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Home My WebLink About20050636 Ver 1_Complete File_20050414O?O? W A T ?qQG Michael F. Easley, Governor William G. Ross Jr., Secretary North Carolina Department of Environment and Natural Resources Alan W. Klimek, P.E. Director Division of Water Quality July 5, 2005 City of Raleigh-Public Works Department Attn: James Lynn Raynor 222 W. Hargett St., Room 602 PO Box 590 Raleigh, NC 27602 DWQ Project # 20050636 Wake County Subject Property: Sunnybrook Road Widening UT to Crabtree Creek [03-04-02, 27-33-(10), C NSW (nutrient sensitive)] *303(d) Approval of 401 Water Quality Certification and Authorization Certificate per the Neuse River Buffer Protection Rules (15A NCAC 2B.0233) with Additional Conditions Dear Sir or Madam: You have our approval, in accordance with the attached conditions and those listed below, to place fill within or otherwise impact 148 feet of streams and 17,888 square feet (ft) of protected riparian buffers for the purpose of a road widening at the subject property, as described within your application dated April 14, 2005 and received by the N.C. Division of Water Quality (DWQ) on April 14, 2005 and all additional information submitted and received by the DWQ on May 11, 2005. After reviewing your application, we have decided that the impacts are covered by General Water Quality Certification Number(s) 3404 (GC3404). The Certification(s) allows you to use Nationwide Permit(s) 14 when issued by the US Army Corps of Engineers (USACE). This letter shall also act as your approved Authorization Certificate for impacts to the protected riparian buffers per 15A NCAC 2B .0233. In addition, you should obtain or otherwise comply with any other required federal, state or local permits before you go ahead with your project including (but not limited to) Erosion and Sediment Control, and Non-discharge regulations. Also, this approval to proceed with your proposed impacts or to conduct impacts to waters as depicted in your application shall expire upon expiration of the 404 or CAMA Permit. This approval is for the purpose and design that you described in your application. If you change your project, you must notify us and you may be required to send us a new application. If the property is sold, the new owner must be given a copy of this Certification and approval letter and is thereby responsible for complying with all conditions. If total fills for this project (now or in the future) exceed one acre of wetland or 150 linear feet of stream, compensatory mitigation may be required as described in 15A NCAC 2H .0506 (h). This approval requires you to follow the conditions listed in the attached certification and any additional conditions listed below. The Additional Conditions of the Certification are: 401 Oversight/Express Review Unit 1650 Mail Service Center, Raleigh, North Carolina 27699.1650 2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604 Phone: 919-733-1786/ FAX 919-7.33-6893/ Internet: http://h2o.enr.state.nc.us/ncwetlands One Nh Carolina Naturally An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper City of Raleigh Page 2 of 4 7/5/05 1. Impacts Approved The following impacts are hereby approved as long as all of the other specific and general conditions of this Certification (or Isolated Wetland Permit) are met. No other impacts are approved including incidental impacts: Amount Approved Units Plan Location or Reference Stream 148 feet Figures 1 of 2 and 2 of 2 Buffers 17,888 (square ft.) Figures 1 of 2 and 2 of 2 2. Diffuse Flow All constructed stormwater conveyance outlets shall be directed and maintained as diffuse flow at non-erosive velocities through the protected stream buffers such that it will not re-concentrate before discharging into a stream as identified within 15A NCAC 2B .0233 (5). If this is not possible, it may be necessary to provide stormwater facilities that are considered to remove nitrogen. This may require additional approval from this Office. Protective Fencing The outside buffer, wetland or water boundary and along the construction corridor within these boundaries approved under this authorization shall be clearly marked with orange warning fencing (or similar high visibility material) for the areas that have been approved to infringe within the buffer, wetland or water prior to any land disturbing activities to ensure compliance with 15A NCAC 2B .0233 and GC 3404. 4. Culvert Installation Culverts required for this project shall be installed in such a manner that the original stream profiles are not altered. Existing stream dimensions (including the cross section dimensions, pattern, and longitudinal profile) must be maintained above and below locations of each culvert. Culverts shall be designed and installed to allow for aquatic life movement as well as to prevent head cutting of the streams. If any of the existing pipes are or become perched, the appropriate stream grade shall be re-established or, if the pipes installed in a perched manner, the pipes shall be removed and re-installed correctly. 5. Erosion & Sediment Control Practices Erosion and sediment control practices must be in full compliance with all specifications governing the proper design, installation and operation and maintenance of such Best Management Practices in order to protect surface waters standards: a. The erosion and sediment control measures for the project must be designed, installed, operated, and maintained in accordance with the most recent version of the North Carolina Sediment and Erosion Control Planning and Design Manual. City of Raleigh Page 3 of 4 7/5/05 b. The design, installation, operation, and maintenance of the sediment and erosion control measures must be such that they equal, or exceed, the requirements specified in the most recent version of the North Carolina Sediment and Erosion Control Manual. The devices shall be maintained on all construction sites, borrow sites, and waste pile (spoil) projects, including contractor-owned or leased borrow pits associated with the project. 6. No Waste, Spoil, Solids, or Fill of Any Kind No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond the footprint of the impacts depicted in the Pre-Construction Notification. All construction activities, including the design, installation, operation, and maintenance of sediment and erosion control Best Management Practices, shall be performed so that no violations of state water quality standards, statutes, or rules occur. 7. No Sediment & Erosion Control Measures w/n Wetlands or Waters Sediment and erosion control measures shall not be placed in wetlands or waters to the maximum extent practicable. If placement of sediment and erosion control devices in wetlands and waters is unavoidable, they shall be removed and the natural grade restored within six months of the date that the Division of Land Resources has released the project. 