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HomeMy WebLinkAbout20130648 Ver 1_Application_201306260 ��F WATF9p 4� _...,� '_ r. ='� r O c JV ry 2 0 1 3 0 6 4 8 Office Use Only: Corps action ID no. DWQ project no. Form Version 1.3 Dec 10 2008 v Page 1 of 11 PCN Form — Version 1.3 December 10, 2008 Version 77/)y Pre- Constlructioai , ,V4ication (PCN) Form A. Applicant Information 1. Processing 1 a. Type(s) of approval sought from the Corps: ®Section 404 Permit El Section 10 Permit 1 b. Specify Nationwide Permit (NWP) number: 14 or General Permit (GP) number: 1 c. Has the NWP or GP number been verified by the Corps? ❑ Yes ❑ No 1 d. Type(s) of approval sought from the DWQ (check all that apply): ® 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit ❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization 1 e. Is this notification solely for the record because written approval is not required? For the record only for DWQ 401 Certification: ❑ Yes ❑ No For the record only for Corps Permit: ❑ Yes ® No 1f. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts? If so, attach the acceptance letter from mitigation bank or in -lieu fee program. ❑ Yes ❑ No 1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h below. ❑ Yes ® No 1h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ❑ Yes ® No 2. Project Information 2a. Name of project: SR 1465 CEDAR LANE 2b. County: RICHMOND 2c. Nearest municipality / town: DERBY 2d. Subdivision name: 2e. NCDOT only, T.I.P. or state project no: WBS 8C.077055 3. Owner Information 3a. Name(s) on Recorded Deed: NCDOT 3b. Deed Book and Page No. 3c. Responsible Party (for LLC if applicable): 3d. Street address: 3e. City, state, zip: 3f. Telephone no.: 3g. Fax no.: 3h. Email address: Page 1 of 11 PCN Form — Version 1.3 December 10, 2008 Version r, r °-, 4. Applicant Information (if different from owner) 4a. Applicant is: ❑ Agent ® Other, specify: Division Engineer 4b. Name: Richard Hancock, PE, 4c. Business name (if applicable): NCDOT Highway Division 8 4d. Street address: PO Box 1067 4e. City, state, zip: Aberdeen, NC 28315 4f. Telephone no.: 910- 944 -2344 4g. Fax no.: 910- 944 -5623 4h. Email address: I rwhancock @ncdot.gov 5. Agent/Consultant Information (if applicable) 5a. Name: Kevin Hedrick, PE 5b. Business name (if applicable): NCDOT District Engineers Office 5c. Street address: 219 Clemmer Road 5d. City, state, zip: Rockingham, NC 28379 5e. Telephone no.: 910- 582 -7079 5f. Fax no.: (910)582 -7065 5g. Email address: krhedrick @ncdot.gov Page 2 of 11 B. Project Information and Prior Project History 1. Property Identification 1a. Property identification no. (tax PIN or parcel ID): 1 b. Site coordinates (in decimal degrees): Latitude: 35.1506 Longitude: - 79.6108 (DD.DDDDDD) (- DD.DDDDDD) 1 c. Property size: acres 2. Surface Waters 2a. Name of nearest body of water (stream, river, etc.) to Drowning Creek proposed project: 2b. Water Quality Classification of nearest receiving water: WS -II; Sw, HQW 2c. River basin: map is available at Lumber http://h2o.enr.state.nc.us/admin/maps/ 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: Rural forested, agricultural 