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HomeMy WebLinkAbout20050901 Ver 1_Complete File_200505254 It N Craig Davis Properties Real Estate... Vie Mcke the Difference Mole Dedimtion Honesty U,no.c^on Imegnl' Ouutity Respect Responsieness Synergy Team Concept 940 NW Cary Parkway Suite 101 Cary, NC 27513 Telephone 919.678.4301 Fax 919.678.0801 sr?ww.orcigdovisproperties.tom SK)R! 26 August 2005 AUG 2 9 2005 Ms. Cyndy Karoly 1OW403ANDWATERSTOPJMATER BRANCH Water Quality Section 1650 Mail Service Center Raleigh, NC 27699 SUBJECT: DWQ Project #20050901 Durham County Dear Cyndy: I am in receipt of your letter concerning the referenced project. Last month we advised the US Army Corps of Engineers that we had revised our plans to avoid disturbance of any jurisdictional waters, thus eliminating the need for a permit. I assumed the Corps would advise you of this and apologize for any inconvenience this has caused. Please call me or our agent, J. Mack Little (919-821-5645), if you have any questions. Sincerely, DD Jim Schaafsma TMC Associates, LLC PC: Mr. John Dorney cc: Mr. J. Mack Little r- ??F WATF9Q 6O G ?' r O `C 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 August 23, 2005 DWQ # 20050901 Durham County CERTIFIED MAIL - RETURN RECEIPT REQUESTED TMC Associates, LLC c/o Mr. James F. Schaafsma, Craig Davis Properties 940 NW Cary Parkway, Suite 101 Cary, NC 27513 Subject Property: Triangle Metro Center South NOTICE OF WITHDRAWL Dear Mr. Schaafsma: On May 24, 2005, you requested a 401 Water Quality Certification from the Division of Water Quality (DWQ) for your project. We wrote to you on May 24, 2005 discussing concerns that we have regarding the design of the project and stating that it would be placed on hold for three weeks giving you time to address DWQ's concerns. As of today, DWQ has not received a response to this request. Therefore, your file is hereby considered withdrawn and will not be reviewed until DWQ's earlier concerns are addressed. Once you have collected sufficient information to have a complete application (please see our May 24, 2005 letter for the missing information), you will need to reapply for DWQ approval. This includes submitting a complete application package with the appropriate fee. Please be aware that you have no authorization under Section 401 of the Clear Water Act for this activity and any work done within waters of the state would be a violation of North Carolina General Statuses and Administrative Code. Please call Mr. Ian McMillan at 919-7154631 if you have any questions or concerns. Sincerely, cc: Raleigh DWQ Regional Office Raleigh Corps of Engineers Central Files File Copy X?)o ' )ly, Supervisor ght/Express Revie? Permitting Unit Filename: S:\2005 Correspondence\05-0901 Triangle Metro Center South (Durham) Withdrawal.doe 401 Oversight/Express Review Permitting 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.statc.ne.us/ncwetlln(is Noy` Carolina Nfimally An Equal Opportunity/Affirmative Action Employer - 50`7o Recycled/10% Post Consumer Paper c'DF W ATFR O qr_ 0 ? O?O? W AT ?9QG ?a IM Craig Davis Properties Real Estate...lhe Aioke the Difference Balance Dedication Honesty Innovation Integriy Quality Respect Responsiveness Synergy Team (encept 940 NW Cary Parkway Suite 101 Cary, NC 27513 Telephone 919.678.4301 Fax 919.678.0801 vi w.traigdavisproperties.com 26 August 2005 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 August 23, 2005 DWQ # 20050901 Durham County 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 o ?=? Lg p D Ms. Cyndy Karoly AUG 2 9 2005 Water Quality Section DENR • WATER QUALITY 1650 Mail Service Center ?ti'er1r,Nasn?,osrot?ts„ ?>?tt6?u„cH Raleigh, NC 27699 SUBJECT: DWQ Project #20050901 Durham County Dear Cyndy: I am in receipt of your letter concerning the referenced project. Last month we advised the US Army Corps of Engineers that we had revised our plans to avoid disturbance of any jurisdictional waters, thus eliminating the need for a permit. I assumed the Corps would advise you of this and apologize for any inconvenience this has caused. Please call me or our agent, J. Mack Little (919-821-5645), if you have any questions. Sincerely, Jim Schaafsma TMC Associates, LLC pc: Mr. Jolui Dorney ce: Mr. J. Mack Little ?n "? "X us, ac?:r,• 6 a;v. Alla c - 1:),t? ?), CL{c r l?j a C ' ,/?4t I ?CF W A rF9P Michael F. Easley, Govemor William G. Ross Jr., Secretary North Carolina Department of Environment and Natural Resources Alan W. Klimek, P.E. Director Division of Water Quality May 24, 2005 DWQ Project # 05-0901 Durham County CERTIFIED MAIL: RETURN RECEIPT REQUESTED TMC Associates, LLC C/o Mr. James F. Schaafsma Craig Davis Properties 940 NW Cary Parkway Suite 101 Cary, NC 27513 Subject Property: Triangle Metro Center South Durham County REQUEST FOR MORE INFORMATION Dear Mr. Schaafsma: On May 24, 2005, the Division of Water Quality (DWQ) received your courtesy application dated May 24, 2005 to impact 149 feet of streams plus installing arched culverts and clear span bridges to construct the proposed Triangle Metro Center South at Davis Drive, Hopson Road and the Southern Railway rail line in Durham County. 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 2H .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. Individual Water Quality Certification or on-site stormwater management In your application (section V), you refer to the future need to install stream crossings in the northeast part of the site but that timing of these permits is unknown. Please be aware that any new permits would exceed the 150 foot threshold for application under Nationwide Permit 39. Therefore these applications would require stormwater management from the entire site. This would involve retrofitting stormwater management from the entire Triangle Metro Center South site. As you know, retrofitting stormwater management in existing urban areas is usually extremely difficult and expensive. Furthermore the stormwater management proposed (control of the 1-year storm) is for water ug antity management rather than water ug ality management. As you may know, this site drains to Jordan Lake that is classified as Nutrient Sensitive Waters. Finally even without future road crossings in the northeast part of the site, the large amount of 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 N Carolina ,??tura!!y An Equal opportunity/Affirmative Action Employer- 5016 Recycled/10% Post Consumer Paper Jim Schaafsma: Page 2 of 2 May 24, 2005 impervious surface (without on-site, water quality-based stormwater management) will degrade downstream water quality. Therefore based on these facts, the Division plans to require an Individual Certification for this project (in accordance with the second to the last paragraph of General Certification Number 3402) since it is clear to DWQ staff that this development will result in a significant adverse effect upon water quality unless on-site stormwater management is provided. If this stormwater management is proposed, then the Division can assert that this development will not affect downstream water quality and the project can then proceed under General Certification Number 3402. Please respond within three weeks of the date of this letter by sending this information to me in writing and Eric Kulz of the DWQ Raleigh Regional Office. If we do not hear from you within three weeks, we will assume that you no longer want to pursue this project and we will consider the project as withdrawn. This letter only addresses the application review and does not authorize any impacts to wetlands, waters or protected buffers. Please be aware that any impacts requested within your application are not authorized (at this time) by the DWQ. `,Please call Mr. John Dorney or Ms. Cyndi Karoly at 919-733-1786 if you have any questions r$garding or would like to set up a meeting to discuss this matter. Sincerely, i D velopment Unit CBKljrd cc: Eric Kulz, DWQ Raleigh Regional Office Todd Tugwell, USACE Raleigh Regulatory Field Office File Copy Central Files Amy Mackintosh; Little and Little, P.O. Box 1448, Raleigh, NC 27602 Filename: 05O901TriangleMetroCenter(Durham)OnHold - LITTLE & LITTLE 24 May 2005 TRANSMITTAL TO: Division of Water Quality 401/Wetlands Unit 1650 Mail Service Center Raleigh, NC 27699-1650 Attn: Laurie Dennison FROM: Amy Mackintosh SUBJECT: Triangle Metro Center South D MAY 4 ?00.5 DENR WgrEl, 1nFjjA 6l m,)SA R'rv We are sending to you via: US mail 5 5 5 5 5 4/29/05 5 4/22/05 5 12/17/03 5 For your information USACE Pre Construction Notification form Vicinity Map Soils Map USGS Map Sheet 1 (Channel Crossings plan) Sheets 2-6 (channel crossings) Wetland Delineation Map (Sheets 1 &2) Agent Authorization letter Remarks: We are re-sending you these copies of the PCN for DWQ's COURTESY REVIEW. It is our understanding that this project falls below the threshold for a required application to DWQ and that written application and approval is not required, (and therefore no application fees are required) since the total impact is under 150 LF of stream channel. Attached is page 2 of the GC 3402 Certification instructions regarding the application thresholds. The application has already been submitted to USACE for their review and approval. Copies to: Jim Schaafsma L&L Project Number (tmcpr.01) Landscape Architecture / Planning PO Box 1448 Raleigh, North Carolina 27602 9191821-5645 Fax 831-2329 o GC??Od? D MAY ? 2005 WA AV 9 a 7005 Office Use Only: •? ., J?',DSTG,? `?TERG ;;G1 DENR WArEVba0A&mon May 2002 V,,ETWIDS AND STORMWATER BRANCH USACE Action ID No. DWQ No. (If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".) I. Processing 1. Check all of the approval(s) requested for this project: X Section 404 Permit ? Riparian or Watershed Buffer Rules ? Section 10 Permit ? Isolated Wetland Permit from DWQ X 401 Water Quality Certification 2. Nationwide, Regional or General Permit Number(s) Requested: Nationwide 39 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 Wetlands Restoration Program (NCWRP) is proposed for mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), 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: ? H. Applicant Information 1. Owner/Applicant Information Name: TMC Associates, LLC Mailing Address: c/o Mr. James F. Schaafsma, Craig Davis Properties 940 NW Cary Parkway, Suite 101 Cary, NC 27513 Telephone Number: (919) 678-4220 Fax Number: (919) 678-4270 E-mail Address: jim.Schaafsma@craigdavisproperties.com 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: J. Mack Little Company Affiliation: Little & Little Mailing Address: P.O. Bog 1448 Raleigh, NC 27602 Telephone Number: (919) 821-5645 Fax Number: (919) 831-2329 E-mail Address: mack.101al-la.com Page 5 of 12 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: Triangle Metro Center South 2. T.I.P. Project Number or State Project Number (NCDOT Only): 3. Property Identification Number (Tax PIN): 0747-01-15-6880, 0747-03-14-7865 4. Location County: Durham Nearest Town: Durham, RTP Subdivision name (include phase/lot number): N/A Directions to site (include road numbers, landmarks, etc.): Site is bounded by Davis Drive, Hopson Road and the Railroad line. Take Miami Blvd. south from NC 54, turn right on Hopson Road. 5. Site coordinates, if available (UTM or Lat/Long): (Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the coordinates for each crossing of a distinct waterbody.) 6. Property size (acres): +/-107 Acres 7. Nearest body of water (stream/river/sound/ocean/lake): Burden's Creek 8. River Basin: Cape Fear (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.nc.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: Former agricultural land use - fields, woods. Page 6 of 12 10. Describe the overall project in detail, including the type of equipment to be used: The project consists of construction of a mixed-use community, primarily multifamily residential, with mixed commercial and office space, recreation areas etc. Construction will also include roads, sidewalks, utilities and other infrastructure and amenities associated with the development. Construction equipment will include track hoes, front end loaders, pans, bulldozers, cranes, compaction equipment, etc. 11. Explain the purpose of the proposed work: The project will provide an urban residential community with associated services close to a proposed TTA station and to the RTP employment center. 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. No wetland, stream or other associated permits have been requested or obtained for this project. Jurisdictional delineations have been obtained. 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. Future road crossings of jurisdictional waters are anticipated in the NE portion of the project site. The timing of these crossings is currently unknown. The appropriate permits will be applied for and obtained prior to construction of these future road crossings. The delineation of the channel in this portion of the site sunsets in 2006 and may need to be re- approved prior to permitting. 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. The applicant must also provide justification for these impacts in Section VII below. All proposed impacts, permanent and temporary, must be listed herein, and must be clearly identifiable on an accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial) must 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. Page 7 of 12 1. Provide a written description of the proposed impacts: Proposed impacts consist of culverts and associated riprap, stabilization, and construction activities associated with road crossings of jurisdictional stream channels. 2. Individually list wetland impacts below: NA Wetland Impact Site Number indicate on ma Type of Impact* Area of Impact acres Located within 100-year Floodplain** es/no Distance to Nearest Stream linear feet Type of Wetland*** • List each impact se parately and identify temporary im pacts. Impacts include, but are not limited to: mechanized clearing, gradin fill excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding. g, ** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps (FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or online at http://www.fema.izov. *** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond, Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only). List the total acreage (estimated) of all existing wetlands on the property: 0 Total area of wetland impact proposed: 0 3. Individually list all intermittent and nerenninl ctrenm ;mnnrfc 1,Pt Stream Impact Length of Average Perennial or Site Number Type of Impact* Impact Stream Name* * Width of Intermittent? (indicate on map) (linear feet) Stream Before (please specif ) Im act y 1 Culverts/riprap 109' UT of Burden's Cr. 10' TB-TB Intermittent-USGS/ Important - USACE Unclassified - Soils 2 Arch culvert 0 UT of Burden's Cr. 8' TB-TB map/not shown on USGS/ Important - USACP d li ti 3 Culvert/riprap 40' UT of Burden's Cr. 18' TB-TB e nea on - Intermittent-USGS/ unimportant-USACE 4 Arch culvert 0 UT of Burden's Cr. 16' TB-TB Intermittent-USGS/ unimportant-USACE 4 Clear span bridae 0 UT of Burden's Cr. 16' TB-TB Intermittent-USGS/ * List h eac compact separately and idenufy temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap, dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain), stabilization activities (cement wall, rip-rap, crib wall, 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. ** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at www.ums.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone com, www.mapquest.eom, etc.). Cumulative impacts (linear distance in feet) to all streams on site: 149 LF Page 8 of 12 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. 4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic Ocean and any other water of the U.S.) below: None Open Water Impact Site Number indicate on ma * Type of Impact* Area of Impact acres Name of Waterbody (if applicable) Type of Waterbody (lake, pond, estuary, sound, bay, ocean, etc. List cacti ,inpaVL sepatatety and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging, flooding, drainage, bulkheads, etc. 5. 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.): 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. 1. Road system has been designed to minimize the number of stream crossings while still providing adequate access from the community to adjacent streets. The traffic impact study for the site indicates that all the crossings are needed. The main access to Davis Drive is located at the only point where NCDOT will allow a signalized full service intersection. The northernmost crossing crosses below the confluence of the two channels, where the main channel is straight and narrow. The proposed road at this crossing is narrow. The proposed culvert at this crossing will therefore require the minimal disturbance to the stream. 2. Open bottomed culverts are proposed where proposed roads are wider and/or the stream meanders so as to minimize channel disturbance. 3. Headwalls are proposed at culverts to minimize length of fill slopes. 4. Most utilities will cross channels with roadways, causing no additional impacts. 5. Crossing # 3 will accommodate pedestrian and underground utility crossings. Page 9 of 12 Amount of Non-riparian wetland mitigation requested (acres): Amount of Coastal wetland mitigation requested (acres): IX. Environmental Documentation (required by DWQ) Does the project involve an expenditure of public (federal/state) funds or the use of public (federaUstate) land? Yes ? No X 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 ? 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 El No F-1 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. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233 (Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please identify V. Yes ? No X If you answered "yes", provide the following information: 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 (square feet Required Mitigation 1 3 2 1.5 Total Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an additional 20 feet from the edge of Zone 1. Page 11 of 12 If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as identified within 15A NCAC 213 .0242 or .0260. N/A M. Stormwater (required by DWQ) Describe impervious acreage (both 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. The overall site area is approximately 107 acres. The existing site has about one acre of impervious coverage representing less than 1% of the overall site. It is anticipated that the developed site will not exceed 80% impervious coverage. Per Durham County regulations, peak stormwater runoff rates leaving the property will be attenuated for the 1-year storm. The 2-year and 10-year storms will also be detained as needed to protect downstream areas. 