8. Certificate of Completion Upon completion of all work approved within the 401 Water Quality Certification or applicable Buffer Rules, and any subsequent modifications, the applicant is required to return the attached certificate of completion to the 401/Wetlands Unit, North Carolina Division of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650. Violations of any condition herein set forth may result in revocation of this Certification and may result in criminal and/or civil penalties. The authorization to proceed with your proposed impacts or to conduct impacts to waters as depicted in your application and as authorized by this Certification, shall expire upon expiration of the 404 or CAMA Permit. If you do not accept any of the conditions of this Certification (associated with the approved wetland or stream impacts), you may ask for an adjudicatory hearing. You must act within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition, which conforms to Chapter 150B of the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699-6714. This certification and its conditions are final and binding unless you ask for a hearing. Any disputes over determinations regarding this Authorization Certificate (associated with the approved buffer impacts) shall be referred in writing to the Director for a decision. The Director's decision is subject to review as provided in Articles 3 and 4 of G.S. 150B. City of Raleigh Page 4 of 4 7/5/05 This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act and the Neuse riparian buffer protection rule as described within 15A NCAC 2B .0233. If you have any questions, please telephone John Dorney or Cyndi Karoly at 919-733- 1786. Sincerely, A AW K/dae Enclosures: GC 3404 Certificate of Completion cc: USACE Raleigh Regulatory Field Office DWQ Raleigh Regional Office DLR Raleigh Regional Office File Copy Central Files Filename r Alan W. Klimek, P.E. c 2005,063 6 Sunnybro okRd(W ake)401 +NB R 1 C) 5-lb LP .3 LID 1 n May 11, 2005 Ms. Cyndi Karoly NCDENR/Division of Water Quality Wetlands Unit 1650 Mail Service Center Raleigh, NC 27699-1650 Reference: REQUEST FOR MORE INFORMATION Sunnybrook Road Widening - City of Raleigh 401 Water Quality Certification Raleigh, Wake County, North Carolina Dear Ms. Karoly, MAY 1 1 L ts?°?? 3yATFR 2 005 osr?Q?AUrY The City of Raleigh received your letter dated April 29, 2005 in which you requested additional information regarding the above referenced project. Specifically, DWQ staff determined that the application sent under cover of letter dated April 14, 2005 provided inaccurate information regarding linear stream impacts. After further review, I agree that the impacts as set forth in the referenced application are inaccurate; however, I disagree with the linear impacts estimated by DWQ staff. The permit drawings attached to the application, plotted at 40 scale, admittedly make it difficult to accurately determine the actual stream impacts. Please accept my apologies on this matter. Attached to this letter are additional drawings, plotted at 20 scale, which allow stream impacts to be more easily verified. Respectfully, I submit the following corrections to the linear stream impacts submitted in the original application. Stream Name Station Number Impacts linear ft Zone 1 Buffer Impacts s Zone 2 Buffer Im acts s UT to Crabtree Creek 31+50 99 if 5677 sf 1974 sf UT to Crabtree Creek 43+75 491f 7627 sf 2610 sf OFFICES • 222 WEST HARGETT STREET • POST OFFICE BOX 590 • RALEIGH. NORTH CAROLINA 27602 REC1Ct FD PAI'C f? Jr Ms. Cyndi Karoly May 11, 2005 Page 2 I hope you find this additional information acceptable in helping resolve this matter. Thank you for your time. Very truly yours, James Lynn Raynor, P.E. Project Engineer Enclosures cc: Samir Bahho, P.E., Senior Project Engineer Eric Kulz or Mike Horan, DWQ Regional Office USACE Raleigh Regulatory Field Office File 4 BUFFER IMPACTS ZONE l: 5677 SF ZONE 2: 1974 SF STREAM IMPACTS: 99 LF O Z ? go V i QYA ' 1 W ZONE 2 U L ZONE 1 I ® ZONE I IMPACT fl,11 ZONE 2 IMPACT Id 20 10 0 20 4GRAPHIC SCALE 1'= 20' tO/ ti SUNNYBROOK ROAD WIDENING RALEIGH. NC II ?- 10 -Ilwl.n I ?. I? I I I I ? ZONE 2 i owl RM 06 U? IW1: OWN NJ za X W ZO, CL ZONE 1 Lei OZONE 2 i STREAM IMPACT FIGURE< AREA 1 1 OF 2 N BUFFER IMPACTS ZONE l: 7627 SF ZONE 2: 2610 SF STREAM IMPACTS: 49 LF 0 Z /L \ I \ I / \ I / - LLJ- - - \\U l ? F v ® ZONE I IMPACT ® ZONE 2 IMPACT SUNNYBROOK ROAD WIDENING ' RALEIGH. NC n w LL ? oz V/te/nn rw^ V l1 ox ww 0 0 LL- oz LLJ ?OXII -? ?14 H STREAM IMPACT FIGURE AREA 2 2 OF 2 20 20 0 20 40 GRAPHIC SCALE 1'= 20' i ZONE 2 II W ZONE 1 w w RE T A1N EX? U `? _54 ,RCp rIN? ?- ad CD LL- Li-I ,- c,n X ? O w ? w z ? cn ? x ZONE 1 w ?OF V4 ATF,4p N ichael F. Easley, Governor William G. Ross Jr., Secretary 7 North Carolina Department of Environment and Natural Resources > y p -? Alan W. Klimek, P.E. Director Division of Water Quality April 29,2005 DWQ Project # 05-0636 Wake County CERTIFIED MAIL: RETURN RECEIPT REQUESTED City of Raleigh - Public Works Department Attn: James Lynn Raynor Post Office Box 590 Raleigh, NC 27602 Subject Property: Sunnybrook Road Widening UT to Crabtree Creek REQUEST FOR MORE INFORMATION Dear Mr. Raynor: On April 14, 2005, the Division of Water Quality (DWQ) received your application dated April 14, 2005 to impact 112 feet of streams, 7,627 square feet (ft) Zone land 2,610 square feet (ft) Zone 2 of protected riparian buffers to construct the proposed road widening. The DWQ has determined that your application was incomplete and/or provided inaccurate information as discussed below. The DWQ will require additional information in order to process your application to impact protected wetlands and/or streams on the subject property. Therefore, unless we receive the additional information requested below, we will have to move toward denial of your application as required by 15A NCAC 211.0506 and will place this project on hold as incomplete until we receive this additional information. Please provide the following information so that we may continue to review your project. Additional Information Requested: 1. Impact Details While your application states that stream impacts at Area 1 are 72 feet, stream impacts appear to actually be approximately 110 feet. Impacts at Area 2 appear to be in excess of 50 feet. Please be reminded that stream impacts are calculated from the existing pip outward, including fill slopes wing walls, channel straightening, construction, temporary dewatering, and rip rap along the banks. DWQ requests that the stream impacts be recalculated to accurately reflect this. Please respond within three weeks of the date of this letter by sending this information to me in writing and Eric Kulz or Mike Horan of the DWQ Raleigh Regional Office. If we do not hear 401 Oversight/Express Review Permits Unit 1650 Mail Service Center, Raleigh, North Carolina 27699.1650 2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604 Phone: 919.733-1786 /FAX 919.733-6893 / Internet: http://h2o.enr.state.nc.us/ncwetlands One NhCarolina ?'atimall? City Of CRaleigh 5Vorth (3arolina April 14, 2005 Ms. Cyndi Karoly NCDENR/Division of Water Quality Wetlands Unit 1650 Mail Service Center Raleigh, NC 27699-1650 U@@@flygm APR 14 2005 6.c?EpSA" STOA{;Q 1 RI8RAN I Reference: Sunnybrook Road Widening - City of Raleigh 401 Water Quality Certification Raleigh, Wake County, North Carolina Dear Ms. Karoly, The City of Raleigh is applying for a 401 Water Quality Certification as part of a Nationwide 14 for the proposed widening of Sunnybrook Road. The project plans to widen Sunnybrook Road from Poole Road to Falstaff Road from a predominantly two- lane road to a four-lane road. Current and future traffic volumes require that the road be widened. The project crosses two unnamed tributaries to Crabtree Creek. Impacts include the extensions of two existing crossline culverts along with buffer impacts from the road widening. The first stream impact is 72 linear feet of an UT of Crabtree Creek, shown on Figure 3 of this submittal. The second stream impact is 40 linear feet of an UT of Crabtree Creek, shown in Figure 4 of this submittal. Neuse River buffers will be impacted in two separate locations. These impacts to buffers are allowable without mitigation. The table below lists these impacts as well as linear stream impacts mentioned above. Stream Name Station Number Impacts linear ft Zone 1 Buffer Impacts s Zone 2 Buffer Im acts s UT to Crabtree Creek 31+50 721f 5677 sf 1974 sf UT to Crabtree Creek 43+75 401f 7627 sf 2610 sf OFFICES • 222 WEST HARGETT STREET • POST OFFICE BOX 590 • RALEIGH, NORTH CAROLINA 27602 Recycled Paper APR 1 4 2005 Office Use Only: DENR WA 1'ic1UJ S&10STOCU ATERfr,'tFi?4H Form Vcrsion March 05 USACE Action ID No. DWQ No. (If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".) 