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HomeMy WebLinkAbout20071739 Ver 1_More Info Received_20071113LITTLE & LITTLE 13 November 2007 TRANSMITTAL TO: Lia Myott Express Review Program NCDENR - DWQ 1650 Mail Service Center Raleigh, NC 27699-1650 FROM: Amy Mackintosh SUBJECT: Centennial Campus Golf Course Complex We are sending to you via: Courier 3 13 Nov 2007 Cover letter 3 12 Nov 2007 Revised PCN form 3 12 Nov 2007 Revised Crossings Plans -Exhibits 1-8 (11x17) (Exhibit 1 provided for reference - no changes were made to this sheet) 3 11 Nov 2007 Summary of Crossing Impacts For approval Copies to: Robert Fraser, Centennial Development LLC Mark Ashness, CE Group L&L Project Number (ncs1p.01) ~~~ ~~~1 ~~ ~ ~~~~ ~~ z v 2007 '3MhJ~ WATER ~?lA~la3.~~1D.STq~~y~ ~1~~CH Landscape Architecture /Planning PO Box 1448 Raleigh, North Carolina 27602 919/821-5645 Fax 831-2329 Office Use Only: Form Version March OS USACE Action ID No. DWQ No. ~ x-p O ~ -~ 1 3q fit any particular item is not applicable to this project, please enter "Not Appl~ic/able" or "N/A".) 1 ~ I l ~o? ~e-/i sr ~n y at,~,, I. Processing clokdc~P w~K~r~ ~ ~~ 1. Check all of the approval(s) requested for this project: ^ Section 404 Permit X^ Riparian or Watershed Buffer Rules ^ Section 10 Permit ^ Isolated Wetland Permit from DWQ ^ 401 Water Quality Certification ^ Express 401 Water Quality Certification 2. Nationwide, Regional or General Permit Number(s) Requested: None 3. If this notification is solely a courtesy copy because written approval for the 401 Certification is not required, check here: ^ 4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII, and check here: ^ 5. If your project is located in any of North Carolina's twenty coastal counties (listed on page 4), and the project is within a North Carolina Division of Coastal Management Area f Environmental Concern (see the top of page 2 for further details), ch ~~^. II. Applicant Information ~a~v ~ ;~ 2007 Owner/Applicant Information l~~Nk . war~R ~uAu nr Centennial Development, LLC, contact:__ Bob Fraser (Associ34~~~'~~ianc~e)IIorN.~H Centennial Campus Development Office and manager of LLC) Mailing Address: PO Box 7408, NCSU Campus Raleigh, NC 27695-7408 Telephone Number: (919) 513-7997 Fax Number: (919) 513-7985 E-mail Address: RWFRASER(a~GW.FIS.NCSU.EDU 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: Mack Little Company Affiliation: Little & Little Landscape Architects PLLC Mailing Address: PO Box 1448 Raleigh, NC 27602 Telephone Number: (919) 821-5645 Fax Number: (919) 831-2329 E-mail Address: mack.l(a~lal-la.com III. Project Information Page 5 of 13 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 USAGE 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: NCSU Centennial Campus Golf Course Complex 2. T.I.P. Project Number or State Project Number (NCDOT Only): 3. Property Identification Number (Tax PIN): 0793-53-4198 4. Location County: Wake Nearest Town: Raleigh Subdivision name (include phase/lot number): Directions to site (include road numbers/names, landmarks, etc.): Site is in the southeastern portion of NCSU's Centennial Campus From I-40 take Lake Wheeler Rd. exit heading towards downtown. Turn onto Centennial Parkway from Lake Wheeler Road (towards State Farmers Market). Take first left onto Achievement Drive. Turn left on Main Campus Drive. Project area is south of the end of the drive 5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that separately lists the coordinates for each crossing of a distinct waterbody.) . Decimal Degrees (6 digits minimum): 35.75821 °N 78.68188 °W (730,870 N, 2,096,000E NC Grid NAD 83) 6. Property size (acres): 7. Name of nearest receiving body of water: Walnut Creek: 27-34-(4), C. NSW 8. River Basin:_ Neuse (NEU02) (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:_ Undeveloped -cleared uplands. Land use in project vicinity is university campus Page 6 of 13 10. Describe the overall project in detail, including the type of equipment to be used: Golf course construction, using typical large earthmoving eauipment Work impacting NRB is limited to 6 trail crossings, 3 of which will also include waterline crossings for golf course irrigation. Waterline will be installed along side of trail and will share the cleared corridor. ~Q~~ ~ ~~12~~ ~ 11. Explain the purpose of the proposed work: Golf course 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. Prior permits: DWO #01-0600 Wake Co. Neuse River Buffer Authorization for 7 cart crossings Not used. The current application is a modification to the work