3b. List the total estimated acreage of all existing wetlands on the property: None, within the project limit 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 300ft (5- 60ft stream crossings) 3d. Explain the purpose of the proposed project: Grade, base, and pave an existing secondary road. 3e. Describe the overall project in detail, including the type of equipment to be used: Grade, base, and pave an existing secondary road, and upgrade existing crossing pipes to meet current standards. Dozers, track machines (loaders), graders, dump trucks. Page 3 of 11 PCN Form — Version 1.3 December 10, 2008 Version 4. Jurisdictional Determinations 4a. Have jurisdictional wetland or stream determinations by the Corps or State been requested or obtained for this property / project (including all prior phases) in the past? Comments: ❑ Yes ® No ❑ Unknown 4b. If the Corps made the jurisdictional determination, what type of determination was made? ❑ Preliminary ❑ Final 4c. -If yes, who delineated the jurisdictional areas? Name (if known): Agency /Consultant Company: Other: 4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. 5. Project History 5a. Have permits or certifications been requested or obtained for this project (including all prior phases) in the past? ❑ Yes ® No ❑ Unknown 5b. If yes, explain in detail according to "help file" instructions. 6. Future Project Plans 6a. Is this a phased project? ❑ Yes ® No 6b. If yes, explain. Page 4 of 11 C. Proposed Impacts Inventory 1. Impacts Summary 1 a. 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) Temporary W1 ❑ P ❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ W2 ❑ P ❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ W3 ❑ P ❑ T ❑ Yes ❑ Corps U ❑ No ❑ DWQ W4 ❑ P ❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ W5 ❑ P ❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ W6 ❑ P ❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ 2g. Total wetland impacts 2h. Comments: NA 3. Stream Impacts If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this question for all stream sites impacted. 3a. 3b. 3c. 3d. 3e. 3f. 3g. Stream impact Type of impact Stream name Perennial Type of jurisdiction Average Impact number - (PER) or (Corps - 404, 10 stream length Permanent (P) or intermittent DWQ — non -404, width (linear feet) Temporary (T) (INT)? other) (feet) S1 ®P ®T Perm /temp UT of Drowning ® PER ® Corps 24ft /20ft Creek ❑ INT ® DWQ S2 ®P ®T Perm /temp ® PER ❑ INT ® Corps ® DWQ 29ft /20ft S3 ®P ®T Perm /temp ® PER ❑ INT ® Corps ® DWQ 36ft /40ft S4 ®P ®T Perm /temp ® PER ❑ INT ® Corps ® DWQ 24ft /30ft S5 ®P ®T Perm /temp ® PER ❑ INT ® Corps ❑ DWQ 24ft 20ft S6 ❑ P ❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ 130ft of temporary impacts for dewatering. 3h. Total Perm stream and tributary impacts Perm =137ft 3i. Comments: *Total of temporary impact =130ft +perm impacts 137ft = 267ft total Page 5 of 11 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 Temporary T 01 ❑P ❑T NA 02 ❑P ❑T 03 ❑P ❑T 04 ❑P ❑T 0. Total open water impacts 4g. Comments: NA 5. Pond or Lake Construction If pond or lake construction proposed, 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 I Filled Excavated Flooded I Filled I Excavated Flooded A 5f. 