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Home My WebLink About20110428 Ver 2_401 Application_20110611 June 17, 2011 The University of North Carolina at Chapel Hill Department of Environment, Health & Safety 1120 Estes Drive Ext., CB# 1650 Chapel Hill, North Carolina 27599-1650 Mr. Ian McMillan North Carolina Department of Environment and Natural Resources NC Division of Water Quality 401 /Wetlands Unit 1650 Mail Service Center Raleigh, NC 27699-1650 Reference: 401 Water Quality Certification Request Raleigh Street Storm Drain Pipe Repair The University of North Carolina at Chapel Hill Chapel Hill, North Carolina Dear Mr. McMillan, As discussed in our phone conversation on June 10, 2011, The University of North Carolina at Chapel Hill (UNC-CH) is resubmitting the Pre-Construction Notification (PCN) form for the above referenced project. The attached PCN form has been modified to reflect the fact that the United States Army Corps of Engineers issued a Nationwide Permit 18 to UNC-CH for the project on June 8, 2011. As requested, UNC-CH is submitting a check for $240 for the Minor Water Quality Application fee and five (5) copies of the modified PCN form. UNC-CH understands that the previous drawings and supplemental information submitted to you on May 5, 2011 do not need to be resubmitted with this modified PCN form. If you have any questions regarding this submittal, please contact me at (919) 962-9752. Sincerely, n' Ck Sharon A. Myers, L. G. Environmental Compliance officer enclosures cc: Dr. Daniel Elliott Ms. Mary Beth Koza Ms. Sheila Reeves Mr. Keith Snead O?WATF9O0 G 1 1 > ? Office Use Only: Corps action ID no. DWQ project no. Form Version 1.3 Dec 10 2008 Pre-Construction Notification PCN Form A. Applicant Information 1. Processing 1 a. Type(s) of approval sought from the Corps: ® Section 404 Permit ? Section 10 Permit 1b. Specify Nationwide Permit (NWP) number: 18 or General Permit (GP) number: 1 c. 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 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 1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ? Yes ® No 2. Project Information 2a. Name of project: Raleigh Street Storm Drain Pipe Repair 2b. County: Orange 2c. Nearest municipality / town: Town of Chapel Hill'' ` 2d. Subdivision name: NA 2e. NCDOT only, T.I.P. or state project no: iii ]Z E NA 3 L 3. R ° VY,0.Th' Q?JkL Owner Information 90arldy 3a. Name(s) on Recorded Deed: State of North Carolina 3b. Deed Book and Page No. NA 3c. Responsible Party (for LLC if applicable): NA 3d. Street address: 300 South Building, CB# 1000 3e. City, state, zip: Chapel Hill, NC 27599-1000 3f. Telephone no.: (919) 962-3795 3g. Fax no.: 3h. Email address: rlmann@unc.edu Page 1 of 11 PCN Form - Version 1.3 December 10, 2008 Version 4. Applicant Information (if different from owner) 4a. Applicant is: ? Agent ® Other, specify: UNC-CH Environmental Permitting Staff 4b. Name: Sharon Myers 4c. Business name (if applicable): The University of North Carolina at Chapel Hill, Dept. of Environment, Health and Safety 4d. Street address: 1120 Estes Dr. Extension, CB#1650 4e. City, state, zip: Chapel Hill, NC 27599-1650 4f. Telephone no.: (919) 962-9752 4g. Fax no.: (919) 962-0227 4h. Email address: samyers@ehs.unc.edu 5. Agent/Consultant Information (if applicable) 5a. Name: Sheila Reeves and Hal Bain 5b. Business name (if applicable): RK&K 5c. Street address: 900 Ridgefield Drive, Suite 350 5d. City, state, zip: Raleigh, NC 27609 5e. Telephone no.: 919-878-9560 5f. Fax no.: 919-790-8382 5g. Email address: sreeves@rkk.com and hbain@rkk.com