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. Sewage disposal will be public sanitary sewer provided by Durham County via gravity outfall. Capacity at treatment plant has been verified. XIII. Violations (required by DWQ) Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules? Yes ? No X Is this an after-the-fact permit application? Yes ? No X XIV. 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). Applicant/Agent's Signature D q o S (Agent's signature is valid only if an authorization letter from the applicant is provided.) Page 12 of 12 _? II • 1 N Ws Gr\ s? \ +?- WsE `f a Ws c; ' y ' / ` Vvse\ ` .. GrQ c5h W5C\ , .? N - y +? ,? e 2 Np rI .» ."? 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"J\.0` >?? ?•_-?=0 ??- wf°, `?I ((fv-..`? ? .It'.??Ir-} v r ?/??,?tj -'fi-???? 0 C=? :? ?? LJ; 1? rr - ?-. <CO - ?` i . Jt o i ===s= _ ?G_'_u - =? o I ?? 1? i / r 11 n i 914 p j ' E A-_--- II ?, t: 688155' 1689 6901 0 INTERIOR-GE0L0GIGL SURVEY, RESTON, VIRGINIA-t 993 78 5 2040000 FEET 62 CARY6 M1, 694 r,', l 695 9 Ml. TO U.S. 64 691000-E upped, RALEIGH 16 Ml. rr ROAD CLASSIFICATION edited, and published by the Geological Survey TmetKlr?DI GF,?? y` 1 MILE Primary highway, Light-duty road, hard or control by USGS, NOS/NOAA, and North Carolina Geodetic Survey ?V * hard surface - improved surface (Topggraphy by photogrammetric methods from aerial photographs MH GN 4 Secondary highway, taken 1972. Field checked 1973 hard surface Unimproved road-========projection and 10,000-foot grid ticks: North Carolina coordinate s' Interstate Route 13 U. S. Route O State Route system (Lambert conformal conic) 89 MILS 11171 23 MILS 11000-metre Universal Transverse Mercator grid ticks, N.C 1 zone. 17, shown in blue. 1927 North American datum SOUTHWEST DURHAM, N. C!Flne red dashed lines indicate selected fence and field lines where QUADRANGLE LOCATION NW/4 DURHAM SOUTH 15' QUADRANGLE generally visible on aerial photographs. This information is unchecked UTM GRID AND 1973 MAGNETIC NORTH DECLINATION AT CENTER OF SHEET N3552,5-W7852.5/7.5 Red tint indicates areas in which only landmark buildings are shown A, H-6. 1973 PHOTOREVISED 1981 DMA 5255 IV NW-SERIES V842 L - ca co 5 E co AN 1 1 M T- Ir- ••�� Lo O O N 0) CV -14- 05 vi a) > U 0) O 'O^ L / IT - 0 M O Iri En U N .O L- a_ a_ ;.;t; :1. I /. :' , _ � � I - . . i , �''l 1 I \.. i�Ir .. 4'., { _ -.-- ; y ;{ i t , `t'' ; NOTE:' \ — ,. `,: _ OS NG` #1 r I: .. CR S! �: _ - DESIGN .OF=STRUCTl112ES: { _ - ''; I - _ ;' ROADWAY' 0 `G CR SSIN - - - a - ` 1 --, i -j. �• ' - I - SHO N: •I - _ . - --- I ,-`- - _ ,. WN 0 THI ' EXH BIT' �` I . t . - ', `t ARE. PRELIMINARY . P C: ~-_ \ i Y. w _ w� .H HEAD ASS , T09 :'OF� ,' . o -- ;:. _ _ :;. -_ �/ \ t - 11 - _ i i' `� - TOT AN , i AL CH NEL DISTURBAN - - �.� ._; ;�� I �,:;, ti �. 1 I:. J;,;. i �� = - t': ,\_: 5 L• i.\ - - .. T i ��--•�-r_-_ - _f f t' �,Zt_ . J Iii G 1 1': _ 1- ` ' 2 i \ I -1 - f .1 - - 'i� 0 - C 11 t 11 1= `. tl: ••,. iii ` .\ . _ ... _ ''I," - i, 7 i': \: - ,' _ '.. \;'• i i •' �: i , 1 \,. 11J]l - •1 . 5I I \ :1,1' '1 `'1\\� \`: r:>. _ _ ... '� vy���• _ _ ••'t .`\'`.\ i . 2+ -;•;1 . STR[�M':OAIJKS 1CRo—..G':: 3'. =' _ , \ ;I - -J "�: . is 'I I ! I: f�i.11 :111.. __.. _ .�``'- _ - _{.� , \ °; Ia i' PEDESTR ANJBIKEW�4Y CROSS! . _._ . ,.. / 1• , -- _ I •. , ,.. - .,< . . L.AND UNDERGRC)VN,�fY 4JTIUT1ES- - - ::f i i• !7 ♦ t r' \ m/ '�. .,{' , r_. Y i C` 1. / N r _ 18 CP PIP CU E L T Y / _ R VER _. I - 1 _ I N, = ;. ; F r \' - '1 - ,. u .._:- - !1•Q L OF .TOTAL •CH NEL - ISTI`JR CE .I. ,�== �' - - - A BAN ;� . I y QI ,. - :� -::� ) i '1. 1., �_, _ t• s., _ � •1 :.1 1' I I)Lr - _ I I - 'r _ 1 i' - % 1 / -� - I r— V�n i _� :r••' I s y _ ♦ y, I rr �` i la ,rr `� . I t I ',I :`� �.. i <' / i 4 )Miry M' - tlE. _ C I c I r. 1 \ '. -_Tit \. A l% 1 •tr >� 1. , ` 1 : �. -- 1 i _ iu +i:u f I �- t•' \ 1 J .:�. 1;' �ii I I `:� I. I 1 �i.t , I ♦',, wt1 l''; I 4� ' a t�. I -I \- _ ti ;. I F 'i �'I 1 Ir - �I I .1 Y...1 \' ... i.. I >. _ 1' 4 a' f 1 ••\ '{ OSSIN I' '� (� �r 1 '`t _ L'. 1 I• �ti-' l r 4 \ _ �:.� �'i .11 J .-,- ,. X 'ROADWA 1 Y CR N �w 1 1: -I. i , I' �. i ..I I' - `.I r 8111 x36 • DE�: AR I I Qr. , y' :..: ; I 1 ♦\ _ ;. 1\ +I`' Y't a 1 ;r . CULVERT W 5 : HI + ' .' i , �:=:. I -. 1 1 ..,ice +.I, 1 1 i ,:, S \.\ -,. _ HEADWALLS (N0. i 1 I' 1.I I : ` I. I a'. `#� C ANN 1 ' r. , i .' 1; 1 �.y O' H EL': D STURBANCE. I ) t, �' I;, o 1 :i I U' o ': /: //y` _�% I 1 1 I f t it �. t: tl 'J • - I .1 1 S 1' 1 I C' V' t 1 1". ,I. . t l jl I \'. I \ 1.. I 'i \ .i I / ,\ L / I : I. '� � — II - �r i I i! ,. / 1 - — r,i^ 1 \ 7 - I' _ - I �QTREAM ` f BANKS Z t . :., • .mss. ! .,„•.;' - — } _ .. L s:l - \' \ li �' -- \ \ I' Ir. j. ,. i' `n' .. 'j. tam^e er• *" if C `' r.i. is '� _ \ I " { \' _ I -.•C' s'4 <M>??MV LU..Sii'1,41iCQV- I' f.' ' \- I FY+: i+ ,f,/• --J.f r • i j J' '. a — 1 : I • , , - I i .+:CI..29�:.'. KK.':Y ..... --. -_" l....L !>:.s{�,.� L•c,wnC'+i:L.E+s al• i ,u>,C./y._•+:iuy 1 /; .I I . .{\: ` \. \ I I .i :u. d• / _- \u /, t . iiS.'uN. K:L!A n'r. ?ta.I. j;..i, ' l y _ • ' \ ' \ _-� T it -- - { 1 , . 1 i 1 --N' l 1 �.— ..; ',_-_ , s ---_.—_—'r'' 1' : t : \, l' 7' I I 1 ' , 1 _ - -� --�_1-L_ .a -.l ' _ �1 1 �---`--ate '1 � `.--L_:—_-�` .. 4.. 1: • : �� • . •.• r � �� _ - , //'` - \1. i ._ i•l: '— .1 I I 1 ---*'' _ T . /' r+�— [ I ; iV.% f'" - 1. : : , ? •\\ , / m — 1: ♦`. i 11"1 � fir r:' - ', '. 7'. .� : r : i 4 ' - l,< U. (: i x i s- .-,: . ,. .., :.: I — - %- i • r., \�i !'i'' ,L I I:1 ,a. , . ;�, ill :_ jtij �= { s it i I , �,': t ' \,' G`'!% ' 1 . /1.. 1 r1 'I I _� .' J , ;�'. 1' 1 ,:, .., �. , .�� i / \� •.�`� 11i : `i' i` :il , ti t l 1 ,I 1 I '�', , , ... '\ :. ' // -<, . ,'. Ili ': r `` i I - - :g` $TREAM,BANKS' :I''...i, CROSSING >�5 '. I y i �; ;. •,:,_- ii,. '1';i'.::: f . y \11111111/ ` .1 j- i �c'� tt, AQ A 'CROSSING \ ♦•' !1 . - i , . - :\ ^ .�_. ♦�„ :',' CLEAR SPAN .BRIDGE. \ .IJ i ..= �.1-:4 \ o . - , �� I i 11 �., t ROADWAY.CROSSING �..,1. ;�' ` -' lCHANNEL' DISTURBANCE) , rr_. : t1 , i • 8 H :X 36 -WIDE : L ,.�; ::. , I V i . - - .,t, 3 1 1 I - `? . ` - - jj t I:.. f . ; +' �, •1 i :ARCH CULVERT W 5 HIGl� ' : ,1. i. .. `._: 02 27 /�� 1 ` ii i� ',f ': 1 ,/ I /. \' ,`• l,! •1 :/";:+Y'_,,. .I i 1 i �, Wz -� .HEADWALLS' t `-,- - ;:: F 't', ,_ s,i:a:r_4 '?Ji'a a,; I i 1 1 71: ,i,_•! ��•-,• ,>7-- r. ,/ _ 0 �'R:F('C.� �\ p N0. CHANNEL 'DISTURBANCE _ - / cr \ . ) - / ��uiu, n. rnez>rLv r4.n:.L�^si- i S -. i ♦� : Yi, 1 it 4i 277+.. �''.I: .,:! , r I - ! -M-! 'fr• '!; (I I '',i: - —._._ C".ic,' f>.' '1 :�. "'t- -_:,._.• ///lIIIIIIU ! — �— —' .: \` — _•, :: — -- — — _ r: _ t` — -- - - - __ _ ` ._ . ;. I' :\ -i. \\` 11 I -. . ll 1. •'�'''.qi .1.f! . i 7f{ '1 ii '. irr-:: 7 . �. i ; i . , .. _ . —tel, _ I - .:ti , . . . . - - ..� . _ _ 100 200 0 4f u r -'ADZ; ..:,�., ter[ .> , 4 I 11 . - I , .. i, �. C .� :I T GIidPIII ,► I N0. - - - O CaNSTRUCTION . s u a. - . =Ta F i a - f> ! .. 7i .. . . :11 . .: - . . . . : - ., ` . . . . � . . . J. -.11 1 . wa 1 1 ( IN FEET LITTLE & LITTLE co �R v o O a a O � Z N N N " co `= y rO W W M is 00 � 0 J y O www'; .1 N An - W �� W ww Q W Z Z J J Z o 00 r- f - z a cc Q W 0;In 0 ~ oo 0 ¢ a a a- < -c Z UJ N N w= 2 21. 4c= cc J W 0 w� J u. G o f C7 0Q . Z O NIL WaW ZCr a3 =LV _ { o0 • / U w _Z W 0 D Z �flC,4 BAL LENTINE ASSOCIATES, PA 221 PROWDiCE ROAD. CMIEL HLL. N.t 27514 (919) $23 - 0481 (919) 489 - 4789 SCALE AS SHOWN DATE: 29 APR OS JOB NUMBER: 103015.00 DRAWN BY: GJR REVIEWED BY. XXX SHEET I OF 6 'NOTE. 1 h \ DESIGN OF,=STRUCTURES 11 SHOWN ON THIS EXHIBIT ARE r 1 '•. PRELIMINARY'S - \ LITTLE LITTLE 77 ,??? ooh { ?•?? ;?? -„-?.-,?.:..-.: ? ...- - _.. - _ ` \ I' a ? ? 04 LLI RIPRAP 0 l \ ??.. \ Li -d HEADWALL 0 w r ` I ` •I' I ? r' `?;v , .",. i ? i 1 `T-"••r' '• 4 M tNil i ? .._ . i-;.J••t - ,`( ?, ?.. , I I 1 ?i )r(/lV? ;?J\?_ ? 1 ' r t ( •.? j\?'??,?...\- ^?` '. :j O LLI i ? III , % i ; kKr.;? r`- ? . ?,-!t ;1'i. I ? ? ' ; ;(, , r 1 ? i' '•'i ? Q V r'?; Lam. k i r r 1 Cq Q •.i •.?, I k rr ?.? 'yam + \-_ f '', i ? Lo ?.? I L ate- ` r^?N„?% ,`r tom' 11>1 ?j - I- Q Q r ? ` ; ?, `'???- ??, ? ? I ? --:`z-?-'1?'xs'-Rea- c _-=---- _`? •?;?_ ',..1_., W O c i w O I I i I 4 Z N I I. I I I I ?_ ' w OU ' . J o N I i I+ I I N 776358.2908 (, z 0 + may- '. Z + I i - _---E-2040735 0 13 s - - - ?a ?-. RIPR j EMERGENCY + D U SPILLWAY WEIR SURVEYED I I wi? I I TOP OF BANK J. R Of 11111111% BALLENTINE j i ` f I ! 18' DIA. ORIFICE I'; I I % ° I ASSOCIATES, PA INV=288f ui PROM +¢ Row• OWEL HVL KG 9314 + I i I 1 4? (912) an - MI (915) 489 - 4783 tt ? I ?- O SCALE AS SHOV44 DATE: 22 APR 05 j JOB NUMBER: 103015.00 U If I I ( / Is DRAWN BY. GJR 0 j I I I / o !s 30 REVIEWED BY. XXX j IL ' f NOT FOR CONSTRUC'tON ' GRAPHIC SC SHEET ' r (IN FEED Z !# ! j 2OF6 LITTLE & LITTLE alb 0 N N L cu cn a) E Q co T T O O N co N d' m 'O N a) U / m / 0 0 L6 V- C) O T N U 0) 0 ^^L LL z I /0 V/ li W f' N Z WO vZ OC N 1-0 W fr 20 W J C9 Z M. r z iz oc z° D W J W ? W tn?: 0 a 0 z 0 5 w 13ALLENTINE ASSOCIATES, PA 721 PROM MOB ROAD, CHAPEL H6J, R.C 27314 (919) 92f ' OISI (819) 489 - 4789 )GALE: AS SHOWN )ATE: 22 APR 05 JOB NUMBER: 103015.00 )RAY44 BY. GJR ZEVIEWED BY. XXX SHEET 3OF6 cu N a) E Nt ce) r r 0 0 N 00 N. d' CD N a) U m 0 0 0 c) O i V Q) .O CL z r SHOWN ON' tTHIS EXHIBIT 'ARE PRELIMINARY ?`. RETAINING WALL ! i \ I -_ \ N 775884.7429 1 \? \ .2041096.8133 4is` 1. I PEDESTRIAN/91KEWAY d ?N30 I z RIPRAP ; r :?...:.. I '• r'J +.. 8" RCP PIPE-CUL-VERT I.. `? I 4 C? \ l C SURVEYED' R'N TpTq? \ \ TOP OF BANK p?s? SjR , Req?cgM r \ ?; -• 1 11 lilt I 64 Q3 \ 15 30 - - ?' FOR CONSTRUCTION Z cwmc sc= = - IN FErr --T . 1; i ?. LITTLE & LITTLE W? Q 0 t H Ld W D L, ? w oc, W z N ? co o o Z a I= 0 V 0 ?(f) o 0 co z Wcc : LLJ J C7 Z 2 O (n Q Q W . N IIr- v * BALLENTINE ASSOCIATES, PA 221 PRONOk71CE ROAD• aiAPm mu. KO. 2781{ (919) 929 - 0481 (919) 189 - 4789 SCALE: AS SHOWN DATE: 22 APR 05 JOB NUMBER: 103015.00 DRAWN BY. GJR REVIEWED BY. XXX SHEET 40F6 LITTLE E LITTLE w.r..?r..nr..?w yr WIC Q Q 0 L cu N a? E N uo 0 0 N co N d' 3 C6 a? U m 3 a / 0 0 Li T 0 co O T U Q] O / z '0 v+ W Z v0 Z ca E- 0 Wjr 20 W Z H T. O oc a F- O Z 2 oc 0 W f' J O ((f) W Ln ? . J a 0 z 0 V) S 1il BALLENTINE *ASSOCIATES, PA I 71 MOYD . ROAD. CiNIEL E[E. KC 27514 919) 929 - 0481 (919) 489 - 4789 SCALE: AS SHOVN DATE: 22 APR '05 JOB NUMBER: 103015.00 DRAWN BY. GJR REVIEWED BY. xxx L SHEET 50F6 1 L co N a) E Q N N Lo O O N co N O N N U Tm V O 'O^^ 4/ O co O N U 0 L n z i NOTE: i DESIGN OF STRUCTURES PRCPc= ROAD?ky i ' SHOWN ON THIS EXHIBIT 9?- ° i I ARE PRELIMINARY CLEAR SPAN _?-- H?1rd?s?vh'y'nrolsalr?sarru=',1 W L. uCldf1n2131dM•L"Ii30 Q J?A??&- N °ISA,W°AN I ?? 31o 60 60 70 so 90 100 110 120 130 CROSSING wS SECTION E-E SCALE: 1'=10' j ...'.. \ CROSSING f5 CLEAR SPAN BRIDGE (NO ?. i fir. ,.?„. .'?:,/ / / 'i•. ?? -------r- CHANNEL-DISTURBANCE) rr i 1 ---• I ? .? j'>? ,rte ",-_.. _ _""•' -- jy / ??\?? iii - I \ I /. Jay/ J/ . r! 7 _ of) I ? ' - .< /' ,<'?' j? ,;.?: i• -,r ?. p111111111 I % % \ 0 1s / N 775095.1399t j' 30 E 2041759.6313 NOT FOR `C0N8TR CE,TLON GSAPEaC SCALE IN F= LITTLE & LITTLE 0 wa Q a oa N N N W? N OC = N HN o W ??R V V 0Z co) ?G a¢ Z ul g ?V = LLI . ? O 0 z z O 5 w L9. ? r Z BALLENTINE ASSOCIATES, RA 221 PROVIDENCE ROAD, CHAPEL HM11, N.C. 27314 (919) 929 - 0161 (919) 489 - 4789 SCALE: AS SHOWN DATE: 22 APR 05 JOB NUMBER: 103015.00 DRAWN BY: GJR REVIEWED BY. XXX SHEET 60F6 SURVEYORS CERTIFICATION I, KEVIN C. PIVER, HEREBY CERTIFY THAT THIS MAP WAS PREPARED UNDER MY SUPERVISION FROM AN ACTUAL FIELD SURVEY AND THAT TO THE BEST OF MY KNOWLEDGE AND BELIEF IT IS CORRECT IN ITS REPRESENTATION OF THE EXISTING SITE CONDITIONS, ?S L-3919 SIGNATI, REGISTRATION NO. ZZ b DATE LL11111 )A A A CA Y T A, i- CHE-- DHE-- DIE OQ.'• FESSIOv•. / ', 44 SEAL L-3919 - SUR4 1 111111, •Croi Wl1CNSCN FAMILY PARTNERSHIP D8.1336 P6993 PINO0747-01-15-8880 PARCEL 0#584-01-008 - r ? oHC ?1E0 O M UWI® SGb r01 YQIOVI nmlWO u>•. W eWllrnr ?E\ ONE mHE\ "THIS CERTIFIES THAT THIS COPY OF THIS PLAT IDENTIFIES AS WATERS OF THE U.S. OR WETLANDS ALL AREAS OF WATER OF THE U.S. INCLUDING WETLANDS, REGULATED PURSUANT TO SECTION 404 OF THE CLEAN WATER ACT AS DETERMINED BY THE UNDERSIGNED ON THIS DATE. UNLESS THERE IS A CHANGE IN LAW OR OUR PUBLISHED REGULATIONS, THIS DETERMINATION OF SECTION 404 JURISDICTION MAY BE RELIED UPON FOR A PERIOD NOT TO EXCEED FIVE YEARS FROM THIS DATE. THIS DETERMINATION WAS MADE UTILIZING THE 1987 CORPS OF ENGINEERS WETLANDS DELINEATION MANUAL." I NAME: TITLE: DATE:? .2003 Wa a,WA¢ rtAVW 6nUUnU Nw m N! IRIAi taAa,ul ? oFWO y.L n. zaW _ i v ?w cw.-rr ? i Q n. v r'.r. ro ?v N.. f I I V PF ? o WIO O M IINm rrA u ? C vlvr w AAmnnAa Lrr v `9u11 1 2 - GUKL aK\\ ?w ?f VALKNSON FAMILY PARTNERSHIP j 00.1336 P09 A7 PNp747-01-15-068&1 PARCEL IDjW+-01-W9 WJFDN INr[Am wf? •oas va AREA SEARLS FALL LABTED PARTNERSHIP DO)2712 PC 997 PN 47-01-03-2301 PAR 10P84-01-00M A J1 n..1 ^'"". U 0 y REFERENCES PIF.00 PCI16 P&&T MID P8 94 P046 M I PG..127 DMN PG.997 NCDOT PROJECT OM22901 LITTLE & LITTLE LANDSCAPE ARCEITECTORB/PLANNING 127 ML HARCETT STREET, 491E 104 RALEICFt NC 27802 (91(91 99 631-2729 SEARLS FALGLY LASTED PARTNERSHIP DO 2712 PC 997 PN40747-03-14-7663 "m PARCEL. Of 1575M Wm 40, UrLE unm tou INwc r 8 c L r rou Liwrm a c I J Twtoe v Alp , ( two Jam) wos SIN NOTES 1. ALL DISTANCES AID HORIZCNTAL CRCU1D DISTANCES 2. ALL DISTANCE AK COWPLITED BY COORDINATE COMPUTATION METHOD UNLESS OTHERWISE NOTED. 1 THIS PROPERTY IS NOT LOCATED N A SPECIAL FLOOD HAZARD ZONE AS DEFINED BY THE EMERGENCY MANA EMENT AGENCY, AS DE U'UIINFD BY THE FLOOD NSAW&CE RATE MAP(HRN) /37OD63C Olga C(DUwuM COUNTY), DATED FFBRUAEY z t996 4. THIS PROPERTY IS LOCATED DURHAM COUNTY. NORTH CAROLINA S THE FIELD SURREY FOR THIS PROPERTY WAS PERFORMED ON 6/10/OS 6. WEILANOS M24EATED BY LITTLE AND UTRF. lp ?;?9ti31tlId?PJ10160;M50;?lIL'1l anvn0 ba1VM' HN30 5002 G ?'dP? I f]F,OF ® Kon v Wr Nr1NOrt an•W.annn?• a[wn• 0- Q A fR Gt N v WaWD N910111oR ?D aeon E) @ ? • eW WV NAt uaNa Ed (D ® Un9AE aml ® ur'er vel rmcnM © mans rwcW QT nwrnWAnlurAaW .N.or 4 SORt 9a1 ?? Mtq KLK cr "a,.t ®r?l W,a p NIWW D W WlK C -9 art WW e TIP LLWpr - ?? •nA•M WRIIIC ./• Nnnvw r soot v WAf i• MtlOat ro Na a o®I9u M AIATAC 1f( V WINAIRO IWbL Nf no nr? Nw ma n wrWio acWn rR w w Mo aInDI CURVE TABLE CURVE UlNCTH RAgUS DELTA AACFN pICRO BEARING CHORD Cl 20L66 283000' 4'0159 10087 S2133.53-V 201.61 CZ .11' 769.97 lsty 0 IC3.5' N79,39,go_W 1.41' C3 1' .15 030.08' 1 37' 64.1011 N7 'K 12&19 C4 .4S `5.u' 74' N71'47-3-W 5 AT GRAPHIC SCALE 500 0 250 500 ( IN FEET ) 1 inch = 500 ft. FV BALLENTINE ASSOCIATES, P.A. 221 PROVIDENCE ROAD, CHAPEL HILL, N.C. 27514 (919) 929 - 0481 (919) 489 - 4789 WETLANDS DEUNEATION PLAT WLKINSON AND SEARLS PROPERTY o ra= He JOB #: 203007.02 DATE: 17 DEC 03 SCALE: 1"=500' DRAWN BY: L.S.J./J.A.D. REVIEWED BY: K.C.P./G.M.P. REVISIONS: SHEET 0: 1 VI • SURVEYORS CERTIFICATION I, KEVIN C. PIVER, HEREBY CERTIFY THAT THIS MAP WAS PREPARED UNDER MY SUPERVISION FROM AN ACTUAL FIELD SURVEY AND THAT TO THE BEST OF MY KNOWLEDGE AND BELIEF IT IS CORRECT IN ITS REPRESENTATION OF THE EXISTING SITE CONDITIONS. ?/-" 6 / L L-3919 SIGNATUR REGISTRATION NO. 2 21 G3 DATE FCA O ...... O?.• FESSI ON' ( ?;•Q?0 ?? .••7 SEAL L-3919 NCSG ''Y7/M C. MONUMENT '?9FE EEL'' HOPSON* N:773721.4742 REFERENCES E:2034907.3901 M3O Mile PB 6D MID EI.EV=335.51' PB.94 PQ48 PB.61 P-127 891717 Pc997 NCDOT PROJECT 03.2577901 NOTES 1. ALL DISTANCES ARE HORIZONTN. GROUND DISTANCES 7. ALL DISTANCE ARE CONPUTFD BY COORDINATE COMPUTATION NETHOO UNLESS 07H[RWLQ NOTED. 1 7146 PROPERTY IS NOT LOCATED N A SPECIAL FLOW NAZAPD ZONE AS DEFINED BY THE EMERGENCY MANAGEMENT AGENCY. AS DEDRNINED BY 1FE FLOOD INSURANCE RATE MAP(FIRM) 03700330 0183 G(pOMAA COUNTY). DATED FEBRUARY L 1998. 4. TNS PROPERTY IS LOCATED MD - COUNTY. NORTH CAROLIN S 1NE FIELD SURVEY FOR INS PROPERTY WAS PERFORMED d 6,110,03. 5. WE LANDS DELINEATED BY LITRE AND uTRL. S83'26118" E 161644,618 (RU T pIDISTANCE) STANCE) IPF-CONTROL N 775693.13 E 2039652.67 NCSG I MONUMENT S 'HEALTH' C NAD83 C AVG. COMBINED FACTOR=.999882198 N: 773533.5907 V E. 2036540.7957 ELEV=357.15' t rn rn CID w PF WILKINSON FAMILY PARTNERSHIP RIP RAP ?o D13.1336 PG.993 z PIN#0747 01 15 6880 0 PARCEL ID#584-01-008 0 vu-c8°is°'Nti°3a , 1{Orid6se%.. gig, `0 cpOZ 6 ?d PF N84'45'45"W M211F Q 668.26 b? .? ?8"W) 19,5 i J F IPS J 4NF/pp T I SS). ?? ? F 12"P VC 1 9?8SA,6 qRF q 0 FLAG- 2728 WATERS OF THE UNITED STATES UPPER 404 I FLAG-2744 yi 7 9l?Cq i JURISDICTIONAL LIMITS PF FLAG-274 3 Northing Easting Description WELIN TED w 775177.02 2040708.44 FLAG 2715 ? 1 FLAG 274 10,311 sq.ft. - FL AG- 41 r I 774895.12 2042080.45 FLAG 2716 0.24 acres ® ,! 9 (AE B NO GRID NAD83 COORDINATES OF WET LAND FLAGS F F F vrooos NORTHING EASTING DESCRIPTION 3IP 775205.84 2040513.80 FLAG 2729 J 775216.60 2040461.99 FLAG 2728 ED 775192.47 2040434.67 FLAG 2744 PF OPEN AREA 775129.69 2040445.88 FLAG 2743 775061.68 2040489.72 FLAG 2742 ?? 775083.17 2040534.94 FLAG 2741 l SEARLS FAMIL LIMITED PARTNERSHIP ? DB 2712 PG 997 GRAPHIC SCALE o IPF PIN#0 47-01-05-2301 ,G I PARCE ID#584-01-003D to 200 0 100 200 J r LITTLE & LITTLE LANDSCAPE ARCHITECTURE /PLANNING 127 WL HARCETf STREET. SWE 104 Psi 1K?x"Ci-56432 ( IN FEET FA% (919) 531-2329 1 inch = 200 ft. BALLENTINE ASSOCIATES, P.A. 721 PROMENCE ROAD. CHAPEL WLL. N.C. 27514 (919) 929 - 0481 (919) 499 - 4789 WETLANDS DELINEATION PLAT WILKINSON AND SEARLS PROPERTY MEN" HC JOB: 203007.02 DATE: 17 DEC 03 SCALE: 1"=200' DRAWN BY: L.S.J./J.A.D. REVIEWED BY: K.C.P./G.M.P. REVISIONS: :SHEET 0: i;i2: OF ,2 LITTLE & LITTLE 24 May 2005 TRANSMITTAL TO: Division of Water Quality 401 /Wetlands Unit 1650 Mail Service Center Raleigh, NC 27699-1650 Attn: Laurie Dennison FROM: Amy Mackintosh SUBJECT: Triangle Metro Center South Rpm pmrm P MAY ?. 