HW INV=80.28’ INV=82.00’ REMOVE GRADE TO DRAIN GRADE TO DRAIN 18" BURIED 1’ AT INLET 95"X67" CSAP 15" RCP REMOVE EXIST. RETAIN 13 5 T EIP 7 0.0 0’ EIP EXISTING R/W EXISTING R/W EXISTING R/W 28’ BST T O M ST A RLI N G R D S R 22 2 0 DB 4303 PG 140 27’ UTILITY EASEMENT 15’ G R A V E L D. A.T. U. R.D.A.T.U.R.INV=79.13’INV=79.06’ INV=80.38’INV=80.50’ 21’ CONC HW 3 6 " R C P 3 6 " R C P 15" RCP MICHEAL T REISINGER DB 5708 PG 339 PB 86 PG 200 KENNETH W TEW DB 7957 PG 816 PB 86 PG 200 TEW FAMILY LLC DB 8414 PG 314 ROBERT CARLISLE GOODWIN DB 4414 PG 682 PB 89 PG 86 F F F F F F F F F F C F C F C C C C C C C C C C C C C C C C F C C SEE ENLARGEMENT SHEET RE VIS IO N S HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. $ $ $ $ $ $ S Y S T IM E $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ D G N $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ U S E R N A M E $ $ $ $ 8 / 1 7 / 9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION 13 0 + 00 PROFILE SEE SHEET 25 FOR -DRIVE 8- & -DRIVE 9- SEE SHEET 20 FOR -L- PROFILE NOTE: ENGLISH 0’60’60’ ( Not to Scale) PIPE OUTLET CHANNEL DETAIL G STA. 136+13 -L- LT Ground Natural Ground Natural (Variable) CHANNEL BED Est.= 11 Tons of Class I Rip-Rap d= 3 Ft. Length= 10 Ft. EXISTI NG BANK EXISTING BANKMIN. 2:1 TO TIE MI N. 2: 1 TO TIE d NAD 83/NA2011 NC GRID W-5512 12 TT TS TS IMPACTS IN STREAM DENOTES TEMPORARY S S STREAM DENOTES IMPACTS IN & WIFE DEBRA WARD DOUGLAS R ST TS TS PERMIT SITE #3 T T ST MA TC H L IN E -L - STA 12 9 +0 0 SEE SH EET 11 GRADE TO DRAIN HW HW INV=80.28’ INV=82.00’ REMOVE GRADE TO DRAIN GRADE TO DRAIN 18" BURIED 1’ AT INLET 95"X67" CSAP 15" RCP REMOVE EXIST. RETAIN 13 5 T EIP 7 0.0 0’ EIP EXISTING R/W EXISTING R/W EXISTING R/W 28’ BST T O M ST A RLI N G R D S R 22 2 0 DB 4303 PG 140 27’ UTILITY EASEMENT 15’ G R A V E L D. A.T. U. R.D.A.T.U.R.INV=79.13’INV=79.06’ INV=80.38’INV=80.50’ 21’ CONC HW 3 6 " R C P 3 6 " R C P 15" RCP MICHEAL T REISINGER DB 5708 PG 339 PB 86 PG 200 KENNETH W TEW DB 7957 PG 816 PB 86 PG 200 TEW FAMILY LLC DB 8414 PG 314 ROBERT CARLISLE GOODWIN DB 4414 PG 682 PB 89 PG 86 7 4. 0 7 5. 0 75. 0 7 5. 0 76.0 76. 0 76. 0 76. 0 76. 0 76 . 0 76.0 7 7 . 0 7 7 . 0 77. 0 77. 0 7 7. 0 7 7. 0 7 7. 0 7 7. 0 77. 0 77.0 78. 0 78 .0 78.0 78 .0 78. 0 78. 0 7 8. 0 78.0 78.0 78 .0 78.0 78.0 78.0 7 8. 0 78. 0 78. 0 7 9. 0 79.0 79 .0 79.0 79.0 79. 0 7 9. 0 79. 0 79.0 79.0 79.0 79. 0 7 9 . 0 7 9. 0 79.0 79. 0 79. 0 7 9. 0 79. 0 80. 0 80.0 80 .0 80 .08 0 .0 80.0 80.0 80. 0 80. 0 80. 0 80.0 80.0 80.0 80.0 8 0. 0 80. 0 8 0. 0 80.0 80.0 80.0 8 0. 0 80. 0 80. 0 80.0 81.0 81 .0 81 .0 81.0 81. 0 8 1. 0 8 1. 0 81.0 81.0 81.0 8 1 . 0 81.0 8 1. 0 81.0 81.0 81.0 81.0 8 1. 0 81. 0 81.0 81.0 81.0 8 1. 0 81. 0 81. 0 81.0 81. 0 81 . 0 81 .081.0 81.0 81.0 82.0 82 .0 82 .0 82 . 0 82. 0 8 2. 0 8 2. 0 82 .0 82.0 8 2. 0 8 2.0 82. 0 82. 0 82.0 8 2.0 82 .0 8 2.0 82. 0 82. 0 82. 0 8 2 . 0 82.0 82.082.0 8 2. 0 82. 0 82.08 2 . 0 82.0 8 2 .0 82 .0 82.0 82.0 82. 0 8 2 . 0 8 2 . 0 82 .0 8 2 .0 83.0 83 .0 83 .0 83. 0 83. 0 83. 0 83. 0 83. 0 83.0 83.0 83. 0 83. 0 83. 0 83.0 83. 0 83. 0 83.0 83.0 8 3.0 83.0 8 3. 0 8 3. 0 83.0 8 3. 0 83.0 83. 0 83.0 83 .0 8 3. 0 8 3. 0 83. 083.0 83.0 83. 0 8 3 .0 83.0 8 3 .0 83.0 83.0 8 3 .0 84. 0 84 .0 84 .0 84.0 8 4. 0 8 4. 0 84. 0 84. 0 8 4.0 84.0 84.0 8 4. 0 84. 0 84.0 84. 0 84.0 8 4.0 84.08 4 .0 84 .0 8 4 . 0 8 4. 0 84.0 8 4. 0 84. 0 8 4 .0 84.0 84.0 8 4 .0 84.0 8 4. 0 84. 084.0 84.0 84 . 0 84 .0 84.0 8 4 . 0 84.0 8 4 .0 84 .0 84.0 85.0 85 .0 85 .0 85.0 85.0 85. 0 8 5. 0 8 5. 0 8 5.0 85.0 85. 0 8 5. 0 85.0 85.0 85. 0 85.0 8 5. 0 8 5 .0 85. 0 85.0 85.0 85.0 85 .085 .0 85. 0 85. 0 85.0 85.0 85.0 8 5 .0 8 5 .0 85 .0 8 5. 0 8 5. 0 85.0 85. 0 85 .0 85 .0 85.0 85.0 8 5 . 0 85.0 85.0 85.0 85.0 86.0 86 .0 86.0 86.0 86. 0 86. 0 86. 0 8 6. 0 86. 0 8 6.0 8 6.0 8 6. 0 8 6. 0 86.0 86.0 86.0 86.0 8 6. 0 86.0 8 6.0 86.0 8 6 . 0 86.0 86.0 8 6 . 