1. Processing 1. Check all of the approval(s) requested for this project: ® Section 404 Permit ® Riparian or Watershed Buffer Rules ? Section 10 Permit ? Isolated Wetland Permit from DWQ ® 401 Water Quality Certification ? Express 401 Water Quality Certification 2. Nationwide, Regional or General Permit Number(s) Requested: 14 3. If this notification is solely a courtesy copy because written approval for the 401 Certification is not required, check here: ? 4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII, and check here: ? 5. If your project is located in any of North Carolina's twenty coastal counties (listed on page 4), and the project is within a North Carolina Division of Coastal Management Area of Environmental Concern (see the top of page 2 for further details), check here: ? II. Applicant Information Owner/Applicant Information Name: City of Raleigh - Public Works Department Mailing Address: 222 W. Hargett St., Room 602 PO Box 590 Raleigh, NC 27602 Telephone Number: (919) 890-3030 Fax Number: E-mail Address: 2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter must be attached if the Agent has signatory authority for the owner/applicant.) Name: James Lynn Raynor, PE Company Affiliation: City of Raleigh - Public Works Department Mailing Address: same as above Telephone Number: (919) 890-3815 Fax Number: (919) 890-3832 E-mail Address: 1 n?n.raynornci.raleigh.nc.us Page 5 of 12 Ms. Cyndi Karoly April 14, 2005 Page 2 Stormwater best management practices are proposed to treat all new impervious surfaces. Proposed outlets in the vicinity of the crossing at Station 31+50 are located outside the buffer and treated with level spreaders to return runoff to diffuse flow prior to entering the buffer. One existing outlet right of Station 31+50 will remain; however, possible additional runoff to this outlet is proposed to be rerouted across the proposed roadway to another outlet located outside the buffer. This minimizes runoff to the existing outlet, and is the best practical alternative. Should you find this submittal incomplete in any way, or have any questions, please contact me at (919) 890-3815 as soon as possible so we may proceed with the 60 day time of review. Thank you for your attention to this matter. Very truly yours, qw, A,, James Lynn Raynor, P.E. Project Engineer Enclosures cc: Samir Bahho, P.E., Senior Project Engineer File III. Project Information Attach a vicinity map clearly showing the location of the property with respect to local landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property boundaries and development plans in relation to surrounding properties. Both the vicinity map and site plan must include a scale and north arrow. The specific footprints of all buildings, impervious surfaces, or other facilities must be included. If possible, the maps and plans should include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion, so long as the property is clearly defined. For administrative and distribution purposes, the USACE requires information to be submitted on sheets no larger than 11 by 17-inch format; however, DWQ may accept paperwork of any size. DWQ prefers full-size construction drawings rather than a sequential sheet version of the full-size plans. If full-size plans are reduced to a small scale such that the final version is illegible, the applicant will be informed that the project has been placed on hold until decipherable maps are provided. 1. Name of project: Sunnybrook Road Widening 2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A 3. Property Identification Number (Tax PIN): Several Parcels 4. Location County: Wake Nearest Town: Raleigh Subdivision name (include phase/lot number): N/A ook Directions to site (include road numbers/names, landmarks, etc.): Widening of Sunny brook Road from Poole Road to Falstaff Road 5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that separately lists the coordinates for each crossing of a distinct waterbody.) Decimal Degrees (6 digits minimum): 35° 47' ON 78° 35' °W 6. Property size (acres): N/A 7. Name of nearest receiving body of water: Crabtree Creek 8. River Basin: Neuse River Basin (Note - this must be one of North Carolina's seventeen designated major river basins. The River Basin map is available at http://h2o.enr.state.ne.us/admin/maps/.) 9. Describe the existing conditions on the site and general land use in the vicinity of the project at the time of this application: Forested with residential and some commercial development, and utility rights-of-way Page 6 of 12 10. Describe the overall project in detail, including the type of equipment to be used: The proposed project is the widening of Sunnybrook Road. The equipment used will be the type typically used during road construction 11. Explain the purpose of the proposed work: Widen Sunnybrook Road from Poole Road to Falstaff Road IV. Prior Project History If jurisdictional determinations and/or permits have been requested and/or obtained for this project (including all prior phases of the same subdivision) in the past, please explain. Include the USACE Action ID Number, DWQ Project Number, application date, and date permits and certifications were issued or withdrawn. Provide photocopies of previously issued permits, certifications or other useful information. Describe previously approved wetland, stream and buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project, list and describe permits issued for prior segments of the same T.I.P. project, along with construction schedules. None previously requested. V. Future Project Plans Are any future permit requests anticipated for this project? If so, describe the anticipated work, and provide justification for the exclusion of this work from the current application. No. VI. Proposed Impacts to Waters of the United States/Waters of the State It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to wetlands, open water, and stream channels associated with the project. Each impact must be listed separately in the tables below (e.g., culvert installation should be listed separately from riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts, permanent and temporary, must be listed, and must be labeled and clearly identifiable on an accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial) should be shown on a delineation map, whether or not impacts are proposed to these systems. Wetland and stream evaluation and delineation forms should be included as appropriate. Photographs may be included at the applicant's discretion. If this proposed impact is strictly for wetland or stream mitigation, list and describe the impact in Section VIII below. If additional space is needed for listing or description, please attach a separate sheet. 