4 2005 DENR - WATER QUALITY UTW ADS A14D STORIMATER BRA14CH We are sending to you via: US mail 5 5 5 5 5 4/29/05 5 4/22/05 5 12/17/03 5 For your information USACE Pre Construction Notification form Vicinity Map Soils Map USGS Map Sheet 1 (Channel Crossings plan) Sheets 2-6 (channel crossings) Wetland Delineation Map (Sheets 1 &2) Agent Authorization letter Remarks: We are re-sending you these copies of the PCN for DWQ's COURTESY REVIEW. It is our understanding that this project falls below the threshold for a required application to DWQ and that written application and approval is not required, (and therefore no application fees are required) since the total impact is under 150 LF of stream channel. Attached is page 2 of the GC 3402 Certification instructions regarding the application thresholds. The application has already been submitted to USACE for their review and approval. Copies to: Jim Schaafsma L&L Project Number (tmcpr.01) Landscape Architecture / Planning PO Box 1448 Raleigh, North Carolina 27602 9191821-5645 Fax 831-2329 V( - 91 Ins Office Use Only: MNl " vip E Q?,? v ion May 2002 TERnUA11T`t + DENR- '"Um R INe DtiR - S ptAti1?R8 ??FdIDS AND STOFZ USACE Action ID No. DWQ Na. (If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".) 1. H. Processing 1. Check all of the approval(s) requested for this project: X Section 404 Permit ? Riparian or Watershed Buffer Rules ? Section 10 Permit ? Isolated Wetland Permit from DWQ X 401 Water Quality Certification 2. Nationwide, Regional or General Permit Number(s) Requested: Nationwide 39 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 Wetlands Restoration Program (NCWRP) is proposed for mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), 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: ? Applicant Information 1. Owner/Applicant Information Name: TMC Associates, LLC Mailing Address: c/o Mr. James F. Schaafsma, Craig Davis Properties 940 NW Cary Parkway, Suite 101 Cary, NC 27513 Telephone Number: (919) 678-4220 Fax Number: (919) 678-4270 E-mail Address: jim.schaafsma@craigdavisproperties.com 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: J. Mack Little Company Affiliation: Mailing Address: Little & Little P.O. Box 1448 Raleigh, NC 27602 Telephone Number: (919) 821-5645 E-mail Address: mack.l ,,lal-la.com Fax Number: (919) 831-2329 Page 5 of 12 IH. 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: Triangle Metro Center South 2. T.I.P. Project Number or State Project Number (NCDOT Only): 3. Property Identification Number (Tax PIN): 0747-01-15-6880, 0747-03-14-7865 4. Location County: Durham Nearest Town: Durham, RTP Subdivision name (include phase/lot number): N/A Directions to site (include road numbers, landmarks, etc.): Site is bounded by Davis Drive, Hopson Road and the Railroad line. Take Miami Blvd. south from NC 54, turn right on Hopson Road. 5. Site coordinates, if available (UTM or Lat/Long): (Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the coordinates for each crossing of a distinct waterbody.) 6. Property size (acres): +/-107 Acres 7. Nearest body of water (stream/river/sound/ocean/lake): Burden's Creek 8. River Basin: Cape Fear (Note - this must be one of North Carolina's seventeen designated major river basins. The River Basin map is available at httT)://h2o.enr.state.nc.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: Former agricultural land use - fields, woods. Page 6 of 12 10. Describe the overall project in detail, including the type of equipment to be used: The project consists of construction of a mixed-use community, primarily multifamily residential, with mixed commercial and office space, recreation areas etc. Construction will also include roads, sidewalks, utilities and other infrastructure and amenities associated with the development. Construction equipment will include track hoes, front end loaders, pans, bulldozers, cranes, compaction equipment, etc. 11. Explain the purpose of the proposed work: The project will provide an urban residential community with associated services close to a proposed TTA station and to the RTP employment center. 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. No wetland, stream or other associated permits have been requested or obtained for this project. Jurisdictional delineations have been obtained. 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. Future road crossings of jurisdictional waters are anticipated in the NE portion 'of the project site. The timing of these crossings is currently unknown. The appropriate permits will be applied for and obtained prior to construction of these future road crossings. The delineation of the channel in this portion of the site sunsets in 2006 and may need to be re- approved prior to permitting. 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. The applicant must also provide justification for these impacts in Section VII below. All proposed impacts, permanent and temporary, must be listed herein, and must be clearly identifiable on an accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial) must 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. Page 7 of 12 1. Provide a written description of the proposed impacts: Proposed impacts consist of culverts and associated riprap, stabilization, and construction activities associated with road crossings of jurisdictional stream channels. 2. Individually list wetland impacts below: NA Wetland Impact Site Number indicate on ma Type of Impact* Area of Impact acres Located within 100-year Floodplain** es/no Distance to Nearest Stream linear feet Type of Wetland*** * List each impact se parately and identify t emporary im pacts. Impacts include but a re not limited to me ch d 1 amze c caring, grading, fill, excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding. 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps (FERM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or online at http://w«nv.femaeov. *** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond, Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only). List the total acreage (estimated) of all existing wetlands on the property: 0 Total area of wetland impact proposed: 0 3. Individually list all intermittent and perennial stream impacts below- Stream Impact Length of Average Perennial or Site Number Type of Impact* Impact Stream Name** Width of Intermittent? (indicate on map) (linear feet) Stream Before (please s ecif ) Impact act p y 1 Culverts/riprap 109' UT of Burden's Cr. 10' TB-TB Intermittent-USGS/ Important -USACE Unclassified - Soils 2 Arch culvert 0 UT of Burden's Cr. 8' TB-TB map/not shown on USG S/ Important- USACE d li i 3 Culvert/riprap 40' UT of Burden's Cr. 18' TB-TB e neat on Intermittent-USGS/ unimportant-USACE 4 Arch culvert 0 UT of Burden's Cr. 16' TB-TB Intermittent-USGS/ unimportant-USACE 4 Clear span 0 UT of Burden's Cr. 16' TB-TB Intermittent-USGS/ * List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap, dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain), stabilization activities (cement wall, rip-rap, crib wall, 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. ** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at www.usas.eov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone com, www.mapquest.com, etc.). Cumulative impacts (linear distance in feet) to all streams on site: 149 LF Page 8 of 12 4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic Ocean and any other water of the U.S.) below: None Open Water Impact Site Number indicate on ma * Type of Impact* Area of Impact acres Name of Waterbody (if applicable) Type of Waterbody (lake, pond, estuary, sound, bay, ocean, etc. s r '^ ..1. •-10L .,-,., 11.,ya,L aepUldLery a,d identify temporary impacts. impacts include, but are not limited to: fill, excavation, dredging, flooding, drainage, bulkheads, etc. 5. 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.): 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. 1. Road system has been designed to minimize the number of stream crossings while still providing adequate access from the community to adjacent streets. The traffic impact study for the site indicates that all the crossings are needed. The main access to Davis Drive is located at the only point where NCDOT will allow a signalized full service intersection. The northernmost crossing crosses below the confluence of the two channels, where the main channel is straight and narrow. The proposed road at this crossing is narrow. The proposed culvert at this crossing will therefore require the minimal disturbance to the stream. 2. Open bottomed culverts are proposed where proposed roads are wider and/or the stream meanders so as to minimize channel disturbance. 3. Headwalls are proposed at culverts to minimize length of fill slopes. 4. Most utilities will cross channels with roadways, causing no additional impacts. 5. Crossing # 3 will accommodate pedestrian and underground utility crossings. Page 9 of 12 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. USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide Permits, published in the Federal Register on March 9, 2000, 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 NCWRP 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 httn://h2o.enr. state nc.us/ncwetlands/strmi!i de html. 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 2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at (919) 733-5208 to determine availability and to request written approval of mitigation prior to submittal of a PCN. For additional information regarding the application process for the NCWRP, check the NCWRP website at httn:h2o.enr.state nc us/wrp/index htm. If use of the NCWRP is proposed, please check the appropriate box on page three 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): Page 10 of 12 Amount of Non-riparian wetland mitigation requested (acres): Amount of Coastal wetland mitigation requested (acres): IX. Environmental Documentation (required by DWQ) Does the project involve an expenditure of public (federal/state) funds or the use of public (federal/state) land? Yes ? No X 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 ? 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. Will the project impact protected riparian buffers identified within 15A NCAC 213 .0233 (Meuse), 15A NCAC 213 .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please identify_ V. Yes E] No X If you answered "yes", provide the following information: 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 s uare feet Multiplier Required Mitigation 1 3 2 1.5 Total Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an additional 20 feet from the edge of Zone 1. Page 11 of 12 If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as identified within 15A NCAC 2B .0242 or.0260. N/A XI. Stormwater (required by DWQ) Describe impervious acreage (both 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. The overall site area is approximately 107 acres. The existing site has about one acre of impervious coverage representing less than 1% of the overall site. It is anticipated that the developed site will not exceed 80% impervious coverage. Per Durham County regulations, peak stormwater runoff rates leaving the property will be attenuated for the 1-year storm. The 2-year and 10-year storms will also be detained as needed to protect downstream areas. 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. Sewage disposal will be public sanitary sewer provided by Durham County via gravity outfall. Capacity at treatment plant has been verified. XIII. Violations (required by DWQ) Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules? Yes ? No X Is this an after-the-fact permit application? Yes ? No X XIV. 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). 11;17 kt1X*_1V611 441-Z9' o S Applicant/Agent's Signature D to (Agent's signature is valid only if an authorization letter from the applicant is provided.) Page 12 of 12 N 10 ?? tia, Viol ROAD J m Q N 7 jZ.f A[JGr ? V Tt-f E VICINITY MAP 4o U cn Ws Ur v \ rr Cc sE WsC, +, / Wse r V WsB sE ?. \T\'S' :? :??NF ?? / `. .. •: y ? >' J " r' vGi• Ro. ? g 1 cra cy? r wsc o ? WsC ? ? 'rs- s ,rl %? c .. e do r r _ - MfC\ f Cr ?y \ G W$C/CC Pf y , / y+ A E 54 -sB -l i x _ +-' n ?y u ?? .??°\ c\ ayG Gu +, .+ WsC •' r ? z W ? ' of ^?`' 0ti\ ? : ' `,? } •? ` `t O u ./_?+ r Ur CTrO,?, :CC W • ? f t W5? • ?` \ o h••, W \ \ K,r.i 3 PIE +? 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'?I V ;." ?r.?r 1 ; WsC 1 ?_i rn. t Z t r e 7 . , r\r ? ,?? it ?? ,. ?? - i•'P ?. MiB >.CC //ice VVSB WsC / WsC w` He8 r r !uf SC rr ?? 1 CrM", W r F H Cc * 56 /' ?` E ?- Ws6\?? 1Cfegg W.E % s 54 y Cc WsE > Ch yy _ WsQ o Cc WsE sC 7 WsE.. ,w Crc It 1 r WSC W C C ". Gu r{ r WsC WsB't c ' ° , ' ti WAKE ,.COUNTY CrB t + < s ,, ?,+ t 'i 1 .tom r_, ??'1•F1 :.4i(/`?rll ?•+ ".h SURVEYORS CERTIFICATION I, KEVIN C. PIVER, HEREBY CERTIFY THAT THIS MAP WAS PREPARED UNDER MY SUPERVISION FROM AN ACTUAL FIELD SURVEY AND THAT TO THE BEST OF MY KNOWLEDGE AND BELIEF IT IS CORRECT IN ITS REPRESENTATION OF THE EXISTING SITE CONDITIONS. )?_ 6 L L-3919 SIGN ATUR REGISTRATION NO. 2 Z1 G3 DATE \10111111, CA/?/'// SSIO off- Ali 4 SEAL L-3919 NCSG /N C. M ONUMENT YYIF „ 111` HOPSON* N: 773721.4742 REFERENCES E.2034907.3901 P9.30 PC.115 ELEV-335.5 P6.63 MID P9.94 P.46 P8.61 M121 D9.2712 PG.997 NCDOT PROJECT 76.2522901 , NOTES 1. ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES. L ALL DISTANCE ARE COMPUTED BY COORDINATE COLd-UTATION METHOD UNLESS OTHERWISE NOTED. 3. THIS PROPERTY IS NOT LOCATED N A SPECIAL FIDOD HAZARD ZONE AS DEITNED BY THE ENERGENCY MANAGEMENT AGENCY. AS DETERMINED BY THE FLOOD NSIIRANCE RATE MAPTRM) 6370063C 0167 G(DWNAM COUNnj DATED FENRUARY 7. 1997. 4. THIS PROPERTY IS LOCATED OURNAIM COUNTY NORTH CARQINA S THE FEED "VEY FOR THIS PROPERTY WAS PERFUMED ON 6/10/03. 6. WETLANDS DELINEATED BY LITTLE AMID uTn.F WATERS OF THE UNITED STATES UPPER 404 JURISDICTIONAL LIMITS Northing Easting Description 775177.02 2040708.44 FLAG 2715 774895.12 2042080.45 FLAG 2716 NC GRID NAD83 COORDINATES OF WET LAND FLAGS NORTHING EASTING DESCRIPTION 775205.84 2040513.80 FLAG 2729 775216.60 2040461.99 FLAG 2728 775192.47 2040434.67 FLAG 2744 775129.69 2040445.88 FLAG 2743 775061.68 2040489.72 FLAG 2742 775083.17 2040534.94 FLAG 2741 LITTLE & LITTLE LANDSCAPE ARCHITECTURE /PLANNING 127 M. 104 I D f? V ??U Mq y 9 ?.J c ?FNR. 1405 7ltlruaFeSd2tpQu . S83'26Y18'FE 1644- 44.6118 (GRID DISTANCE) STANCE) IPF-CONTROL CORNER N 775693.13 E 2039652.67 ?V NCSO MONUMENT S 'HEALTH' C NADB3 S AVG. COMBINED FACTOR-.999882198 N: 773533.5907 LA E .'2036544D.7957 < ElEV=357.15' c c) m a w PF a WILKINSON FAMILY PARTNERSHIP ? 1336 PG 993 D13 RP RAP J o z . . PIN#0747-01-15-6880 !D 1 PARCEL ID#584-01-008 C S r- -j PF T _ N84'45'45NW w CHEF 668.26 N? , 4 o J I8"W? 95 N F?? IPS F , N F r 55,2 12"PVC 9?g ?B ??O n "? S? > F S q To ?Fq J PF s I J FLAG- LO 2728 G 0 I ^ FLAG _? -2744 i 7 9 Op PF ( t ( , 3 FLAG-274 DELINEATED A N WETLANDS 10 311 sq.ft. FLAG-274T " a `0 , 0.24 acres H ® F4 i F F? PF WOODS ? 31P 1D;' OPEN AREA SEARLS FAMIL LIMITED PARTNERSHIP I?C? DB 2712 PG 997 GRAPHIC SCALE IPF PIN#0 47-01-05-2301 PARCE ID#584-01-003D 200 0 100 200 J 60 ( IN FEET ) inch = 200 ft. BALLENTINE ASSOCIATES, P.A. 221 PROVIDENCE ROAD. CHAPEL HILL, N.C. 27514 (919) 929 - 0481 (919) 489 - 4789 WETLANDS DELINEATION PLAT WILKINSON AND SEARLS PROPERTY JOB #: 203007.02 ' DATE: 17 DEC 03 SCALE: 1"=200' DRAWN BY: L.S.J./J.A.D. REVIEWED BY: K.C.P./G.M.P. REVISIONS: I SHEET 2 OF 2 SURVEYORS CERTIFICATION I, KEVIN C. PIVER, HEREBY CERTIFY THAT THIS MAP WAS PREPARED UNDER MY SUPERVISION FROM AN ACTUAL FIELD SURVEY AND THAT TO THE BEST OF MY KNOWLEDGE AND BELIEF IT IS CORRECT IN ITS REPRESENTATION OF THE EXISTING SITE CONDITIONS. tj L-3919 SIGNATURE REGISTRATION NO. 2 Z 63 DATE AA 111111, AA A ?pF;?oFLss)o/v 44 t Q SEAL .9 L-3919 ?'? ?(1 LNG SURVE?? /--- ONE-- OIE-- OHC "THIS CERTIFIES THAT THIS COPY OF THIS PLAT IDENTIFIES AS WATERS OF THE U.S. OR WETLANDS ALL AREAS OF WATER OF THE U.S. INCLUDING WETLANDS, REGULATED PURSUANT TO SECTION 404 OF THE CLEAN WATER ACT AS DETERMINED BY THE UNDERSIGNED ON THIS, DATE. UNLESS THERE IS A CHANGE IN LAW OR OUR PUBLISHED REGULATIONS, THIS DETERMINATION OF SECTION 404 JURISDICTION MAY BE RELIED UPON FOR A PERIOD NOT TO EXCEED FIVE YEARS FROM THIS DATE. THIS DETERMINATION WAS MADE UTILIZING THE 1987 CORPS OF ENGINEERS WETLANDS DELINEATION MANUAL NAME: ..mid I ` "l-A- TITLE: `A 1 V DATE: Z 5 t)tL 2003 ?D'D'-1201 +-t F4V BALLENTINE fV4 ASSOCIATES, P.A. 221 PROVDENCE ROAD. CHAPEL HUI. TLC. 27514 (919) 929 - 0481 (919) 4E9 - 4789 WETLANDS DELINEATION PLAT WILKINSON AND SEARLS PROPERTY mxaim4 FCC io@o FhF ? LITTLE & LITTLE LANDSCAPE ARCEITECTURE /PLANNING 127 YL HARCM STREET. SATE 104 RALEIGH. NO 276C2 FAX (9I9) 871-2729 NOTES 1. ALL DISTANCES ARE HORIZONTAL CROUND DISTANCES 2 ALL DISTANCE ARE COMPUTED BY COORDINATE COMPUTATION METHOD UNLESS OTHERWISE NOTED. S THIS PROPERTY IS NOT LOCATED N A SPECIAL ROOD HAZARD ZONE AS DEEMED BY THE ELERGENCY M ANACDY AGENCY. AS DETERMINED BY THE FLOOD INSIRANCL RATE MAAP((FF•r) 0370053C 07ee C(wkNAM CO M DATED FEW •. TINS PROPERTY 19 LOCATED DURHAM COUNTY. MOR14 CAROLINA. S THE REND SURVEY FOR THIS PROPERTY WAS PLRFODIED CH e710/0.1 0. WETIAADS DELINEATED BY LITRE AND UTTLL ( IN FEET ) 1 inch = 500 - EME- .?. M Aortort r r4 or,wN n wro"t n rn w D® loot ne Hula NR ry wrrm Inw rR In nao "o aew I I I SHEET f 1 OF 2 GRAPHIC JOB #: 203007.02 DATE: 17 DEC 03 SCALE: 1"=500' DRAWN BY. LS.J./J.A.D. REVIEWED BY: K.C.P./G.M.P. REVISIONS: s 0 r-? I ,? 0 O , ?C ` p u?l i? • ? tI ?z? ?s ., kr f 4. x \ V b I ?. . MI5 a,t r .; X. 0 a a 9 g @ nV D MAY 9 2005 l DENR•WATER QUALITY l'cfl?11D5fd IDSiIX??!?tiA?ERa1CH nn y U ii '? W o e ScwSn r 4??p 1 Lti 1 { t i (Z31 55 e-.. 1 MIL. 3 l?, °r:? { }'' { ?? R:;' /f f (?•! ! rr I))'? . ??j/V ?. 4 ^..? ,,r I? w rl, L ??? " L Ji.r, •?''' ??,\? 'x J (? / a )° «c ?."-i?ri l .r :'!?,? ',r•7,? .•`..r `,?t` -. ,% ' \ `r +„ / •4/4 313 C!r ` `? ,i,,' ?v r 'err.. N ? C'J40sw:E LO; J,^,Gx ('\+?.° !\ 1 ? 'J ?? '1? ;?J19 i .?rf 1?('?v,y (:?'" ^?',, ,;, ? ?' ..r?^ I a e-. ? « ! ti r ? ? I j. ??_ '.,. % 7-1 i"C m ? • •/..: ,, , tr ?±J . ice- -'?--.---? ??/? '-? -7?,;C I . / `? / ?,` / p? ? r.? u t ? '^t`?\-?,\J ?..r?P(j ,I,-? rwa'??1? \? J )lilt. `'?,_ '. r? ?•..?, `i Te" ?`/ /v? rr'J x 1'1?? \, ? 'ev ,? b;1i?? >' ' f '" ?r I, !.,'if,, . ? ,•fr,?` 1,,, ? ? ? j ? ? J ? ?l/ " ';` > !r, :'' N?:I'I?/i' (,- l r .? , ?' ?J, > r i 1j' Ira, @ Aaz 7x T vJ ^.f?l ^-a ?-? /o,'.,,.; r ,/0 ` ?-'?'4c ' ' ?J ?"°'?,?` ?j I?7? 'J?r'I Jr ^-' f ( ?(v = 'l' A '1i1 ?" 