0 8 6. 0 86.0 86.0 86.0 86.0 8 6 . 0 8 6 .0 86.0 86. 0 86. 0 86.0 86.0 86.0 8 6.0 86.0 86.0 86.0 86 .0 86.0 86.0 8 6 . 0 86.0 86.0 87.0 87 .0 87.0 87. 0 87.0 87.0 87. 0 8 7. 0 87.0 8 7.0 87. 0 87.0 87.0 87.0 87.0 87.0 87. 0 8 7. 0 87.0 87 .0 8 7. 0 87.0 87. 0 87.0 87.0 8 7 . 0 87. 0 87. 08 7 . 0 87.0 87.0 8 7 . 0 8 7 .0 87.0 87. 0 87. 0 87.0 8 7 . 0 87. 0 87 .0 87 .0 87.0 8 7. 0 8 7 .0 87.0 8 7 .0 87.0 8 7 .0 87.0 87.0 87.0 88.0 88 .0 88. 0 88.0 8 8. 0 8 8. 0 88.0 88.0 88.0 8 8.0 88.0 88.0 88.0 88. 0 8 8. 0 88.0 88.0 88.0 88.0 88. 0 88.0 8 8 . 0 88.0 88.0 8 8 .0 88. 0 88 .0 8 8 .0 8 8.0 88.0 8 8 .0 8 8.0 8 8 . 0 88 . 0 8 8. 0 88. 0 8 8 .0 8 8 . 0 8 8 . 0 88.0 8 8 .0 8 8.0 88.0 88.0 8 8 .0 8 8 .0 8 8 .0 88.0 88.088.0 88.0 8 8.0 88. 0 8 8 . 0 89 .0 89.0 89. 0 89. 0 8 9. 0 89 .0 89.0 89. 0 89.0 89.0 89. 0 89.0 8 9. 0 8 9. 0 89.0 89. 0 8 9.0 89.0 89.0 89.0 89.0 8 9. 0 8 9 . 0 89.0 89.0 8 9 . 0 8 9.0 89. 0 89 .0 89.0 8 9 .0 89.0 8 9 .0 8 9 .0 8 9 .0 89. 0 89. 0 89. 0 8 9 .0 89.0 89 .0 8 9 . 0 89.0 8 9 .0 8 9.0 89.0 89.0 8 9 . 0 8 9 .0 89.0 89.0 89.0 8 9 .0 8 9 . 0 89 .0 89.0 8 9 . 0 90.0 90.0 90.0 90.090.0 90.0 90.0 90.090.090.0 90.0 90.0 90.0 90.0 90. 0 90. 0 90. 0 9 0. 0 90 .0 9 0.0 90. 0 90. 0 9 0. 0 90.0 90.0 90.0 9 0. 0 90.0 90 .0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90 .0 90.0 9 0 .0 90.090.0 90.0 90. 0 90. 09 0 . 0 90.0 9 0 . 0 90.0 9 0 . 0 9 0 .0 9 0 .0 9 0.0 90. 0 90. 0 9 0 .0 90 .0 9 0 .0 9 0 .0 9 0 . 0 90. 0 90 .0 90 .0 90.0 90.0 90.0 90.0 9 0 . 0 90.0 90.0 91.0 91.0 91.0 91.0 91.0 91.0 9 1 .0 91.0 91.0 91.091.0 91.0 91.0 91.0 91.0 91.0 91.0 91 .0 9 1 . 0 91.0 91.0 91 .0 91.0 91.0 91. 0 91. 0 91. 0 91 .0 9 1.0 91. 0 91. 0 91. 0 9 1. 0 91.0 91.0 91 .0 9 1.0 9 1. 0 91.0 91.0 91.0 91.0 91.0 91.0 91.0 91.0 91.0 91.0 9 1.0 9 1. 0 91.0 9 1.0 9 1 . 0 9 1.0 91. 0 9 1 . 0 91.0 9 1 . 0 91.0 91.0 91.0 91.0 9 1 . 0 91.0 91. 0 9 1. 0 9 1.0 91.0 91.0 91 .0 9 1 . 0 91 . 0 91. 0 91 .0 91.0 91. 0 91.0 9 1 . 0 9 1 . 0 9 1. 0 9 1. 0 91.0 92.0 92 .0 92.0 92.0 92.0 92.0 92.0 92.0 92.0 92.0 92.0 92.0 92.0 92.092.0 92.0 92.0 92.0 92.0 92.0 92.0 92.0 92.0 92.0 92.0 9 2. 0 92.0 92.0 92 .0 92.0 92. 0 92. 0 9 2.0 92 .0 92. 0 92. 0 92.0 92 .0 92 . 0 92 . 0 9 2 . 0 9 2 .0 92.0 92.0 92.0 9 2 .0 9 2. 0 9 2. 0 92.0 9 2 .0 9 2 . 0 92. 0 92.0 92.0 9 2 . 0 92 . 0 9 2. 0 92.0 92.0 9 2 . 0 9 2 .0 9 2 .0 92.0 92.0 92.0 92.0 92.0 92.0 92.0 92.0 92.0 92.0 9 2 . 0 92.0 92.0 92.0 9 2 . 0 9 2 .0 9 2 . 0 9 2 .0 9 2 .092.0 92.0 9 2 . 0 9 2 . 0 9 2 . 0 9 2 . 0 93.0 93.0 93.0 93.0 93.0 93.0 93.0 93.0 93.0 93.0 93.0 93.0 93.0 9 3 .0 93.0 93.093.0 93.0 93.0 93. 0 9 3.0 93 .0 93. 0 93. 0 93.0 9 3 .0 9 3.0 93.0 9 3 . 0 9 3 .0 9 3.0 9 3.0 9 3.0 93 .0 93.0 93.0 93 .0 93.0 9 3 . 0 9 3 .0 93.0 93.0 93.0 9 3 . 0 93 .0 93.0 93.0 9 3.0 9 3.0 9 3 . 0 9 3 . 0 9 3 . 0 93.0 93. 0 93.0 93.0 93.0 9 3 . 0 93.0 93.0 93 . 0 93. 0 93.0 93. 0 93. 0 93.0 93.0 93.0 93.0 93.0 93.0 93.0 93.0 93.0 93.0 93.0 93.0 93.0 9 3 .0 93.0 93.0 93.0 93.0 93.0 93.0 93.0 93.0 93.0 93.0 93.0 93.0 93.0 9 3 .0 93.0 93.0 93.0 93.0 93.0 93.0 93.0 94.0 94.0 9 4.0 94.0 94.0 94.0 94.0 94.0 94.0 94.0 94. 0 94.0 94.0 94.0 94.0 94.0 94.0 94.0 94.0 94.0 94.0 94.0 94.0 9 4 .0 94.0 94.0 94.0 94.0 94.0 94.0 94 .0 94.0 94. 0 9 4.0 94. 0 94.0 94.0 94.0 94.0 94.0 94.0 94.0 94.0 94.0 9 4 .0 94.0 94 .0 94 .0 94. 0 94. 0 9 4.0 94.0 94.0 94.0 94.0 94.0 94 .0 94.0 94. 0 94. 0 9 4 .0 9 4 .0 94.0 94 .0 9 4 .0 94 . 0 94.0 94.0 94.0 9 4 .0 94.0 94.0 9 4 . 0 94 .0 94.0 94.0 9 4 .0 94.0 94.0 94.0 94.0 94.0 94.0 94.0 94. 0 9 4. 0 94.0 95.0 95.0 95.0 95.0 95.0 95.0 95.0 95.0 95.0 95.0 95.0 95.0 95. 0 95.0 95.0 95.0 95.0 95.0 95.0 95.0 95.0 95.0 95.0 95.0 95.095.0 95 .0 95. 0 95.0 95.0 95.0 95.0 95.0 95.0 95.0 95.0 95.0 95.0 95.0 9 5 .0 95.0 95.0 95.0 96 .0 96.0 96.096.096.0 96 .0 96. 0 96. 0 96. 0 96.0 96.0 96.0 96.0 96.0 96.0 96.0 96.0 9 6.0 96.0 96.0 96. 0 96 .0 96.0 96.0 97. 0 97.0 97.0 9 7. 