1. Provide a written description of the proposed impacts: The impacts are from widening of the existing road. Page 7 of 12 2. Individually list wetland impacts. Types of impacts include, but are not limited to mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams, se aratel list impacts due to both structure and floodin . Wetland Impact Site Number (indicate on map) Type of Impact Type of Wetland (e.g., forested, marsh, herbaceous, bog, etc.) Located within 100-year Floodplain ( es/no) Distance to Nearest Stream (linear feet) Area of Impact (acres) None Total Wetland Impact (acres) 3. List the total acreage (estimated) of all existing wetlands on the property: N/A 4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included. To calculate acreage, multi 1 length X width, then divide b 43,560. Stream Impact Number indicate on ma Stream Name Type of Impact Perennial or Intermittent? Average Stream Width Before Impact Impact Length linear feet Area of Impact acres 1 UT Crabtree Creek Culvert Perennial 26' 72 0.04 2 UT Crabtree Creek Culvert Perennial 10' 40 0.009 Total Stream Impact (by length and acreage) 112 0.049 5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic Ocean and any other water of the U.S.). Open water impacts include, but are not limited to fill, excavation, dredging, flooding, drainage, bulkheads, etc. Open Water Impact Site Number indicate on ma) Name of Waterbody (if applicable) Type of Impact Type of Waterbody (lake, pond, estuary, sound, bay, ocean, etc.) Area of Impact (acres None Total Open Water Impact (acres) Page 8 of 12 6. List the cumulative impact to all Waters of the U.S. resulting from the project: Stream Impact (acres): 0.049 Wetland Impact (acres): None Open Water Impact (acres): None Total Impact to Waters of the U.S. (acres) 0.049 Total Stream Impact (linear feet): 112 7. Isolated Waters Do any isolated waters exist on the property? ? Yes ® No Describe all impacts to isolated waters, and include the type of water (wetland or stream) and the size of the proposed impact (acres or linear feet). Please note that this section only applies to waters that have specifically been determined to be isolated by the USACE. 8. Pond Creation If construction of a pond is proposed, associated wetland and stream impacts should be included above in the wetland and stream impact sections. Also, the proposed pond should be described here and illustrated on any maps included with this application. Pond to be created in (check all that apply): ? uplands ? stream ? wetlands Describe the method of construction (e.g., dam/embankment, excavation, installation of draw-down valve or spillway, etc.): Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond, local stormwater requirement, etc.): Current land use in the vicinity of the pond: Size of watershed draining to pond: Expected pond surface area: VII. Impact Justification (Avoidance and Minimization) Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide information related to site constraints such as topography, building ordinances, accessibility, and financial viability of the project. The applicant may attach drawings of alternative, lower-impact site layouts, and explain why these design options were not feasible. Also discuss how impacts were minimized once the desired site plan was developed. If applicable, discuss construction techniques to be followed during construction to reduce impacts. All practical measures have been taken to avoid and minimize imnacts to the streams and buffers. Toooaranhic constraints have limited the locations for some impacts. VIII. Mitigation DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC Division of Water Quality for projects involving greater than or equal to one acre of impacts to freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial streams. Page 9 of 12 USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide Permits, published in the Federal Register on January 15, 2002, mitigation will be required when necessary to ensure that adverse effects to the aquatic environment are minimal. Factors including size and type of proposed impact and function and relative value of the impacted aquatic resource will be considered in determining acceptability of appropriate and practicable mitigation as proposed. Examples of mitigation that may be appropriate and practicable include, but are not limited to: reducing the size of the project; establishing and maintaining wetland and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of aquatic resource functions and values by creating, restoring, enhancing, or preserving similar functions and values, preferable in the same watershed. If mitigation is required for this project, a copy of the mitigation plan must be attached in order for USACE or DWQ to consider the application complete for processing. Any application lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete. An applicant may also choose to review the current guidelines for stream restoration in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at http://li2o.enr.state.nc.us/ncwetlands/strmi,,ide.htmi. 1. Provide a brief description of the proposed mitigation plan. The description should provide as much information as possible, including, but not limited to: site location (attach directions and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet) of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view, preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a description of the current site conditions and proposed method of construction. Please attach a separate sheet if more space is needed. N/A Cumulative linear impacts < 150 if 2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at (919) 715-0476 to determine availability, and written approval from the NCEEP indicating that they are will to accept payment for the mitigation must be attached to this form. For additional information regarding the application process for the NCEEP, check the NCEEP website at http://112o.enr.state.nc.us/wrp/index.litm. If use of the NCEEP is proposed, please check the appropriate box on page five and provide the following information: Amount of stream mitigation requested (linear feet): Amount of buffer mitigation requested (square feet): Amount of Riparian wetland mitigation requested (acres): Amount of Non-riparian wetland mitigation requested (acres): Amount of Coastal wetland mitigation requested (acres): Page 10 of 12 IX. Environmental Documentation (required by DWQ) 1. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land? Yes ? No 2. If yes, does the project require preparation of an environmental document pursuant to the requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)? Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA coordinator at (919) 733-5083 to review current thresholds for environmental documentation. Yes ? No ? 3. If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a copy of the NEPA or SEPA final approval letter. Yes ? No ? X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ) It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to required state and local buffers associated with the project. The applicant must also provide justification for these impacts in Section VII above. All proposed impacts must be listed herein, and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ Regional Office may be included as appropriate. Photographs may also be included at the applicant's discretion. 1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233 (Meuse), 15A NCAC 213 .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC 2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please identify )? Yes ® No ? 2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer mitigation is required calculate the required amount of mitigation by applying the buffer multipliers. Zone* Impact Multiplier Required (square feet) Mitigation 1 7627 SF 3 (2 for Catawba) N/A 2 2610 SF 1.5 N/A Total I 10,237 SF I N/A * Zone I extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an additional 20 feet from the edge of Zone 1. 