Page 2 of 11 PCN Form - Version 1.3 December 10, 2008 Version B. Project Information and Prior Project History 1. Property Identification 1a. Property identification no. (tax PIN or parcel ID): 9788577703 and 9788545304 Latitude: 35.914214 Longitude: - 1 b. Site coordinates (in decimal degrees): 79.048614 (DD.DDDDDD) (-DD.DDDDDD) 1c. Property size: 6.49 and 36.76, respectively, in acres 2. Surface Waters 2a. Name of nearest body of water (stream, river, etc.) to proposed project: Unnamed Tributary to Battle Branch 2b. Water Quality Classification of nearest receiving water: WS-IV NSW 2c. River basin: Jordan Lake 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: The project is located in within a high traffic area (both pedestrian and vehicular) of the UNC-CH campus (see Figure 1). The project site begins at a storm pipe inlet located within the UNC-CH Coker Arboretum (see attached design drawings). The Arboretum is heavily planted and includes many large diameter specimen trees. The project includes crossing Raleigh St. and numerous utilities (including sanitary sewer, telecommunications duct bank, electric duct bank, cold water and hot water mains), and an Orange Water and Sewer Authority 12 inch water main. The project also includes work within a lawn area located immediately adjacent to a dormitory. The existing storm drain system does not effectively convey flow. Video of the storm pipe revealed significant disjointed and damaged pipe segments under Raleigh St. This drainage issue has caused significant flooding and sedimentation on Raleigh St, posing a hazard to pedestrian and vehicular traffic. 3b. List the total estimated acreage of all existing wetlands on the property: 0 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 1,027 linear feet 3d. Explain the purpose of the proposed project: The project addresses a drainage maintenance issue under Raleigh St. (a Town of Chapel Hill road located within a busy portion of the UNC-CH campus). An inlet located within the UNC-CH Coker Arboretum (which receives flow from a drainage area over 8.5 acres) does not effectively convey flow through the stormwater system. The drainage issue has caused siginificant flooding and sedimentation on Raleigh St., a major pedestrian and vehicular corridor on campus. Video of the pipe indicates that the pipe is signifcantly disjointed and damaged under the roadway. An engineering analysis of the system also revealed that the system is currently undersized for the flows that it receives. The purpose of this project is to replace the current failing stormwater system with a system sized to provide a 10-yr. level of service for Raleigh St. 3e. Describe the overall project in detail, including the type of equipment to be used: University staff has worked closely with UNC-CH Arboretum personnel and other vested parties in this project to provide a project alignment that minimizes impacts to surface features while addressing the numerous contraints posed by underground utilities. A significant effort has been made to avoid the demolition of large diameter specimen trees along the corridor. The inlet, located within the UNC-CH Arboretum, will be relocated to avoid construction impacts within the drip line of a 15 inch diameter Silver Maple tree and a 48 inch diameter Bald Cypress tree. During the construction of the stormwater system, equipment typical of construction projects are planned to be utililized (i.e., trackhoes, backhoes, dump trucks, cement trucks, etc.). 