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: 6. Buffer Impacts (for DWQ) If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts below. If any impacts require mitigation, then you MUST fill out Section D of this form. 6a. ❑ Neuse ❑ Tar - Pamlico ❑ Other: Project is in which protected basin? ❑ Catawba ❑ Randleman 6b. 6c. 6d. 6e. 6f. 6g. Buffer impact number — Reason Buffer Zone 1 impact Zone 2 impact Permanent (P) or for Stream name mitigation (square feet ) (square feet) Temporary T impact required? B1 ❑P ❑T El Yes ❑ No B2 ❑P ❑T El Yes ❑ No B3 ❑ P ❑ T ❑ Yes ❑ No 6h. Total buffer impacts 6i. Comments: Page 6 of 11 D. Impact Justification and Mitigation 1. Avoidance and Minimization 1 a. - Specifically describe measures taken to avoid or minimize the proposed impacts in designing project. b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. Existing road alignment will be shifted from approx. Sta 3 +67.10 to Sta 29 +04.65, to avoid wetland impacts. 2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State 2a. Does the project require Compensatory Mitigation for impacts to Waters of the U.S. or Waters of the State? ❑ Yes ® No 2b. If yes, mitigation is required by (check all that apply): ❑ DWQ ❑ Corps 2c. If yes, which mitigation option will be used for this project? ❑ Mitigation bank El Payment to in -lieu fee program ❑ Permittee Responsible Mitigation 3. Complete if Using a Mitigation Bank 3a. Name of Mitigation Bank: 3b. Credits Purchased (attach receipt and letter) Type Quantity 3c. Comments: 4. Complete if Making a Payment to In -lieu Fee Program 4a. Approval letter from in -lieu fee program is attached. ❑ Yes 4b. Stream mitigation requested: linear feet 4c. If using stream mitigation, stream temperature: ❑ warm ❑ cool ❑cold 4d. Buffer mitigation requested (DWQ only): square feet 4e. Riparian wetland mitigation requested: acres 4f. Non - riparian wetland mitigation requested: acres 4g. Coastal (tidal) wetland mitigation requested: acres 4h. Comments: Page 7of11 PCN Form - Version 1.3 December 10, 2008 Version 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 buffer mitigation? If yes, you will have to fill out this entire form — please contact the State for more information. E] Yes ® No 6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the amount of mitigation required. Zone 6c. Reason for impact 6d. Total impact (square feet) Multiplier 6e. Required mitigation (square feet) Zone 1 3 (2 for Catawba) Zone 2 1.5 6f. Total buffer mitigation required: 6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank, permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund). 6h. Comments: Page 8 of 11 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 Management 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: The project is within a HQW zone 2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan: Complete Stormwater Management plans are included in the application package ❑ 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 government's jurisdiction is this project? ❑ Phase II 3b. Which of the following locally - implemented stormwater management programs ❑ NSW ❑ USMP apply (check all that apply): ❑ 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 ® Yes ❑ No attached? 