approved in this permit DWO #06-0694, Wake Co. On-site determination of NRB (South Creek and Walnut Creek tributaries on Golf Course site) Permits have also been received for road crossings adjacent to this project (Main Campus Drive and Alumni Center access drive) These are separate from the golf course project 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. There may be a permit request in future for the road connection to I40 shown on the site plan. This road is not definite and in any case is not scheduled to be designed or constructed in the near future. VI. Proposed Impacts to Waters of the United States/Waters of the State It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to wetlands, open water, and stream channels associated with the project. Each impact must be listed separately in the tables below (e.g., culvert installation should be listed separately from riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts, permanent and temporary, must be listed, and must be labeled and clearly identifiable on an accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial) should be shown on a delineation map, whether or not impacts are proposed to these systems. Wetland and stream evaluation and delineation forms should be included as appropriate. Photographs may be included at the applicant's discretion. If this proposed impact is strictly for Page 7 of 13 wetland or stream mitigation, list and describe the impact in Section VIII below. If additional space is needed for listing or description, please attach a separate sheet. 1. Provide a written description of the proposed impacts: No wetland impacts are proposed. 2. Individually list wetland impacts. Types of impacts include, but are not limited to mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding. Wetland Impact Site Number (indicate on map) Type of Impact Type of Wetland (e.g., forested, marsh, herbaceous, bog, etc.) Located within 100-year Floodplain (yes/no) Distance to Nearest Stream (linear feet) Area of Impact (acres) Total Wetland Impact (acres) 0 3. List the total acreage (estimated) of all existing wetlands on the property: +/- 7.6 Ac. wetlands and streams 4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included. To calculate acreage, multiply length X width, then divide by 43,560. Stream Impact Number (indicate on ma) Stream Name Type of Impact Perennial or Intermittent? Average Stream Width Before Im act Impact Length (linear feet) Area of Impact (acres) Total Stream Impact (by length and acreage) 0 0 5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic Ocean and any other water of the U.S.). Open water impacts include, but are not limited to fill, excavation, dredging, flooding, drainage, bulkheads, etc. Page 8 of 13 Open Water Impact Site Number (indicate on ma) Name of Waterbody (if applicable) Type of Impact Type of Waterbody (lake, pond, estuary, sound, bay, ocean, etc.) Area of Impact (acres) Total Open Water Impact (acres) 0 6. List the cumulative im act to all Waters of the U.S. resulting from the roject: Stream Impact (acres): 0 Wetland Impact (acres): 0 Open Water Impact (acres): 0 Total Impact to Waters of the U.S. (acres) 0 Total Stream Impact (linear feet): (previous permits) 0 LF 7. Isolated Waters Do any isolated waters exist on the property? ^ Yes X No Describe all impacts to isolated waters, and include the type of water (wetland or stream) and the size of the proposed impact (acres or linear feet). Please note that this section only applies to waters that have specifically been determined to be isolated by the USACE. 8. Pond Creation If construction of a pond is proposed, associated wetland and stream impacts should be included above in the wetland and stream impact sections. Also, the proposed pond should be described here and illustrated on any maps included with this application. Pond to be created in (check all that apply): ^ uplands ^ stream ^ wetlands Describe the method of construction (e.g., dam/embankment, excavation, installation of draw-down valve or spillway, etc.): Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond, local stormwater requirement, etc.): Current land use in the vicinity of the pond: Size of watershed draining to pond: Expected pond surface area: VII. Impact Justification (Avoidance and Minimization) Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide information related to site constraints such as topography, building ordinances, accessibility, and financial viability of the project. The applicant may attach drawings of alternative, lower-impact