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 / ® Yes ? No ? Unknown project (including all prior phases) in the past. Comments: Determination was requested of the USACE. 4b. If the Corps made the jurisdictional determination, what type ®Preliminary ? Final of determination was made? 4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company: USACE and RK&K Name (if known): Andrew Williams (USACE) , Hal Bain Other: (RK&K) 4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. USACE determined stream was intermittant per attached July 15, 2010 email correspondence. 6. Project History 5a. Have permits or certifications been requested or obtained for ? Yes ® No ? Unknown this project (including all prior phases) in the past? 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 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 T W1 ? P ? T ? Yes ? No ? Corps ? DWQ W2 ? P ? T ? Yes ? No ? Corps ? DWQ W3 ? P ? T ? Yes ? Corps ? No ? DWQ W4 ? P ? T ? Yes ? Corps ? No ? DWQ W5 ? P ? T ? Yes ? Corps ? No ? DWQ W6 ? P ? T ? Yes ? Corps ? No ? DWQ 2g. Total wetland impacts 2h. Comments: 3. Stream Impacts If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this question for all stream sites impacted. 3a. 3b. 3c. 3d. 3e. 3f. 3g. Stream impact Type of impact Stream name Perennial Type of jurisdiction Average Impact number - (PER) or (Corps - 404, 10 stream length Permanent (P) or intermittent DWQ - non-404, width (linear Temporary (T) (INT)? other) (feet) feet) S1 ®P ? T Relocation of pipe Inlet UT to Bolin Creek ? PER ® INT ® Corps ® DWQ 2 20 S2 ? P ? T ? PER ? Corps ? INT ? DWQ S3 ? P ? T ? PER ? Corps ? INT ? DWQ S4 ? P ? T ? PER ? Corps ? INT ? DWQ S5 ? P ? T ? PER ? Corps ? INT ? DWQ S6 ? P ? T ? PER ? Corps ? INT ? DWQ 3h. Total stream and tributary impacts N. Comments: The stream is being relocated because the existing pipe inlet is located within the dripline of a 15 inch Silver Maple, which is a UNC-CH Arboretum Specimen tree. The new pipe inlet is strategically located outside the dripline for both the 15 inch Silver Maple and the 48 inch Bald Cypress to protect these specimen trees from construction. Gentle curves are provided to re-align the stream with the new pipe inlet. The existing stream is a mortared stone-lined channel, with stone-lined bed and banks. The re-aligned channel will be constructed using similar materials which maintain the aesthetics of the UNC- Page 5 of 11 PCN Form - Version 1.3 December 10, 2008 Version CH Arboretum while also providing erosion protection for the newly constructed stream. The stream will be diverted using a pump around system until construction is complete. The newly constructed mortared stone channel lining will be constructed in the dry condition and the mortar allowed to dry completely prior to diverting flow into the finished system. 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. Open water impact number - Permanent (P) or Temporary T 4b. Name of waterbody (if applicable) 4c. Type of impact 4d. Waterbody type 4e. Area of impact (acres) 01 ?P?T 02 ?P?T 03 ?P?T 04 ?P?T 4L Total open water impacts 4g. Comments: 5. Pond or Lake Construction If and or lake construction proposed, then complete the chart below. 