5. DWQ 401 Unit Stormwater Review 5a. Does the Stormwater Management Plan meet the appropriate requirements? ❑ Yes ❑ No 5b. Have all of the 401 Unit submittal requirements been met? ❑ Yes ❑ No Page 9of11 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 El Yes No additional development, which could impact nearby downstream water quality? 3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the most recent DWQ policy. If you answered "no," provide a short narrative description. 4. Sewage Disposal (DWQ Requirement) 4a. Clearly detail the ultimate treatment methods and disposition (non- discharge or discharge) of wastewater generated from the proposed project, or available capacity of the subject facility. NA Page 10 of 11 PCN Form — Version 1.3 December 10, 2008 Version S. Endangered Species and Designated Critical Habitat (Corps Requirement) 5a. Will this project occur in or near an area with federally protected species or ❑ Yes No habitat? 5b. Have you checked with the USFWS concerning Endangered Species Act ❑ Yes ® No impacts? ❑ 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? On -site survey and NCDOT SDV maps 6. Essential Fish Habitat (Corps Requirement) 6a. Will 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? 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 survey /screening of SHPO data (HEU) 8. Flood Zone Designation (Corps Requirement) 8a. Will this project occur in a FEMA- designated 100 -year floodplain? El ®No 8b. If yes, explain how project meets FEMA requirements: 8c. What source(s) did you use to make the floodplain determination? i <.�•'l rc� � "v . ► lG�'6 C.t K..�C. � � Qf• �l�'v�ZC'1( ✓ Applicant/Agent's Printed Name Date Applicant/Agent's Signature (Agent's signature is valid only if an authorization letter from the applicant is provided.) Page 11 of 11 1465 i�. 1464 eta c' 1465 J I Derby Baptist O 6 �a 1003 0 6 �� Jones Spring Cemetery 1466 Sycamore Ln SITE I r ft-R r� 0.-r• Rebored 4 Re D1IISION OF HIGHWAYS ROCKINGHAM DISTRICT OFFICE GENERAL DRAWING 30" REINFORCED CONCRETE PIPE REPLACEMENT PLANS DATE. 5-20 -2013 RIGHT OF WAY PLANS DATE: DI TK. R. EDRICK SITE NO. I SURVEYED BY: RICHMOND COUNTY - SR 1465 ROCKINGHAM DISTRICT OFFICE C0,1NSTRUCTIO:U PLANS DATE: FE POTSta 21 +50 DRAL4AGE DESIGN DRAWN BY: C.G. BROWN MS ELEMENT x 0. 8C.077055 t OF 3 � Q NN •o N PROPOSED 64'OF 30'RCP 1p PROPOSED R/W -- -------------- SAMUNN—. ------- --------------- ------------------- ------------- \ T PROPOSED R/W — PROPOSED PLAN 4 Q ON N . o� PROPOSED R/W 8-RCP ---------------- SA -------------- - - - - -- ---------------- -- - - - - -- ------------ PROPOSED R/W — EXISTING PLAN I"= 60' Rgao�d BI Ile DIVISION OF HIGHWAYS ROCK INGHAM DISTRICT OFFICE GENERAL DRAWING 30" REINFORCED CONCRETE PIPE REPLACEMENT SITE NO.1 K R. HEDRICK PE DISTRICT ENGINUM PLANS DATE. 5- 20-2013 RIGHT OF WAY PLANS DATE. SURVEYED BY. RICHMOND COUNTY - SR 1465 ROCKINGHAM DISTRICT OFFICE DRA{YN BY. CONSTRUCTION PLANS DATE. PL POTSta. 