0 9 7. 0 97. 0 97.0 97 .0 97 .0 97.0 97.0 9 7. 0 F F F F F F F F F F C F C F C C C C C C C C C C C C C C C C F C C 3 6 " R C P SITE 3 ENLARGEMENT N.T.S. RE VIS IO N S HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. W-5512 $ $ $ $ $ $ S Y S T IM E $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ D G N $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ U S E R N A M E $ $ $ $ 8 / 1 7 / 9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION N A D 8 3 12 TTSS STREAM DENOTES IMPACTS IN TS TS IMPACTS IN STREAM DENOTES TEMPORARY ST TS T T ST HW HW REMOVE BURIED 1’ AT INLET 95"X67" CSAP 1 3 6 + 0 0 TS 3 6 " R C P F C 10’0’10’ ENGLISH PERMIT SITE #3 AND PROPOSED 1 @ 95" X 67" CSAP EXISTING 2 @ 36" RCP PROFILE VIEW OF PROFILE VIEW NCDOT CUMBERLAND COUNTY DIVISION OF HIGHWAYS PROJECT: 50079.1.1 (W-5512) FROM US 301 TO NC 87 SR 2220 (TOM STARLING ROAD) 80 90 100 70 0 10 20 30 40 50 60 70102030405060 80 90 100 70 EL = 85.68 TOP OF PROPOSED PIPE 9 4 . 4 5 9 3 . 9 7 9 3 . 3 4 EL = 92.47 BOTTOM OF SUBGRADE EXISTING STREAMBED AT 0.5’ ABOVE WS ELEV. PIPE OUTLET CHANNEL RIP RAP CLASS I AT PROP. INV=80.00 10’3:1 BURIED 1’ AT INLET PROP. INV=80.28 EL = 93.58 BOTTOM OF SUBGRADE STREAMBED EXISTING 3: 1 PROPOSED 1 @ 95" X 67" CSAP EXISTING INV=79.13 EXISTING INV=79.06 EXISTING INV=80.38 EXISTING INV=80.50 CROSS SECTION PROPOSED 95" X 71" CSAP C/L PROPOSED ROADWAY STA. 136+13 -L- 10’0’10’ ENGLISH PERMIT SITE #3 AND PROPOSED 1 @ 95" X 67" CSAP EXISTING 2 @ 36" RCP PROFILE VIEW OF PROFILE VIEW NCDOT CUMBERLAND COUNTY DIVISION OF HIGHWAYS PROJECT: 50079.1.1 (W-5512) FROM US 301 TO NC 87 SR 2220 (TOM STARLING ROAD) 80 90 100 70 0 10 20 30 40 50 60 70102030405060 80 90 100 70 EL = 85.68 TOP OF PROPOSED PIPE 9 4 . 4 5 9 3 . 9 7 9 3 . 3 4 EL = 92.47 BOTTOM OF SUBGRADE EXISTING STREAMBED AT 0.5’ ABOVE WS ELEV. PIPE OUTLET CHANNEL RIP RAP CLASS I AT PROP. INV=80.00 10’3:1 BURIED 1’ AT INLET PROP. INV=80.28 EL = 93.58 BOTTOM OF SUBGRADE STREAMBED EXISTING 3: 1 PROPOSED 1 @ 95" X 67" CSAP EXISTING INV=79.13 EXISTING INV=79.06 EXISTING INV=80.38 EXISTING INV=80.50 CROSS SECTION PROPOSED 95" X 71" CSAP C/L PROPOSED ROADWAY STA. 136+13 -L- DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 5 / 2 8 / 9 9 SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER 20W-5512 $ $ $ $ $ $ S Y S T IM E $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ D G N $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ U S E R N A M E $ $ $ $ 80 90 100 110 120 130 140 150 80 90 100 110 120 130 80 90 100 110 120 130 140 150 80 90 100 110 120 130 140 150 SEE SHEETS 11-13 FOR -L- PLAN NOTE: 124 125 126 127 128 129 130 131 132 133 134 135 136 137 137 138 139 140 141 142 143 144 145 146 147 148 149 151.62’ LEFT -L- STA. 144+54.00 ELEV. = 92.75’ 80’ LEFT -BL- STA. 118+79.00 BM #3 70 60 70 60 70 60 70 60 LEFT DITCH RIGHT DITCH EXISTING 2@36" RCP PIPE HYDRAULIC DATA DRAINAGE STRUCTURE NO. 1102, 1104 96.70 FT=OVERTOPPING ELEVATION 195 CFS+=OVERTOPPING DISCHARGE 500 YRS+=OVERTOPPING FREQUENCY 92.07 FT= 100 YEAR HW ELEVATION 150 CFS=100 YEAR DISCHARGE 90.47 FT=DESIGN HW ELEVATION 110 CFS=DESIGN DISCHARGE 25 YRS=DESIGN FREQUENCY 108 AC=DRAINAGE AREA PIPE HYDRAULIC DATA DRAINAGE STRUCTURE NO. 1201, 1207 95.60 FT=OVERTOPPING ELEVATION 470 CFS+=OVERTOPPING DISCHARGE 500 YRS+=OVERTOPPING FREQUENCY 89.42 FT= 100 YEAR HW ELEVATION 350 CFS=100 YEAR DISCHARGE 86.96 FT=DESIGN HW ELEVATION 250 CFS=DESIGN DISCHARGE 25 YRS=DESIGN FREQUENCY 440 AC=DRAINAGE AREA EXISTING 42" RCP PROPOSED 60" RCP-III PROPOSED 95" X 67" CSAP -L- PROPOSED GRADE EXISTING GROUND DS = 80 MPH DS = 80 MPH 9 4 .4 9 DS = 80 MPH PI = 125+01.19 EL = 95.80’ (+)0.3000% PI = 127+70.00 EL = 96.61’ (+)0.3000%(-)0.3156% VC = 500’ K = 812 PI = 131+00.00 EL = 95.57’ (-)0.3156%(-)0.3000% VC = 160’ K = 10266 PI = 136+55.00 EL = 93.90’ (-)0.3000%(+)0.4352% VC = 600’ K = 816 PROPOSED GRADE EXISTING