1 ` ` -'?? I - ?"C f r ; r I a} / ',tn I ),•, 1, , .fit. „ ?. ,/r-, i0 f' ? ? ? '? ? "' f}} z. ?, ?'_,i . ? I? +???? ( r ' / 1?1` I?! 1?? ?'C ? lol, I I ? a? l ?i????l' 1 ? i ,r; 'r 1-1 r _ ?;v - ??//,(? ?IMwC( '? l? G ? ?;.I \\I\ 3r;?) g /?% ? ??/1(r? ?% /f' ? ?., I t,?Ye(???`I I I I ,: =?l,??Fi ?Y^:J ?`?,. ?/,/I)s. : ??e, b? /?? ??? w/% ?? ;'J ? ° ? ??1?`t?? f ?r s;; . / r-v ?,,:?}?t-,.,?V ? f ?,,, ,,? "'s,?? ?f :?f ( `v -`/? 77 + 0. v?il/?, I I , t^ ^,! Q r' '1? .?WW ?r?? iv? i /?' 6+ ?' ?" ?,i F?f(j?li` ?, V 1ti ?. 4E ' ? ???"1 / ? i?a.?'--? i???tJ ? ?? ?d ?? `/? ? I " '' J?? •'?i r ??1,?. t N - ?_^(?? -7 1- Z A "I ??yI?rII I(fr L P(r ?. (j. 0 " J? 0 !?// F?? t?\ ( r"te" W"' ?? i I,i ?)ri L.- ?? /, / C-..,``' ' --?, ? ?, ? rn ?rY? 11 t v @?t 1 ? wv •.?' ?' i_ _ , ?..(>> r` (?,(j ? ,? Ilt)._/ t/`?? ? . ?,_' ??.?.?, r! ? 7 / 0 \? 4 {?, I 'U+? J "? J?a?'I S•,?`'?.'' ??`' - ++ ?. ?.\ \ ?."!•? I???"-?J "' lL`''??r ,F ?? o ?A`?"`t.,',?`_JJ`/l?J I 1*„?\j--..???`?q/`i?«yi? ? 11? t r r ,--?,1,- „? .-?1 r r 11; `?'4•" J I' pra?::7 ?? ,? ?i? ?J I ?I 'A 7, Y n ,?:(!'`?, y"??^; -•..J ?v a?111L.. , ;? ?'.YJL.' ti. 4 ,,, % t ` t7 j `??;v??,_'-els1 ;.? ?c ?? '\.- i•-?„??; ?-? ?? a it /?'^ (?" ? ? jlJld, ?f ^,.? YY,rI ??f ?,?,.,?fl, {?? 0 I?? 1?'? i,? \^? /? ?? - _ !n??? ,t,^. , - t_ / ? s (/ ? ,-t~' ?r••? ? ?1 `[J ?1:`r"'1'• -,.\. "'?.?. ? '" 1 (t ??,1' , I ``\ \ 1, \.,'j `"`', L.?? ^^?=%,y r nll? ?.-?_ =i 1 - -, ?? 111 1 w ("' ?rl^ ' p f11, ? A {? I C /LL rM1 0 ?; (t. '?r ^ I r ,J' ?' ^?r I f \L `a • .x ; O d rhl ?t_YG-?? ?.\\?..',V?".".tl j\;"?) ? 1:?,?=b..? ?_?-=`?,?"?`'?.- _ ?1,? -?9', - / .I ?.- t?' t r_ i °•'Ce,' .. (,i:` •-..'"i r?:'.!,=,? _ ?,_ _I u7?1 ? 1°.uroa-e[ofau?cu a°.n.ne>i.orr°c a.-,°u ' ? ?? ??t A ?" 9 MI, TO U. Z. 6a n 2 54s 2 040070 FEET I fii ? CARY 8 Mr. yy' ' ?; ?t-I?? ? 50' R?li ?I w RALEIGH 16 Mr, I ROAD CLASSIFICATION "?lzpped, edited, and published by the Geological Survey Altr1'FD GeNrz Primary hig vr3y, LiZht-duty road, hard cr Control by USGS, NOS/NOAA, and North Carolina Geodetic Survey ?V hard surIa:e improved Surf,,ce_-= y,N ?ioC.graphy by phctcgrammetric me!hcds from aerial phut:graphs IGN EeEGnd3ry highn^y, taken 1972. Field ctrecked 1973 hard Surface Unimproved road.-...... Prcie:tion and 10,000-foot grid ticks: worth Carolina ordinate U. J. RCut_ Jt31e ROL't° system (Lar^bert conformal Conic) inie';+af? KC to 0 0 J I (:3 MILS 1OOametre Universal Transverse Mer:atcr grid ticks, :one 17, shown in blue, 1927 North American datum SOUTHWEST DURHAM, N. C. .,'red dashed lines indi:ate selected fence and fled lives vthere NW/4 nUFHAM S.ruin :_ C.,A:RANr7Lr gene--.!!y visible on aer:al phClCgt_ `s. 7his infcrmatiCn is L.-,Checked uru G;:"- ASO 1913 MtOnE'IC No!tiH CE;,UtUSiCH A. CENTER GF SHEET N3552.5-e17852.5/7,5 Fed tint indicates areas in which only iand,mark buildings are shown ':?6 L;T [tee.?e,j r,) N G' 1973 t^?? PHOTOREVISED 1281 DMA 5255 IV NW-SER ES VE42 L cu N 5E L co N r: CIO C) N N .1. V m U m .D 0 0 Li Co 0 N U Q) 0 L a z NOTE-: DESIGN OF,STRUCTURES ROAD 2X6CR NG SHOWN ON THIS EXHIBIT ARE PRELIMINARY ''. WITH HEADWALLS (109' OF TOTAL CHANNEL DISTURBANCE)_t BANKS fSTREMA ?I PEDESTRIANJ$lKEWAY CROSSI ?, ?l AND UNDERGROUND `-UTTUTIES \ 18" RCP PIPE CULVERT (40 L.F. OF TOTAL CHANNEL DISTURBANCE): . yy; Zy; s, ' t+ 1 1 1``` \ ref /?• - ,, ,+-• ,\ , ? ? -^ .,^ ?? ^+. ti It, - 1 it . v ,, ? \ I 1 ?', , 1 ROADWAY CROSSfNG i \ 8'H.•X 36'• WIDE.'ARCH ?st\ a 1? 1 CULVERT WJ5? HIGH d :} So;`, HEADWALLS (NO CHANNEL DISTURBANCE)\ TREAM BANKS y ` - \ *0? TREA64 BANKS CASING 15 ?puliitr qt;?` !? . i f . I C X-7 ROADWAY. -CROSSING CLEAR SPAN BRIDGE. ??o A I r. ROADWAY CROSSING (NO`CHANNEL DISTURBANCE) ?? .. 8'H X 36'. VIDE ''\, .,? \ • _ ARCH CULVERT W/5' HIGH i = 02 27 r t r HEADWALLS i .., _. (NO, CHANNEL DISTURBANCE) ; v ?' ''Yi?'c ?t5°o?• 1 ? 11111 114 I - ?- - 0 100 NOT FOR CONSTRUCTION CRIPIIIC SCAL IN FEET LITTLE & LITTLE 0 Z _ co ?0 ?X 00 coJ WZ zz o u 0,1 ?_w Wm 21. WN .1 U. 00 Z xQ I" W 0 Z J U Ir 0 Z Q m ol?l? N OI N N ?yy Jyy O V 1 N W W D z; 00 W co 01 N N Ll ;? W O J I? O a W o0 d 5aN WZw ?oa: °oo U s ?I^IN :1^ti `s° P BALLENTINE ASSOCIATES, PA =1 -..CrAQKZ 9J.1], MAPM let, ILL :7514 (919) 9:1 - 04m (919) 4el - 47E9 SCALE: AS SHOYN DATE: 29 APR 05 Jog NUMBER: 103015.00 DRAW4 BY: GJR REVEP,ED BY. XXX SHEET 10F 6 L cu _cn C N CO r O 0 N co N .a. r? cn Q) 75 U m a 0 0 0 co O r 'J7 U Q1 .p a z t j PRcPOxD T -- lt ACWAY i I . ,,,III rnD 1?a c'? ctr. ca roaTw-.+ (AMRox sawq Co a CROSSING m4 SECTION D-D SCALE: 1 "=10' •? 1 j ?ccc spAN 1 a&vm sza ! 5 P= 11 M> Ecril'm ??_-- tpc?© ROADWAY --- I I W. 100 NOTE: DESIGN OF STRUCTURES SHOWN ON THIS EXHIBIT ARE PRELIMINARY 4002 6 },y`?? toAO5a9 U CROti`4-----. r B'H X 36_S',1DE-ARCH--- / CU L VERT 4! I 1I 5' HIGH 1 - 1 1 vA???ll Cdn?<</?. \ CHANNEL DISTURBANCE) 11 t ! MoLsm qcr) ,r4 a co vq e u . ;a LITTLE' & LITTLE C Q ? O H l lW I '4A ca J -'d j v) W W O Z W 0 Q ? V z = a 0ca- gr <a ?0 Q Z Lu J 0 o z Q 2 rn BALLENTINE ASSOCIATES, PA = PR7--.O1OC ROAD, OtWC- 111, KL Z`RI pa) as - C+m (919) Opp - 47U SCALE: AS SHOVT4 DATE: 22 APR 05 JOB NUMBER: 103015.00 DRAWN BY. GJR ?',?n REVic* LITTLE & LITTLE L 1u N Ea) CG G Q N tP u') r r N 0 O N co N m U m 0 0 r 0 co CD r / N U a) 0 a Z CROSSING o5 SECTION E-E SCALE: 1-=10' -- ? \ -CROSSING ?5 • ` .. CLEAR SPAN BRIDGE (N0 CHANNEL-DISTURBANCE) NOTE: DESIGN OF STRUCTURES SHOWN ON THIS EXHIBIT ARE PRELIMINARY ?10'i 4i31131Y6VQ01SGWSarr oN. a3ivt.%-U60 ?DOl 6 Wi VV N 775095.1399 \ E 2041759.6313 NOT FOR CONSTRUC.,TION \\\\\o??? tnun 4 Ao7 oq 0 15 SJ CRAPIDC SCA)E ( IN FEET) I ,ltJ H Q cl) cc w E_ to Z W? UZ M? co) iii (/) W0 20 J 0 Z Z J 0 V 0 z D LAJ Q D W E N?. J 0 4 D O N 5 w C BALLENTINE ASSOCIATES, PA "I PR0YC012 ROAD. OWEL HCL MC :1314 (917) 9:9 - 0181 (Gig) 447 - 47M SCALE: AS SHOYIN DATE: 22 APR 05 JOB NUMBER: 103015.00 DRAWN BY: GJR REV;E4,ED BY: XXX SHEET aorta 50 6O 70 L0 GO IOU 11U ,.v 1.w C(t7-1- Craig Davis Properties Real Estate... We Gtcke the Difference sd'ance Dedication Honesty Innovation Integny Duc'iy Respect Responsiveness synergy Team Concept 17 December 2003 Mr. Todd Tugwell US Army Corps of Engineers 6508 Falls of the Neuse Road, Suite 120 Raleigh, North Carolina 27615 Dear Mr. Tugwell: J. Mack Little of Little & Little, Landscape Architects has been retained as Craig Davis Properties' agent for work on and coordination of the wetland delineation and permitting at our site in Research Triangle Park. Please accept this letter as verification that Mack will be acting as our agent. Please call me with any questions. Sincerely, 01 James F. Schaafsma Craig Davis Properties 940 M Cary Parkway Suite 101 Cary, NC 27513 Telephone 919.678.4301 Fax 919.678.0801 www.croigdvisproperties.com Email: 1,infoQaaigdovisproperfies.com MAY 9 2005 OENR. VjATFER QUALITY WETWOIS ,s?rD STORWtYXTER BRANC14 W A. cx:=• 00 Z LITTLE & LITTLE 24 May 2005 TRANSMITTAL TO: Division of Water Quality 401 /Wetlands Unit 1650 Mail Service Center Raleigh, NC 27699-1650 Attn: Laurie Dennison FROM: Amy Mackintosh SUBJECT: Triangle Metro Center South ? ?k-k912 D MAY 9,4 2005 1_ DNR +=TUrf'M AfJO STT( P U L 6RAlJCH We are sending to you via: US mail 5 5 5 5 5 4/29/05 5 4/22/05 5 12/17/03 5 For your information USACE Pre Construction Notification form Vicinity Map Soils Map USGS Map Sheet 1 (Channel Crossings plan) Sheets 2-6 (channel crossings) Wetland Delineation Map (Sheets 1&2) Agent Authorization letter Remarks: We are re-sending you these copies of the PCN for DWQ's COURTESY REVIEW. It is our understanding that this project falls below the threshold for a required application to DWQ and that written application and approval is not required, (and therefore no application fees are required) since the total impact is under 150 LF of stream channel. Attached is page 2 of the GC 3402 Certification instructions regarding the application thresholds. The application has already been submitted to USACE for their review and approval. Copies to: Jim Schaafsma L&L Project Number (tmepr.01) Landscape Architecture / Planning PO Box 1448 Raleigh, North Carolina 27602 9191821-5645 Fax 831-2329 it WQC #3402 Lakes and Ponds - Impacts to waters other than streams and wetlands as determined by the Division of Water Quality shall be measured as area. Permanent and/or temporary water impacts shall be enumerated on the entire project for all impacts proposed regardless of which 404 Nationwide Permits are used. Any activity that results in a loss of use of aquatic functions including but not limited to filling and dredging shall be considered waters impacts. Application Thresholds - Stream, wetland and water impacts that exceed any of the thresholds below require a complete application and written concurrence to use this Certification: • Total stream impacts of greater or equal to 150 cumulative feet of stream length for the entire project require written notification to and approval by the Division of Water Quality, and/or • Impacts to waters of equal to or greater than 1/3 of an acre require written notification to and approval by the Division of Water Quality, and/or • Wetland impacts of greater or equal to 1/3 of an acre east of 1-95 and 1/10 of an acre west of 1-95 require written notification to and approval by the Division of Water Quality except as specified below. Any impacts to wetlands adjacent to waters designated as ORW, SA, WS-1, WS-II or Trout or are designated as a North Carolina or National Wild and Scenic River and wetlands classified as SWL and/or UWL as well as wetlands described in 15A NCAC 2H .0506 (e) require a complete application and written concurrence from the Division of Water Quality to use this Certification. These thresholds apply for the entire project regardless of the number of Nationwide Permits applicable to the Certification that are issued by the USACE for the project; • Written notification to DWQ is required for all applications that propose to use Nationwide Permit 18. This notification requirement will be satisfied by providing two (2) copies of the PCN form to DWQ at the same time that the PCN form is sent to the US Army Corps of Engineers. A formal application and fee is not required unless DWQ decides that an Individual Certification will be required for the project. In this case, the applicant will be notified in writing from DWQ within 30 days of the receipt of the written notification. • Proposed fill or substantial modification of any amount of wetlands classified in accordance with 15A NCAC 2B.0101 (e)(7) as Unique Wetlands (UWL) shall require written concurrence from the Division of Water Quality; Impacts to any stream length in the Neuse, Tar-Pamlico or Randleman River Basins (or any other major river basins with Riparian Area Protection Rules [Buffer Rules] in effect at the time of application) requires written concurrence for this Certification from DWQ in accordance with 15A NCAC 213.0200. Activities listed as "exempt" from these rules do not need to apply for written concurrence under this Certification. New development activities located in the protected 50-foot wide riparian areas (whether jurisdictional wetlands or not) within the Neuse and Tar-Pamlico River Basins shall be limited to "uses" identified within and constructed in accordance with 15A NCAC 2B .0200. All new development shall be located, designed, constructed, and maintained to have minimal disturbance to protect water quality to the maximum extent practicable through the use of best management practices; Irrespective of other application thresholds in this General Certification, all impacts to perennial waters and their associated buffers require written approval from DWQ since such impacts are allowable as provided in 15A NCAC 2B. 0212 (WS-1), 213.0213 (WS-11), 2B .0214 (WS-III) and 213.0215 (WS-IV). Only water dependent activities, public projects and structures with diminimus increases in impervious surfaces will be allowed as outlined in those rules. All other activities require a variance from the delegated local government and/or the NC Environmental Management Commission before the 401 Water Quality Certification can be processed. In addition, a 30 foot wide vegetative buffer for low density development or a 100 foot wide vegetative buffer for high density development YO ?CDEHR North Carolina Department of Environment and Natural Resources Division of Water Quality Michael F. Easley, Governor William G. Ross, Jr., Secretary Alan W. Klimek, P.E., Director May 11, 2005 .7 . CERTIFIED MAIL Amy Mackintosh Little & Little PO Box 1448 Raleigh, NC 27602 Dear Ms. Mackintosh: MU 23 2005 Li LwC"-f P:y E On 5/9/05, the Division of Water Quality received the PCN application on behalf of TMC Associates for a 401 Water Quality Certification in Durham County, North Carolina. Please note that beginning January 1, 1999, the N.C. General Assembly passed legislation requiring payment of a fee for all 401 applications. Your application is being returned since no payment was received with the package. The fee for applications is $200 for projects impacting less than an acre of wetland and less than 150 linear feet of streams. For projects impacting one or more acres of wetland or 150 or more feet of streams, the fee is $475. In order for DWQ to begin review and process your request, you must send a check in the appropriate amount made payable to the N.C. Division of Water Quality, attached to your application. In addition, please supply 2 more complete application sets and map copies. We apologize for any misunderstanding with regards to payment and copies required. If you have any questions regarding this letter please do not hesitate to call me at (919)-733- 1786. Sincerely, PV; Cyndi Karoly Enclosed: 401 Application Packet received 5/9/05 CC: Central Files Wetlands/401 Unit 1650 Mail Service Center, Raleigh, North Carolina 27699-1650 One 2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604 NorthCarolina Phone: 919-733-1786 / FAX 919-733-6893 / Internet: hno: ;h2o.cnr.slate nc.us ncw•ctlands Amarally LITTLE & LITTLE 4 May 2005 TRANSMITTAL TO: Division of Water Quality 401/Wetlands Unit 1650 Mail Service Center Raleigh, NC 27699-1650 FROM: Amy Mackintosh SUBJECT: Triangle Metro Center South We are sending to you via: US mail R[Prr'q0W[R5 tAg 9 2005 t)EI,-R. 1NATER QUALITY V,Zt1}'f S t4jo STOr'11,MTER BRAUN 3 4/29/05 USACE Pre Construction Notification form 3 Vicinity Map 3 Soils Map 3 USGS Map 3 4/29/05 Sheet 1 (Channel Crossings plan) 3 4/22/05 Sheets 2-6 (channel crossings) 3 12/17/03 Wetland Delineation Map (Sheets 1&2) 3 Agent Authorization letter For your information Remarks: We are sending you these copies of the PCN we sent to USACE for your information. It is our understanding that this project falls below the threshold for a required application to DWQ and that written approval is not needed, since the total impact is under 150 LF of stream channel. Copies to: Jim Schaafsma L&L Project Number (tmcpr.01) Landscape Architecture / Planning PO Box 1448 Raleigh, North Carolina 27602 9191821-5645 Fax 831-2329 T { Craig Davis Properties Real Estate... We R1eke the Difference addnce Dediccfion Honesty tnnom ion integrity OrXrlty Respect Responsiveness synergy Team Concept 17 December 2003 Mr. Todd Tugwell US Army Corps of Engineers 6508 Falls of the Neuse Road, Suite 120 Raleigh, North Carolina 27615 Dear Mr. Tugwell: J. Mack Little of Little & Little, Landscape Architects has been retained as Craig Davis Properties' agent for work on and coordination of the wetland delineation and permitting at our site in Research Triangle Park. Please accept this letter as verification that Mack will be acting as our agent. Please call me with any questions. Sincerely, it 01 James F. Schaafsma Craig Davis Properties 9[9/;z,[gOW2I MAY 9 2005 940 NW Cary Parkway Suite 101 Cary, NC 27513 Telephone 919.678.4301 Fax 919.678.0801 vnwv. roigdavispropetes.com Email: nfo@croigdovisproperties.com I'-Z ihD AND STai r4QA1fD LITY 2A cCN LITTLE & LITTLE 24 May 2005 TRANSMITTAL TO: Division of Water Quality 401/Wetlands Unit 1650 Mail Service Center Raleigh, NC 27699-1650 Attn: Laurie Dennison FROM: Amy Mackintosh SUBJECT: Triangle Metro Center South R19@120WROP MAY 2 4 2005 DENR - WATER QUALITY r"40SAN0 STORIMATER BRANCH We are sending to you via: US mail 5 USACE Pre Construction Notification form 5 Vicinity Map 5 Soils Map 5 USGS Map 5 4/29/05 Sheet 1 (Channel Crossings plan) 5 4/22/05 Sheets 2-6 (channel crossings) 5 12/17/03 Wetland Delineation Map (Sheets 1&2) 5 Agent Authorization letter For your information Remarks: We are re-sending you these copies of the PCN for DWQ's COURTESY REVIEW. It is our understanding that this project falls below the threshold for a required application to DWQ and that written application and approval is not required, (and therefore no application fees are required) since the total impact is under 150 LF of stream channel. Attached is page 2 of the GC 3402 Certification instructions regarding the application thresholds. The application has already been submitted to USACE for their review and approval. Copies to: Jim Schaafsma LR.L Project Number (tmcpr.01) Landscape Architecture / Planning PO Box 1448 Raleigh, North Carolina 27602 9191821-5645 Fax 831-2329 E q@P=0W2 AA AY , A 9nn9 Fqp Office Use Only: oENF ,yM4aRMay 2002 OEUR - WATER QUALITY Y ETMN AND STORUNATBR BRNXH USACE Action ID No.'VV+? l o: ` (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: X Section 404 Permit ? Riparian or Watershed Buffer Rules ? Section 10 Permit ? Isolated Wetland Permit from DWQ X 401 Water Quality Certification 2. Nationwide, Regional or General Permit Number(s) Requested: Nationwide 39 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 Wetlands Restoration Program (NCWRP) is proposed for mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), 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: ? H. Applicant Information Owner/Applicant Information Name: TMC Associates, LLC Mailing Address: c/o Mr. James F. Schaafsma, Craig Davis Properties 940 NW Cary Parkway, Suite 101 Cary, NC 27513 Telephone Number: (919) 678-4220 Fax Number: (919) 678-4270 E-mail Address: jim.schaafsma@craigdavisproperties.com 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: J. Mack Little Company Affiliation: Little & Little Mailing Address: P.O. Box 1448 Raleigh, NC 27602 Telephone Number: (919) 821-5645 E-mail Address: mack.ln,lal-la.com Fax Number: (919) 831-2329 Page 5 of 12 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: Triangle Metro Center South 2. T.I.P. Project Number or State Project Number (NCDOT Only): 3. Property Identification Number (Tax PIN): 0747-01-15-6880, 0747-03-14-7865 4. Location County: Durham Nearest Town: Durham, RTP Subdivision name (include phase/lot number): N/A Directions to site (include road numbers, landmarks, etc.): Site is bounded by Davis Drive, Hopson Road and the Railroad line. Take Miami Blvd. south from NC 54, turn right on Hopson Road. 5. Site coordinates, if available (UTM or Lat/Long): (Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the coordinates for each crossing of a distinct waterbody.) 