5a. Pond ID 5b. Proposed use or purpose 5c. Wetland Impacts (acres) 5d. Stream Impacts (feet) 5e. Upland (acres) number of pond Flooded Filled Excavated Flooded Filled Excavated Flooded P1 P2 5L 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 an impacts require mitigation, then you MUST fill out Section D of this form. 6a. ? Neuse ?Tar-Pamlico ®Other: Jordan Lake 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 ?Yes ? No B2 ? P ? T ? Yes ? No B3 ?P?T ?Yes ? No 6h. Total buffer impacts 6i. Comments: The stream is not present on either the USDA Soil Survey of Orange County maps (1977) or the U.S.G.S. Chapel HIII Quadrangle Map (2002). D. Impact Justification and Mitigation 1. Avoidance and Minimization 1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project. The project design is largely driven by the protection of large diameter trees and avoiding the numerous utility conflicts along the project corridor. The project team has worked closely with the UNC-CH Arboretum staff to protect and minimize impacts to vegetation and other aesthetic features along the project corridor while maintaining utility crossings in key locations. 1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. The new pipe inlet location is determined by avoiding key trees while maintaining gentle curves in the proposed alignment to transition the stream to the new pipe inlet location. Drainage structure #6 is located strategically to avoid the dripline of a 36 inch Elm tree while maintaining critical corridor alignment to cross utilities in key locations. 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 that apply): ? DWQ ? Corps ? Mitigation bank 2c. If yes, which mitigation option will be used for this El Payment to in-lieu fee program project? ? Permittee Responsible Mitigation 3. Complete if Using a Mitigation Bank 3a. Name of Mitigation Bank: 3b. Credits Purchased (attach receipt and letter) Type Quantity 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 buffer mitigation? ? 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 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. Comments: The project addresses a maintenance issue on an existing system. No ? Yes ® No new stormwater flows or discharge points are generated. The stream is not a buffered stream as it does on appear on USDA soil survey or U.S.G.S. maps. 2. Stormwater Management Plan 2a. What is the overall percent imperviousness of this project? NA % 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 addresses a maintenance issue on an existing storm drainage piping system. No new stormwater flows or discharge points are being generated as a result of this project. 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 government's jurisdiction is this project? NA ? 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 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 ? Yes ? No letter.) 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. 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 5. 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? See attached United States Fish and Wildlife Service (USFWS) documentation. 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? Orange County is not included on the Essential Fish Habitat (EFH) county list and therfore, the subject project does not require an EFH assessment (see attached documentation). 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? The project is located within the Chapel Hill National Register Historic District. A project summary and design documents were submitted on April 11, 2011 to the State Historic Preseration Office (SHPO) for review. 8. Flood Zone Designation (Corps Requirement) 8a. Will this project occur in a FEMA-designated 100-year floodplain? ? Yes ® No 8b. If yes, explain how project meets FEMA requirements: 8c. What source(s) did you use to make the floodplain determination? Flood Insurance Rate Map (FIRM) Map #3710978800J, effective date February 2, 2007. Richard L. Mann, Vice Chancellor Fi d Ad i i i - L t ` I It nance an m n strat on Applicant/Agent's Printed Name Applicant/Agents Signature (Agent's signature is valid only if an authorization letter from the applicant Date is provided.) Page 11 of 11 PCN Form - Version 1.3 December 10, 2008 Version s a- as _• / Lti? ? • i 1 ? b Project Site 35.914214,-79.048614 ?Y r 1 r ? 