GROUND DS = 80 MPH DS = 70 MPH DS = 80 MPH 9 4 .4 9 9 4 .4 9 PI = 136+55.00 EL = 93.90’ (+)0.4352% VC = 600’ K = 816 PI = 141+00.00 EL = 96.00’ (+)0.4352%(-)0.4706% VC = 230’ K = 254 PI = 146+95.00 EL = 93.20’ (-)0.4706%(+)0.4504% VC = 250’ K = 271 STA. 139+52.08 -L- AH. STA. 139+89.64 -L- BK. = EQUATION: -L- PROPOSED GRADE EXISTING GROUND DS = 80 MPH DS = 80 MPH 9 4 .4 9 DS = 80 MPH PI = 125+01.19 EL = 95.80’ (+)0.3000% PI = 127+70.00 EL = 96.61’ (+)0.3000%(-)0.3156% VC = 500’ K = 812 PI = 131+00.00 EL = 95.57’ (-)0.3156%(-)0.3000% VC = 160’ K = 10266 PI = 136+55.00 EL = 93.90’ (-)0.3000%(+)0.4352% VC = 600’ K = 816 (-) 0.3000% P I = 13 4 + 5 0 .0 0 0 E l = 9 0 .9 3 (-) 1.4200%(-) 1.6800% P I = 13 5 + 0 0 .0 0 0 E l = 9 0 .0 9 (-) 1.8200% (+) 0.3000% (-) 0.3000% S T A . 12 7 + 2 0 - L - R T , E L 9 1 .5 3 B E G IN S P . L A T . V D I T C H S T A . 12 9 + 5 0 - L - R T , E L 9 2 .2 2 E N D S P . L A T . V D I T C H S T A . 12 8 + 0 0 - L - L T , E L 9 1 .6 4 B E G IN S P . C U T D IT C H S T A . 13 4 + 0 0 - L - L T , E L 9 1 .6 4 B E G IN S P . L A T . V D I T C H E N D S P . C U T D IT C H S T A . 13 5 + 0 0 - L - R T , E L 9 0 .9 4 B E G IN S P . L A T . V D IT C H S T A . 13 5 + 5 0 - L - R T , E L 9 0 .7 9 E N D S P E . L A T . V D IT C H P I = 13 4 + 5 0 .0 0 0 E l = 9 0 .9 3 P I = 13 5 + 0 0 .0 0 0 E l = 9 0 .0 9 E L 8 8 .9 1 S T A 13 5 + 6 5 - L - L T , E N D S P . L A T . V . D I T C H E L = 9 2 .0 9 P I = 13 2 + 5 0 .0 0 0 P I = 12 9 + 7 4 .0 0 0 E l = 9 1 .8 1 (+) 0.1000%(+) 0.1000% P I = 13 0 + 3 5 .0 0 0 E l = 9 1 .8 8 PROPOSED GRADE EXISTING GROUND DS = 80 MPH DS = 70 MPH DS = 80 MPH 9 4 .4 9 9 4 .4 9 PI = 136+55.00 EL = 93.90’ (+)0.4352% VC = 600’ K = 816 PI = 141+00.00 EL = 96.00’ (+)0.4352%(-)0.4706% VC = 230’ K = 254 PI = 146+95.00 EL = 93.20’ (-)0.4706%(+)0.4504% VC = 250’ K = 271 STA. 139+52.08 -L- AH. STA. 139+89.64 -L- BK. = EQUATION: E L 8 8 .4 5 S T A . 13 8 + 0 0 - L - R T , B E G IN S P . L A T . V D IT C H (-) 1.0600% P I = 14 6 + 0 0 .0 0 0 E l = 9 0 .2 0 P I = 14 8 + 5 0 .0 0 0 E l = 9 0 .7 0 (+) 0.2000%(+) 0.3000% P I = 14 9 + 5 0 .0 0 0 E l = 9 1 .0 0 P I = 15 0 + 0 0 .0 0 0 E l = 9 1 .12 (+) 0.2400% E L 8 8 .8 7 S T A . 14 1 + 5 0 - L - R T , B E G I N S P . C U T D IT C H E N D S P . L A T . V D IT C H P I = 14 5 + 5 0 .0 0 0 E l = 8 9 .6 7 (+) 0.2000%(+) 0.1200% EXISTING GROUND DS = 70 MPH DS = 80 MPH PI = 141+00.00 EL = 96.00’ (+)0.4352%(-)0.4706% VC = 230’ K = 254 PI = 146+95.00 EL = 93.20’ (-)0.4706%(+)0.4504% VC = 250’ K = 271 EXISTING GROUND DS = 70 MPH DS = 80 MPH PI = 141+00.00 EL = 96.00’ (+)0.4352%(-)0.4706% VC = 230’ K = 254 PI = 146+95.00 EL = 93.20’ (-)0.4706%(+)0.4504% VC = 250’ K = 271 (-) 1.0600% P I = 14 6 + 0 0 .0 0 0 E l = 9 0 .2 0 P I = 14 8 + 5 0 .0 0 0 E l = 9 0 .7 0 (+) 0.2000%(+) 0.3000% P I = 14 9 + 5 0 .0 0 0 (+) 0.2400% E L 8 8 .8 7 S T A . 14 1 + 5 0 - L - R T , B E G I N S P . C U T D IT C H E N D S P . L A T . V D IT C H P I = 14 5 + 5 0 .0 0 0 E l = 8 9 .6 7 (+) 0.2000%(+) 0.1200% SEE ENLARGEMENT SHEET S TS TS ST ST STREAM DENOTES IMPACTS IN TS TS IMPACTS IN STREAM DENOTES TEMPORARY PERMIT SITE #4 RE VIS IO N S HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. $ $ $ $ $ $ S Y S T IM E $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ D G N $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ U S E R N A M E $ $ $ $ 8 / 1 7 / 9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION ( Not to Scale) PIPE OUTLET CHANNEL DETAIL H STA. 164+15 -L- LT Ground Natural Ground Natural (Variable) CHANNEL BED Est.= 4 Tons of Class I Rip-Rap d= 1 Ft. Length= 10 Ft. EXISTING BANK EXISTING BANKMIN. 