3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as identified within 15A NCAC 213.0242 or.0244, or.0260. No buffer mitigation is required. Page 1 I of 12 XI. Stormwater (required by DWQ) Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss stormwater controls proposed in order to protect surface waters and wetlands downstream from the property. If percent impervious surface exceeds 20%, please provide calculations demonstrating total proposed impervious level. All new impervious surface is being treated. (see stormwater management plans) XII. Sewage Disposal (required by DWQ) 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. XIII. Violations (required by DWQ) Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules? Yes ? No Is this an after-the-fact permit application? Yes ? No XIV. Cumulative Impacts (required by DWQ) Will this project (based on past and reasonably anticipated future impacts) result in additional development, which could impact nearby downstream water quality? Yes ? No If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with the most recent North Carolina Division of Water Quality policy posted on our website at http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description: In accordance with the City of Raleigh Comprehensive Plan, no other roadway development is anticipated that would impact nearby downstream water quality. XV. Other Circumstances (Optional): It is the applicant's responsibility to submit the application sufficiently in advance of desired construction dates to allow processing time for these permits. However, an applicant may choose to list constraints associated with construction or sequencing that may impose limits on work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and Threatened Species, accessibility problems, or other issues outside of the applicant's control). Aplilicant/Agent's Signature . Date (Agent's signature is valid only if an authorization letter from the applicant is provided.) Page 12 of 12 SUNNYBROOK ROAD WIDENING topozone X61 ., ?? I 'E C?;,r.?11??3YJ:3t!a{aailcanelc?Se ?\` - , i f ! f ? ??-i _ }. `- "` ,t '.? l`? /`?,' _)(? _?f _.?'?''??? ?J' •?l „rp?jr ? i J } - _71? r ' l? t.? ?'/ 1? r? 11 ?- ? ?? ?, t P ark?l ? t? `?o? r,l'. r ? • I , _ 'lei r.? j; i { ?yr.1..??J i n? -1?;5,+';? h` r FiL.f ?{ i,'•4 W'?t? ?? OI - ,l 1 ? ?' ' ?? • '? +? ? t ? \ ' ? i \-.--.. 1 ? it •?J ` '? {i -. 1 I}? tom` 'r i ' ?\\?6 `[( 1t \, `fir' ?• IJ1 ` ' ` ? u '' ?` ?` J _?`S? ?, ?{/?I 1 /, / l ` ?r1 ;?//fVl ?• l .?,_.• - 1 \ , ?`, j ??1 ? j k ?? eir 1' :; ,? ?? :! •1.15 ??? '`\ ,..?- ? J. \\. I J . t ?? r".1v %r..<'+7Q ?, /?t?\ ? :? ? ?l i;:•.?. ?? ? ? ? ???? /,r ` ??? ? tip +f .` J/ i., J ,,,(? rf \\.! •_.? .? ;. (. 'I: r"N`.,. t+_ T`•?/;, \?.r?! '`?? 1.1 ?='r - _ a?:` --?` ?):., ,,? . t.?_`` .i•_-`-- - `.-! r/? -=,-'. .` _??_ _1f. t ? `,\? \ V J' Il? • ? /r "?I , y ? ?P`„`?'1? / :J•".JJiie?? / .. _- ;, •. _. ,, ,?f- END PROJ ?,? r ? ? _ ? ?, ?- ??r- . - 1r ?---..?i?`?? -- ECT I )l? , ? '_- Imo, ? r `? J ? T ??'. ` J+ \?\\ r, r \N P 1- ? ?i; ''•.I ? ?`\ ,:..a:(' ', Jj r''?}i? ...',}-'.l.-?C41( ?_•::?• :.. ?I •I ?^- ~; r ?- i.iCL '? { _ Y .y ( \ i'4 I I -'\ ' ,? T: = :y ?? -ti. `L!-? I ° ??/r -? •• f lt- ?_ ` \ /rd?? _' t ?r` r \ \'.`7? ' { 1 \tn 1 6 L _ - 1 , j• ??C i(? 7?`?? i---•- •- • ? ? /. .-', ! JI • Jill (` s ? ? ' • /•. tt. f , ?. - t rr / .13'1 V 1ti 'r11 21` f /,5 - .l.i.. --. 1. l L:.. ?. /7. ??_ _,f 1 :: ?.r ill ',U.? -l, /? ? 1 J•1 <- BEGIN PR OJECT?? -;` ?I \\\ S / ?•-?Lfr? "'!. 13 'G,? ly - ::,?' ,r??/? ? ?f , rll?{'Ll?? C?,,\ J ? i '^?1 k?/?1\ -?•'" ?) J'??, \? tr r? -rl 1 t j: \?1t'? ?'- ?? ti ?? ?• /b'l? `r?' ?! ?' ? ' '??/ ` ? =-Lr=-r_-- _)?,'1J ?L ? ?J ?r?-??LL ? tom, _ ?` \'- 1 , ? - ?r ? . \ ? r c.,\ , : ? ? '' J11I111-q5 -?? ` ',$\ ? ?'? i. t-a -w - ?' ?, ? J. 1J ' ? , __ :. ? -'?_„' \ ? ? ? l/. ?' (,? n,c, J - d25b?'` y ?i•( c i -) ?r? \? N? -Tffli ( .=? o s' r!• ? ? . / ?. p? ir?rlDj ?BY., ,/y t? f 1 r J rn pi t / rl II _-??rl?? J EI L if l ??7?? r ' ? • ? C L? ^•• •i •? r s P; r 1 ' - 1 } ?k I j 0.3 0.6 0.9 1.2 1.5 km 0 0.1 0.2 0.3 0.4 0.5 mi Map center is UTM 17 719092E 3962104N (WGS84/NAD83) Raleigh East quadrangle Projection is UTM Zone 17 NAD83 Datum ?G t'1=-8.901 G=1.418 FIGURE 1 OF 4 I ?; o Impocl Arco 2 Impoct Arco 1 See Fiqurc 4 Scc Figurc 3 3500 4000 III ?e I I II ? 11 SU?BFi= RD 45.00 -PT % -I I1, ? I I? ? I q (p I SUNNYBROOK ROAD WIDENING RALEIGH. NC Not to Scale STREAM IMPACTS FIGURE OVERVIEW 2 OF 4 ...`O2013DVJ02.dgn GC 200509:37A2 AM W BUFFER IMPACTS i ZONE 1: 5677 SF I , ZONE 2: 1974 SF ? Ll STREAM IMPACTS: 72 LF ? Izl> i I?LL IW q I' QOM. ?o I I :zc -i in I 1 I I i I . a 3 I ? ?- I I l ow W lZa a \ l `? a I w o (x I ® ZONE 1 IMPACT ® ZONE 2 IMPACT C&G SUNGATE BLVD BST 60' RIW ? ZONE 2 ?2" -6".CtG -- -w I ON Ct ? II 4• I I / W NI ?- III :l /, ------------ ------ II --- --__-- ?? III LL- SUNNYBROOK ROAD WIDENING ;L III ' I '? RALEIGH, NC ?w I I I ZONE 1 OZONE 2 ppE 40 20 0 40 80 GRAPHIC SCALE t"= 40' S STREAM IMPACT AREA 1 F I GURE s 3 OF 4 L ?i L?F- BUFFER IMPACTS Z a ; I I _ ZONE 1: 7627 SF a 00 ZONE 2: 2610 SF tiF I z o F - STREAM IMPACTS: 40 LF Lnw? W TCE o I`) J _j U I a I I 1 X \ C00 LLJ o W I I to 11 i W o Y \ I ° I z I I I ?- II m \ \ F, j o Z 3 ?I I I ` '` ? ? I I ? I 1 LL- ( o ? w I l of I? w LLJ N I LL I ' \ \ \\ n I LL, ? 1 ? \ \ \ \ I LLJ CC V) C) X I I 1 \ \ \ ``'! ZONE 2 `? I \ I I W ZONE I ? I ?- _ _ ® ZONE 1 IMPACT \ti ti?.? I RET N ?-- Sad ® ZONE 2 IMPACT I - _ I I ? I 40 zo 0 40 so Ld ZONE I 0z ° LEI I GRAPHIC SCALE 1"= 40' W / ZONE 2 I.tJ Z ?-- 1 a I III ;` 1 X Li SUNNYBROOK ROAD WIDENING wO I I i III STREAM IMPACT FIGURE RALEIGH, NC II I AREA 2 4 OF 4 DWQ# () 37 Plan Detail Incomplete D: ? Please provide a location map for the project. ? Please show all stream impacts including all fill slopes, dissipaters, and bank stabilization on the site plan. ? Please show all wetland impacts including fill slopes.on the site plan. ? Please indicate all buffer impacts on the site plan. ? Please indicate proposed lot.layout as overlays on the site plan. ? Please indicate the location of the protected buffers as overlays on the site plan. ? Please locate all isolated or non-isolated wetlands, streams and other waters of the State as overlays on the site plan. ? Please provide-cross seotion details. showing the provisions for aquatic life passage. ? Please locate any planned sewer lines on the site plan. ? Please provide the location of any proposed stormwater•management practices as required by GC ? Please provide detail for the stormwater management practices as required by GC ? Please specify the percent of project imperviousness area based on the estimated built-out conditions. Please indicate all stormwater outfalls on the site plan. ? Please indicate the diffuse flow provision measures on the site plan. ? Please indicate whether or not the proposed impacts already been conducted. Avoidance and/or Minimization Not Provided ? The labeled as on the plans does not appear to be necessary. Please eliminate the dr provide additional information as to why it is necessaryfor this project. ? This office believes that the labeled on the plans as can be moved or reconfigured to avoid the impacts to the Please revise the plans to avoid the impacts. ? This Office believes that the labeled on the plans as can be moved or reconfigured to minimize the impacts to the Please revise the plans to minimize the impacts. ? The stormwater discharges at the location on the plans labeled will not provide diffuse flow through the buffer because Please revise the plans and provide calculations to show that diffuse flow will be achieved through the entire buffer. If it is not possible to achieve diffuse flow through the entire buffer then it may be necessary to provide stormwater management practices that remove nutrients before the stormwater can be discharged through the buffer. Other ? The application fee was insufficient because over 150 feet of stream and/or over 1 acre of wetland impacts were requested. Please provide $ . This additional fee must be received before your application can be reviewed. ? Please complete Section(s) on the application. ? Please provide a signed copy of the application. ? Please provide copies of the application, copies of the site plans and other supporting information. Mitigation ? of compensatory mitigation is required for this project. -Please provide a compensatory mitigation plan. The plan must conform to the requirements in 15 A NCAC 2H.0500 and must be appropriate to the type of impacts proposed. ? Please indicate which 404 Permit the USACE would use to authorize this project. LZ ??????;(a? L,• _ ?,i> CAL L';L (?