6. Property size (acres): +/-107 Acres 7. Nearest body of water (stream/river/sound/ocean/lake): Burden's Creek 8. River Basin: Cape Fear (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.nc.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: Former agricultural land use - fields, woods. Page 6 of 12 10. Describe the overall project in detail, including the type of equipment to be used: The project consists of construction of a mixed-use community, primarily multifamily residential, with mixed commercial and office space, recreation areas etc. Construction will also include roads, sidewalks, utilities and other infrastructure and amenities associated with the development. Construction equipment will include track hoes, front end loaders, pans, bulldozers, cranes, compaction equipment, etc. 11. Explain the purpose of the proposed work: The project will provide an urban residential community with associated services close to a proposed TTA station and to the RTP employment center. 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. No wetland, stream or other associated permits have been requested or obtained for this project. Jurisdictional delineations have been obtained. 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. Future road crossings of jurisdictional waters are anticipated in the NE portion of the project site. The timing of these crossings is currently unknown. The appropriate permits will be applied for and obtained prior to construction of these future road crossings. The delineation of the channel in this portion of the site sunsets in 2006 and may need to be re- approved prior to permitting. 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. The applicant must also provide justification for these impacts in Section VII below. All proposed impacts, permanent and temporary, must be listed herein, and must be clearly identifiable on an accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial) must 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. Page 7 of 12 1. Provide a written description of the proposed impacts: Proposed impacts consist of culverts and associated riprap, stabilization, and construction activities associated with road crossings of jurisdictional stream channels. 2. Individually list wetland impacts below: NA Wetland Impact Site Number indicate on ma Type of Impact* Area of Impact acres Located within 100-year Floodplain** es/no Distance to Nearest Stream (linear feet Type of Wetland*** * List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding. ** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps (FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or online at http://NvNvw.fema.gov. sss List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond, Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only). List the total acreage (estimated) of all existing wetlands on the property: 0 Total area of wetland impact proposed: 0 3. Individually list all intermittent and perennial stream impacts below: Stream Impact Length of Average Perennial or Site Number Type of Impact* Impact Stream Name** Width of Intermittent? (indicate on map) (linear feet) Stream Before (please specify) Impact 1 Culverts/riprap 109' UT of Burden's Cr. 10' TB-TB Intermittent-USGS/ Important - USACE Unclassified - Soils 2 Arch culvert 0 UT of Burden's Cr. 8' TB-TB map/not shown on USGS/ Important - 3 Culvert/riprap 40' UT of Burden's Cr. 18' TB-TB Intermittent-USGS/ unimportant-USACE 4 Arch culvert 0 UT of Burden's Cr. 16' TB-TB Intermittent-USGS/ unimportant-USACE 4 Clear span 0 UT of Burden's Cr. 16' TB-TB Intermittent-USGS/ List each impact separately and identity temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap, dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain), stabilization activities (cement wall, rip-rap, crib wall, 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. ** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at wwwmses.cov. Several intemet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com, www.mapquest.com, etc.). Cumulative impacts (linear distance in feet) to all streams on site: 149 LF Page 8 of 12 4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic Ocean and any other water of the U.S.) below: None Open Water Impact Site Number indicate on ma Type of Impact* Area of Impact acres Name Watcrbody ) (if applicable) Type of Waterbody (lake, pond, estuary, sound, bay, ocean, etc. * List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging, flooding, drainage, bulkheads, etc. 5. 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.): 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. 1. Road system has been designed to minimize the number of stream crossings while still providing adequate access from the community to adjacent streets. The traffic impact study for the site indicates that all the crossings are needed. The main access to Davis Drive is located at the only point where NCDOT will allow a signalized full service intersection. The northernmost crossing crosses below the confluence of the two channels, where the main channel is straight and narrow. The proposed road at this crossing is narrow. The proposed culvert at this crossing will therefore require the minimal disturbance to the stream. 2. Open bottomed culverts are proposed where proposed roads are wider and/or the stream meanders so as to minimize channel disturbance. 3. Headwalls are proposed at culverts to minimize length of fill slopes. 4. Most utilities will cross channels with roadways, causing no additional impacts. 5. Crossing # 3 will accommodate pedestrian and underground utility crossings. Page 9 of 12 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. USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide Permits, published in the Federal Register on March 9, 2000, 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 NCWRP 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://h2o.enr.state.nc.us/newetlands/strmgide.html. 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 2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at (919) 733-5208 to determine availability and to request written approval of mitigation prior to submittal of a PCN. For additional information regarding the application process for the NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/xvm/index.htm. If use of the NCWRP is proposed, please check the appropriate box on page three 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): Page 10 of 12 Amount of Non-riparian wetland mitigation requested (acres): Amount of Coastal wetland mitigation requested (acres): IX. Environmental Documentation (required by DWQ) Does the project involve an expenditure of public (federal/state) funds or the use of public (federal/state) land? Yes ? No X 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 ? 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. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233 (Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please identify_ V Yes ? No X If you answered "yes", provide the following information: 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 (square feet Multiplier Required Mitigation 1 3 2 1.5 Total * Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an additional 20 feet from the edge of Zone 1. Page 11 of 12 If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as identified within 15A NCAC 2B .0242 or.0260. N/A XI. Stormwater (required by DWQ) Describe impervious acreage (both 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. The overall site area is approximately 107 acres. The existing site has about one acre of impervious coverage representing less than 1% of the overall site. It is anticipated that the developed site will not exceed 80% impervious coverage. Per Durham County regulations, peak stormwater runoff rates leaving the property will be attenuated for the 1-year storm. The 2-year and 10-year storms will also be detained as needed to protect downstream areas. 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. Sewage disposal will be public sanitary sewer provided by Durham County via gravity outfall. Capacity at treatment plant has been verified. XIII. Violations (required by DWQ) Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules? Yes ? No X Is this an after-the-fact permit application? Yes ? No X XIV. 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). Gryvv(?C? It 9,/d, S Applicant/Agent's Signature D to (Agent's signature is valid only if an authorization letter from the applicant is provided.) Page 12 of 12 cD HppSON Rr J m Q m N 7 1Z.W46f m e TIzO GL J-}?''e' 5?9 VOrH e VICINITY NIAP 40 U ? ti W5 s \ 'w5E N W. Ur? 'r ?i. CC sE WsG + ,y w5B SE y \ N`? :_? , Ro 3 °o ;? GrB \?'v r WsC' / o o 1' ? Crj3 o ? / y. PfE 54 MfC 31y ~WsC/CC ?- u ? r ??'oFq G Gu WsC ? ^ ?, z Gu , ,y?s6 \ - m ?y u ?yw \ \tisr _: ?y Y,i '} i o w- / Ur cT?o? CC ?WsE. N. ° N 1 WSa;, Wsc 3 PfE U WsC Ir(,` / WsC Y m 0 Ws WsE3 WsC Gu \ h?2 v . 7N 'i, y WSB { WsC / •? It WsC yVsC" , -? _ I r / .' 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Wo Macke the Difference science Dedreoh'on Honesty Innomfion Integrity Quaky Resped Responsiveness synergy loom Concept 17 December 2003 Mr. Todd Tugwell US Army Corps of Engineers 6508 Falls of the Neuse Road, Suite 120 Raleigh, North Carolina 27615 Dear Mr. Tugwell: J. Mack Little of Little & Little, Landscape Architects has been retained as Craig Davis Properties' agent for work on and coordination of the wetland delineation and permitting at our site in Research Triangle Park. Please accept this letter as verification that Mack will be acting as our agent. Please call me with any questions. Sincerely, ames F. Schaafsma Craig Davis Properties 940 NW Cary Parkway Suite 101 Cary, NC 27513 Telephone 919.678.4301 Fax 919.678.0801 wvrw.aaigdavispropetes.com Email: `?nfo?aaigdavisproperties.com MAY 9 2005 DENR - WATER QUALITY t' 4111:9.; AND STOFUSNATER ERANCH N Oyu CkIC6? o TO pE h{?S Q df ?qy O" c??F 2 ? ?? p?qT r 1??f Tp' ???Ttq'Tr H 1 MILE E3 Primary highway, Light-duty road, hard or control by USGS, NOS/NOAA, and North Carolina Geodetic Survey hard surface improved surface (iopbgraphy by photogrammetric methods from aerial photographs Secondary highway, taken 1972. Field checked 1973 hard surface Unimproved road=a== - projection and 10,000-foot grid ticks: North Carolina coordinate Interstate Route 0 U. S. Route O State Route (system (Lambert conformal conic) !1000 -metre Universal Transverse Mercator grid ticks, N. C.' / zone. 1-7, shown in blue. 1927 North American datum SOUTHWEST DURHAM, N. C!Fine red dashed lines indicate selected fence and field lines where QUADRANGLE LOCATION NW14 DURHAM SOUTH 15' QUADRANGLE generally visible on aerial photographs. This information is unchecked N3552.5-W7852.5/7.5 Red tint indicates areas in which only landmark buildings are shown 1973 PHOTOREVISED 1981 DMA 5255 IV NW-SERIES V842 e;0vrN MN v GN 89 MILS 1'1T 23 MILS UTM GRID AND 1973 MAGNETIC NORTH DECLINATION AT CENTER OF SHEET `?in'ReA-?,Y DU ?M, N'6' L cv ED W cE G co N 1 A r r Lo a 0 N rn N m (6 a) > 7 U m 'o o Y/ v (o c:) Ir- N U a) 0 a z f 1 '; YL I I `,. `. \'• '. , )? \ ?,,' ' , ,- 1 , ; . • , -. 'NOTE: ' ' k ` - ! ROADWAY' CROSSING, _ , OESIGN OF STRUG'TURES \ -_ -- ___ a , .., ?.' / r SHOWN QN Hl$'.EXHIB{T 1 1 -'r2 1256, RC9C _ ,. ; . . i I' , 4 1 WITH HEAOWALtS=(1Q9' OF; - - _ _ - , j ARE. PRELIMINARY _ f' ?, { / 7 k y ; ; 'TOTAL CHANNEL DISTUR6ANCE)Rn ` a I ,,; f ; ' I' ?' n I ? 1REAM ;HANKS. \ : ` \\\\! j t '; {; PEDESTRIAN/BIKEWAY CROSSI ` \ : \ , ,' U' ' I' L, '?r.. ',;t AND UNDERGROkINIZ-UT1LIilES \ ` .* \ ,..':.1 i co ?1 \ -?\ `•16` RCP PIPE .CULVERT 'I ; <; > , ,' •? (4 Q L.F ` OF TOTAL CHl,NNEL DISTURBANCE): \;. .\ '., f 1 111 II 1 'II' 1 , t? r 1 , \ \? Q 4 i 1' { 1 Ili /?? ` :: ?o- , S ?• nn{.1 'I_i I .• 1 ;' 1 \ , . . ?i .\, \ :r+ , 'ICI ` \\''. %Lo - VV? _ • , :I.f I1,. i'rr ' Jam.;{ - `yI L f7 i lil 1: tI',\ ';' \ • \ !' (, ,•\•''+? : ,;; I, - k 1z. , b ? l :'t,. I? .I, p ' 1„!, 1 ,\ll ..rfi ., ?`'\ ?I'G '41 , ?'? ,,\ ?-? .. '\\?` \ - q- : 1 r o % 1Y n 11 II . . I j R.v?,,?P;;A I :•, \ 11 4 I 1 ;'\ ",•`:> ; Dt .?, $10 I I I It I ', ? . ,?=' ' I , ROADWAY CROSSINGjII j,, \ \\\,. --:: ?. ?, ?, i {, :? x , to ` `• 8'H'X 36''W1DE.'ARCH ' ?I' yII 41 If 1 ?,I ,? .\- 1 .HIGH ,II' r 11 II - `I`'I ( . 't :r, `4 fit.. ?,,, CULVERT W?5 III I jI. ' -U? ;II 1 I II' 7 I I I , d ' I `, Sp. ` \ _ HEADWALLS (N0. 14 I i , .? I. I r? O 1 ` ;. 1 i(4 ,I o;r r 11 , 1 . ? . ', \t.\ CHANNEL: DISTURBANCE) ,??' 1 ' r i .Ill,. ' I tY' I'.. . '?? \ \? ; \ •t\ III ,,_. 1111 I II' / a I 'III' I {.I I.??I ,I irJ ''I.' ?1f l'i `5 v. \,\ t:` I}?. ?'.,' (:I ? ?':QIi1 1 .,,? S ? /iq?'1 ` r•\'.. Iit{' / 'I . - .?\t 14 ` • .('I/. d?41.1 I?I i LIB, , ?, . I \` 5y ?1 4 , 11 ?, A ) I 1 , ./ iii ti 1 ` { . . TREAM BANKS" Z"Y '?- ! ) 1 tx .1»r = >? ! \- ? ,.J _ ?.1: \; I ' I:I i ?.? •? \ !P' ' ` 1, r l?w \? i..`(i:.' I r-• vm -. .,, •c rt [Q ' 11I 1, i, I i. ;I (? 1 I I _ 1 <<1i'• . I ?? I i ,.II. r , a-ti4/ ;- ,7 '/ l, 1\ La _ R c'?'x4, ti Y ` -C 1 - . I , ? ' ,F I . 1. 1 1 i 4(I 24+ ": Y -YID ? .-• !F. f' 6 L ,1>.[.'Wi r.L*CNW? A' 1 A rll:'; , - +\ \Y\?, I II' dd - ./ 1 ?.y `. ',(s?,,.. rc.a` w.arrr, 1. . I ,:, , 1 .I , ? I ;/? Ix u -°? 1 \,: - c.+ _ ', 111 , 1 -'d r , _ ; _.? , -\ L.- . -•_-'?-+'--. 1. .i` '. 4. i .CJ \ =?.-- !?!,,tA , / \\ F 1I, Ll- I , , ! I I / 1 ?1 a'. 7REAM RANKS I C ? : I .?' ,. `I'yi . j I \ • .• . ` . ,' ,. '.,\ ? . \', It. , .ROADWAY ' CROSSING ?„ I I i 1 / f / ?, ,-- '%'- ' \,'., y 1, I'', I I ?: `CLEAR 'BRAN BRIDGE. 1 \, .'\\ I ?. y\ . I I ;1 I . rv ROADWAY CROSSING.' ?. ?; I; .. (NO "CHANNEL 'DISTURBANCE) ' e ; I:. ' I;I ' $ 8'H : X' 36':WIDE' ?; , ,` ! I II . \', . 4? 1lli ", ARCH CULVERT W/5' HIGH \ ' \ A f1 r I M I r ; .. ; HEADWALLS'. - , ' ' 1 r: ?I I{ E ; -1 '?.: y (NO m? 1. CHANNEL DISTURBANCE) ` rA? M r' ra .. tl5 4rl tYt+S- Illy. '^ L I I i , \ .'!.ny; .`?„ w 1 r i I '111( - ?' ?1 r•- - - I .1 . / ., \ t . ?.. J+- /; , I ' r- I. _ -• -? . .` 1,1 1 , ,1 _ ... . , .1 ? . - '? -- . . ; I ' ' _ ?4' . I . ?; ! I , s . 0 100 200 s I I - '' - -- P ! \ . I .? I ;NOT fOR :CO _ iYSTRUGTIO? HI sC G C ALE ( ? ` `I I I • ? ? ,, ? tp f q r , pr ; a ,:: LITTLE & LITTLE co ko t" Cl ?J 0 F-Q:: C (9 ova Z N N N cy, 111111111111111111 _ co 0_ ?? o Z) N o,d-d V)wW Ii W a `?? W Z Z J J HZ G o0 Z Q cc W= V In ko VV = o0 I- w a a a Qaa O CC CC 0 co N N Itt- Z W W 2 21- Z lLly m J W? .j u. G °oJ 0Q zaw z °W° cc 3 (f) j.- VI W Z > 111111111111111111 jr owa: °0 0 U Z _ 5? ?--N O D Z BALLENTINE ASSOCIATES, PA 221 PRO`MMC£ ROAD. CHAPEL WLL, N.C. 27514 (919) 922 - 0481 (919) 489 - 4789 SCALE: AS SHOWN DATE: 29 APR OS JOB NUMBER: 103015.00 DRAWN BY. GJR REVIEWED BY. XXX SHEET 1 OF 6 III- .V7 NOTE: DESIGN OF, STRUCTURES SHOWN ,.ON THIS IXHIBIT . ; . ARE PRELIMINARY L N N E Lo N r >n O 0 N co N N N U m O 0 Li 0 co c:) T N U Q) 0 L z RIPRAP ' HEADWALL 1 -? • ? ? ? ` _ . -; ?? 1,x_'/1\Y N• : ?, i ,?, ?? •. ._..• '.? ! ' ' 1 j •-?. ,_. ?. •. I' I + i ?,?? ?;? 1 rim. ,?=';, 1 :?, ? ? + ; ? ? •.? 1 z _j z I ( I ?' I N 776358.2908 \ ? 1 I 5-9199 13 I i f RIPRAR I I } I _ I EMERGENCY' SURVEYED \ i f J' ? SPILLWAY WEIR TOP OF BANK I I j J. ft 18 DIA ORIFICE ' I I INV=28Bt ? ! I V? !si 0 +5 30 I I NOT FOR CONSTRUCTION j I I i I ( )N FEET LITTLE & LITTLE O ~ Q? Q Z 6 O N N Ill D-d co) (n W W z N I- v- 0 Z # cc 0 Z 0 A I• O LU Q J Z z 0 s? W I- z UALLENTINE ASSOCIATES, PA 721 PROW)ENCF ROAD. CHAPEL l81E, KC 27514 (219) 929 - 0481 (919) 489 - 4789 SCALE AS SHOWN DATE: 22 APR 05 JOB NUMBER: 103015.00 DRAWN BY: GJR REVIEWED BY: XXX SHEET 20F6 -? A0A 0 0 . t 11) T ?P 10? OJ atid??.o5 I c6 a? E I &I o 30.W SPAN ; si of I I ROADWAY I I - \ T PRECAST ARCH CULVERT SOtUCWM I i * I 5, PRECAST W I SEYCNO i ± i i D12=10 CRGRD i ° I------I -- - X10 ----- - - T- I EEEK?WIt --- ? ?---J i 1` 1D SURVEYED CHANCE L LUM C NO D RWZAN ? 1P. CONC. FO0TlNCh (APPROX = SHOM4 ) NOTE: DESIGN OF STRUCTURES SHOWN ON THIS EXHIBIT ARE PRELIMINARY G 40 50 80 70 80 90 iW ISO Q CROSSING •2 SECTION B-B M SCALE: 1-=10' I o I ?,' i I LII ?? i 00 CROSSING J2 % d ?° I\ j f I I I _ - 8I{ X 36' WIDE ARCH CULVERT W/5' HIGH HEADWALLS i j ; iI i ; I! ` I ; I f I (NO CHANNEL- DISTURBANCE) N I ?I I i I I I I/Z i? , ` I I f ---1------ i II ' I 9127 _0 hill !i I,, i / f 4 'l o i? I I I f LO .? : ' I ?I i ( I i, I I f I N 775461/9833 E 20AQ5 5.3839---= -- --r q°o ?ca m l i `? ?I ', I. I I' i f U - E Iy I ?)f f 1 ' ' I \ \ O__ 13 30 a` ! NOT I(a\ ; F ' R CONSTRUCTION. ' GRAPHIC S:AEZ IN F= tE I ?/ LITTLE & LITTLE 0 ai? a N N I F- W 0 N w? ?W ul _z I• N -j o Z a OZ '12 0ca o o z Wf C) _ J Z _? w CC H Z BALLENTINE ASSOCIATES, PA 221 PR0VW4CE ROAD. CHAPEL Hd4 TLC 9314 (919) On - 0181 (919) 489 - 4709 SCALE: AS SHOWN DATE: 22 APR 05 JOB NUMBER: 103015.00 DRAWN BY. GJR REVIEWED BY: XXX SHEET 3OF6 L m cn z E Lo r /r Lo 0 0 N co N CD vi U m 0 0 Lo T O (y) O N U a) 'o nL LL Z ii \NOTE: gESIGN.-OF,. STRUCTURES SHOWN ON `t.THIS EXHIBIT - 'ARE PRELIMINARY R ' RETAINING WALL \tiQSw~? -_\ \ N 775884.7429 J 1 \? F .2041096.8133 \ •Y??? \ PEDESTRIAN/BIKEWAY \ •, Iti .. RIPRAP .? :.. ! 8" RCP PIPE-CULVERT 0 CF SURVEYED \\??tUUIC C ygNN lOJq TOP OF'BANK -- i ?s? .s ?' RegNCF _ s 'NO FOR CONSTRUCTION ` GR"Eac sc= IN FEET ) LITTLE & LITTLE ode N I=- W V/ w d mow; OC z W - o I- co) o Z Q W 0 0 Z _ ? O cc - 212 L O Z LLI ?V = LLI 9J D 0 cc W« z I?