site layouts, and explain why these design options were not feasible. Also discuss how impacts Page 9 of 13 were minimized once the desired site plan was developed. If applicable, discuss constructi~ techniques to be followed during construction to reduce impacts. All site development except for the cart path and waterline connections is laid out to avoid impacts to wetlands, creeks and riparian buffers. Crossings are approximately perpendicular to the channels and bridges are used to avoid impacts to wetlands and streams. Proposed clearing width for trails and bridges is the minimum needed to install and maintain the bridges and cart paths. Water lines for the golf course irrigation system are located beside trails to share clearing corridors, with minimum additional width for water line clearing. The number and locations of crossings are needed to provide access between the golf holes and other course facilities and allow safe and orderly progression from hole to hole. Also see attached sheet for iustification of each crossing. VIII. Mitigation I'Q~~ ~' ~12~°7 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 January 15, 2002, mitigation will be required when necessary to ensure that adverse effects to the aquatic environment are minimal. Factors including size and type of proposed impact and function and relative value of the impacted aquatic resource .will be considered in determining acceptability of appropriate and practicable mitigation as proposed. Examples of mitigation that may be appropriate and practicable include, but are not limited to: reducing the size of the project; establishing and maintaining wetland and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of aquatic resource functions and values by creating, restoring, enhancing, or preserving similar functions and values, preferable in the same watershed. If mitigation is required for this project, a copy of the mitigation plan must be attached in order for USACE or DWQ to consider the application complete for processing. Any application lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete. An applicant may also choose to review the current guidelines for stream restoration in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at http : //h2 0. enr. state. nc . us/ncwetlands/strm Bide. 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. No wetland or stream impacts are proposed so no mitigation is required or proposed. Page 10 of 13 2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at (919) 715-0476 to determine availability, and written approval from the NCEEP indicating that they are will to accept payment for the mitigation must be attached to this form. For additional information regarding the application process for the NCEEP, check the NCEEP website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of the NCEEP is proposed, please check the appropriate box on page five and provide the following information: Amount of stream mitigation requested (linear feet): Amount of buffer mitigation requested (square feet): Amount of Riparian wetland mitigation requested (acres): Amount ofNon-riparian wetland mitigation requested (acres): Amount of Coastal wetland mitigation requested (acres): IX. Environmental Documentation (required by DWQ) 1. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federaUstate) land? Yes X^ No ^ 2. If yes, does the project require preparation of an environmental document pursuant to the requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)? Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA coordinator at (919) 733-5083 to review current thresholds for environmental documentation. Yes X No ^ 3. If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a copy of the NEPA or SEPA final approval letter. Yes X No ^ EA/FONSI has been obtained for the proiect 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 02B .0243 (Catawba) 15A NCAC 2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please identify )? Yes X No ^ Page 11 of 13 2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer mitigation is required calculate the required amount of mitigation by applying the buffer multipliers. R ¢"~ 1 ~ 1lZ / o ~ Zone* Impact Multiplier Required (s uare feet) Mitigation 1 6,740 3 (2 for Catawba) 2 3,605 1.5 Total 10,345 * Zone 1 extends out 30 fee n ' ular om the top of the near bank of channel; Zone 2 extends an additional 20 feet from the edge of Zone 1. 