2:1 TO TIE MI N. 2: 1 TO TIE d Flatter3:1 or D 3: 1 ( Not to Scale) SPECIAL CUT DITCH FROM STA. 161+00 TO STA. 162+00 -L- LT DETAIL A Min. D= 1.0 Ft. Ground Natural Slope Ditch Front RAY DRAUGHON DB 7105 PG 461 PB 115 PG 187 N A D 8 3 W-5512 14 SEE SHEET 21 FOR -L- PROFILE NOTE: ENGLISH 0’60’60’ TO STA. 163+50 -L- LT FROM STA. 163+00 TO EXISTING GROUND TIE PROPOSED FILL SLOPE HW HW INV=81.82’ INV=82.00’ REMOVE R E M O V E BURIED 1’ AT INLET 103"X71" CSAP 15" 15" 18" REMOVE 16 0 1 6 5 TO NC 87 12" RCP 12" RCP 36" RCP 36" RCP INV=83.00’INV=83.36’ INV=83.50’ INV=83.24’ WOODS WOODS 7 0 . 0 0 ’ EXISTING R/W EXISTING R/W 23’ BST TOM STARLING RD SR 2220 12" RCP 55’ SOIL 9’ CONC 9’ CONC 32’ BST 21’ SOIL INV=83.22’ EXISTING R/W EXISTING R/W EIP EIP RESTORATION CHURCH, INC REDEMPTION HEALING 30’ UTILITY EASEMENT EIP EIP STEPHEN MCGRATH THROCKMORTONCHRISTOPHER LEE VIRGIL DOWDY VIRGIL DOWDYLLC DOULOS PROPERTIES , DENIS LEAHY LARRY M SPRUILL DONALD MATTHEWS K E V I N WI L L I A M S O N 50.00’ EXISTING R/W EXISTING R/W EIP PATRICIA A. LEAHY INV=84.14’ 15" R C P C F C F F F C F F F F F F F F F F C C C C C C F F F SEE ENLARGEMENT SHEET S TS TS ST ST STREAM DENOTES IMPACTS IN TS TS IMPACTS IN STREAM DENOTES TEMPORARY PERMIT SITE #4 RE VIS IO N S HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. $ $ $ $ $ $ S Y S T IM E $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ D G N $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ U S E R N A M E $ $ $ $ 8 / 1 7 / 9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION ( Not to Scale) PIPE OUTLET CHANNEL DETAIL H STA. 164+15 -L- LT Ground Natural Ground Natural (Variable) CHANNEL BED Est.= 4 Tons of Class I Rip-Rap d= 1 Ft. Length= 10 Ft. EXISTING BANK EXISTING BANKMIN. 2:1 TO TIE MI N. 2: 1 TO TIE d Flatter3:1 or D 3: 1 ( Not to Scale) SPECIAL CUT DITCH FROM STA. 161+00 TO STA. 162+00 -L- LT DETAIL A Min. D= 1.0 Ft. Ground Natural Slope Ditch Front RAY DRAUGHON DB 7105 PG 461 PB 115 PG 187 N A D 8 3 W-5512 14 SEE SHEET 21 FOR -L- PROFILE NOTE: ENGLISH 0’60’60’ TO STA. 163+50 -L- LT FROM STA. 163+00 TO EXISTING GROUND TIE PROPOSED FILL SLOPE HW HW INV=81.82’ INV=82.00’ REMOVE R E M O V E BURIED 1’ AT INLET 103"X71" CSAP 15" 15" 18" REMOVE 16 0 1 6 5 TO NC 87 12" RCP 12" RCP 36" RCP 36" RCP INV=83.00’INV=83.36’ INV=83.50’ INV=83.24’ WOODS WOODS 7 0 . 0 0 ’ EXISTING R/W EXISTING R/W 23’ BST TOM STARLING RD SR 2220 12" RCP 55’ SOIL 9’ CONC 9’ CONC 32’ BST 21’ SOIL INV=83.22’ EXISTING R/W EXISTING R/W EIP EIP RESTORATION CHURCH, INC REDEMPTION HEALING 30’ UTILITY EASEMENT EIP EIP STEPHEN MCGRATH THROCKMORTONCHRISTOPHER LEE VIRGIL DOWDY VIRGIL DOWDYLLC DOULOS PROPERTIES , DENIS LEAHY LARRY M SPRUILL DONALD MATTHEWS K E V I N WI L L I A M S O N 50.00’ EXISTING R/W EXISTING R/W EIP PATRICIA A. LEAHY INV=84.14’ 15" R C P 8 3 . 0 8 3.0 8 3.0 8 3 . 0 83. 0 8 3 . 0 83.0 84.0 8 4. 0 8 4.0 8 4.0 8 4 . 0 84.0 84.0 8 4 .0 84 .0 8 5 .0 85.0 8 5 .0 8 5 .0 85.0 85.0 8 5 . 0 85.0 85. 0 85.0 85.085.0 8 5.0 8 5 .0 85.0 8 6 .0 86.0 8 6 . 0 8 6.0 86. 0 8 6. 0 86.0 86.0 86.0 86.0 86.086 .0 86.0 86.0 8 6 .0 86.0 8 7 .0 87. 0 87.0 87.0 87 .087.0 87.0 8 7 .0 8 7 .0 87.0 87.0 87 .0 8 7.0 87. 0 87.0 8 7 . 0 8 7.0 8 8 .0 8 8 .0 88.0 8 8 .0 88.0 88.088.0 88.0 88.0 8 8 . 0 88.0 88.088.0 88.0 88.0 88.0 88.0 8 8 . 0 8 8.0 89.089.0 89.0 89.0 89.0 89.0 89.0 89 .0 89.0 89. 0 89.0 89. 0 89. 0 89.0 89.0 89.0 89.0 89.0 89.0 89.0 8 9 . 0 89.0 90.090.0 9 0 .0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90 .0 90.090.0 90.0 90.0 91.0 91.0 91.0 91.0 91.0 91.0 91.0 91.0 91.0 91.0 91.0 91.0 91.0 91.0 91.0 91.0 91 .0 91.0 91.0 91.0 91.0 91.0 91.0 91.0 91.0 91.0 91.0 91.0 91. 0 91.0 91.0 91.0 91.0 91.0 91.0 91.0 91.0 91.0 91.0 92.0 92.0 92.0 92.0 92. 0 92.0 92.0 92.0 92.0 92.0 92. 0 92.0 92.0 92.0 92.0 92.0 92.0 92.0 92.092.0 92.0 92.0 92.0 92.0 92.0 92 .0 92 .0 92.0 92. 0 92.0 9 2 . 