21 +50 DRAINAGE DESIGN C.G. BROWN Q v N O� CSTEEL TSHEET RPILNGR PROPOSED 64' OF 30' RCP wi F%6 PROPOSED RIW MOW PROPOSED mmck;."",10 CONCRETE BARRIER OR� STEEL SHEET PILING PLAN NOTES: 1.) INSTALL TEMPORARY BERMS, DIVERT STREAM FLOW BY PUMPING WATER AROUND WORK AREA. 2.) PUMP CONTAINED AREA TO SILT BAG AND REMOVE EXISTING PIPE. 3.) INSTALL PIPE AND BACKFILL. 4.) REMOVE TEMPORARY DIVERSION DEVICES Prepped 4 me D117SION OF HIGHWAYS ROCKBVGHAM DISTRICT OFFICE PLANS DATE: RIGHT OF WAY PLANS DATE: K. R. HEDRICK Pi 5- 20-2013 DISTRICT ENGINEER SURVEYED BY: ROCKINGHAM DISTRICT OFFICE CONSTRUCTION PLANS DATE: DRAINAGE DESIGN PE DRAWN BY: C.G. BROWN NOT TO SCALE GENERAL DRAWING 30" REINFORCED CONCRETE PIPE REPLACEMENT SITE NO. I RICHMOND COUNTY - SR 1465 POTSta. 21 +50 CROSS SECTION v Q 1 NN o� - DRIP RAP i\ STREAM IMPACTS PIPE LENGTH =64' LENGTH OF EXISTING PIPE =40' NET IMPACT 64'- 40' =24' PROPOSED R/W — PROPOSED R/W —RIP RAP DMSION OF HIGHWAYS ROCKINGHAM DISTRICT OFFICE �e PLANS DATE: RIGHT OF WAY PLANS DATE: KKR S Vx2013 SURVEYED BY: ROCKINGHAM DISTRICT OFFICE CONSTRUCTION PLANS DATE: PE DRAWN BY: DRAINAGE DESIGN CG, BROWN NOT TO SCALE GENERAL DRA WING 30" REINFORCED CONCRETE PIPE REPLACEMENT SITE NO. I RICHMOND COUNTY - SR 1465 POTSta. 21+50 1465 r i t 1464 eta i 1465 i It grin De6�7 Derby Baptist 1466 Sycamore Ln O SITE 2 1003 o a �a Jones Spring Cemetery 19% MUM PKIRCAT169i j I DIVISION OF HIGHWAYS ROCKINGHAM DISTRICT OFFICE GENERAL DRAWING 30" REINFORCED CONCRETE PIPE REPLACEMENT PLANS 3�� RIGHT OF WAY PLANS DATE: K. R. HEDRICK SITE NO, Z SURVEYED BY. DISTRICT RICHMOND COUNTY - SR 1465 ROCKINGHAM DISTRICT OFFICE CONSTRUCTION PLANS DATE: POTSta, 24 t 95 DRAN.N BY. DRAINAGE DESIGN C.G. BROWN PROPOSED PLAN EXISTING PLAN 1 "= 60' A'�trad � ►fe DIVISION OF HIGHIYAYS ROCKINGHAM DISTRICT OFFICE GENERAL DRAWING 30" REINFORCED CONCRETE PIPE REPLACEMENT SITE NO.2 K C HEDRICK PLANS DATE: 5-20 -2013 RIGHT OF WAY PLANS DATE: SURVEYED BY RICHMOND COUNTY — SR 1465 ROCKINGHAM DISTRICT OFFICE CONSTRUCTION PLANS DATE: PF POTSta.24 +95 DRAINAGE DESIGN DRAWN BY C.G. BROWN CONCRETE BARRIER OR N 125 STEEL SHEET PILING --------------- - - - - -� — — — 4 0 N 0 V D 56' OF 30' RCP T CONCRETE BAF STEEL SHEET PLAN NOTES: 1.) INSTALL TEMPORARY BERMS, DIVERT STREAM FLOW BY PUMPING WATER AROUND WORK AREA. 2.) PUMP CONTAINED AREA TO SILT BAG AND REMOVE EXISTING PIPE. 3.) INSTALL PIPE AND BACKFILL. 4.) REMOVE TEMPORARY DIVERSION DEVICES Ptewed 4Ile DIVISION OF HIGHWAYS ROCKINGHAM DISTRICT OFFICE PLANS DATE: RIGHT OF WAY PLANS DATE. 5- 20-2013 SURVEYED BY..- ROCKINGHAM DISTRICT OFFICE CONSTRUCTION PLANS DATE; DRAWN BY. C.G. BROWN NOT TO SCALE GENERAL DRAWING 30" REINFORCED CONCRETE PIPE REPLACEMENT K. R. HEDRICK SITE NO.2 DISTRICT RICHMOND COUNTY - SR 1465 DRAINAGE DESIGN rE POTSta.24 +95 CROSS SECTION STREAM IMPACTS PIPE LENGTH--56' LENGTH OF EXISTING PIPE =29' NET IMPACT 56'- 29' =2T' GLGV11LLVLN NOT TO SCALE Pwed 4Ih DIHSION OF HIGHWAYS ROCKINGHAM DISTRICT OFFICE GENERAL DRAWING 30" REINFORCED CONCRETE PIPE REPLACEMENT SITE N0.2 I. ICK aF PLANS DATE: 5-20 -2013 RIGHT OF WAY PLANS