- v z H I BALLENTINE ASSOCIATES, PA 771 PROVZMCE Ran, O W& ILL, Kr- 77314 (919) 979 - 0161 (919) 189 - 1769 SCALE: AS SHOWN DATE: 22 APR 05 JOB NUMBER: 103015.00 DRAWN BY. GJR REVIEWED BY. XXX SHEET 40F6 i , LITTLE & LITTLE ~la Q a L ca cn a? E 2 N 77 u? 0 0 N 00 N ?r m N 7 U / rn 3 a 0 0 Li O 0 T N U N 0 ^L LL z w O cf) W ? In N w M w z a o Z a O 'W'++ L x ' ? - Q o To 4 Q ? C - 4a Z 1-0 - W j 20 i W Z a Z - H N ? g il a z BALLENTINE ASSOCIATES, PA 711 PROVMC£ ROAD. CHAPEL H LL KC. 27514 (919) 929 - 0481 (919) 483 - 4789 SCALE: AS SHOWN DATE: 22 APR'05 JOB NUMBER: 103015.00 DRAWN BY: GJR REVIEWED BY. XXX SHEET 5OF6 c? N N CE G Q N Lo c:) O N co N U cy) 0 0 Ln T 0 co c:) T rn U (D 0 ^L LL z v j NOTE: O pphr j DESIGN OF STRUCTURES ?°? ROAD'?"Y SHOWN ON THIS EXHIBIT M=IM ?. a ELE- 0"""° ARE PRELIMINARY <Also -- I _ _ j ` i « SPAN 6i9DCE I C ANNM NV. U".-327t fm SUR%EYED GUWiE NO DMUM&NM GROUND 3101 I I -L- 50 60 70 !ID 90 100 110 120 130 CROSSING wS SECTION E-E SCALE: 1"=10' --- - j i.tF ", \ • • CROSSING #5 r ?', ? , CLEAR SPAN BRIDGE (NO I ?. ' '/fir..' .,;.., :/ ,/'''J• • ?''';,r,,(..?? -- - -r-- CHANNEL--DISTURBANCE) \'•` ,.. /{ J i.1 Al t i I /1 I % j. may. . I! I ? 7? ! \ r Oro r N 775095.1399: \ .y' o is 30 E 2041759.6313 cwrmc A)IZ - ?' NOT FOR' `CONSTft iON LITTLE & LITTLE ? W o ? 0 N N W 0 W ? N (n W : Y. Z N W !- to o o Zst 'u+i Q VZ 0 o o ? co) 0 a W ? J G z z o 5 7 Z BAL LENTINE ASSOCIATES, PA 221 PROVIDENCE ROAD. (919) 929 - 0461 CHAPEL HIU, N.C. 27514 (919) 469 - 4789 SCALE: AS SHOWN DATE: 22 APR 05 JOB NUMBER: 103015.00 DRAWN BY: GJR REVIEWED BY. XXX SHEET 60F6 SURVEYORS CERTIFICATION © ?j I, KEVIN C. PIVER, HEREBY CERTIFY THAT THIS MAP WAS PREPARED UNDER MY SUPERVISI ON FROM AN ACTUAL FIELD SURVEY AND THAT TO 2 THE BEST OF MY KNOWLEDGE AND BELIEF IT IS U, CORRECT IN ITS REPRESENTATION OF THE EXISTING SITE CONDITIONS . ? S 2 j ? L-3919 tS SIGNATUR REGISTRATION NO. a 7 22G DATE 1,1111111111/", A Cq pp CHEF OHE---,? % ??. ?o4ES51pN,`,. e ; _ SEAL L-3919 f = 6 ??'?•'•h0 S VE??•?!1 ?` [ : i \ ?'•,: R •'' ` MAIONSON FAMILY PARTNERSK 1 0&1578 P6.993 PP , I ( P C PW/0747-01-15-6880 PARCEL ID 584-01-008 1 L ' / L?j 4* wmvxe SEARLS FAMILY LUTED PARTNERSHIP •ocos DO 2712 PC 997 PN#0747-03-14-7665 "Im AAU C U1 1 PARCEL Of 157833 LI6i SEARLS FAMI LIMITED PARTNERSHIP DO)2712 PG 997 PN 47-01.05-2301 w-, PAR10/584-01-003D *+ . F'"?JI J llII w w - r d -? 0 REFERENCES PEL30 PGII6 PB BD MID P8.94 PG48 PEL81 PG127 DB.Z112 Pr-997 NCDOT PROJECT ^2522901 LITTLE & LITTLE LANDSCAPE ARC=ECTURE /PLANNING 127 TL HARGETT STREET, Sl9iE 104 RALEIGH, NC 27602 (919) 621-5643 FAX (9I2) 0.71-2329 NOTES. 1. ALL DISTANCES ARE HORIZONTAL GROUND DSTNCES 2 ALL DISTANCE ARE COMPUTED BY COORDINATE COMPUTATION METHOD UNLESS OMERNBE NOTE, 1 THIS PROPERTY IS NOT LOCATED N A SPEOAL FLOOD HAZARD ZONE AS DEFINED BY THE EYF%FMY MANAGEMENT AGENCY. AS CETEMAGNED BY THE ROOD INSURANCE RATE MAP(F6N) P7 mea C(DOIWI CONTYA DATED FEBRUARY Z 1996. A THIS PROPERTY IS LOCATED DURHAM COUNTY. NORM CAROLINA. 4 THE FIELD SURVEY FOR THIS PROPERTY WAS PERFORMED ON 6/10/03. 0. %ETLAMDS DELINEATED BY LITTLE AND LITTLE. LEGEND ae •aAOrt ® •wr v YF aAart ?A•. 0- ? ww[n 0 N O mNm aIDYN Iaf "T,9 •GMWN O6 Yrtxr ev YINU4 e• .? eTT ® am Ibl CM) osY nv ® mba vu rmzr. nlxa• 1¢ nr E] QT nauen>?w.r na rww T iIIQ} IO (•w Ym wr ® Ym I[m as WN Cp -9 Our R Nm YNaT E) CHE- w ?TeYt Y tl]', a Lars A MTIROt n rA¢ w tAID IOat nc NASIC Ir[ tr 9xlN®rw ?[ rD II.N®tN164 a Ae•OI® R"n[R rR uo aw .o aDOl CURVE TARE CURVE tFNCTH RADIUS DELTA ANON OICRD BEARING CHORD CI 20166 2830,0' 4'0458 10087 S213353'V 201.61 C2 5.11' 769.9 1690' IC4 ' N7 4.41' C3 12415 3030.08' 1 4.10 N7 'M 1 17 C4 a4 N' 74' N71'IT' 4 LJ,t` . o C?c? OHE`1? ? w L>NE ,wtoe v x vnm ? OHC nAg a ua.'mIa p,C` 0e O6 At IRw•.0 AT oR v FB••TOe .p+lly VAL10NSCN FAMILY PARTNFASFiP j RsJ DEL13M PC 23 PIN#0747--01-1 am PARCEL x#584-01-OC8 ?o n3 1 ,,, ? rwm v AlO Q01 r•R tt,A9? '10006 EI TI/ Y IDY "? 1 f I I ?00?°? GRAPHIC SCALE 500 0 250 500 ( IN FEET ) 1 inch = 500 ft "THIS CERTIFIES THAT THIS COPY OF THIS PLAT IDENTIFIES AS WATERS OF THE U.S. OR WETLANDS ALL AREAS OF WATER OF THE U.S. INCLUDING WETLANDS, REGULATED PURSUANT TO SECTION 404 OF THE CLEAN WATER ACT AS DETERMINED BY THE UNDERSIGNED ON THIS DATE. UNLESS THERE IS A CHANGE IN LAW OR OUR PUBLISHED REGULATIONS, THIS DETERMINATION OF SECTION 404 JURISDICTION MAY BE RELIED UPON FOR A PERIOD NOT TO EXCEED FIVE YEARS FROM THIS DATE. THIS DETERMINATION WAS MADE UTILIZING THE 1987 CORPS OF ENGINEERS WETLANDS DELINEATION MANUAL." NAME: 1\ ?, ?+ ?-rv?? TITLE: DATE25 DILI(- 2003 ?'J?LIZaI RO DPAKAW IE11U; 3aAomw 3 m <a mAAi m1LIT01 0710 YIL?T 3Al ? !r ? aE' .tut?x;o U9 ?uw. I i moo"U-I WAIN U- 2 q1 •-CKWA LUTW >?A. BALLENTINE ASSOCIATES, P.A. 221 PROVIDENCE ROAD. CHAPEL HILL H.C. 27514 (919) 929 - 0481 (919) 489 - 4789 WETLANDS DEUNEA11ON PLAT WILKINSON AND SEARLS PROPERTY UNWAK 14C JOB #: 203007.02 DATE: 17 DEC 03 SCALE: 1"=500' DRAWN BY: L.S.J./J.A.D. REVIEWED BY: K.C.P./G.M.P. REVISIONS: r SHEET 1 OF 2 ??-- 1,c I SURVEYORS CERTIFICATION I, KEVIN C. PIVER, HEREBY CERTIFY THAT THIS MAP WAS PREPARED UNDER MY SUPERVISION FROM AN ACTUAL FIELD SURVEY AND THAT TO THE BEST OF MY KNOWLEDGE AND BELIEF IT IS CORRECT IN ITS REPRESENTATION OF THE EXISTING SITE CONDITIONS. )4?_ 6 !. L-3919 SIGN ATUR REGISTRATION NO. Z Z 1_b-? DATE ,,1FeP,,, CqR o ' ?af£SSION4C( Q SEAL L-3919 = ? \v f•'••••• --<,L1 NCSG 'AA,/'T( C. Q 1 ,?` MONUMENT ???FFFL6?` 'HOPSON* N:773721.4742 REFERENCES E.2034907.3901 PEL30 PO116 ELEV-335.5 PB.63 PG.10 PB.94 PG/8 Peet PGI27 D0127 t2 Pe997 NCOOT PROECT f3.2=901 NOTES 1. ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES 2. ALL DISTANCE ARE COMPUTED By COORDINATE COMPUTATION METHOD UNLESS OTNWINSE NOTED. 3 THIS PROPERTY IS NOT LOCATED N A SPECIAL FLOOD HAZARD ZONE AS DEFINED BY THE DAERtEN6'Y MANAGEMENT ACENCY. AS DETERMINED BY THE FLOOD INSURANCE RATE MAP(FIRM) 037006= 0188 G(DURHAM COUNTY). DATED FEBRUARY 2. 1996. 4. THIS PROPERTY IS LOCATED DURHAM COUNTY, NORTH CAROLINA. S THE FIELD SURVEY FOR THIS PROPERTY WAS PERFORMED ON 6,10"n 6. WETLANDS DELINEATED BY LITTLE AND UTTLE. WATERS OF THE UNITED STATES UPPER 404 JURISDICTIONAL LIMITS Northing Easting Description 775177.02 2040708.44 FLAG 2715 774895.12 2042080.45 FLAG 2716 NC GRID NAD83 COORDINATES OF WET LAND FLAGS NORTHING EASTING DESCRIPTION 775205.84 2040513.80 FLAG 2729 775216.60 2040461.99 FLAG 2728 775192.47 2040434.67 FLAG 2744 775129.69 2040445.88 FLAG 2743 775061.68 2040489.72 FLAG 2742 775083.17 2040534.94 FLAG 2741 LITTLE & LITTLE LANDSCAPE ARCHITECTURE /PLANNING 127 W. HARGErr 31REET. SATE 104 RAEf1CK NC 21602 fA1 (919) 631-2329 SEARLS FAMIL LIMITED PARTNERSHIP I? D8 2712 PG 997 GRAPHIC SCALE PF PIN#0 47-01-05-2301 PARCE ID#584-01-003D 200 0 100 200 I ( W FEET ) 1 inch = 200 ft. 41 F 44V BALLENTINE ASSOCIATES, P.A. 221 PROVIDENCE ROAD. CHAPEL HILL N.C 27514 (919) 929 - 0461 (919) 4a9 - 4789 WETLANDS DEUNEATION PLAT WILKINSON AND SEARLS PROPERTY MMAY6 we JOB #: 203007.02 DATE: 17 DEC 03 SCALE: 1"=200' DRAWN BY: L.S.J./J.A.D. REVIEWED BY: K.C.P./G.M.P. REVISIONS: ?F I I SHEET ft 2 OF 2 ?? ?j@% oa'? V ? y ? ? I\4?y`??,a o,?R14?6?t T? 8326 '18"E 164 446'8 MGR p DIC 7ANCE) STANCE) IPF-CONTROL CORNER N 775693.13 E 2039652.67 NCSG I< MONUMENT 'HEALTH' C NAD83 AVG. COMBINED FACTOR-.999882198 N: 773533.5907 L E 2036540.7957 ELEV=357.15' r of 01 00 u ... J IWILKINSON FAMILY PARTNERSHIP RIP RAP r D8.1336 PG.993 z PIN#0747-01-15-6880 PARCEL ID#584-01-008 J PF A[? ??_ /pp I N 36 WOODS N J J FLAG-2744 ;? 1 FLAG-274 DEUNEATED WETLANDS 10,311 sq.ft. FLAG-27 0.24 acres OPEN AREA LITTLE & LITTLE 24 May 2005 TRANSMITTAL TO: Division of Water Quality 401 /Wetlands Unit 1650 Mail Service Center Raleigh, NC 27699-1650 Attn: Laurie Dennison FROM: Amy Mackintosh SUBJECT: Triangle Metro Center South [2@00728 MAY 2 4 "1005 OENR - vvATER QUAL Y ,.,rj11,t!{)SQ40STGHC1fiNAT'tRU -iqt We are sending to you via: US mail 5 5 5 5 5 4/29/05 5 4/22/05 5 12/17/03 5 For your information USACE Pre Construction Notification form Vicinity Map Soils Map USGS Map Sheet 1 (Channel Crossings plan) Sheets 2-6 (channel crossings) Wetland Delineation Map (Sheets 1 &2) Agent Authorization letter Remarks: We are re-sending you these copies of the PCN for DWQ's COURTESY REVIEW. It is our understanding that this project falls below the threshold for a required application to DWQ and that written application and approval is not required, (and therefore no application fees are required) since the total impact is under 150 LF of stream channel. Attached is page 2 of the GC 3402 Certification instructions regarding the application thresholds. The application has already been submitted to USACE for their review and approval. Copies to: Jim Schaafsma L&L Project Number (tmcpr.01) Landscape Architecture / Planning PO Box 1448 Raleigh, North Carolina 27602 9191821-5645 Fax 831-2329 - mA.YQ?-5 .. 9nM5 Office Use Only: Form Version May 2002 MM - WATER QUALITY WRIER auAU ZH Y, 2Two Mo S RANGM ?EpS RID STORO'X? BRAt USACE Action ID No. Ro. Nti? (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: X Section 404 Permit ? Riparian or Watershed Buffer Rules ? Section 10 Permit ? Isolated Wetland Permit from DWQ X 401 Water Quality Certification 2. Nationwide, Regional or General Permit Number(s) Requested: Nationwide 39 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 Wetlands Restoration Program (NCWRP) is proposed for mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), 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: ? H. Applicant Information 1. Owner/Applicant Information Name: TMC Associates, LLC Mailing Address: c/o Mr. James F. Schaafsma, Craig Davis Properties 940 NW Cary Parkway, Suite 101 Cary, NC 27513 Telephone Number: (919) 678-4220 Fax Number: (919) 678-4270 E-mail Address: jim.Schaafsma@craigdavisproperties.com 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: J. Mack Little Company Affiliation: Little & Little Mailing Address: P.O. Box 1448 Raleigh, NC 27602 Telephone Number: (919) 821-5645 E-mail Address: mackXa),]a1-la.com Fax Number: (919) 831-2329 Page 5 of 12 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: Triangle Metro Center South 2. T.I.P. Project Number or State Project Number (NCDOT Only): 3. Property Identification Number (Tax PIN): 0747-01-15-6880, 0747-03-14-7865 4. Location County: Durham Nearest Town: Durham, RTP Subdivision name (include phase/lot number): N/A Directions to site (include road numbers, landmarks, etc.): Site is bounded by Davis Drive, Hopson Road and the Railroad line. Take Miami Blvd. south from NC 54, turn right on Hopson Road. 5. Site coordinates, if available (UTM or Lat/Long): (Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the coordinates for each crossing of a distinct waterbody.) 6. Property size (acres): +/-107 Acres 7. Nearest body of water (stream/river/sound/ocean/lake): Burden's Creek 8. River Basin: Cape Fear (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.nc.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: Former agricultural land use - fields, woods. Page 6 of 12 10. Describe the overall project in detail, including the type of equipment to be used: The project consists of construction of a mixed-use community, primarily multifamily residential, with mixed commercial and office space, recreation areas etc. Construction will also include roads, sidewalks, utilities and other infrastructure and amenities associated with the development. Construction equipment will include track hoes, front end loaders, pans, bulldozers, cranes, compaction equipment, etc. 11. Explain the purpose of the proposed work: The project will provide an urban residential community with associated services close to a proposed TTA station and to the RTP employment center. 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. No wetland, stream or other associated permits have been requested or obtained for this project. Jurisdictional delineations have been obtained. 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. Future road crossings of jurisdictional waters are anticipated in the NE portion 'of the project site. The timing of these crossings is currently unknown. The appropriate permits will be applied for and obtained prior to construction of these future road crossings. The delineation of the channel in this portion of the site sunsets in 2006 and may need to be re- approved prior to permitting. 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. The applicant must also provide justification for these impacts in Section VII below. All proposed impacts, permanent and temporary, must be listed herein, and must be clearly identifiable on an accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial) must 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. Page 7 of 12 1. Provide a written description of the proposed impacts: Proposed impacts consist of culverts and associated riprap, stabilization, and construction activities associated with road crossings of jurisdictional stream channels. 2. Individually list wetland impacts below: NA Wetland Impact Site Number indicate on ma Type of Impact* Area of Impact acres Located within 100-year Floodplain** es/no Distance to Nearest Stream (linear feet Type of Wetland*** • List each impact separately and identity temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding. ** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps (FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or online at http:Hwww.fema eov. *** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond, Carolina Bay, bog, etc.) Indicate if wetland is isolated (detemrination of isolation to be made by USACE only). List the total acreage (estimated) of all existing wetlands on the property: 0 Total area of wetland impact proposed: 0 3. Individually list all intermittent and perennial stream imp acts below: Stream Impact Length of Average Width of Perennial or Site Number Type of Impact* Impact Stream Name** Stream Before Intermittent? indicate on map) ( P) (linear feet ( ) Impact (Please specify) 1 Culverts/riprap 109' UT of Burden's Cr. 10' TB-TB Intermittent-USGS/ Important - USACE Unclassified - Soils 2 Arch culvert 0 UT of Burden's Cr. 8' TB-TB map/not shown on USGS/ Important - USACE delineation 3 Culvert/riprap 40' UT of Burden's Cr. 18' TB-TB Intermittent-USGS/ unimportant-USACE 4 Arch culvert 0 UT of Burden's Cr. 16' TB-TB Intermittent-USGS/ unimportant-USACE 4 Clear span 0 UT of Burden's Cr. 16' TB-TB Intermittent-USGS/ brid2e 0 = List each impact separately and identity temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap, dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain), stabilization activities (cement wall, rip-rap, crib wall, 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. ** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at Nvww.uses.uov. Several intemet sites also allow direct download and printing of USGS maps (e.g., www.to2ozone.com, www.mapquest. corn, etc.). Cumulative impacts (linear distance in feet) to all streams on site: 149 LF Page 8 of 12 4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic Ocean and any other water of the U.S.) below: None Open Water Impact Site Number indicate on ma Type of Impact* Area of Impact acres (if Name applicable) ) Wat Type of Waterbody (lake, pond, estuary, sound, bay, ocean, etc. List each impact separately and identity temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging, flooding, drainage, bulkheads, etc. 5. 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.): 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. 1. Road system has been designed to minimize the number of stream crossings while still providing adequate access from the community to adjacent streets. The traffic impact study for the site indicates that all the crossings are needed. The main access to Davis Drive is located at the only point where NCDOT will allow a signalized full service intersection. The northernmost crossing crosses below the confluence of the two channels, where the main channel is straight and narrow. The proposed road at this crossing is narrow. The proposed culvert at this crossing will therefore require the minimal disturbance to the stream. 2. Open bottomed culverts are proposed where proposed roads are wider and/or the stream meanders so as to minimize channel disturbance. 3. Headwalls are proposed at culverts to minimize length of fill slopes. 4. Most utilities will cross channels with roadways, causing no additional impacts. 5. Crossing # 3 will accommodate pedestrian and underground utility crossings. Page 9 of 12 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. USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide Permits, published in the Federal Register on March 9, 2000, 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 NCWRP 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://h2o.enr.state.ne.us/ncwetlands/strmL,ide.html. 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 2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at (919) 733-5208 to determine availability and to request written approval of mitigation prior to submittal of a PCN. For additional information regarding the application process for the NCWRP, check the NCWRP website at httl2://h2o.enr.state.nc.us/wrp/index.htm. If use of the NCWRP is proposed, please check the appropriate box on page three 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): Page 10 of 12 Amount of Non-riparian wetland mitigation requested (acres): Amount of Coastal wetland mitigation requested (acres): IX. Environmental Documentation (required by DWQ) Does the project involve an expenditure of public (federal/state) funds,or the use of public (federaUstate) land? Yes ? No X 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 ? 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. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233 (Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please identify )? Yes ? No X If you answered "yes", provide the following information: 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 s uare feet Multiplier Required Mitigation 1 3 2 1.5 Total Gone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an additional 20 feet from the edge of Zone 1. Page 11 of 12 If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as identified within 15A NCAC 213 .0242 or .0260. N/A XI. Stormwater (required by DWQ) Describe impervious acreage (both 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. The overall site area is approximately 107 acres. The existing site has about one acre of impervious coverage representing less than 1% of the overall site. It is anticipated that the developed site will not exceed 80% impervious coverage. Per Durham County regulations, peak stormwater runoff rates leaving the property will be attenuated for the 1-year storm. The 2-year and 10-year storms will also be detained as needed to protect downstream areas. 