1 Cti -? 7? ?+ ?s ?'', E.' r'????.?? ??"`'•.-.?.<a. CPS'.'` 0 f _ .11000' OA ?, 3;000 4!00_0' -, - { '< FIGURE 1 Raleigh Road Culvert July RKM Site Location Stream Delineation oo Map Chapel Hill, NC Z Source: USGS 7.5 Minute Ouadrangle, Chapel Hill, NC W W o on a VNIIMNO H1NON JO.AiIS213AINf1 ??1I Z2 4 \?p \...... Z 2 W w a i o" a ci3° In d.?;, p U J Z _ U a W W " a 2:JlVd3 ? 3dld NI`d 10 W:IO1S -i z 3 w w z o $ 8 z S2 6 0 g U z U 1332JiS HJ1V l J a o oa I I I I LO U F- 04 M It LO C0 f` 00 a 0 U U U U U U U U fA J_ U) U) w Y LU ; N 06 Q W o -r -j d Z U) 0 LL m Z J Q. W W N ZZ O 0 c/) H J CO Y Z (D LU L) LU w Z ? 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I m T r W. _ ? „tom 8 L? m f t'H ?I XI y Q 8 g! w u a W m I /l LL 'O'N 'H0131VH SAVMHDIH JO NOISIAIO 3dId „44 n8Hl ,Zl NOIlV1HOdSNVHl d0 1d3O " O VNIIOUVO HIHON NISVB HOlVO 313HONOO d0 3lViS HOd ONIMVHO OUVONViS HSIIDN3 ?r z? cw m° ? w ?y g ;? ?w wm w mW 3°? ¢o ? g?? a S m ?w ?aw a€ w W ; ? w ¢€ o? ? `? ? °mS S S H o H x m? KI ?I o to .. H wii 0 € HH J jd m Lu ' W y ? ?z } I I " I I .,9 I I ?? I I x x }I e r „9 - O 0 z o H• m J < W STATE OF L=ys NORTH CAROLINA DEPT. OF TRANSPORTATION DIVISION OF HIGHWAYS RALEIGH, N.C. 5 z: o" N ? o Nv ENGLISH STANDARD DRAWING FOR FRAME, GRATES, AND HOOD FOR USE ON STANDARD CATCH BASIN i 0 •UVA 1 ?r1 ?o r z NI rr ?L -9 d I F ,` E 3 -+I i OIz °w O O Fz•F?- W U z y O!t0.1 0 0 = y a¢ TN I sF ? WILL.. OIO. "Z ?g ENGLISH STANDARD DRAWING FOR CONCRETE CATCH BASIN 12" THRU 54" PIPE 'O'N `HDI31VH SAVMHOIH JO NOISIAIO NOIIVIUOdSNVHI HO 1d30 NISVS HOIVO OHVONVIS NO 3Sn HOj 9 VNIIOHVO H1HON OOOH ONV `S31VN9 `3WVdzl „ w d HO 31V1S UOd ONIMVHO OUVONVIS HSII9N3 = ??- z a ?"1I w rF- N a i o R ,L P Nl o ? ? 30= c v z W Z r ?N W I ? (7 y 3 j d } a m ? Q F LL W n y L O = cl) Q W m _ \+ T y w O W w LL OF lb W d C j W 9L _ tT o 00 zz s T D ? coo b JQ W G ,S O IL O _ < D wU) } f• p w aL n } a a 3 W ! 31 ¢ ; o I I y ¢ \8 STATE OF 17-06 N ENGLISH STANDARD DRAWING FOR Cl NORTH CAROLINA DEPT. OF TRANSPORTATION FRAME, GRATES, AND HOOD 1 l DIVISION OF HIGHWAYS FOR US N E ON STANDARD CATCH BASIN w RALEIGH, N.C. ap . 'O'N `HOI31VH SAVMHDIH JO NOISIAIO 3dId „44 nldHl ,ZG G NOIIVIHOdSNVHI d0 '1d3O VNIIOUVO HIHON NISV8 HO1V0 313V3NO3 '-0 . qt JO 31ViS HOd ONIMVHO OUVONVIS HSIl9N3 ? E CO \ c y 8 e! u m o ? O ? N w o g 5 d I W w o c m \ // a ? ? ? g / ow 6w F•? d y S30VdS 1. ,103 d Stl.e 9p y z ? O W V) d -- M14 1.,103 . s „n?"'- swe aa? U) STATE OF u_uc NORTH CAROLINA DEPT. OF TRANSPORTATION DIVISION OF HIGHWAYS RALEIGH, N.C. a N a O F LL O z J 6 ? w w ~w } zo€ r I u - ? ? W m o s r?l ¢ 1 z O M W T to I IW .Y ENGLISH STANDARD DRAWING FOR CONCRETE CATCH BASIN 12" THRU 54" PIPE s m m W U cn U z U I I ° ? ?O aoN W? J J ? W N a VNMl JVO HibON _?O kilS2OAINn M w M °?am4 °? 5 ? N W ffi 13 s0. W W W ° a W ?mz 2JlVdMl 3dld NIbbO W2]O1S -F z lm? W? m 0 z a z tl 13MUS H013l i ??° ???= Q I I I I I° D'N 'HOI3IVH 'O'N `H9I3IVU O SAVMH9IH AD NOISIAIO ` N SAVMH9IH JO NOISIAIO s3Unimuis 39VNIVUa HOJ $ O NOIIVIHOdSNVH1 JO 'Id30 313tlDNOD'tl0 NDItl9 NOIIV1HOdSNVtll jO '1d30 ' O VNIIOHVD H1HON S3WVaj UOd 39VHOHONV o VNIIOHVO H1HON Wd 3SV8 313U3NOO IO 31V1S y tlOj 9NIMVtlO OtlVONV1S HSII9N3 = O JO 1V1S HOA 9NIMVUO OHVONVIS HSI1ON3 co O N a '-JII ?? I I- y J _ p v I ? 