DATE; DISUT G�N�N�( SURVEYED BY: RICHMOND COUNTY - SR 1465 ROCKINGHAM DISTRICT OFFICE CONSTRUCTION PLANS DATE: r.E. POTSta, 24 +95 DRAIA'AGE DESIGN DRAWN BY: C G BROWN 1465 ; ,00e� 1464 1465 r� De •/ Derby Baptist 1000� 1466 � O �6 1003 0 6 r� Jones Spring Cemetery "4"w N lk DIVISION OF HIGHWAYS ROCRINGIRU DISTRICT OFFICE PLANS DATE: 5- 20-2013 SURVEYED BY: ROCKINGHAM DISTRICT OFFICE DRAWN BY.: C.G. BROWN RIGHT OF WAY PLANS DATE: CONSTRUCTION PIANS DATE: Sycamore Ln SITE 3 GENERAL DRAWING 42" REINFORCED CONCRETE PIPE REPLACEMENT K. R. HEDRICK SITE NO.3 DI TRICT RICHMOND COUNTY - SR 1465 DRAINAGE DESIGN r� POTSta. 31 +00 PROPOSED 96' OF 40 RCP I - PROPOSED PLAN EXISTING PLAN 1 " =60' 1 pf4vd ft/ tie DIVISION OF HIGHWAYS ROCKING1AM DISTRICT OFFICE GENERAL DRAWING 42" REINFORCED CONCRETE PIPE REPLACEMENT SITE N0.3 19% MOAN) WrIP017M DISTRICT K. R, HEDRICK PLANS DATE: 5-20 -2013 RIGHT OF WAY PLANS DATE: SURVEYED BY: RICHMOND COUNTY - SR 1465 ROCKINGHAM DISTRICT OFFICE CONSTRUCTION PLANS DATE: rf POTSta. 31 +00 DRAINAGE DESIGN 11 DRAWN BY: C.G. BROWN 1 IS ELEMENT SHEET NO. 8C.077055 1 2 OF 3 RICHMOND COUNTY - SR 1465 CONCRETE BARRIER OR POTSta.31 +00 N STEEL SHEET PILING pRylyh� By; C.G. BROWN O' PROPOSED 96' OF 42' RCP 30 - 'BAG CONCRETE BARRIER OR PLAN STEEL SHEET PILING NOTES: 1.) INSTALL TEMPORARY BERMS, DIVERT STREAM FLOW BY PUMPING WATER AROUND WORK AREA. 2.) PUMP CONTAINED AREA TO SILT BAG AND REMOVE EXISTING PIPE. 3.) INSTALL PIPE AND BACKFILL. 4.) REMOVE TEMPORARY DIVERSION DEVICES NOT TO SCALE DIVISION OF HIGHWAYS ROCKRI'GNAM DISTRICT OFFICE GENERAL DRAWING 42" REINFORCED CONCRETE PIPE REPLACEMENT SITE N0.3 K. R. HEDRICK DISTRICT � PLANS DATE.- 5-20 -2013 RIGHT OF NAY PLANS DATE: SURVEYED BY: A RICHMOND COUNTY - SR 1465 ROCKINGfiAM DISTRICT OFFICE CONSTRUCTION PLANS DATE: POTSta.31 +00 DRAIMGE DE pRylyh� By; C.G. BROWN i MS L H 8C.077M5 1 3 OF 3 I SR 1465 j - Z STREAM BED 42" RCP O.T ELEVATION CROSS SECTION STREAM IMPACTS PIPE LENGTH =96' LENGTH OF EXISTING PIPE =60' NET IMPACT 96'- 60' =36' tV M / ' PROPOSED %' OF 40 RCP RIP RAP 30 RIP RAP NOT TO SCALE R'4or81 Br it DMSION OF HIGHWAYS ROCKINGHA,Tt DISTRICT OFFICE GENERAL DRAWING PLANS DATE: 42" REINFORCED CONCRETE PIPE REPLACEMENT 5-20 -2013 RIGHT OF WAY PLANS DATE: K. R. HEDRICK SITE N0.3 SURVEYED BY: DISTRICT RICHMOND COUNTY - SR 1465 ROCKINGHAM DISTRICT OFFICE CONSTRUCTION PLANS DATE: rE POTSta.31t00 DRAINAGE DESIGN DRAWN BY: C.G. BROWN - a4wed 4ite DIVISION OF HIGHWAYS ROCKINGHAM DISTRICT OFFICE GENERAL DRAWING 73755" CORRUGATED ARCH PIPE REPLACEMENT SITE N0.4 K. R. HEDRICK PLANS DATE: RIGHT OF WAY PLANS DATE: S Va2o13 SURVEYED BY: 1 RICHMOND COUNTY - SR 1465 ROCKINGHAM DISTRICT OFFICE CONSTRUCTION PLANS DATE. POTSta. 69 +56 DRAINAGE DESIGN DRAWN BY: C G BROWN l9O�REMOVE B' OF 30' RCP-\ ' �S40 e ' PROPOSED 50'OF � 73'X55' ARCH PIPE l� l 1130° RCP II ) II o rREMOVE EXIST.CENTER 1.l BLACK HEADWALL A� PROPOSED PLAN OR os ."* hh 11"-30' RCP x II �O 11 % II �Uj CENTER BLOCK HEAD WALL EXISTING PLAN BI ne DIVISION OF HIGHWAYS ROCKINGNI DISTRICT OFFICE PLANS DATE: 5-20 -2013 SURVEYED BY: ROCKINGHAA DISTRICT OFFICE DRAWN BY: C.G. BROWN RIGHT OF WAY PLANS DATE: CONSTRUCTION PLANS DATE: ]"=60' GENERAL DRAWING 73755" CORRUGATED ARCH PIPE REPLACEMENT 1. R.IWO -, SITE N0.4 RICHMOND COUNTY - SR 1465 DRAINAGE DESIGN rE POTSta. 