0 93.0 93.0 93.0 93.0 93.0 93 .0 93.0 93.0 93.0 93.0 93.0 93.0 93.093.0 93.0 93.0 93.0 93.0 94.0 94.0 94.0 94.0 94.0 94.0 94 .0 94 .0 C F C F F F C F F F F F F F F F F C C C C C C F F F 36" RCP 36" RCP PERMIT SITE #4 ENLARGEMENT N.T.S. RE VIS IO N S HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. W-5512 $ $ $ $ $ $ S Y S T IM E $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ D G N $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ U S E R N A M E $ $ $ $ 8 / 1 7 / 9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION N A D 8 3 ST ST STREAM DENOTES IMPACTS IN TS TS IMPACTS IN STREAM DENOTES TEMPORARY 14 S TS TS ST TS TS T HW HW S 1 6 4 + 0 0 F F F 10’0’10’ ENGLISH PERMIT SITE #4 AND PROPOSED 1 @ 103" X 71" CSAP EXISTING 2 @ 36" RCP PROFILE VIEW OF PROFILE VIEW NCDOT CUMBERLAND COUNTY DIVISION OF HIGHWAYS PROJECT: 50079.1.1 (W-5512) FROM US 301 TO NC 87 SR 2220 (TOM STARLING ROAD) 80 90 100 70 0 10 20 30 40 50 60 70102030405060 80 90 100 70 EL = 87.80 TOP OF PROPOSED PIPE 9 1 . 6 0 9 1 . 7 2 9 1 . 4 8 EL = 90.61 BOTTOM OF SUBGRADE EXISTING STREAMBED EL = 90.73 BOTTOM OF SUBGRADE CROSS SECTION PROPOSED 103" X 71" CSAP C/L PROPOSED ROADWAY STA. 164+14 -L- 3: 13:110’ AT 0.5’ ABOVE WS ELEV. PIPE OUTLET CHANNEL RIP RAP CLASS I AT PROP. INV=81.82 EXISTING INV=83.00 EXISTING INV=83.36 PROPOSED 1 @ 103" X 71" CSAP EXISTING INV=83.24 EXISTING INV=83.50 BURIED 1’ AT INLET PROP. INV=82.00 STREAMBED EXISTING 10’0’10’ ENGLISH PERMIT SITE #4 AND PROPOSED 1 @ 103" X 71" CSAP EXISTING 2 @ 36" RCP PROFILE VIEW OF PROFILE VIEW NCDOT CUMBERLAND COUNTY DIVISION OF HIGHWAYS PROJECT: 50079.1.1 (W-5512) FROM US 301 TO NC 87 SR 2220 (TOM STARLING ROAD) 80 90 100 70 0 10 20 30 40 50 60 70102030405060 80 90 100 70 EL = 87.80 TOP OF PROPOSED PIPE 9 1 . 6 0 9 1 . 7 2 9 1 . 4 8 EL = 90.61 BOTTOM OF SUBGRADE EXISTING STREAMBED EL = 90.73 BOTTOM OF SUBGRADE CROSS SECTION PROPOSED 103" X 71" CSAP C/L PROPOSED ROADWAY STA. 164+14 -L- 3: 13:110’ AT 0.5’ ABOVE WS ELEV. PIPE OUTLET CHANNEL RIP RAP CLASS I AT PROP. INV=81.82 EXISTING INV=83.00 EXISTING INV=83.36 PROPOSED 1 @ 103" X 71" CSAP EXISTING INV=83.24 EXISTING INV=83.50 BURIED 1’ AT INLET PROP. INV=82.00 STREAMBED EXISTING DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 5 / 2 8 / 9 9 SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER 21W-5512 $ $ $ $ $ $ S Y S T IM E $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ D G N $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ U S E R N A M E $ $ $ $ 80 90 100 110 120 130 140 150 80 90 100 110 120 130 80 90 100 110 120 130 140 150 80 90 100 110 120 130 140 150 SEE SHEETS 13-14 FOR -L- PLAN NOTE: 150 151 152 153 154 155 156 157 158 159 160 161 162 163 163 164 165 166 167 168 169 170 171 172 173 174 175 176 60 70 60 70 70 60 60 70 LEFT DITCH RIGHT DITCH EXISTING 2@36" RCP PROPOSED 103"X71" CSAP PIPE HYDRAULIC DATA DRAINAGE STRUCTURE NO. 1407, 1408, 1409, 1410 91.2 FT=OVERTOPPING ELEVATION 335 CFS=OVERTOPPING DISCHARGE 50 YRS=OVERTOPPING FREQUENCY 91.06 FT= 100 YEAR HW ELEVATION 390 CFS=100 YEAR DISCHARGE 88.78 FT=DESIGN HW ELEVATION 280 CFS=DESIGN DISCHARGE 25 YRS=DESIGN FREQUENCY 531 AC=DRAINAGE AREA -L- PROPOSED GRADE EXISTING GROUND DS = 80 MPH DS = 70 MPH 9 1 .9 3 PI = 153+50.00 EL = 96.15’ (+)0.4504%(-)0.3000% VC = 500’ K = 666 PI = 160+00.00 EL = 94.20’ (-)0.3000%(-)0.7657% VC = 140’ K = 301 EXISTING GROUND PROPOSED GRADE DS = 60 MPH 9 1 .9 3 EXISTING GROUND PI = 163+50.00 EL = 91.52’ (-)0.7657%(+)0.3000% VC = 160’ K = 150 9 1 .9 7 -L- PROPOSED GRADE EXISTING GROUND DS = 80 MPH DS = 70 MPH 9 1 .9 3 PI = 153+50.00 EL = 96.15’ (+)0.4504%(-)0.3000% VC = 500’ K = 666 PI = 160+00.00 EL = 94.20’ (-)0.3000%(-)0.7657% VC = 140’ K = 301 E L 9 0 .6 2 S T A 16 1 + 0 0 - L - L T , B E G I N S P . C U T D IT C H E L 9 0 .0 5 S T A . 