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OF TRANSPORTATION w of DIVISION OF HIGHWAYS BRICK OR CONCRETE w O RALEIGH, N.C. = CO RALEIGH, N.C. w 'O'N `N0131VU eT 'O'N 'H0131VU 3dId ,99.nUHi ,Zl r SAVMHDIH JO NOISIAIO $ N SAVMHCIH 30 NOISIAIO (3IOHNVW IVNOIldO HlIM) M NOIIV1UOdSNVHl JO 1d3O - O NOIlV1HOdSNVHl JO '1d30 O VNIIOUVD H1HON U3AO3 aNV 3WVUd 310HNVW w a VNIIOHVD H1HON X08 NOI10Nnr 313U3NO3 j0 31ViS HOJ 9NIMI OUVONVIS HSIION3 = O j0 31VIS HOd 9NIMV8O OUVONVIS HSII9N3 = O J J H "w g _a w w m _ o SI ? ¢ g o F? g o z zw ?? aj w ¢ m S m I I~ ° ; "gym =?-?3 0 w z w a' 3 € Naga LLI In oiz LL ? c ° O ?' w eau m ??o ^s?o z p, 0w=m I N Q W O O v F O r \ N - d Cl f0 `. O O ,% m ,„,? >A -VIII a 1 'll„IIFI'If7N'lll ?' F- ? O 11 N z i ? - - • ° ?'?r - ° o H Q o _ V H J I? y? -? ? B B3?Vd5 !_ ,V3tlV9 OM .e 1 m go \ r u Q a K m€ d r o{ 0i r?' a ?? w€ )?? r 4, X I o .N z w ?` a E 8 w ;??-- .n---? J Q I 4?1 a? 61 l l W NllL " L',,' sl STATE OF ENGLISH STANDARD DRAWING FOR a STATE OF 7-06 ENGLISH STANDARD DRAWING FOR r NORTH CAROLINA MANHOLE FRAME AND COVER ?'O NORTH CAROLINA CONCRETE JUNCTION BOX DEPT. OF TRANSPORTATION DEPT. OF TRANSPORTATION DIVISION OF HIGHWAYS w q DIVISION OF HIGHWAYS (WITH OPTIONAL MANHOLE) a RALEIGH, N.C. w aD RALEIGH, N.C. 12" THRU 66" PIPE = O ° o; o o S _T N m o 0 ,., o rT m o m o e m o a 0 m 0 y o? 0 0 o o 0 0 0 0 0 0 h ?y `r° ? C G o' 0 0 0 O V 0 0 N m 0 0 °o r o c r 222 0 0 0 l o 0 0 o a o c o o • 0 a ci N o 0 o 0 0 0 l ? 0 0 0 ° 0 0 r 0 0 c o 0 0 0 o 0 0 0 S 4 N N N m ? N V ? ? u> a P tT q .+ mI ? ? r p ?T 0l o o, o I 0 o 0 °, o a o 0 ° ^ - N N N ° ? _.I . . p I ?a 3' ° o 0 0 "^ 0 s o o d ?? f? ? ? o ? ? ? m m Ia ? ?k o R e ? ^ o _ e c I i: ?o : 0 C e ^ o ? $m o ? ? ? °3 ? oj o o ? " ol a f l - - - w ?d °IIa m O =? ? w n, a 4 4 4 w(7 C1 w a w° U Q: Q W v1 & r a UU d JN Q z IL Z W W N m W -i 2 a {y ; {3? " % Z F t'? Qy S S w 0 m W 7 0 U m W r l r i, qyyq 0 f L) ? S P?j? o0 VNIIO2JbO H1?I0N =10J111S2BnINf1 ?JlVd3?1 did NIb2K] W2JOlS 'O'N '0I31V8 SAVMHDIH AD NOISIAIO N NOIIV1HOdSNVNl d0 '1d30 VNI1O8V0 HIHON S31YU0 1VIA lOIS MOHHVN ONV S3WY11d JO 31VIS HOd DNIMVBO OBVONVIS HSI10N3 = O N m x ,-- -J1? Il y 4 x 1 x ___T 1 i I x x z 7 z c O z; .- O - N c --- -? J 04 o, O V v a W fA N N? W ch a cc Ic LL N? N V X Z M } Ln J } 1 z vac z O m= ?,.O,Z Q O M V p 1y 1 ® ;?! ~ " a 3a - a ?? 6is ,L ~I W o N W W W ?. ti .? H o p V) LL LL W owo `N c LL N m 19 X of Vii- N 1 L? } STATE OF NORTH CAROLINA DEPT. OF TRANSPORTATION DIVISION OF HIGHWAYS RALEIGH, N.C. .Xi N K 1 „z/i? ? ? x z ? i J I x z 1 --- T- - ' M o M H J - ? r! > r * > a _ d ? ? ?` '! ??^ J W W N W J W N? N W C5 LL C7 ENGLISH STANDARD DRAWING FOR FRAMES AND NARROW SLOT FLAT GRATES 'O'N 'HDI31V8 - p? SAVMHDIH JO NOISIAIO 3dId „9£ f18H1 „Z4 T NOI1V180dSNV81 d0 '1d3O VNIIO8VO H180N ,0, 3dA1 13INI dOHO 0131VU0 313HON03 .-O JO 31V1S r9u --Z 80d SNIMV80 OBVONVIS HSI1SN3 = O m ? y o m kK S X i I < Fm~ S H X ? - X fJ STATE OF NORTH CAROLINA DEPT. OF TRANSPORTATION DIVISION OF HIGHWAYS RALEIGH, N.C. w? - ? gyp- '4. J ?. g a IS ,S e? ? F 3 0 y y „? N `a n K J d . Q 1/ ` ` - n K ? y H r 4 n V N Lo F-. - H ?I I I o! ENGLISH STANDARD DRAWING FOR CONCRETE GRATED DROP INLET TYPE 12" THRU 36" PIPE .......... ?b?aY •' • ? W 1DD2i1S HJM" 0 'O'N 'HOI31V8 SAVMHDIH JO NOISIAIO ?t00 NOIIVIHOdSNV81 d0 '1d30 _ C VNIIO8VO H1NON Sd31S 3Hf nnuiS 3DYNIVHO JO 31tlIS 803 SNIMVBO OHVCNVIS HSI10N3 T w ° z o w J x WO z ?m> w w w ?w ya aI a? z w 2 WO V rrat W N ?Q ° N Al U 1> Z J ?LL W ¢ j? fH ' w wz? w --_-_. _ 6 E Ssd w? r r, 9:(6 I rr iE? rr?l wLL °W z z m u l J ? 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