69 +56 CONCRETE BARRIER STEEL SHEET PILI ;O�REMOVE 8' OF 30' RCP �SFO .�p1 ` 19 PROPOSED 50'OF 7YX55' ARCH PIPE CONCRETE BAF STEEL SHEET o j hh //'--30- RCP X 11 )0 „�O' JREUOVE EXIST.CENTER �� ....�� �' BLOCK HEAD WALL n PLAN NOTES: 1.) INSTALL TEMPORARY BERMS, DIVERT STREAM FLOW BY PUMPING WATER AROUND WORK AREA. 2.) PUMP CONTAINED AREA TO SILT BAG AND REMOVE EXISTING PIPE & HEADWALL. 3.) INSTALL PIPE AND BACKFILL. 4.) REMOVE TEMPORARY DIVERSION DEVICES NOT TO SCALE DIVISION OF HIGHWAYS ROCKIMOM DISTRICT OFFICE GENERAL DRAWING 73755" CORRUGATED ARCH PIPE REPLACEMENT SITE NO.4 K. R. HEDRICK DISTRICT ENGINEER PLANS DATE: 54-2013 RIGHT OF WAY PLANS DATE: SURVEYED BY. RICHMOND COUNTY - SR 1465 ROCKINGHAM DISTRICT OFFICE CONSTRUCTION PLANS DATE: PE 11 POTSta. 69 +56 DRARW BY: DRAINAGE DESIGN C.G. BROWN JI S N 8C.0TT055 3 OF 3 SR 1465 • RICHMOND COUNTY - SR 1465 ROCKINGHAM DISTRICT OFFICE CONSTRUCTION PLANS DATE: re. POTSta.69f56 DRAINAGE DESIGN DRAWN BY; C.G. BROWN 73" X 55" CMAP I STREAM BED ELEVATION CROSS SECTION STREAM IMPACTS PIPE LENGTH =50' LENGTH OF EXISTING PIPE =34' REMOVAL OF EXISTING 30' RCP =B' NET IMPACT 50' +8'- 34' =24' X //"�30' RCP �O RIP RAP Fp_ _ _ RIP RAP _ NOT TO SCALE Proed 4 Ih DIVISION OF f1IGHIVAYS ROCK(NG1i9M DISTRICT OFFICE GENERAL DRAWING 73 155" CORRUGATED ARCH PIPE REPLACEMENT SITE N0.4 K. R, PLAN'S 20 -20 3�. RIGHT OF WAY PIAh'S DATE: SURVEYED BY. • RICHMOND COUNTY - SR 1465 ROCKINGHAM DISTRICT OFFICE CONSTRUCTION PLANS DATE: re. POTSta.69f56 DRAINAGE DESIGN DRAWN BY; C.G. BROWN Prim B/ lie DNISION OF HIGHWAYS ROCKINGHAM DISTRICT OFFICE GENERAL DRAWING 30" REINFORCED CONCRETE PIPE REPLACEMENT SITE NO, $ K. R. HEDRICK IL DISTRICT ENGINEER PLANS DATE: 5-20 -2013 RIGHT OF WAY PLANS DATE: SURVEYED BY: RICHMOND COUNTY - SR 1465 ROCKINGHAM DISTRICT OFFICE CONSTRUCTION PLANS DATE: rF POTSta. 76 +$0 DRAINAGE DESIGN DRAWN BY..- C.G. BROWN L SHEET 8CATE5 1 OF 3 05 BI': POTSta. 76 +50 DRAINAGE DESIGN C.G. BROWN N Lo ti 0 tn !30' PROPOSED 560F RCP T 75 PROPOSED ------------ PROPOSED PROPOSED R/W - ti Q PROPOSED PLAN N ti 0 N CL 75 1 PROPOSED ------ - ----------------- ----------------- - -------- ------------------- 24° RCP PROPOSED R/W -- EXISTING PLAN 1 "= 60' Prved a/ Its DIVISION OF HIGHWAYS ROCKINGHA,N DISTRICT OFFICE GENERAL DRAWING 30" REINFORCED CONCRETE PIPE REPLACEMENT SITE N0.5 K. R. HEDRICK DISTRICT ENGINEER PLANS DATE: RIGHT OF WAY PLANS DATE: 5- 2a2o{s SURVEYED BY: ROCKINGHAM DISTRICT OFFICE CONSTRUCTION PLANS DATE: PE RICHMOND COUNTY — SR 1465 DRAWN BI': POTSta. 76 +50 DRAINAGE DESIGN C.G. BROWN ti 0 N Ln ti 0 N CONCRETE BARRIER OR STEEL SHEET PILING ! - PROPOSED 56' OF 30' RCP 75 PROPOSED --R--I--W t t ------ — ---------- - - - - -- - -- P- - - - - -- ----------- --------------------- PROPOSED R/W -- T CONCRETE BARRIER STEEL SHEET PILI PLAN NOTES: 1.) INSTALL TEMPORARY BERMS, DIVERT STREAM FLOW BY PUMPING WATER AROUND WORK AREA. 2.) 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