/C?`_? -tl.?_? ?t--?? ?-) ??? ? -?-?-. ??_)_i,`_CE , ? ? ?'?? , i.C 1):?t' ?l; ('?? , C j CL LC -4 ? (;?')LliGi,LLi__ LL C ice' EC'/?' j/? icl. ?_?? G?t C?;'tt:L.C? •-?LL? I L IL 00560646 p=@p=Dwm APR 1 4 2005 DEAR - WATER QUALITY V,MIA','DS NO STORUNATER ERAl,'CH NC DEPT OF ENVIRONMENT & NATURAL RESOURC NC DIVISION OF WATER QUALITY WETLANDS UNIT 1650 MAIL SERVICE CENTER RALEIGH NC 27699-1650 NUMBER DATE GR. AMOUNT DISCOUNT TAX ADD. CHRG. NET AMOUNT SUNNYBROOKWIDE 04/06/05 200.00 .00 .00 .00 200.00 ~.u. r,>~ ~~a~ 905 308,; 8mG W. H~hho, P& W ...903 n 909 ; MM ~,y Q W ul _.901 ~ ~i ~ BRIARCLIFF DRIVE 301 ' ~ _269 ~ e t 266.',. 1 ~S~ ~QR ~~'STRU ~ a CTION k ~ ~ A7 ~v ~ A ...267.. W 267.! MSTA p7lIJ~ ...204 !1 • EB7dl E4b % ~I N.{~' .263 K . s xes. p \ It ~ A2J -261. \ 28L U 286 ~ 2ae ~ ~ 2e7 ~ 2e7 ` ae4 ~ 288 a PoSTA P9E/1 ~ ~ Eh 87d0 ...281, ' ~ K , ~ 281 a 2T6 \ 278 ...277 277 ~ 27S A 276.: .._273 279.'; E11 221!. ..289 256=. .287.. 287 . A?~00 A'Y50 lh00 th50 tP~00 IE~50 1300 Q O $41 241! 288. _ 288_. ._236 296 268 J a SUNGATE BOULEVARD X71 CARL SANDBURG COURT Q W - N N 296 ~2 .41 O ~ h ~i ~ ~ ~ ~ ~ a 235' `~lo ~ 264,.. mm W 231 ~ ~ ~ ~ h ~ t h 251 E68 866.._ k ~ ~ ~ a ~ ~ a ~ ~ a ~ ~ m ._226 W 226'.. 24e ~ 648__, k .227 687i '264 m C 644...:. ` ~.J 684 ! 262. 662 _ r^ vl 683 2E9 240 i, ..661 661; 848 648... - ~ ` __216 ~ ~ 216 ! ,648 ' ~ 248,..:, ~ \ _.21.7 ~ 217 ,..244 644,... war ._.214 ~ 814 642 242..- ambin ~ ._215 ~y~ 819: 640 REv1510M: 840_.. ~o. wry ~ ..._211 611' 898 898_.... _206 809; 258 296 „ SCALES xsuur r . w 207 2Q7i E84 294_.. r i•.~ reircr _604 606' ,252 net~m7 292._.. ~rtr a ~a~ 203;::. . _ : _ ~ 209 , ~ 2911... wru. o ~ A?50 I!'00 Il~50 /Y~00 I2~50 t3~00 l3~50 1M00 K>~DO 1050 t1~00 lt~50 IE~00 t2~50 1300 ~iiarrrantip PROJECT DESIGN ENGINEER ROADWAY ENGINEER i 1 Jamae G j ~ Raynor, PE SENIOR PADJECT ENGINEER ~ Semir W. Bahho, PE i RYDRAUL SCS ENGINEER e ~ ~'QN~TRI~CTIQN DO I ~ Re r O~ '1 f ~ F F } ~ ~ ~ ~ ~ ti rp INHWYMYM yy{~ y 1 If11~ u tiR war, r..rra ~i !d + t ~ ~ f~~,I I,XE, 1fl I , ~ , h R ~ t CA i Y t 'l , ~ $ w o 0 ~~"J ~ ~ . ~ ~ r wP~~~ a~ tom' VICINITY MAP Nar ra scaLE D~ pT10s 1/ / ~ r „ Ir ~ ~ ~ ~ ~ 1 ~ ,i ~ ill ~ i . e i / 1 11 1 • ANNUAL PAVING PROJECTS LOCATION: FROM POOLE ROAD TO FALSTAFF ROAD TYPE OF WORKS GRADING, PAVIlVG, AND STORM DRAINAGE FOR CONSTRUCTION OF A 7I' BACK TO BACK STREET WITH GRASS MEDIAN AND SIDEWALK ON BOTH SIDES. J. RUS ELL ALLEN C~ S C. ME EKER CI M[ANA ER G MAYOR - _ _ Pearecr n% s+tEer No. suxn~e~cmK xonn xi o~ x~4 50 ' 25 0 25 5D _ 50 25 0 25 50 I S 8 300 s ~ 300 N - ~ y 290 300 290 300.... - _ m S ap? N W d . - 290 ' ~ ~ I 290 o i : ° s'. 300 300_ s ~ : I - _ - - - 290 _ _ 29D 300. .~""r~""° - - - e ~ 300 s ° 290 " ' 290 s ~ .300 ~ 300 ~ - - _ - - _ 300 _ e n ~ 300 is g _ _ _ 290 290 ~ _ _ - ~ ~ ~ 300....... ~ ~ 30D _ _ _ - - - - waraticc mn 300 _ ~8 30 a 0 _ ~ S _ I~ _ _ ID 31D ' _ 290 3 ~ 290 uaom _ ~ 8 o _ _ - m g . ~'10, ,rte B ~ p 300 _ _ - ~ 300 _ _ _ _ _ _ , _ war ~xun 310.._. _ _ _ _ _ _310 300 ' ~p = _300 Y w . 8 300... - --`;-------z--- ^ - ~ __300 ! 290 _ 290 _ ~ _ _ - - _ 50 _ 25 0 25 50. 50 25 0 25 50 1'0 1-0 iQ r s r _ PRDJEC7 ND. SHEET N0. i SUNKY9RCOK ROAD X2 OF X!4 i _50 25 0 25 50 50 25 0 25 50 ~rn~« ~ 300 300. 300 maro 300 ~ ~ , _ ~ , ~ ; _ ~ a - _ I _ WNgYBAOAC Ii0.1O I I , 300 300 300. 300 p ~ ~ w M 9 N ~ ~ ~ ri - ~ ~ & ...290 _ _ _ - ^ - - 250 SUMM'BWOR MIN ' 511' ~I ~ ..300 rrm 300.., 300. 300 _ ~ e. ~ « ~ a n .290... - - - _ - _ - _ 290 w~rasax naeo 300 _ 300 300 _ 300. 8 A " " e ~ ...290 - 290 _ sup" ~~r"° _.300 300 w'ne e ~ 8 i o m. - - „ 290....... _ 290 ....300...... _ _ 300 Sao _ _ _ _3 m ~ g ~ i ' Q n, ~ B ~ w - - - - _ _ _ ~ .....290. v ~ - ' , . 290 - _ , _ _ 50 25 ' 0 25 50 ! 50 25 0 25 50 ~p ~0 20 ' ! PRQIECT N0. SHEfT N0. SUNNYBRU7K ROPD X3 Of Xl4 50 25 0 25 50 50 25 0 25 50 290 wx~r ~wa+o 290 svxnr~ed ' ~ $ + - - _ - p / _ OV _ - 290 ~ ° , - ~ 290 280 ` ~ 280 300 300..... ..290: _ _ 290 ° - _ r ° - ~ ~ a ~ - ~ - ' ° g Py-._-- 290 _ ' - - - 290- 280 ' 280 _ _ ' eam 300 _ surwaAOarAOao 300.. ; 290 ~ ' _ - - 290 9 ~r~ ° ~ d ~ i $ ~ ° e ~ _ " ....290 ~ - - & 290.._. 280 280 . _ _ w,wmaxza xva srwa~ ~s .....,300 srrKx~rmno 300..... _._.....290 - ° 290 & - - ~ _ _ ~ _ 290 , - ' ` - _ 290._. - - - - - - - - _ : _ _ _ w I _ _ „ 300 _ wxm 300... .....290 ~ - _ 290....... u n ~ r ` . _ ~ wxwrob L.-.. . _ _.o - e I - svxMa',rar Apra ° - ..300 nanm 300. 290 ,,_m 290.._ s ~ m " ~ a _ _ _ i_ _ _ _ _ _ - - - - - - 50 25 0 25 50 ! _ 50 25 0 25 50 10 ~ 0 2'0 _ ! PROJEG7 N0. SHEET NO. SUNNYBROOK ROAD X4 OF XN i 50 25 0 25 50 _50_ 25 0 25 50 I - su~rFaao ..280. ..280.. ° o S g , wxo-raamt roa - - g ~ - S I - 270...... 260 ~ ~ 270. _ _ - - ~ - ~ 260.. ° m ° 280 g 280.. 270 wv~svoox Aao 270 ~ ° s z"son° - ~i - - s _ ~ ° N N g 270.. _ _ ~ - - - - 270....... 260 - - - - - - - - 260 .280 ~ ~ - - tea 270. 270 ° - - ~ g N. .....290... 290..- A1MM~9'WIf R'AN p i- ° ° g ~ 280_. 270 _ J ~ ~ n 270 ...280 _ N g g .....290 i _ s~xrexarana 290 280 280 ereua wxwavmr xro ~ n_ g _ - _ ~ o ° _ -..280 - - - - - _ - - 280 270 N - - _ _ _ _ - - - _ 270 ~ . ...290 syx~r~~o 290._ _ 280 280 ° , g _1 zeo_ 27a ~ - - - 270.':_ .280 _ _ _ _ _ 50 _ 25 4 25 SD _ _ 50 25 _Q _ 25 50 _ - 1p _10 20 ' PROJECT NO. SNffT NO. ' I . SGNNYBROO& flOAO X5 OF Xl4 ~ _ 50 25 d 25 ' 50 50 ' 25 0 25 50 suxnr ~noa ' ~ n7,n s,~ m 250 _ - - _ _ ~ 250. 290 ~ _ _ _ .240 _ , _ _ ~ ~ a a ~ , - - ~ I _ 250 - - _ _ _ W a ; 250. 240 i ° 240..: m. I 260. 260 250 250 summa g,~ popp a o ~ nI__ _.250 _ - - - - ° _ _ _ _ ..250.... 240 `J _ _ 240._ j - - _ i _ _ i ...260 _ _ suxnrc pan I 260 250 _ _ wk+. roa 250 ° M ° ° p iNd ~ .1 . a N w - _ ...250 - - ~ - - - - _ 25c _ 240 240 _ - I ' _ , _ _ annrrAO1o 260 ° ~ ° 260._ _.250 ~ 250_ N e o a ~ a'. ~ SMN/8NL( 8110 ...260 ~ ~ _ 260_.. ......250 ss~uo _ $ $ ~ 250 ° ~ _ S ~ - _ - - _ a a - _ _ _ 50 25 0 25 50 50 25 0 25 50_ 1~ _10 20 U a ~ :,,.~5~ l ~F \ry^T C4J1_ 8 R (`j'~YA11. PR3/EC7 N0. SNEET N0. SdNNfBROW; AOM X6 Of X(4 50 25 D 25 50 ! 50 ; 25 0 25 50 ~,~w 230. i svxxreaar ~b g ~ ~ 230 . ~ ~ o ` ~ A 230 a a _ - - - 230.. 220.. - 220 w~rec mao 240....... 240 230 I ~ ~ r $ 230 ; m ~ ~ 0 0 230 w $ r ~ _ _ - ! 230.. 220. _ - - _ 220 wxvraa~na rob ..240 sux""easoor~o 240 230 ~ ; ~ ~ 230 g $ ~ _ ~ ~ _ 230 - _ 230 220. - - - - y--- - 220 _ _ . _ _ _ _ _ wxwe u~ eon _ ....240. wxvrndo ~ 240 23Q_ 3 ~ 230 Y A . ~ C . ~ ~ R _ 230 - _ ~ 230 - - - - - _ _ , ww~rc xa!u ...240.._ _ - 240. _ 230.__: m ~ N ~ ~ ~ - - ~ ~ ~ _ _ 230 ~ ~ _ ~ p a _ - - ~ - _ - _ ' surxrc xaio r~° - .240... R ~ - - - ~ ` - 240 230 ~ ~ m _ 6- ~ . , _ ~ - 230 _ , _ 50 25 0 _25. 50 _ _ ~ 25 0 _ _ 25 50 1q 1a 2Q f3 \ UO \CT C:'9E cep i'4NSB`R`~^.TflOh ~ Pt~JECf N6 SHEEf NA SUNkYBR001( fNfd11 X7 OF XJ4 50 25_ 0 __25 50 ! 50 25 D _ 25 50 ~ ~ _ _ _ 230 - - 230 _ - j ....230 ~ 230 i ,r4sn, , , ..220 - _ _ _ ...230 ; ! & ~ 230 . - ~i; ' i ' ~wsm"a° ; ..230 230. e ' x; ~ ~ ' ' fl _ _ ....220 ! 220 z3o e m _ , ---~V`__.----- __23a _ _ ~ . _ . _ _ . ~ .2~. ~ .__.220 _ , . _ 220 230 _ , _ g_. 230 ~ _ i_ - _ _ 4_ _ - - - _ _ _ _ _._220. _ _ r _ 220 i ' - _ _ _ _ . _ _23D _ _ . _ 30 ..230. _ - - _ ~ g + _ X30 _ _ c s _ - - - - - ...220 ! _ 220 220 - - - _ ~ - - - - _ - - - - - - - - - - _ ~ - _ _ _ ~xouo u~gcuo ._..230 _ _ _ 230 ---._230 p _ _ _ _ ~ ~ ~ ~ ..._.220 _ _ _ _ _ _ 220 220 - - - - - - - - - - _ - _ - _ _ _i-~~. _ - 0. . _ . _ . _ _ _ _ _ ,.M 50 _ 25 Q 25 50 , _ . _ _ 50__. 