16 2 + 0 0 - L - L T , E N D S P . C U T D IT C H E l = 9 1 .0 0 P I = 15 0 + 0 0 .0 0 0 E l = 9 1 .12 (+) 0.2400%(+) 0.3000% P I = 15 2 + 0 0 .0 0 0 E l = 9 1 .7 2 P I = 15 2 + 5 0 .0 0 0 E l = 9 1 .8 9 (+) 0.3400%(+) 0.6800% E L 9 2 .2 3 S T A 15 3 + 0 0 - L - R T , E N D S P . C U T D I T C H P I = 16 1 + 5 0 .0 0 0 E l = 9 0 .2 0 (-) 0.8400%(-) 0.3000% EXISTING GROUND PROPOSED GRADE DS = 60 MPH 9 1 .9 3 EXISTING GROUND PI = 163+50.00 EL = 91.52’ (-)0.7657%(+)0.3000% VC = 160’ K = 150 9 1 .9 7 PERMIT SITE #5 RE VIS IO N S HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. $ $ $ $ $ $ S Y S T IM E $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ D G N $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ U S E R N A M E $ $ $ $ 8 / 1 7 / 9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION ( Not to Scale) PIPE OUTLET CHANNEL DETAIL G STA. 136+13 -L- LT Ground Natural Ground Natural (Variable) CHANNEL BED Est.= 8 Tons of Class I Rip-Rap, 12 S.Y. GEOTEXTILE d= 2 Ft. Length= 10 Ft. EXISTING BANK EXISTING BANKMIN. 2:1 TO TIE MI N. 2: 1 TO TIE d 16W-5512 ENGLISH 0’60’60’ TS TS IMPACTS IN STREAM DENOTES TEMPORARY N A D 8 3 SEE SHEET 22 FOR -L- PROFILE NOTE: TS TS INV=81.97 INV=82.05 3 6 " RC P -I II HW REMOVE 2 10 2 15 EXISTING R/W EXISTING R/W 6 0 . 0 0 ’ GAS LINE MARKER TO NC 87 A.E.TOLAR JR COLD STREAM DEVELOPERS, LLC TOM STARLING RD SR 2220 23’ BST M A T C H LI N E - L- S T A 2 1 0 + 0 0 S E E S H E E T 1 6 EXISTING R/W EXISTING R/W 6 0 . 0 0 ’ GAS LINE MARKER TO NC 87 N 1 7 1 1’ 1 8 " W 3 7 8 . 9 5 ’ A.E.TOLAR JR DB 5966 PG 163 COLD STREAM DEVELOPERS, LLC DB 9457 PG 674 TOM STARLING RD SR 2220 23’ BST 18 " R C P INV=81.67’ INV=82.65’ F C F C F C F C F C F C F C PERMIT SITE #5 RE VIS IO N S HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. $ $ $ $ $ $ S Y S T IM E $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ D G N $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ U S E R N A M E $ $ $ $ 8 / 1 7 / 9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION ( Not to Scale) PIPE OUTLET CHANNEL DETAIL G STA. 136+13 -L- LT Ground Natural Ground Natural (Variable) CHANNEL BED Est.= 8 Tons of Class I Rip-Rap, 12 S.Y. GEOTEXTILE d= 2 Ft. Length= 10 Ft. EXISTING BANK EXISTING BANKMIN. 2:1 TO TIE MI N. 2: 1 TO TIE d 16W-5512 ENGLISH 0’60’60’ TS TS IMPACTS IN STREAM DENOTES TEMPORARY N A D 8 3 SEE SHEET 22 FOR -L- PROFILE NOTE: TS TS INV=81.97 INV=82.05 3 6 " RC P -I II HW REMOVE 2 10 2 15 EXISTING R/W EXISTING R/W 6 0 . 0 0 ’ GAS LINE MARKER TO NC 87 A.E.TOLAR JR COLD STREAM DEVELOPERS, LLC TOM STARLING RD SR 2220 23’ BST M A T C H LI N E - L- S T A 2 1 0 + 0 0 S E E S H E E T 1 6 83.083.083.0 83.0 83.0 83 .0 84.0 84.0 84.0 84.0 84.0 84.084.084.0 84.0 84.0 84.0 84.0 84.0 84.0 85.0 85.085.085.0 8 5 .0 85.0 85.085.085.085.0 85.0 85.0 85.0 85.0 85.0 85.0 85.0 85.085.085.0 85.0 85.0 85.0 85.0 85.0 85.0 85.0 85.0 85.085.0 85 .0 85.0 85.0 85.0 85.0 85.0 85.085.085.085.08 5 .0 85.0 85.0 86.0 86.0 86.086.086.086.086.086.086.086.086.086.086.086.086.086.086.0 86.0 86.0 86.0 86.0 86. 0 86.0 86.086.086.086.086.086.086.0 86.0 86.0 86.0 86.0 86.0 86.0 86.0 86.0 86.0 86.0 86.0 86.0 86.0 86.0 86.0 87.0 87.0 87.087.087.087.087.087.087.087.087.087.087.087.087.087.087.0 8 7. 0 8 7.0 87.087.087.087.087.0 87.0 87.0 87.0 87.0 87.0 87.0 87.0 87.0 87.0 87.0 87.0 87.0 87.0 87.0 88.0 88.0 88.0 88.0 88.0 88.0 88 .0 88.0 88.0 88.0 88.088.088.0 88.0 88.088.0 88.0 88.0 EXISTING R/W EXISTING R/W 6 0 . 0 0 ’ GAS LINE MARKER TO NC 87 N 1 7 1 1’ 1 8 " W 3 7 8 . 9 5 ’ A.E.TOLAR JR DB 5966 PG 163 COLD STREAM DEVELOPERS, LLC DB 9457 PG 674 TOM STARLING RD SR 2220 23’ BST 18 " R C P INV=81.67’ INV=82.65’ F C F C F C F C F C F C F C TS TS 3 6 " RC P -I I I HW REMOVE 18 " R C P RE VIS IO N S HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. W-5512 $ $ $ $ $ $ S Y S T IM E $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ D G N $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ U S E R N A M E $ $ $ $ 8 / 1 7 / 9 9 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION N.T.S. TS TS IMPACTS IN STREAM DENOTES TEMPORARY N A D 8 3 PERMIT SITE #5 ENLARGEMENT 16 2 15 + 0 0 2 14 + 0 0 10’0’10’ ENGLISH PERMIT SITE #5 AND PROPOSED 1 @ 36" RCP-III EXISTING 1 @ 18" RCP PROFILE VIEW OF PROFILE VIEW NCDOT CUMBERLAND COUNTY DIVISION OF HIGHWAYS PROJECT: 50079.1.1 (W-5512) FROM US 301 TO NC 87 SR 2220 (TOM STARLING ROAD) 80 90 100 70 0 10 20 30 40 50 60 70102030405060 80 90 100 70 C/L PROPOSED ROADWAY STA. 214+22 -L- 8 7 . 