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. Sewage disposal will be public sanitary sewer provided by Durham County via gravity outfall. Capacity at treatment plant has been verified. XIII. Violations (required by DWQ) Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules? Yes ? No X Is this an after-the-fact permit application? Yes ? No X XIV. 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). i- z g o S Applicant/Agent's Signature D die (Agent's signature is valid only if an authorization letter from the applicant is provided.) Page 12 of 12 ?• rz Ur\ s- Wsc . z WsE WsG U i 71 WsB y • ?\ / 54 '" MfC\ j -y?`? ~o \ wsC WE .? , .??oF\ G Gu WsC . , Z 'GU,. WsB --' -•K m ?y c /• yG:\R ?o y?5 - ' x. .? ? O w F: . t Ur TIO,V, Cc . ? t _ (J1- O w s WsB, t a WSE' -.: .? . i m3. ?? PfE^ ? WsC •• ? ? ? .?" Gu ? s i WsC 1rQ WsC w 3 o ws ? J c° sc a ° Pf ?! Ws?. ?'? o WsB ??' "\ \ O ';, ? ?? ? ` ? ; ? r a • - ? WsC •? ? .. ?? ?. WsC \. .? O a: v r WsB y'. ?' WsC 4',F? ..rte f c s a W i ?i ,? _ •y a 1 a t WsB ?? ? i"; ? ? 1 r "? /?" C? ? ?•?.--ate ?' Q 3)I I.S.. 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S ,1 ,7• • - i` T • ~ .:f % t.........2 ,_..r-:....z x:a:;.?.r.... ...?... ?y?..? . °? ?..... r: ,.a. -.. ,. .,•._..., . a _.. .. _..._ .. _ .111 r' r .. _ ,,'. Craig Davis Properties 17 December 2003 Mr. Todd Tugwell US Army Corps of Engineers 6508 Falls of the Neuse Road, Suite 120 Raleigh, North Carolina 27615 Real Estcte... {'le /'wke the Di,7e,erce Dear Mr. Tugwell: B ;pace J. Mack Little of Little & Little, Landscape Architects has been retained as Craig Honesty Davis Properties' agent for work on and coordination of the wetland delineation and rntegdty permitting at our site in Research Triangle Park. Please accept this letter as °ua4 verification that Mack will be acting as our agent. Respect Responsiveneu synemy Please call me with any questions. Team Concept Sincerely, Yarne s F. Schaafsma Craig Davis Properties 940 NW Cary Porkvroy Suite 101 Cary, NC 17513 Telephone 919.678.4301 Fox 919.678.0801 wvnv.aaigdovisproperties.com Email: fogaigdavisproperties.com F= (07?1 P= U W Lr7p.---, B MAY 9 200§ DENR - WATER QUALITY V U@S A140 STOrPINATER @,VWC,H Ss dw" W 05. LL-Z' ve? 1 MP's 9 ?qL,, wpSGR4}?+? Jsj F/a I MILE Primary highway, Light-duty road, hard or control by USGS, NOS/NOAA, and North Carolina Geodetic Survey hard surface -- improved surface (topography by photogrammetric methods from aerial photographs Secondary highway, taken 1972. Field checked 1973 hard surface Unimproved road-=e - Projection and 10,000-foot grid ticks: North Carolina coordinate Interstate Route )0 U. S. Route 0 State Route System (Lambert conformal conic) !1000-metre Universal Transverse Mercator grid ticks, N Q¦ / zone. 17, shown in blue. 1927 North American datum SOUTHWEST DURHAM, N. 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'.1: s i)r;k;, d„ \' :'i+.`: , O, . - .. .. -2-v- ' I, 'N j (IN FEET ) . . . . . j_., , -, . _;,?? . .__._..___ _:? .. , : LITTLE LITTLE N 12 o = 0 /?{ V 0 a < 3 C4 N c" N = CO E- CC W W n O ? 7 0 m v /A W ?S ? Y/ W N N W ? W ? Ir Q ?'J Z W ` J J E" Z o C) F- O F- OC Z Q W IC _ ' V U _ O O om cc o a ¢ JX .4 O ii mN °'N lo- Z W WIr Q 2 I. _ W CO) cc 13 J O W ? LL 00 J O Z Q W Z o H a 3 0 Z w _ W W 23 23 = - 5 o 0 I / U Z ` _ m Z - N BALLENTINE ASSOCIATES, PA =1 NOW MM ROAD. CWEL Fill, FLO. 27514 (919) 929 - 0461 (919) 489 - 4789 SCALE AS SHOWN DATE: 29 APR OS JOB NUMBER: 103015.00 DRAWN BY: GJR REVIEWED BY: XXX SHEET I OF 6 NOTE: DESIGN OF--STRUCTURES 0 s' P ? SHOWN•.ON THIS EXHIBIT \? _ ARE ,PREI-IMINARY % LITTLE LITTLE i \ RIPRAP ?. w 0 HEADWALL ca - 1 I \ ( JK h, v`?F i i i 1` / 1 1 if l / jr1 a 0 Lu C.9 73 -4 t r 3 ?" Z = 5: _j 12!-X6! -R C ?--- --- ?_ ?1? W to 31 CD z cc o _j z I i - W I I \ N I i i I r l j I N 776358.2908 E,20407.3 ° z d I I {. I z ? RIP 1 i I ; I` i I I I I EMERGENCY SURVEYED \ I!- ITIi? 9J47 41 V j I '•? ; SPILLWAY PTIR '. TOP OF BANK r z m i r I, I BALLENTINE C) ,. 18' DIA. ORIFlCE % ` ASSOCIATES, PA I \ 1 221 I o I , i i f I ! \ INV=28Bf ?, ••?'.` I I j% I r Prsormaa Row. arwo. Imt.?c ? (09) 922 - W1 crj (919) - 4789 t ---? a? SCALE AS SHOWN DATE: 22 APR 05 I ' i ; ! I '. ! JOB. NUMBER: 103015.00 I A' I DRAWN BY: GJR 15 30 REVIEWED BY. XXX NOT FOR CONSTRUCTION GEC SCIIE SHEET z ' `? 2 OF 6 LITTLE & LITTLE alb 0 L Cc U, a Q co 0 CD N co N d' m N N 7 U CD 3 -a 0 0 ui O co Q N U N 0 nL LL z F" .7 /0 V/ cc W HN Z W0 0 o- oc ? 1-0 WIr 2(.) W J 0 z Q Z J O 2 V 0 a D w J W N w U7 ? i 0 Q 0 z 0 5 w BALLENTINE ASSOCIATES, PA 221 PROMMC£ ROAD. CHAPEL WLL KC. 9314 (919) 722 - 0481 (917) 483 - 4789 SCALE AS SHOWN )ATE: 22 APR 05 JOB NUMBER: 103015.00 )RAWT4 BY: GJR REVIEWED BY. XXX SHEET 3OF6 L cQ cn m E r 0 0 N 00 N d' m aa) U cm 0 0 m 0 co 0 N U 0) O a z \NOTE.' DESIGN- OF: STRUCTURES ?....... .... SHOWN ON'\THIS EXHIBIT ..ARE PRELIMINARY • r: .. i r l RETAINING WALL ?. Qgp51? -\ N 775884.7429 '.2041096.8133 :ice' t \ -? PEDESTRIAN/BIKEWAY \ \ ?^ \ RIPRAP '? i..?...:.. -? ..? . /.. 8" RCP PIPE-CULVERT r• \ .. f p CF SURVEYED ' \tt?ptliCllrf????i `. HANNF(TOT'1( \ TOP OF BANK 02g12J r. lit I% nco i \ \ 0 15 30 kOT FOR CONSTRUCTION GRAPHIC SCALE ,, t >N eexr ) LITTLE & LITTLE wwa?w?rwww{w??ww M? O K O ? Q N N I• W n-d_ cr) V) w . z W N 0 E' M o Z a ui VZ 0 ?N C O Z WM 25 I J 0 z2 Q WN M? oc E- V mz z BALLENTINE ASSOCIATES, PA 221 PROVDtNCE ROAD, CHAPEL HLL• KG 27514 (919) 929 - 0481 (919) 189 - 4739 SCALE: AS SHOWN DATE: 22 APR 05 JOB NUMBER: 103015.00 DRAWN BY. GJR REVIEWED BY. XXX SHEET 4OF6 LITTLE & LITTLE ~la ¢a O L cu _cn N E N r co u? 0 0 N co N d' m 3 0) U i m 3 0 0 L6 T CY) r N U a) 0 L IL z T H ``0? v/ ix W H d' Z v C7 Z O co) co f- O W? W O Z H Z 3 O w a H O Z g i 0 W J °w ,I L LAJ N :j- 0 0 z 0 S Eil 13ALLENTINE ASSOCIATES, PA 221PROVZENCE ROAD. CHAPEL HILL KC. 27714 19) 929 - 0421 (919) 427 - 41W ,ALE: NTE: )8 NUMBER: ?AWN BY. :VIEWED BY. AS SHOWN 22 APR'05 103015.00 GJR XXX SHEET 5 0F6 co N cad G N Lo r r r Lo 0 O N O N N U 1m 'O O O co O r W U (D 0 n z ?O" pooh . ?jn? a c A 4? O Y CLEAR SPAN CHA7Q1 NV.. E3E1:-3271 GROUND NOTE: DESIGN OF STRUCTURES SHOWN ON THIS EXHIBIT ARE PRELIMINARY (41D BIARLEYM CHANNEL L&M NO DISTURBANCE i 310 SO 60 70 80 90 100 110 120 130 CROSSING a5 SECTION E-E SCALE: 1'=10' • , ? • . CROSSING CLEAR SPAN BRIDGE (NO ._ -- ---s- CHANNEL DISTURBANCE) `. J i !v V? j --? 1, ? ? % --'?- ----".. : • A, i?j 04 co - N 775095.1399'-; 0 Is 30 E 2041759.6313 NOT FOR 'CONST?Io1.0N GRAPHICsc? LITTLE & LITTLE 0 wck: . ? a Q N N 1- w O. ca W U) IW- Lo o Za Q WO a 0Z F Q? ?N O o¢ a WM 2 V = R J O 0 z z O 5 Q N Li F" Z BALLENTINE ASSOCIATES, PA 221 PROM N2 ROAD. CHAPEL F91L KC 17514 (919) 949 - 0481 (919) 489 - 4782 SCALE: AS SHOWN DATE: 22 APR 05 JOB NUMBER: 103015.00 DRAWN BY: GJR REVIEWED BY. XXX SHEET 6OF6 SURVEYORS CERTIFICATION I, KEVIN C. PIVER, HEREBY CERTIFY THAT 'F THIS MAP WAS PREPARED UNDER MY SUPERVISION FROM AN ACTUAL FIELD SURVEY AND THAT TO THE BEST OF MY KNOWLEDGE AND BELIEF IT IS per CORRECT IN ITS REPRESENTATION OF THE EXISTING SITE CONDITIONS. °r ;E t ?S L-3919 SIGN ATUR REGISTRATION NO. ZZG DATE 1,,111111,, Air? A, ,- CHC- OHC- OM . ?; QQp HqC •• 7 - • SEAL L-3919 ,;'f " '•?0 g VET . n 6A1OtiSON 13FAMILY 38 P PARTNIIt49P ,N C P?111,N PWA747-01-,5-8880 PARCEL 871584-01-008 ,j111111 +4 4y tv1 N m1fIRD' 14110• I W .pros OPEN AKA SEARLS FAZE LIMITED PARTNER: DD)2712 PG 997 PIN 47-01-05-2301 PAR m/584-01-003D ?^ LY r,..u.p p 4 REFERENCES P9.30 PG116 P9.83 PG 10 P9.94 PG48 PB.81 PGA 27 DB3712 PG997 NCOOT PROJECT P&2522901 LITTLE & LITTLE LANDSCAPE ARCHITECTURE /PLANNING TD YL HARCETT STREET. RATE 104 RALEIGH. INC 27602 (919) 821-5618 FA% (919) W1-2329 ? arm ro ? me v x ttmm f Ws a AIWQIpVL YVfYR V •tIWM ru t f[)aW0 AT 71[ V IeYT1M O+E? "THIS CERTIFIES THAT THIS COPY OF THIS PLAT IDENTIFIES AS WATERS OF THE U.S. OR WETLANDS ALL AREAS OF WATER OF THE U.S. INCLUDING WETLANDS, REGULATED PURSUANT TO SECTION 404 OF THE CLEAN WATER ACT AS DETERMINED BY THE UNDERSIGNED ON THIS DATE. UNLESS THERE IS A CHANGE IN' LAW OR OUR PUBLISHED REGULATIONS, THIS DETERMINATION OF SECTION 404 JURISDICTION MAY BE RELIED UPON FOR A PERIOD NOT TO EXCEED FIVE YEARS FROM THIS DATE. THIS DETERMINATION WAS MADE UTILIZING THE 1987 CORPS OF ENGINEERS WETLANDS DELINEATION MANUAL." NAME: TITLE: ?r; ? JIB !"?_! t:.?T;t?hLO DATE25 =)Z4- 2003 aDc)ulZ0 9 a K nACnalo•. fW110616 f m w 6nAU w 17. =M mm n. aNA znv:Klw-rr W O+F m. rc:m. I :v vlw:o 9 v w. V w ?2? 6 rtAa 'T tWx9 vWWe4m u wot W A4mII:Ip11A urt Cr 1 N4TJ?.W TaNWA¢ NATHW ^ 1 rxu,w .m ?r? T ( uo t..~.ti I 4PAxl twx? \\ w %lL1@ISON FAWLY PARTNZR.W 00.1336 pr-993 PW10747-01-15-96880 PARCEL 97984-01-006 1100 w SHE tSS"M STAID 4fAQ Cr •IOI1 A t 10Yn AT L[ OIO••tep 11A • YTWL 0111• W ? SEARLS FALCLY LIMITED PARTNERSHIP DI3 2712 PC 997 PIN113747-93-14-7885 acme v w e•® t PARCEL 101 137833 1RQ a TA•t III MTM. MTWC TAS W i ra. t v I r' I F??II \ P- NOTES 1. ALL OSTANCES ARE HORIZONTAL GROUND MSTANCES 2 ALL DISTANCE ARE COMPUTED BY CWRDWATE CLLPUTATION METHOD UNl M OTHERWISE NOTED. 1 DCS PROPERTY IS NOT LOCATED 94 A SPECIAL FLOOD HAZARD ZONE AS DEFINED BY THE EMERGENCY MANAGEMENT AGENCY. AS DETUMNED BY THE FLOOD -CE RATE MAP(FIRM) p70063C 0196 C(WRH M COUNM DATED FEBRUARY 2. 19m 4. THIS PROPERTY IS LOCATED DURHAM COUNTY. NORTH CAROLINA. 5. THE FIELD SURVEY FOR THIS PROPERTY WAS PERFORMED ON 6/10/03 6. WETLANDS DEUNEATED BY LITTLE AND LITTLE. GRAPHIC SCALE 500 0 250 500 ( IN FEET ) 1 inch = 500 ft. v 'rani 1 O M I LEGEND ® ab1 r ur alan ?. ?.aaW•-1a11?1a On •a 1r[wa• o.t a ?. Xo ?co aA•on Z3 OV aA ® u,a? © aresb •raA 1q uanr wA IIaH la[ ® OxW 10 ® nav cm ® 10Fm1A'Aat R6iK 0 luvxaalcmtr na wrn[ 4 FII•Ll A 'wV um wax ® uWa xmt o wMb © w? au rxx Np -3 anw E 1Wa va 4l•101 e um u•nt - CHE- ax•u• oscx bNam N Woaour •n v •MF 1• Mt bat R .Ax t• fAID•V rx utlc 1•[ v mean tau 1•L rt1 rule x Wrra M AO.OAID NRW 11i s•a ow •• 4W1mI CURVE TABLE CURVE lFNG1H RADIUS CELTA ANL41 CNCfCI BEAPNG CNORO C1 201.66 263609' 4'04':8 10697 S21'33'S3v 20L6I C2 3.11' 7E9.9y 16-00-30- 1 C&^5 N7979' 4.41' CS 12-117 -030.8 1 Z7Tr I 64.17 N7 34^N 17519' C4 ` 4' -9' 74' N71'47- , 4-31 BALLENTINE ASSOCIATES, P.A. 221 PROMOENCE ROW, CHAPEL Hill. NG 27514 (919) 929 - 0481 (919) 489 - 4789 WETLANDS DEUNEA11ON PLAT WILKINSON AND SEARLS PROPERTY mxai ,, fm JOB #: 203007.02 DATE: 17 DEC 03 SCALE: 1"=500' DRAWN BY. L.S.J./J.A.D. REVIEWED BY. K.C.P./G.M.P. REVISIONS; jam" 1 SHEET Ift 1 OF 2 A. -k _t - C I v SURVEYORS CERTIFICATION I, KEVIN C. PIVER, HEREBY CERTIFY THAT THIS MAP WAS PREPARED UNDER MY SUPERVISION FROM AN ACTUAL FIELD SURVEY AND THAT TO THE BEST OF MY KNOWLEDGE AND BELIEF IT IS CORRECT IN ITS REPRESENTATION OF THE EXISTING SITE CONDITIONS. V ?S L-3919 SIGNATUR REGISTRATION NO. 2 216 DATE %?? % SEAL L-3919 ' 9,y y0 • 0 N G1 P0% ,LL REILRMCES PEL30 Palls Pam PG10 PEL94 Pc48 PBdI PC1Z7 D(.2712 PG997 NCDOT PRO.ECT /52522901 NOTES 1. ALL DISTANCES ARE HORIZONTAL C10UID DISTANCES 2. All DISTANCE ARE COWUTED BY COORDINATE COFUTAIICN METHOD UH ESS OTIIFRW.SE NOTED. 1 THIS PROPERTY IS NOT LOCATED N A SPECIAL FLOOD HAZARD ZONE AS DUINED BY THE ENERCENCY MANNINENT ACENCT. AS DETERWIED BY THE FLOOD INSURANCE RATE MAP(FIRM) 97000M Clad C(DURHAW COUNTY). DATED FEBRUARY 2. 1986. 4. 895 PROPERTY IS LOCATED DUR1W1 COUNTY. NORTH CAROLINA S THE FIELD SURVEY FOR THIS PROPERTY WAS PERFORMED ON VIV/OJ 6. 1ERANDS DEL 4CATM BY LETILE AND LRTLE NCSG MONUMENT *HOPSON" N: 773721.4742 @2034907.3961 ELEV-335.51' WATERS OF THE UNITED STATES UPPER 404 JURISDICTIONAL LIMITS Northing Easting 775177.02 2040708.44 774895.12 2042080.45 Description FLAG 2715 FLAG 2716 NC GRID NAD83 COORDINATES OF WET LAND FLAGS NORTHING EASTING DESCRIPTION 775205.84 2040513.80 FLAG 2729 775216.60 2040461.99 FLAG 2728 775192.47 2040434.67 FLAG 2744 775129.69 2040445.88 FLAG 2743 775061.68 2040489.72 FLAG 2742 775083.17 2040534.94 FLAG 2741 LITTLE & LITTLE bUNDSCAi dBCMTBCTDBS /PUN=G 127 W. HARGM STREET. SURE 104 RALEIGH, NC 27602 FAX91(9)19) 931-23N GRAPHIC IPF-CONTROL CORNER N 775693.13 E 2039652.67 NCSG MONUMENT 'HEALTH' NAD83 AVG. COMBINED FACTOR=.999882198 N: 773533.5907 E:2036540.7957 ELEV=357.15' ( IN FEET ) 1 inch = 200 ft. BALLENTINE ASSOCIATES, P.A. 221 PROWANCE ROAD. CHAPEL FILL. N.C. 27514 (919) 929 - 0461 (919) 489 - 4787 WETLANDS DELINEATION PLAT WILKINSON AND SEARLS PROPERTY JOB #: 203007.02 DATE: 17 -DEC 03 SCALE: 1"=200' DRAWN BY: L.S.J./J.A.D. REVIEWED BY: K.C.P./G.M.P. REVISIONS: SHEET 2 OF 2 "'?r?•TS'(GRID DIStgNCE)E) LITTLE & LITTLE 24 May 2005 TRANSMITTAL TO: Division of Water Quality 401/Wetlands Unit 1650 Mail Service Center Raleigh, NC 27699-1650 Attn: Laurie Dennison FROM: Amy Mackintosh filftwfl !@# MAY 2 4 2005 {ti?OS?DISr?R QUALITY 1FRBR4NCH SUBJECT: Triangle Metro Center South We are sending to you via: US mail 5 USACE Pre Construction Notification form 5 Vicinity Map 5 Soils Map 5 USGS Map 5 4/29/05 Sheet 1 (Channel Crossings plan) 5 4/22/05 Sheets 2-6 (channel crossings) 5 12/17/03 Wetland Delineation Map (Sheets 1&2) 5 Agent Authorization letter For your information Remarks: We are re-sending you these copies of the PCN for DWQ's COURTESY REVIEW. It is our understanding that this project falls below the threshold for a required application to DWQ and that written application and approval is not required, (and therefore no application fees are required) since the total impact is under 150 LF of stream channel. Attached is page 2 of the GC 3402 Certification instructions regarding the application thresholds. The application has already been submitted to USACE for their review and approval. Copies to: Jim Schaafsma L&:L Project Number (tmcpr.01) Landscape Architecture / Planning PO Box 1448 Raleigh, North Carolina 27602 9191821-5645 Fax 831-2329 r_. -Tr ?nllt:1 (1. . Ivy 14...E--., MAY 2 4 2005 My_ Office Use Only: w os 14D sTOO 002 DEt?r? - WATER QUALITY wU YZE. tM MO S E / li USACE Action ID No. g'&O MMoR. (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: X Section 404 Permit ? Riparian or Watershed Buffer Rules ? Section 10 Permit ? Isolated Wetland Permit from DWQ X 401 Water Quality Certification 2. Nationwide, Regional or General Permit Number(s) Requested: Nationwide 39 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 Wetlands Restoration Program (NCWRP) is proposed for mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), 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: ? H. Applicant Information 1. Owner/Applicant Information Name: TMC Associates, LLC Mailing Address: c/o Mr. James F. Schaafsma, Craig Davis Properties 940 NW Cary Parkway, Suite 101 Cary, NC 27513 Telephone Number: (919) 678-4220 Fax Number: (919) 678-4270 E-mail Address: jim.schaafsma@craigdavisproperties.com 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: J. Mack Little Company Affiliation: Little & Little Mailing Address: P.O. Boa 1448 Raleigh, NC 27602 Telephone Number: (919) 821-5645 E-mail Address: mack.l(u W-la.com Fax Number: (919) 831-2329 Page 5 of 12 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: Triangle Metro Center South 2. T.I.P. Project Number or State Project Number (NCDOT Only): 3. Property Identification Number (Tax PIN): 0747-01-15-6880, 0747-03-14-7865 4. Location County: Durham Nearest Town: Durham, RTP Subdivision name (include phase/lot number): N/A Directions to site (include road numbers, landmarks, etc.): Site is bounded by Davis Drive, Hopson Road and the Railroad line. Take Miami Blvd. south from NC 54, turn right on Hopson Road. 5. Site coordinates, if available (UTM or Lat/Long): (Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the coordinates for each crossing of a distinct waterbody.) 6. Property size (acres): +/-107 Acres 7. Nearest body of water (stream/river/sound/ocean/lake): Burden's Creek 8. River Basin: Cape Fear (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.nc.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: Former agricultural land use - fields, woods. Page 6 of 12 10. Describe the overall project in detail, including the type of equipment to be used: The project consists of construction of a mixed-use community, primarily multifamily residential, with mixed commercial and office space, recreation areas etc. Construction will also include roads, sidewalks, utilities and other infrastructure and amenities associated with the development. Construction equipment will include track hoes, front end loaders, pans, bulldozers, cranes, compaction equipment, etc. 11. Explain the purpose of the proposed work: The project will provide an urban residential community with associated services close to a proposed TTA station and to the RTP employment center. 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. No wetland, stream or other associated permits have been requested or obtained for this project. Jurisdictional delineations have been obtained. 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. Future road crossings of jurisdictional waters are anticipated in the NE portion 'of the project site. The timing of these crossings is currently unknown. The appropriate permits will be applied for and obtained prior to construction of these future road crossings. The delineation of the channel in this portion of the site sunsets in 2006 and may need to be re- approved prior to permitting. 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. The applicant must also provide justification for these impacts in Section VII below. All proposed impacts, permanent and temporary, must be listed herein, and must be clearly identifiable on an accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial) must 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. Page 7 of 12 1. Provide a written description of the proposed impacts: Proposed impacts consist of culverts and associated riprap, stabilization, and construction activities associated with road crossings of jurisdictional stream channels. 