25__ 0 25 L_. 50 _ _ 10 1`0 2,~ ~~T ~~sm~n~r~~: I ' Pr+arfcr qua sr?~er rro. wntnsetnx ~aao xa ~ xw 50 25 4_ Z5 _50 ' 50 25 ! Q 25 50 ss~raar rxua ! ' ' I suxwmao ' 8 ~ 240.... - 240 250 ' 8 x_ a 250 , \ $ ~ w , m a ~I i ~ r ~ [ ~ s 250 ...250 i m _ - ; - a ~ 240 , ..240 - _ . 250 su aun Q _ _ , i a n r - n ! , I ' 240.. - _ _ _ _ 240 _ g ~ ~ roa I _250 _ 250 1 _ .~/M/ _ . 240 _ . 240.....-_. _ _ _ _ ~ _ ~ . 1 _230_.. _ _ _ -__w_. 230 250.,, ' ' _ . _ smmav~c~wn 250 _ ° , ~ - - 240 ~ _ _ - - _ - - 240 240... _ suxrr avo _ _ 240 _ _ ! _ _ y _ _ ti ~ _ - 230.__ ~ _ _ _ . _ _ .230. _ 250. ' _ _ _ _ _ . _ _ 250 . _ _ y--,- ~ - ' - _ ~ ~ ° 240 ; ~ T_ _ ~ ' ....240 24D .240.... _ _ ~ SIINMI ~~/SNO, ~ r.__ _ _ _ I rAMf/ BAWD _ I _ 230. _ ~ ~ , _ _ 230 . _ _ _ z40 _ _ _ ~ R_ ° - ~ .._.._240_:__-. 0 _ 50 25 0 _ 25. __50 . 50 _ 25 0 2 1 _ , '0 10 20 nn ~;vaT o~~ rcx c~essa~xucrl~~a ' PA0.IECT X0. SNEfT N0. ' ' ~ SUNNIBRQOK ROAD X9 ~ X14 50 25 , 0 25 _ 50 25 0 25 50 260 ~ommm'O 260 _ _ , , ~ ' ...260... slxa~aaoar nua 260 : _ _ - - - - , ~sam r r m R_ _ S - ~ ~ 260 i w,ro E 260 _ ,rsm _ Z; .....260.. ' _ 260 ` - - ~n6 z. ; ....250... - - - _ - - ! _ 25D ....260. _ 26D _ 260 AVM 260 ; swx,,ian , a _ : - - , - ~i ~ _ ; ---n__ ~ _ . ; . 25D~, ~ ~ _ .25D - _ _ _ - - _.260.._. _ _ 26D r_. _ - ~ _ _ r_ _ _ _ . u _ . g 250_.. _ _ _ 1 ' _ ~ _ _ _ _ - _ _ J _ _ _ 25D . _ _ 260 - 61M0.~Atg0 26D . ~ ~ _ ~ _ _ _ _ _ 25Q_ . _ _ _ . _ _ ~ ; 250_ ~ _ _ 260 _ . _ Rai _ 26D waraaour nwa _ _ z~s S 8 _ _ mrup._ - _ , _ _ ~ _ _ o ~ _ - - { ~ 25D-- _ _ r._ _ l _ _ Y _ a _ E_ _ 250 _ . . R ~ !61/0 I ~ ~ $5D _ 2fi0 4 suvM. _260 ~ ; a , a + - _9 r_. _ _ _ ~ i ~ - _ _ 5Q _ 25 0 _ _ . 25 _ ~ _..50 . - 25 _ 0 ! 25_ 10 _ 10 0 _ (x~ PNOPOtEa ECfY OF PAMEIEpT - - - - - - _ E1aSTpa PPE ~ f1AE XTdMINT rI - . EgSTNO mat OF PAVEIrMF PROPOBEO PR ~ IMTER w4.YE w rH 0 PAOPOS[a t711! Ct GUTTER pTC11 ~ TER . - - - - T ~ GUTTER glftK O WTER IETFA Ip3 116 t%Ilr - - - aaPE wT R7lT r~N roods ~ 9PAtNQ.ER ~o ~ FAR CnNSTRUCTION w ~ DO Id~~ - -T- - -T- - 81.aPE wT tiRMlrTIDfI ARG1 - - - - PLNITm Mu r uvaaclfm Mu ® !Yw sEVFA p,ENrvur --7t fE1k~E ~ CtMiTIEL fdNT ~ fE9 p sir fEpCE 0 sews •wce GIT(Ai itRiPl ray ~ _ . - . - . - . - . - . - ERBTN6 EA9EtERT p n~EE ~tu oROP R~Ei ma EfabTN6 RGxT OT rer p TatE WMAC •1Pf oTOR PRR faun ctP% TEIPORIRI' aaeTRUCTR>M EbEnEMT • ror~A PO,E []us uT4ttr tbR ua TCE DE PERYN[NT oRRwwE EMEYEMT y an vmE ® TEltl7dr IN PROPOUO RTirt a r~r B 7ro+rct'oMER ss- PROPOS<o awt sErEx lT; 0 !aa / ?Ma Btpc - - - - - - - - - u- - t1allTN6 sAn ttErER itE m TEI. Pm ova uE - - - - - - - -w- - t~asrxo r~rEw uc vROPOSto rATER uE Q D Q ~e ~a° k Q H F' ~ ~ C~ yZ~ 4 U W D tWi1 Q O D a pv W ~ W~ Fs. " 4 0. V " ~ TYPICAL SECTIQN - 1 WITH ISLAND AND ~ SIDEWALK (BOTH SIDES) tNOT TO SCALE? R/W R/W arcr 90' uaP rca~ aeP p[0aa) Wt AA ~s, ~r os~ RFVrsr~s J3' 35.5' Pro. ctrE a, r s' sa' sa~ >x s ky as ua' Tr » >,a' zt~~ .2S"/ii .4Y/f ~/fT D .9!"/fT .tY/fT .ZS•/fi soErxR-- "-~r+~ ?yam SCALES r E p T xECar...°- CDMPACTED SUB CRADE scat...... fl~,lECT 0 E f or tau - ~t 3" S9.5 4" tt9.0 8" ABC sxtEr RD. t1RArING atenrrP.eP~ I L Pd'?~t~iC~.'~ ~I,.~~~ I r,~ ~c•r asr; raa r:~tsr~ecm[;~n i _ _ . ! PROJECT RO. SHEET NO. ' - } ' ~ ' _ i_ ~ ~ ` ~ SONMYBROOIf ROAD XIOOF Xl~ _ 50 , 25_ 0 25 5Q 50 ; ?.5 0 25 50 250 _ waaet~a ~ 250 uoom ' ~ ~ ~ w , , e, _ ac _ _ ; w ' : ......250 _ _ - ~ A _ 250 240 _ _ - - - - 240... N n , .250. ~ _ ! aaMrrorn 250 ' «esro ~ : m - _ _ _ _ _ _ : 240 250 ' , ~ 240 _ r - ~ 250 'i , 250 , ; wMwa~x ~n 250 ` ~ _ _ 1` ~ d , - ~ 250 ' ~ L a 250 240 ; 240 . mo~A~ ..._260 26(1 _ _ --250. _ 250 suwaeaar nca ; 0 aa;m ; a . ~ _ ' ...._.250. _ _ _ _ _ _ ' 250 _ _ _ _ _ _ r ~non 2sa _ _ _ ~ 2so _ z50 ~ ~ ~ _ 2,50 ~ - anawar awo ~ a _ _ _ _ 3 a, _ . s _ _ _ 250.. - - _.260 i _ 260 . -ZJQ ` ~ . , _ ~ ~ . _~l a,- 250 , a ai ; _ _ _ - _ - ~ _ a0 i _ ~ 25_ Q ___25 _ ' 50 ~ _ ~ 50 25 0__ __25 _ 50 10 10 2'0 ~ II{8 ti{5T GSc FCF1t COR'STRtiC'"tUN ~ ~ ! PRlUEC7 N0. SHfET N0. t i ~ ~ ~ SUNXYBROOX l~/D RiIOF XH 50 25 _ 0 _ 25 50 ' _ , 50__ ! 25 0 25 50 i 'wMra"aw 250_ ..260 - ~o ..250 _ ; _ - ~ 2&0 n _ _ ~ _ ~ ~ ~ ~ ~ ' I _ 290._ - _ ...290 _ ! - - _ - - - - - r ~ - i ~ h- I I ,j ' 260 2&tJ_ _ ~ ~ ~ ~ ~ 250._ 250 .....250 _ »aom _ 250. ~ _ ~ M _ 290 290...... ' ~ SUMRd70R5 AOM t ' .250 - ! ~ ~ 250.... - - suwn ..250.. _ rro~o ..250 - a ~ ~ a s a, 24D ,.....290_..... _ . _ ~ _ - - ~ nan , - _ . _._..250 . _ _ ~ . _ _ , > _ ~ _ _ _ . _ _ _ _ _ . 250..... _ _ _ ~ ~ _ - _ , _.250 ; _ _ w.,.aaw,wa . _ , . _ _.250.... ' ' _ _ n C b 290.._ ..-250 ' _240 . - 250 _ ---L__ - - - - - - ~ ~ E ! g, , _ , ._---i- - - __240. - - - _ i. _ 90. _ , - - _ _ . _ aa~rr,~ua 250_.. ._...250 , . - _ _ 250 ._...250 n ~ ~ .290.. ._.240. ...290 _ - - - - - - _ t 50. _ Z5. 0 25 _ . 50 _ , . 50__ _ . .25 Q _ 25 50 _ ~o __.~o Zo ~ rr wsr: ~~arr~rxtic~•QOn ' ' PR(UEC7 N0. SNEEi N0. ' SUNM'HlBAV( ROAD X12 OF Nfi 0 25 ' 5Q_- 50_ 25 0 25 S0 50. 2,5 fl°"° , wxxrna~o ~ ~ 8 _ ~ ~ _ , 270 ~ 270 280 - " 280 - I su gs~nora _ ..270 270.... - ~ 6 ~ . E ~ _ . ~ - , 3wMr ~rtuo - g 280 , _ _ 280 , sMUr~aao 270 _ _ 270 _ s , a _ _ 270 280 ~ ~ 2aa 270.._... _ _ N - ~ _ 1... (J[~ . 260 ~ ~ . ti.._ ~ _ _ _ _ - 8 270. I _ . _ : 270 . _..280 _ . _ _ _ _ i 280 _ .260 ~ ~ - ~ - - a _ _ _ - _ _ ~$UM110iA0d A1A0 _ , _ _ a o SUkB'BidG~ fl0A7 s . _ S - 260... 280 _ _ ! 280 , _ 260. - - - r- ti. - . _ _ . _ a - ~ T_ ~ _ , _ _ - J_._. - - _ _ _ _ _ ; ._260 ___280 _ . , . - _ _ _ ~ _ 260 _ _ _ _ , 28D ' g ! eaew ` S ~ ; ~ a . _ _ e - _ . - _ _ 270 270 _ _ 50 _ ! _ . I. 5Q _25 0 25 . ' S0 _ . 50 _25 0 _ . 25 , ~4 2a so oes; e~nzt co;aszar~rrrun ' ' : PIt0.1EL7 N0. SHEET NA SUNNYBRGnB RO?D 813 OF X14 50 25 'r 0 ! 25 50 _ 50 25 d 25 50 ~ _ i, 9 ~ ti y 280_ _ ---Sr-_ ..280 280 _ ~ 2 _ 80 _ t ~ ~ ~ ~ ' a , .....280 - - - - _ zao ago _ ! ~ Aso SUMMMppC AGtl a : 280 280 280 - - ; _ _ pq. 280 ~ - - - Y ~ . - I 3UMAM~IY R]M ~ ' IfY5L0 _ . : _ , . 1. '9MIMA616 . I. c - _ ~ _ 2ao __28n . _ , _ _ 280 _ 230 _ _ _ . _ _ _ _ ...290 _ _ ~ ~ruu m _ _ _ g ' - , __.280 .._....Y _ _ w_ Aso _~eo _ _ X80_ - _ _ - - - - _ _ _ -___-~r _ _ ~ _ _ _ ; _ _ s, 280 ~ - _ _-tea ....___._280 _ ~ _ 280.. _ _ , 25 ! 0 _ 25 _ _ 50_ _ ! _ _ ! 50. _ 25 _ 0 _ _ 25 _ _ . 50 _ _ - ~,0 10 0 n~ vcox ~,sN cnNSTa;;cr~a~h - I PROJECT N0. SNEET N0. SUNIfYBRP7K ROAD Xk OF XM 25 i 0 25 _50 t 50 ~ , ; 280. ; _ ...280 _ w, ; 6i , _ _ _ _ . .280.... 28D _ - wansr Haul ' - _.:.._28.0 L . _ _ _ _ 2sa ~ _ _ 7 _ . _ _ _ 2&0 28Q_ _ ~ _ . _ - • ; 25 0 _ _ 25 5'0 DO `i6T p$B Rb1k CONSTRL'C9'ION WiY.VECT X0. SHftT N(J. : ~ 541HNYBNWX RUAft XIS Of XH 50 25 Q 2J 50 ~ ~ i.. ~i 28Q _ _ ~ _ _ , 28Q _ _ g a T ; ; ~ ~ ~ ti ~ , ~ ~ _ _ . _ _ . r. _ 7lRS00~ ~ ~ - - ~ ' 280__ . _ ~ _ _ ti _ ~ . ~ _ . 28U.. _ _ s ~ $ _ - - , . a 280_... _ - ' _ 28Q . _ I ~ . _ _ _ _ _ a 280_._ . „ , ~ t _ 2AQ 4 _ _ r~~ i Q_.