9 5 8 7 . 6 8 8 7 . 3 4 EL = 86.47 BOTTOM OF SUBGRADE STREAMBED EXISTING EL = 85.68 TOP OF PROPOSED PIPE EL = 86.81 BOTTOM OF SUBGRADE EXISTING STREAMBED AT 0.5’ ABOVE WS ELEV. PIPE OUTLET CHANNEL RIP RAP CLASS I AT PROP. INV=81.97 10’ EXISTING INV=81.67 EXISTING INV=82.65 PROPOSED 1 @ 36" RCP-III CROSS SECTION PROPOSED 36" RCP-III BURIED 0.6’ AT INLET PROP. INV=82.05 10’0’10’ ENGLISH PERMIT SITE #5 AND PROPOSED 1 @ 36" RCP-III EXISTING 1 @ 18" RCP PROFILE VIEW OF PROFILE VIEW NCDOT CUMBERLAND COUNTY DIVISION OF HIGHWAYS PROJECT: 50079.1.1 (W-5512) FROM US 301 TO NC 87 SR 2220 (TOM STARLING ROAD) 80 90 100 70 0 10 20 30 40 50 60 70102030405060 80 90 100 70 C/L PROPOSED ROADWAY STA. 214+22 -L- 8 7 . 9 5 8 7 . 6 8 8 7 . 3 4 EL = 86.47 BOTTOM OF SUBGRADE STREAMBED EXISTING EL = 85.68 TOP OF PROPOSED PIPE EL = 86.81 BOTTOM OF SUBGRADE EXISTING STREAMBED AT 0.5’ ABOVE WS ELEV. PIPE OUTLET CHANNEL RIP RAP CLASS I AT PROP. INV=81.97 10’ EXISTING INV=81.67 EXISTING INV=82.65 PROPOSED 1 @ 36" RCP-III CROSS SECTION PROPOSED 36" RCP-III BURIED 0.6’ AT INLET PROP. INV=82.05 5 / 2 8 / 9 9 SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER 22W-5512 $ $ $ $ $ $ S Y S T IM E $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ D G N $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ U S E R N A M E $ $ $ $ 80 90 100 110 120 130 140 150 80 90 100 110 120 130 80 90 100 110 120 130 140 150 80 90 100 110 120 130 140 150 SEE SHEETS 15-16 FOR -L- PLAN NOTE: 197 198 199 200 201 202 203 204 205 206 207 208 209 210 210 211 212 213 60 70LEFT DITCH 60 70 60 70 60 70 EXISTING 18" RCP PROPOSED 36" RCP-III PIPE HYDRAULIC DATA DRAINAGE STRUCTURE NO. 1601, 1602 86.74 FT=OVERTOPPING ELEVATION 38 CFS+=OVERTOPPING DISCHARGE 100 YRS+=OVERTOPPING FREQUENCY 85.81 FT= 100 YEAR HW ELEVATION 30 CFS=100 YEAR DISCHARGE 84.97 FT=DESIGN HW ELEVATION 20 CFS=DESIGN DISCHARGE 25 YRS=DESIGN FREQUENCY 11.6 AC=DRAINAGE AREA PROPOSED GRADE EXISTING GROUND PI = 197+45.00 EL = 90.50’PI = 199+40.00 EL = 89.40’ VC = 390’ K = 451 PI = 204+55.00 EL = 90.94’ VC = 600’ K = 939 DS = 80 MPH DS = 80 MPH 8 9 .10 -L- (-)0.5641%(+)0.3000%(-)0.3392% PROPOSED GRADE EXISTING GROUND BEGIN PAVING EL. = 88.10 STA. 213+00.00 -L- END GRADE W-5512 PI = 210+55.00 EL = 88.91’ VC = 230’ K = 29789 DS = 80 MPH 8 9 .10 (-)0.3392% (-)0.3306% PROPOSED GRADE EXISTING GROUND PI = 197+45.00 EL = 90.50’PI = 199+40.00 EL = 89.40’ VC = 390’ K = 451 PI = 204+55.00 EL = 90.94’ VC = 600’ K = 939 DS = 80 MPH DS = 80 MPH 8 9 .10 -L- (-)0.5641%(+)0.3000%(-)0.3392% E L 8 7 .2 2 S T A 2 0 3 + 5 0 - L - L T , B E G IN S P . C U T D I T C H E L 8 7 .0 6 S T A 2 0 8 + 5 0 - L - L T , E N D S P . C U T D IT C H P I = 2 0 4 + 5 0 .0 0 0 E l = 8 7 .5 2 (+) 0.3000% (+) 1.1800% P I = 2 0 5 + 0 0 .0 0 0 E l = 8 8 .11 (-) 0.3000% P I = 2 0 1+ 5 0 .0 0 0 E l = 8 5 .0 1 (-) 0.1000%(-) 0.3000% P I = 2 0 3 + 5 0 .0 0 0 E l = 8 4 .4 1 (+) 0.5600% P I = 2 0 4 + 0 0 .0 0 0 E l = 8 4 .6 9 P I = 2 0 4 + 5 0 .0 0 0 E l = 8 4 .8 4 (+) 0.3000%(+) 0.6000% P I = 2 0 5 + 0 0 .0 0 0 E l = 8 5 .14 (+) 0.3000% E L 8 5 .0 6 S T A 2 0 1+ 5 0 - L - R T , B E G IN S P . C U T D I T C H E L 8 5 .2 9 S T A 2 0 5 + 5 0 - L - R T , E N D S P . C U T D IT C H P I = 2 0 8 + 5 0 .0 0 0 E l = 8 4 .9 7 (-) 0.7800% E L 8 5 .7 5 S T A 2 0 7 + 5 0 - L - R T , B E G IN S P . C U T D I T C H PROPOSED GRADE EXISTING GROUND BEGIN PAVING EL. = 88.10 STA. 213+00.00 -L- END GRADE W-5512 PI = 210+55.00 EL = 88.91’ VC = 230’ K = 29789 DS = 80 MPH 8 9 .10 (-)0.3392% (-)0.3306% (-) 0.3000% E L 8 3 .6 2 S T A 2 13 + 0 0 - L - R T , E N D S P . C U T D IT C H