2. Individually list wetland impacts below: NA Wetland Impact Site Number indicate on ma Type of Impact* Area of Impact acres Located within 100-year Floodplain** es/no Distance to Nearest Stream linear feet Type of Wetland*** * List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding. ** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps (FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or online at htlp:/hvwtv.fema.gov. *** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond, Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only). List the total acreage (estimated) of all existing wetlands on the property: 0 Total area of wetland impact proposed: 0 3. Individual) list all intermittent and perennial stream imp acts below: Stream Impact Length of Average Width of Perennial or Site Number Type of Impact* Impact Stream Name** Intermittent? (indicate on map) (linear feet) Stream Before (please specify) Impact 1 Culvertshiprap 109' UT of Burden's Cr. 10' TB-TB Intermittent-USGS/ Important - USACE Unclassified - Soils 2 Arch culvert 0 UT of Burden's Cr. 8' TB-TB map/not shown on USGS/ Important - USACE delineation 3 Culvert/riprap 40' UT of Burden's Cr. 18' TB-TB __ Intermittent-USGS/ unimportant-USACE 4 Arch culvert 0 UT of Burden's Cr. 16' TB-TB Intermittent-USGS/ unimportant-USACE 4 Clear span 0 UT of Burden's Cr. 16' TB-TB Intermittent-USGS/ unimportant-USA"" * List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap, dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain), stabilization activities (cement wall, rip-rap, crib wall, 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. ** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at www.uses.eov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com, www.mapquest.com, etc.). Cumulative impacts (linear distance in feet) to all streams on site: 149 LF Page 8 of 12 4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic Ocean and any other water of the U.S.) below: None Open Water Impact Site Number indicate on ma Type of Impact* Area of Impact (acres) Name ofWaterbody (if applicable) Type ofWaterbody (lake, pond, estuary, sound, bay, ocean, etc. List eacn impact separately and identity temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging, flooding, drainage, bulkheads, etc. 5. 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.): 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. 1. Road system has been designed to minimize the number of stream crossings while still providing adequate access from the community to adjacent streets. The traffic impact study for the site indicates that all the crossings are needed. The main access to Davis Drive is located at the only point where NCDOT will allow a signalized full service intersection. The northernmost crossing crosses below the confluence of the two channels, where the main channel is straight and narrow. The proposed road at this crossing is narrow. The proposed culvert at this crossing will therefore require the minimal disturbance to the stream. 2. Open bottomed culverts are proposed where proposed roads are wider and/or the stream meanders so as to minimize channel disturbance. 3. Headwalls are proposed at culverts to minimize length of fill slopes. 4. Most utilities will cross channels with roadways, causing no additional impacts. 5. Crossing # 3 will accommodate pedestrian and underground utility crossings. Page 9 of 12 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. USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide Permits, published in the Federal Register on March 9, 2000, 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 NCWRP 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:/ih2o.enr.state.nc.us/ncwetlands/stringide.html. 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 2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at (919) 733-5208 to determine availability and to request written approval of mitigation prior to submittal of a PCN. For additional information regarding the application process for the NCWRP, check the NCWRP website at http://h2o.enr.state.nc us/wrp/index htm. If use of the NCWRP is proposed, please check the appropriate box on page three 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 Page 10 of 12 Amount of Non-riparian wetland mitigation requested (acres): Amount of Coastal wetland mitigation requested (acres): IX. Environmental Documentation (required by DWQ) Does the project involve an expenditure of public (federal/state) funds or the use of public (federal/state) land? Yes ? No X 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 ? 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. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233 (Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please identify_ V Yes ? No X If you answered "yes", provide the following information: 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 (square feet Multiplier Required Mitigation 1 3 2 1.5 Total Gone 1 extends out 30 feet perpendicular from near bank: of channel; Zone 2 extends an additional 20 feet from the edge of Zone 1. Page 11 of 12 If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as identified within 15A NCAC 2B .0242 or .0260. N/A XI. Stormwater (required by DWQ) Describe impervious acreage (both 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. The overall site area is approximately 107 acres. The existing site has about one acre of impervious coverage representing less than 1% of the overall site. It is anticipated that the developed site willnot exceed 80% impervious coverage. Per Durham County regulations, peak stormwater runoff rates leaving the property will be attenuated for the 1-year storm. The 2-year and 10-year storms will also be detained as needed to protect downstream areas. 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. Sewage disposal will be public sanitary sewer provided by Durham County via gravity outfall. Capacity at treatment plant has been verified. XIII. Violations (required by DWQ) Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules? Yes ? No X Is this an after-the-fact permit application? Yes ? No X XIV. 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). .Z 9,o S Applicant/Agent's Signature DA o (Agent's signature is valid only if an authorization letter from the applicant is provided.) Page 12 of 12 N Ur\ ;? WsC Cc WsE WsC, y ! I N ?. GrQ cy "- r WsC \ / m t 3 . •, O \ i WsC/ •; ? 9? .- r ;r - jl c P}E 54 _MfC r?3y ` 1tisC/CC y / >r /y?e n w ? - • \NOe\ G Gu WsC' .. , z Gu yJsB \ i m ?y o . yW \'? co ay _ ? ? / Ur T'oN _ f Cc 'WsE N. r W / "- Gu \ II 3 E ^WsC IcC , sC WsC } m o z'ws wsc ..? a 3 m 7 .......? wsc wsB L Gu . ` \` ?y\2 11 wsc \? ?' •, `? ? n? ; ; a ;wsc m 00 '' "°ry ; e .y J.r WsB o. ?' WsC N / O t ? L t / W?r o WsC s - ?- ? ?,.' , ? ? ?` ? ?. /? ••\ °o Ch ,, ' ?C?` WvC2 QkG r- '" WsE 9 INsCC eWsc? • WsC F I t,? Mf8 ?nlsB R WvC2. N r , t wu.w.. W$B• .f 7 > OWsE WsC \ .; Cedar fork ?_• , 4 ?; t WuC2 r c C Chur } r. W$C .-! i r l n a ri ?? , ? ! W58 WsE ' is {?: Cc ? "? '.,? •? ,T s; i m' l 1.K I"' J4.. ,. wsc v / Gu x ,A `- _?? WsB GrC rB j GrB 1 'I •a.. J GlE3;;... ' C a 0. 1 C. ' w5B `' ` ^ y wwsB II CM 1 T a , wsc \ ! .c a • r ? ? lG 1,J? C .1 II. I i ? ;,~ Wnr S •r tj G l' Wsc ? a < lmtl. WsC ` WsC /=' , i• >, % ., i Ifs Ws8 ?' CrC C CrC 3, , ? < ' , ,??' , ?, -o c ?.PfC.:`f'1sB ?` '.IF? <•', . Wn U ?- .". • ? WsC \ WsB l ? c ? ? -? _; ,?^ -, ? j ?... ?, . G ? • r y t ?I' ` ?rV t CrB 3. 1 ?' r WsE i? -. c V1,sCr 1 ?.,? .+?? ?` _ J/,?f^ \? 1 0`Z `• l `,• MfBk >.CC \I J O r 1 t //mil W50 WsC } l WsC He6 ;. ? ?. Wf WsC . ;( ??? 6b tit r :I Cc/ 5?.. ?NsE- WSB Cfegg::1 WsE Cc Ws Cti: 54 i CrC: 3 v r Cc j WsE WsG '.+ C C WsE.• t Gu „r 00 L -r WsC:- y \ ^ WssE l o ri wsB , 4r 1, WAKE COUNTY CrB 0 f, T ! ... y.! ..r..r.+..: ?. _r?_.??.:.Jw...a......s.u.??.. u? . r_ .r _. ... s........ ... .. . ... , •S ?'j .;1- 1 . ?' i ?e.rG, t 1 Craig Davis Properties 17 December 2003 Mr. Todd Tugwell US Army Corps of Engineers 6508 Falls of the Neuse Road, Suite 120 Raleigh, North Carolina 27615 Real Estate... R'a Mc.Fe the Di,9e;en0 Dear Mr. Tugwell: Bafonce Honesty Dedreahbn J. Mack Little of Little & Little, Landscape Architects has been retained as Craig Tnnownon Davis Properties' agent for work on and coordination of the wetland delineation and integny permitting at our site in Research Triangle Park. Please accept this letter as OJ4 verification that Mack will be acting as our agent. Respect Responsiveness syreryy Please call me with any questions. Teen Concept Sincerely, 01 James F. Schaafsma Craig Davis Properties 940 NW Cory Parkway suite 101 Cary, NC 27513 Telephone 919.678.4301 Fax 919.678.0801 vm -craigdavisproperties.com Email: `4nfOQcdgdavispropertes.com PM kf PM U W r .7-9 MAY 9 2005 DENR - WATER QUALITY W;:TW?I.3' S MO STORMWATER BiVX H a ? `Do wZL, o 06 ?P? 9 aS WP?Egath?R OF 9? g, ? St OS?OG ?oOS O 1 MILE Primary highway, Light-duty road, hard or control by USGS, NOS/NOAA, and North Carolina Geodetic Survey hard surface - improved surface fiop'Qgraphy by photogrammetric methods from aerial photographs Secondary highway, taken 1972. Field checked 1973 hard surface Unimproved road==== --Projection and 10,000•foot grid ticks: North Carolina coordinate Interstate Route J U. S. Route 0 State Route system (Lambert conformal conic) 11000-metre Universal Transverse Mercator grid ticks, zone 17, shown in blue. 1927 North American datum SOUTHWEST DURHAM, N. C Fine red dashed lines indicate selected fence and field lines where QUADRANGLE LOCATION NW14 DURHAM SOUTH 15' QUADRANGLE generally visible on aerial photographs. This information is unchecked N3552.5-W7852.5/7.5 Red tint indicates areas in which only landmark buildings are shown p0TIL4 MN ` GN 89 MILS 1'17' 23 MILS UTM GRID AND 1973 MAGNETIC NORTH DECLINATION AT CENTER OF SHEET 1973 PHOTOREVISED 1981 DMA 5255 IV NW-SERIES V842 \ TG - \A I .I 1'i Ir `\tl l' I •:\ ?'`' \ 1.:: \ ,;' '?,i `' ', 1A ''?? j _ i' f ` 11 ? ` :, --? 'I , \!:.' I . NOTE: ; :: r I 11I` t `"? - ROAD A? I -- ' ; ''.`? ` % : ,. DESII?N OF,- •STRUG-URES 'F I W Y; CROSS NG - _ __ : - ___ - __ I_ r.- _ - ?'/' `` ? ? 'i . r, SHOWN ON' THI 'EXHIBIT ' - ---- I 2'0-12X6, RCBC ; - I I' 1 ,;_-`-. -2 $' -•'' ARE. PRELIMINARY :WITH' HEADW=L i - -,o .: T,_ - , ??,_ { TOT rj I LITTLE i ;t & LITTLE :, AL CHANNEL DISTU - RB'A . 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I :1 ?.`\..', - -t:\ ??, ` IN \'c - :-\ ?' 431 PRO`AGFIICE RDA0. tlUDF1 HmL ' RG 17514 r• ... _-+ . I •Ih, , I , ?,\ a ... .1, . . , . , , is . \. QO) (819)D33-0481 (9,9)489-4789 ., . ? r.u,-1.:'fil r :f1~K -_ `v- LE AS SHOWN c- i. DATE: 29 APR 05 / / i ' `"" " '"' `''y/ r`?; JOB NUMBER: 103015.00 '. T .`:.-=' DRAWN BY: I GJR U , .. a: : , . . , 1 I . . R VI Q) , 0 0o E W t 20o E ED BY. XXX CI; - - :.r jj ;. I .i t.` i T ?SCALE SHEET ,?:,K.,. --j I , : NO FOR . Ca1vSTRUCTlO?V RAPffi Z Ii.:•ii1 - 1:? . 10F6 15 1-7 \ \ ? 1? 1 NOTE: DESIGN OF. STRUCTURES SHOWN, • ON THIS EXHIBIT ARE PREUMINARY' . LITTLE ? LI77 8 d W IPRAP ?. 0 LLJ co) U W I 1 \ ' HEADWALL `' ?_Y cu Mp) c1c 4 _ ' I I \ ?••?>'-'"{`, ?`,.1'J'.,A ' { ?? ,': Jf ' 1 1 ` `13`1'1 y-~' p C +i ` I }. 'raj n ?< (?v ?'-1 1 l ?\ ? 1 . !?` i. I W ?•w, /a? ELI- i.l t . I ! Q U 1 i•..1"?r3'j>J-,-yt '? 1 _ ?"' Q mg % \ I Q I I O N -r I CC 2--1'1'X6•-RCB W (C u') 31 O I -JZ N II, I ` Q W 0?0 i I I o I \ -- ??' '. .I D N 776358.2908 - E_2040735 z d ! I ° m i ; - _ -` 1 3 Q W a 3 _ 3 I ?4 --- __I- ---- $ % ' IIf I I RIPRAP. \ > I I U II EMERGENCY T? SURVEYED 1 1 1, D SPILLWAY WEIR TOP Of BANK ` 1 It lilt% a ; • ; I ?. BALLENTINE T ( ;\ ,B• DI NV 21881 } I I ! ASSOCIATES, PA ' I I ` , i 321 PRO41OE21CE ROAD, CHAPEL HnL Kc 9514 O I i I I I I I Qa? (919) oz9 - o+at (919) +a2 - aes p 1 I ?s' I \ ' 1 I 1' ?A SCALE: AS SHOWN I , I I 1 . _i DATE: 22 APR 05 U 1 I 1` I JOB. NUMBER: 103015.00 DRAWN BY. GJR ?, i i' I f \ a 15 ao REVIEWED BY. XXX I, ; I E' I NoT FOR CONST'R CTIO SCAM SHEET Z GRAMC 20F6 t LITTLE & LITTLE alb 0 L ca CD z E co r Lo 0 0 N co N N4- _0 N U m 3 0 0 Li 0 co 0 r cn U Q) 0 L a z O N Ids W F- N Za WO VZ CC ca I- O W1= 20 W z Q Lc r z 0 a a0 w a z Q m 0 w J W 45 LLJ to J 0 Q 0 z 0 rn 5 w z III PALLENTINE ASSOCIATES, PA 321 PROV2£HCE ROAD. CAAPFL M4 KG 77514 (219) 929 - 0461 (919) 489 - 4769 SCALE: AS SHOWN DATE: 22 APR 05 JOB NUMBER: 103015.00 DRAWN BY: GJR REVIEWED BY: XXX SHEET 3OF6 1 \ \ :... _ i' ESIGN •-OF, STRUCTURES \ ??• ' ' :: . -.. -` OWN ON\,THIS EXHIBIT 'ARE PRELIMINARY \\ \ \ f . LITTLE LITTLE U-) a Cr_ O \ w RETAINING VIALL i LL) co) D ??. - r•. N 775854.7429 %I Z W _j 7FD 1 ,? \\ \ •.2041096.8133 co) O \ I Z S? PEDESTRIAN/61KEWAY W Q f (? p v Q t Z s r? \ I 0 Q \ \? rr \ rw ?? \ o NJ" ?... 1 w p ?? n J =M N j C B RCP PIPE-CULVERT I'•. o Q LLJ 40 m i -' \....... l? C CF \`. SURVEYED' \\\\?uulc rUr?ii??? V N'NF?TOTq? \' \ TOP OF BANK /, I \ = 02$1 U 0) iti, o BALLENTINE ASSOCIATES, RA 221 PRONOFNCE ROW. CHAPEL HILL, H.C. 27514 Q •;1 i .. . r` _ .. '• \ q? 19191 Sts - 04s1 (919) 4Q9 - 4789 SCALE: AS SHOWN DATE: 22 APR 05 r rn JOB NUMBER: 22 AP 103015.00 DRAWN BY: GJR 0) _ -? - % \ \ 0 15 so REVIEWED BY. XXX a :' kOT FOR CONSTRUCTION 1 GRAPHIC SCAM SHEET \. Z -._T: , L cu _N Ca) cG C Q N r CD r r 0 0 N co N d' m N U U 0 3 a 0 0 ?i r 0 co 0 r i U U N 0 L CL z L co N a) E Q N Lo T T LA O O N 00 N U ? V'! T V 'o 0 LA r O Co c:) T i N U Q) 0 g z a c ?P r y? CRCUND "CLm SPAN CHA N M PRY. ELEV.-3273 ?) I I SUR USIMAN 50 60 70 80 W 100 CROSSING aS SECTION E-E SCALE: 1-=10' NOTE: DESIGN OF STRUCTURES SHOWN ON THIS EXHIBIT ARE PRELIMINARY GROUND 120 130 ??-' - - _ -._ .__ i( '•i ? j 1, /?? j• ?„ >.\? CROSSING #5 _ /? ?" CLEAR SPAN BRIDGE (NO ` ?--- -r- -? CHANNEL-'DISTURBANCE) ?. . 34 / • - __? / J \ / /? i' •l, lit . l N 775095.1399: - % ; •4'? % E 2041759.6313: " ?. ? . NOT FOR `CONSTik6?Ti.ON fl i f I?'f ri GRAPHIC SCALE ( IN F'EEL' ) LITTLE & LITTLE Li 0 ` a N N La! 0 -' N W : OG z to o ? W C7 Q ? vZ Oy IR Q o ? e 0 H 0 z W ? Z J o , z o 5 I- 2 ?1 Z T BAL INE LEN ASSOCIATES, PA 221 PROVIDENCE ROAD, (919) 929 - 0481 CHAPEL H M4 N.C. 77514 _ (919) 467 - 4789 SCALE: AS SHOWN DATE: 22 APR 05 JOB NUMBER: 103015.00 DRAWN BY: GJR REVIEWED BY: XXX SHEET 6OF6 SURVEYORS CERTIFICATION I, KEVIN C. PIVER, HEREBY CERTIFY THAT THIS MAP WAS PREPARED UNDER MY SUPERVISION FRO h M AN ACTUAL FIELD SURVEY AND THAT TO Cie THE BEST OF MY KNOWLEDGE AND BELIEF IT IS w CORRECT IN ITS REPRESENTATION OF THE EXISTING SITE CONDITIONS. L-3919 SIGNATUR REGISTRATION NO 4? . ZZG y DATE qR ,..... 0? % FESSIO SEAL L-3919 = .?SUR-4?..?`;. ''+1111111, LITTLE & LITTLE LANDSCAPE dRCMiECTURE /PLANNING 127 T9, HARGM STREET. SNTE ia4 (7700670 Olga O(DWOGx WUNTY). DATED 2. 1296. TTY IS LOCATED DURNAL COUNTY, NCRIN CARCI?U SURVEY FOR TMS PROPERTY WAS PERFORMED u DEIMEATED BY IUTTIE AND UTIM ( IN FEET ) inch = 500 fL "THIS CERTIFIES THAT THIS COPY OF THIS PLAT IDENTIFIES AS WATERS OF THE U.S. OR WETLANDS ALL AREAS OF WATER OF THE U.S. INCLUDING WETLANDS, REGULATED PURSUANT TO SECTION 404 OF THE CLEAN WATER ACT AS DETERMINED BY THE UNDERSIGNED ON THIS DATE. UNLESS THERE IS A CHANGE IN LAW OR OUR PUBLISHED REGULATIONS, THIS DETERMINATION OF SECTION 404 JURISDICTION MAY BE RELIED UPON FOR A PERIOD NOT TO EXCEED FIVE YEARS FROM THIS DATE. THIS DETERMINATION WAS MADE UTILIZING THE 1987 CORPS OF ENGINEERS WETLANDS DELINEATION MANUAL. NAME: ?I -ti wt l? TITLE: ? v DATE: 7-51) i,L. .2003 2n0'-lZoI3 ® onv r,Im.orr 0- a ? Q n Iiui Ire v xv "w®Gam rm QDco otr n Q wrtrr zn vwG[ Q imal ulr wxot px o.v rn ® G101 Mf, Q WIGaC Y"IG[ YIIIM1 IO( IoR bl ® WII IL ® W¢9E Y[1G ® LL'm1A'JG[ Im6tl © IDD1O[ WffifK 1?.Ab..KApO (D T fIIQtIN, GRl VU[ p wG r<m o D w.x r ??..? El MmI N1,1161 E) a 0 4V BALLENTINE ASSOCIATES, P.A. 721 PROVIDENCE ROAD, CHAPEL FOIL, PLC. 27514 (919) 92,9 - 0181 (919) 489 - 4789 WETLANDS DEUNEA71ON PLAT WILKINSON AND SEARLS PROPERTY mmim4 tic JOB #: 203007.02 DATE: 17 DEC 03 SCALE: 1"=500' DRAWN BY. L.S.J./J,A.D. REVIEWED BY: K.C.P./G.M.P. REVISIONS: MEET 0: 1 OF 2 -Kk,L -- I.C I SURVEYORS CERTIFICATION I, KEVIN C. PIVER, HEREBY CERTIFY THAT THIS MAP WAS PREPARED UNDER MY SUPERVISION FROM AN ACTUAL FIELD SURVEY AND THAT TO 0) THE BEST OF MY KNOWLEDGE AND BELIEF IT IS CORRECT IN ITS REPRESENTATION OF THE EXISTING w PF SITE CONDITIONS. / WILKINSON FAMILY PARTNERSHIP ' c: GS L-3919 to 08.1336 PG.993 RP RAP Cal SIGNATUR REGISTRATION NO. o z PIN#0747-01-15-6880 LZ1 PARCEL ID#584-01-008 8 Z DATE ; % CAR r, 4 0?..TESSIp''A/ 0 e? ?; IPF-CONTROL CORNER e SEAL 411*t ? .-?1rLP E 03965267 1 ' L-3919 ',5+ PF _ q off: 4A: N84'45-45-W ';'fn'.HOSURV6 y•' CMF 1 ?,?? ,1•.... • 1 J!(?;• Ncsc ? 668.26 N74 rr1MY 'C p 1E MONUMENT rp ?? ?4'?8 r?E 11 T111 HOP.SON" 195 N:773721.4742 REFERENCES E:2034907.3901 5h?? N FvN IPS PPam PCjoB ELEV-335.51' ?1 O F/A PEL94 PG.48 r F ?, D8,27 Pcm S83'26' " S PBZnz Ps9m 18 E F MCOOT PROJECT 0&2572901 1644.26' 22. ?q 12'PVC• No 1. ALL DtSTAN ARC NORRONTAL GROUND COMPUTATION 1644.18 (GRI1D DISDTANC CE) N(SC 9?854'6F NaSq 2 ALL OISgNCE CE ARE CCYPUiED By COpiDNATE AIE COWUTATIW METHOD UNLESS OTV"Sr NOTED. E) MONUMENT 0 ? Req ]. TINS PROPERTY IS NOT LOCATED N A SPECAL FLOW MAYARO ZONE AS DEFINED BY THE EMERGENCY MANAGEMENT 'HEALTH' O AGENCY. - AS DETERMWED BY M ROOD N9FANCE RATE MAP(FIRM) #57== mm G(DEWIAM CDENTY} DATED NAD83 FEBRUARY z 199& AVG. COMBINED FACTOR-.999882198 PF i TW FaD anm FOR Taws r?RroERTY COUNTY. WAS PCRFORNE? A. N: 773533.5907 ON e/loroa E:2036540.7957 ° FLAG- 4. WETLANDS DEUNEATM BY UITEF AND UTTEC ELEV-357.15' N 2728 WATERS OF THE UNITED STATES UPPER 404 FLAG-2744 JURISDICTIONAL LIMITS PF FLAG-274 Northing Easting Description E DELINEATED 775177.02 2040708.44 FLAG 2715 WETLANDS FLAG T 774895.12 2042080.45 FLAG 2716 ?. ? 10,311 sq.ft. -274 _ 0.24 acres NC GRID NAD83 COORDINATES OF WET LAND FLAGS NORTHING EASTING DESCRIPTION 775205.84 2040513.80 FLAG 2729 775216.60 2040461.99 FLAG 2728 775192.47 2040434.67 FLAG 2744 775129.69 2040445.88 FLAG 2743 775061.68 2040489.72 FLAG 2742 775083.17 2040534.94 FLAG 2741 LITTLE & LITTLE LANDSCAPE ARCHITECTURE /PLANNING UT N. HARCETT STREET, SURE 104 RAIEJdi, NC 27802 FAX (9119) Wt PF WOODS CV J PF OPEN AREA ON Ic^ SEARLS FAMI/2712 LIMITED PARTNERSHIP D8 PG 997 GRAPHIC SCALE IPF PIN#0 47-01-05-2301 PARCE ID#584-01-003D 200 0 100 200 J ( IN FEET ) 1 inch = 200 ft. II J 41 F ?F 31P . BALLENTINE ASSOCIATES, P.A. 221 PROVIDEIICE ROAD, CEIAPEL HILL. N.C. 27514 (919) 929 - 0481 (919) 489 - 4789 WETLANDS DELINEATION PLAT WILKINSON AND SEARLS PROPERTY JOB203007.02 DATE: 17 -DEC 03 SCALE: 1"=200' DRAWN BY: L.S.J./J.A.D. REVIEWED BY: K.C.P./G.M.P. REVISIONS: 7 SHEET & 2 OF 2