- CJ.. _ ~ _ COANUTEO BY: J!R OATE: l-a-2005 pppp~~p~~fry ~„y ~Ny A 7~~~ry~ ~Jl 1l ~ ~ll ~~~Jid JL~JIIl qe~ CRECI(E08Y: JLA DATE: J-8-2005 } 7~ ~~T S{r~ R CON STRUCT ION LIST OF PIPES, ENDWALLS, ETC. (FOR PIPES 84 AND UNDER) x c~ 31 ~ A9~EV IASIQI3: ihend b 3 3 1:E~ - . a $ ' c.s. cwrcx BASIN N.D~1. MIPADw OACP INLET ~ E ~ib 5 ff Y ~ o.l, mmP IxEEr b d ~w ~ g ~ R N.u.l. IEDIAx DAOP IxLEr 0 d b CLASa [It A.C• PIPE ~ - pqpq # a Y a ~ Y.O. I. fM.i.l YEOIAN CACP INIEi IUhlESS NDTEO DINEAMlSEI ~ lINEAA OF y it IHAAAOM SlOrI PEE7 ~ ~ ~ W J.B. JDNCi10N 90M „ I d ~ ~~a A a ~ ~ ~ ~ ~ g ~ [ Y.N. YANIM]lE ~ ~ L°~~ ~ ~ ~ 'o P d ~ ae.o.J, m~ICeEwnlNCUnoPlraEr i.6.J~6. iAAff It REWIND JUNC7ICN BOM , , 312E - V 12' 15' IA' 2A' JD !a' A2' IB' Sw' flA' 'h ~ ~ ~ ~ ~ ~ j O ~ ~ ~ < d a ~ 111~~~777 - S d ~ y g ffi AEMAAN3 -L-,5+95 LT , ~ a -L-15+95 LT 1 2 289. Di 289.68 11 -L-16+61 RT 3A -L- 16+61 LT 3d 3 291.40 290.41 4D -L-16+61 LT 3 -L-16+6] lT 3 2 290,16 288.6& 5b - LT 2 I L-15+93 -L-15+95 lT 2 OU 288.48 286.31 92 -L- 21+15 LT 4d 21+15 Ri 4b 4 281,&1 280.86 38 I ~ Ewlsnxc cs -L- 21+22 RT 4 _ I AETAIN Ex I3TIND PIPE -l- 21+22 RT 4 5 279,72 212.89 i -L- 22+65 li Sd EAPANa Ewtsrtnc sINCLE Ee Ta oat ca + -L-22+65 RT SA 5 289,01 214.29 38 NETAIx EM[STINC PIPE 22+71 RT 5 _ ' EMiif[Na CB 22+71 RT 5 6 ~ 272,69 263.90 -L- 24+00 RT 6 {-24+00 RT 6 8 263,70 236.80 296 -L- 21+00 RT 8d -L- 27+00 RT 8b 8 236,00 235.00 20 Q 21+00 Ri 8 ' Q u 21+Op Ri B 9 234.3D 229.37 9S O ti 28+00 RT 9 w w 28+00 Ri 9 id 228.66 224.59 I 95 ~ y z 29+00 RT 1D ~ ~ ~ ~ ~3°z 29+00 Ri 10 12 224.39 219.30 150 i j 2 - + RT 14 ~w~ { 31 30 -L- 31+30 RT 14 12 220.80 219,20 10 ~ ~ w ~ ~~yy ~~ro -L- 30~ RT 12 t-L 2 a ~ m 0. -L- 3D+55 flT 12 ~I 219.10 218,95 42 ~~.J WL 3a" PIPES ~ Q. °``a 00 ~ti 21+00 lT 1 oat ca ~ ~ d- 27+OD Li 1 11 1237.00 221,94 340 ' 31+3o LT 13 -L-31+30 LT 13 11 221.08 220,69 11 -i- 30+49 LT 11 -C- 30M5 lT 11 OU 220.49 220.40 20 I -l- 31+3p 211.95 211.10 135 aUAT INYENr 1 PWi aELO. 37AEW AED DATE: CADD TECH: RLP CHECNEO BY: JLR 'L- 32+10 RT 16 E%PAND Exisnno slncLE De ro oeL ce REVISION S -L- 32+TD RT 16 OU 216.03 213.63 AETAIN EAlit(Xa PfIE N0. DATE -Y- 11+64 LT 22 ENIai INa CB -Y-11+64 LT 22 21 249,68 249.42 40 SCALES escuE: -Y- 11+64 RT 21 Excsrrnc ca VSCALE: -Y-11+64 RT 21 19d 248.91 241.93 24 AEntx Ensnxc PIPE PROJECT I 2002-013 TOTAL (PAGE 1 1 78 B4 391 287 13S SHEEi No. 3 oeAwlNo PlDeioblei. wl0n COk4D1ED BY: JLR DA7Er 7-8-2005 ~Ry 7~n~ ~~E~}(Y (A~ ~~ryry ~I~EQ/'y~gp~g~ E 'L./~~ JL ®JL AL V.1111W 1U JLtY 1L Jl ~ ~ LNELNFO BY: JLR DATE: 3-8-2005 /~L N V~ ~~M~ 0 PIPES END ALL ETC. FOR PIPE ~NSTRUC LIST F W S, { S 84 AND UNDER ~50~ x g1 $Yd IBBAEVIAIICHSt gE{799!~ a iIYCF - Y Y C.B. CAJCN BASIN iiSEEfiF~ a a & y ~ x.o, l~ xARRON eNro IraEr g ~ IN j °n n n °n ~ ° pal. OfiaP Iw.Er 0 F~ ~ d ~ g i ( Q M.C.I. LE91AN oRfB IWFi CLASS SII A. C• PEPE m LINEAR ~ ~ ~ k p t Y N. C.I.IN~5,1 IECIAN ORfd INLET - ~ _ ILWIESS tk1R0 O711FAMISEI ~ I~ INARRpY N.pil ~ ~ FEET ~ x J,B~ JIMCi1CM BL% N ~ ~ ~ ~ A B CJ~ ~ S ~ uW Y.H. NNAIpLE 6 wpm ~ ~ ~A x J'i w P d ~ i.B.C.J. iPAFF IL BEARING Ofltl' INLET 1.B.J.B. iflAFFIL BEARING JIMCi ICN BC% 8^~ m z I ~ ~ ~ $ ~ ~ I ~i4~ 5¢E Ix^ Is° re' 1R• Bc JN' n' Ae' EA er ~ ~ ~ h 9 ~ ~ 5 ~ ~ 3 ~ r B g I ~ e L y j~ a ~ ~ a S ~ G ~ ( V B ~ AEYAANS I + 7 L 3 1t RT 20 Q.I -L- 37+it RT 20 19 242,46 242.13 67 -L- 37+11 LT 19 -L-37+11 li 19 19A 242,00 241,9) S I -L- 3}+it Li 19 32 AEYOYE NwINU PIPE ro coHSmuLT Je -L- 37+iT Li 19 19 24113 239.96 ~ RErxw ErISrIHB PIPE -L- 36+40 LT 16 CONVERT ENISiINC CE N JB ktiN WC -L- 36+40 LT 16 11 239,56 232.10 136 -l- 35+00 LT 17 -L- 35+00 LT 17 15 232,50 218.39 210 -L- 32+25 LT 15 -L- 32+25 LT 15 OU 217,99 211.17 IB -L- 43+14 Li 23 I 43+14 LT 23 23A 235.80 234.20 24 -L- 43+31 LT 23 I OAL CB -L- 43+37 LT 23 25 233.10 233.25 24 i ~ -L- 43+59 ~T 2fi _ E%f9TIN0 CB -L- 43+59 LT 26 2} I I RETAIN FNISTiNO PIPE -L- 46+50 LT 31 ~ EMISiING CB P.- 46+50 LT 31 27 253.64 233,16 i ~ { AE7AIN iNIBTINO PIPE -L-4b+50 iT fN 2l 230.44 223,19 ~ REtAIN FNIETINC PIPE Q -L- 46+50 LT 21 I ~ v EMISi[NG CB O -L-46+50 LT 27 25 229.91 228,24 I RETAIN ENISii XC PIPE W lLI -L- 43+3B RT 24 i ~ z 43+39 RT 24 25 233.50 232,90 25 ~ a ~ -L- 43+6} Ri 2S I I ~ ~ 3 2 -L- 43+61 RT 2S OUT 228.09 22}.53 32 32 1`-Jl t~ O ltJ W a C7 ~ awuT Z 4 W ..~,4 W Q0.-. ~ 4 a n ~ ~ti ~ I I OAiE: i CADD 1ECH: RLR CNECNED BY: JLR REV(SfQNS NO. GATE SCALES HECALEJ NBCALEr TOTAL f PAGE 2 J i45 406 16 32 64 TOTAL f PAGE 2) reo,iECr TOTAL (PAGE U zao2-017 TOTAL f AGE 1 1 182 64 391 281 13S GRANG TOTAL 921 490 409 2B} 32 135 [ 64 GRAND TOTAL sNEEr Nn. 3A OKAYING Plpeip6l62. LIDO / t+ricr mlit ainw J+®PP L APTnoe, PE .a .3 v •5 / / / ¦itn Areer Draw I ce rGP ELEV 36L01 arGP ELEY 3ro37 CB 1GP a.EY 301,93 W Tlp ELEY 30330 ~ / / NORTH rY a PRpI 8 N2.M NY N aRGY w GB Ptv a FRGY w Yro.a PN w cXg1 i ELEY 29D.+9 , . +P3iT Bimir W. BRhla F& NY N FROY i 294.61 PDi OUr 40 E GD PN OYi TD E 29J.SS PN Wf 10 E 28931 / / 04 ~ r Pfd GUI 10 E Y82.Y9 ~ r ~ air • RxP+M. ~ /p ~S~ FaR 6 ~ ~ C STR UCTIO ~ N ~ s BEGIN CONSTRUCTION ~ / i MORNING STAR YISSIh+ART f STATION 72+56.72 / ~ WLRY x.iaOER BAPnsT cNUacN gLE { ~ ~ ! j ~ 32 9 POGL RD A EIGx. ~~27W61r0-~Yd57 MAY N d" ARVYZBAwIH~ /P~ / ,fy~~ ~ RALE IGx, NC ITdtO-Y879 iAY IG An GG9a09 ~ a j ~ iii / d~`~ TAX ID ¦t OGrdT11 5011 1965. PG iT I / ~Q~ / ~IJ / SS YN ifP ELEY 7d8.W ~ r '(J / ~ N VTADroYI N 771,E I "m + /sd ~ ~ au ,-F to ~4 ~ ~ ,e. o ® / SGUTxERN BELL TEIEPIIp~ d + '1 ....Q , ~ -F 1 ® / /.A' ~ fELEORAPw GO t O - _ _ - - _ G Q r~/,A' y 1 O 1t35 PEA6tTREE LN t1~iltSxG91 - - +xA wBOD N 0 hl8 ~ 1.. % ' ~ ~ ETGC x28~~ LANTA.CA 30309-1849 U23" r PiLS f { r f ~ TAX 10 »t 0738153 ,~C p ! 10 r / eq 1 - sf ! EOSI ~ / ~j f ~ ~ 1 ~ TIt~VM1T" - - -I- ~-t- / ~ d MO •1aT11ATR cC- ^,e . I~SLL a ~e aua. to ~ ~ ~ / ~ ~c ® ~ ` a f... T~ PDE tCE f ~~R: r. e V _ Rrd m t- l l ~r N / I /®r r PP - _w . ~U_a,-. RD ~R/W V ' I / i' TCE I ~ y wKN # - I i r ~ TCE / r / F / ~ f r. , ~ ~f ~ f 'rood / / ~ \ d " ~ f tC i / r .Jf ` ~I r / 0 ® C ~ ~ I o 1 f A' / O 1 ~ a..i°°PiAr 1 ~ , Nii~ ~ IAIbREY A. GENTON /f" L'd fOP 4%032 ~BiM:111' 1 ~ -,S NV a ctl~ii .20932 \ I I slRn+reROGx RG 1 ~ 1 i n aRAVn ~ m Gar rG c 2MST . I ~ d boa , RA E~iw+. r~ YTd,o-Yeso ~ ~ I r ~ m a°r I ~ ti ` ' ~rAZ to Ln W4Yad q.r}~/ / 1 y~y BL81 9961.PG 901 ` ® I UY21A. I I ~ W ~ ~ I / f LATERAL "V" DITCH ~ I 4 ® J AN G.•IiI d ` I •4 7+ D.00 NEABERi N. d JACOIIELYN a ~ 1 x. IN r ~ f T 1) • Yt' A, t LIYEMIAN ~ YzYN'i ~xrt~~R x, sr I tAY t I d ( SEE DE AIL -e-~ t~E ~Ef 8) 5L9 wwYSROaI RG I RALEICHe Nt 2TBtY-PT6G~ J~ I R RALEIGH. NC 27810 4056 ` ! xAMCr x.G06rlN raz IG i/ oG9YaT 40 20 40 BO Q ®1 SLGPE EASEYENTGIIN'BGRWTILT~, ! YAYI rtNTi711x 5T ! ~ -R- ( p' MAPS 1997• PG. t:169 I RALEIGH. ME Y16fY-AT60 ( 1AX 10 n OGTB7A9 I ~ ~ ~ _T + ti _ _ r _ T _ ..~._.I I_ , _ , I_.._ CRAPN iC SCALE 1 40+ . ~ _ . _ ~ r.: ~ _ _ . ~ u ~ ~.__~._.c;_._..~: G, v7. t~_. a o ~~n::_ _ e_ rte. ~ s~ _ x~ s._:_az° ~ - _ ~ ~ ~a ~ w _r. ~ :a n ui ~ m ~ ~ . s". ~ _ ~ ~_~..~aar_: o~__...-....uz.._~. .N_ c.._m._~s~ .m___tr _~_._~_ty-__,. ~ ._iv_: ~v_~'~ _;~_~a,:,_ ,r~ _,~.-n, °~.;ra___.~_ n_- , ci N ~ .,,.._t. . { . r'...».. ~ O,P. ....G~ t0. L._..l~ . _ - _...N-__'~_ N N._,~. ..1~1 C} -a' Ml,,... .N. 1~.. ~7 V~ h. {p tG ~ _ .__13 __~.___o_ -.4. _Si_..wci~ . o o _a_.__o G+ sn o' ~ ..sH ~ s! .w .w~ di_ ~ ,~E{_ _a~. o+ m. _m y~~1 .p~ of m ~~11. ..m ~L :4s... cG_ c x7 ~ ro m as ~ R•) 27 -CL. rl - M. ~~77 _ ~ _N .....N.. N N__.~ .....L~ _N.~_ __L11--. N N. _..._d. ~._N..... N~ .N N N._,... ..SL__-N.._ AL....... N. N. N _w_ _ _ _...r _ ~ ~ _ _ _ _ _ ( ~ _ ~ . W 3t2 _ _ ~ w. i __L - --~~-x-- - - '~L .r_ _.Y.„.~ ~ __L-.- N i i. _ t t. _ t ~ ..308.. ~ ,L _ tA- , _ . ~ -x } _ e..,.. - `-r' - _.30 a _ i ~V r.. 3A4. F ~ _ ~ { i JJ .L. ~ ~ 4 ..vim , "I" _ ` 3 ._3DD _ _,r..F _.._p__ a._{ i~ _ ~._.p - .300. ~ ~ L ~ 1 29.8 __1___ ~ - _ - y~ ~ k ~ e w, _ _ r _ ..W. f_ _-.7-_--F . -"_f 11/'j l.i:'F-+•.•R.IR. -..._j. a.. - ~ ~ -.292._ - _ ~ _ _ - .,Z9 J ..r ~r..._ G-. - I _ . _ _ _ _ _ ~ I - . _.288 _f .._i , ~ _ _ 1 i r _ _ _y_ _ _ __J_ r. - _ _ . _ ~ r 1' ~ ~ ~ ~ r-'~-y-~- f.,. - i ~ _ _ a._ _ . _ _ _ _ . _ ~ ~ _ . ~ ~ _ ~ q - -t -..l._ _ N t r.-28~.~ ' _ _ _ ~ _ c ..2~ ~ ~ _ _ _ ,T _ _ a_ _ d, --P - ~ r ~ t q _ _ r ~ ~.._._..r -~Ry'- - V T ~ _1 -y _ _ _ t ~ _ 7 _ , - ~ DETAIL 1 - - _ . _y_. r .2.1,6.. LATERAL V DITCH _ _ _ f Not to Scole) ~ _ v_.. _ 2,72 _ - _ J r _ - _ _ , ~ _ . - MiE+ ' PIIO f10n tl _ . _ _ u a_ I _ _ 71imm Ju r - oulder round Cll E31 ~ ~_.qt ~I-- C71 ~ c0 ~ ~ ~ . C' P Ky e}! ECt , ~ ~ ~ N - D ti - ~ _ _ ~ _ ~ REwsroNs 2~.4 _ _ _ . ~ ~ - ~R= ~ ~l _ ~ N ~'1 ~ R= . . ~,.~_t~_._cy _ ~-tV. ~4-=- ~ N 2~4_. _v! _ K1._ ~1... W ~.I 5. ~~5. 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