3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation of Property, Riparian Buffer Restoration /Enhancement, or Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as identified within 15A NCAC 2B .0242 or .0244, or .0260. No buffer mitigation is reauired or proposed. XI. Stormwater (required by DWQ) Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss stormwater controls proposed in order to protect surface waters and wetlands downstream from the property. If percent impervious surface exceeds 20%, please provide calculations demonstrating total proposed impervious level. Total impervious surface will be +/- 13.25 Ac which _is 5.86% of total site area. Many of the golf holes have no stormwater collection systems: rainfall will sheet flow into the buffer from these holes. In areas where concentrated stormwater is planned, all runoff will be directed into grass depressions adiacent to the fairway and released through a level ssreader prior to entering the buffer. The stormwater plans have been submitted to NC State and approved under their general permit. 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. There will be in future 2 on-course restrooms and a future olf clubhouse and maintenance building. These facilities will connect to existing gravity sewer lines on the property. The existing sewer is maintained by the City of Raleigh All wastewater will be treated at the City of Raleigh WWTP. 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. Cumulative Impacts (required by DWQ) Page 12 of 13 Will this project (based on past and reasonably anticipated future impacts) result in additional development, which could impact nearby downstream water quality? Yes ^ No X If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with the most recent North Carolina Division of Water Quality policy posted on our website at http:/~'h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description: XV. Other Circumstances (Optional): It is the applicant's responsibility to submit the application sufficiently in advance of desired construction dates to allow processing time for these permits. However, an applicant may choose to list constraints associated with construction or sequencing that may impose limits on work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and Threatened Species, accessibility problems, or other issues outside of the applicant's control). /, ApplicadtlAgent's Signature ~ ~ Date (Agent's signature is valid only if an authorization letter from the applicant is provided.) Page 13 of 13 ~l o l.~ip ~, mc. LAND h'LANNING CIVIL INGINEEfZING LAND ~ U Fz.~/EYI N G MemorandLUn To: Mark P. Ashness From: Clay S. Lowder, CE Group Date: November 11, 2007 (Revised) Re: Centennial Campus -Lonnie Poole Golf Course Cart Crossings at Buffers The cart crossings clearing impacts within the NRB (zones 1 & 2) are as follows: 1. Crossing #1 - 962 sq/ft zone 1 Crossing #1 - 551 sq/ft zone 2 2. Crossing #2 - 1,493 sq/ft zone 1 Crossing #2 - 730 sq/ft zone 2 3. Crossing #3 - 1,049 sq/ft zone 1 Crossing #3 - 614 sq/ft zone 2 4. Crossing #4 - 957 sq/ft zone 1 Crossing #4 - 501 sq/ft zone 2 5. Crossing #5 - 1,120 sq/ft zone 1 Crossing #5 - 480 sq/ft zone 2 6. Crossing #6 - 1,159 sq/ft zone 1 Crossing #6 - 729 sq/ft zone 2 NRB Zone 1 Clearing Impact = 6,740 sq/ft (Total) NRB Zone 2 Clearing Impact = 3,605 sq/ft (Total) Please let me know if you should need additional information I 1000 Regency Parkway -Suite 410 -Cary, NC 275 18 Voice (9 19) 367-8790 -Fax (9 19) 367- 879 I -Email clay aC~,cegroupmc.com Y Ex~o~-~~3q ~• i• s-i ~~ ~ / 1,3+3,721 ~ ~ ' %//~ C u E ~'/„ J .."' /. 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I ~ i ~ ~ ~~ 1. i ° ~ ~ `~' 4 1 pp p ~ > ~ ~ ~ , pp ,' i ~ ~ ~ a p ~ tp r" r pp ~ ~~ ~ pp pp r p p~' j p ~ p' p j d 962 Sq Ft of Clearing Impact Zone 1 551 Sq Ft of Clearing Impact Zone 2 U C ~ ,n V ZZZm ~ Z~}= W W ~m 0 ZW~om ~ ~~ `J ~~ J~ aZ~m N •m ~J~ay ` ` z ~~ ~ Q v ~ H ~* m ~y _ ` ~ H* ~~ H ,~ O C ~rVZ ~ ~ '~ " ~ ea ~ ' H r ~ ~~ z r o~~az c~ ~ _ ~ . dCOR r yap o °° 0 ~ m ~'• ~ d~~~C3 L ~ ~~ ~' ~ c ~ ~ ono ~ ~200~ ~ REV 11/12/2007 2of8 t t s~ / ~~p ~°' ~~~ , if Crossing #1 Plan (No Irrigation Crossing) Not to Scale ~~ ~ ; r$ ° i° ~ r® p a / d 6 ~! f L_, ,~ ®J d ! ~ 1~ i ~ ®~.,.R ~/ 1 p .~' ~~ 1d f~~~ 1®p `~ , f D ' C l~\. ~`~r NEUSE RIPARRIAN E ~ (TYPICAL EACH SI ~(ZONE2-20 FT)'~ > l~ ~„ ~ ~ it r NEUSE RIPARIAN B ,~ `( TYPICAL EACH SI ,,~ ~ (ZONE 1 - 30 FT) I i 4 t ~ ~ -~~ r 1 j rau.rs ~» Jr d ... i i ~ 1 I i ~~t ~ Ir ~~ ' !+ ~ ~ ~ Y~I ®*~ ~ ~ ~ ~ r R any Y >' ~°r 1 t~ ~ ~~ E) ,f r'~ 4~~~`~'~'~'° 1:r ra ~d Ir~I ~~ ~~ ~ FFER~' ~' / ,' ~ ~~ ' ~ ' I ~ I it a ~ ~ ~ i i ~ i t ~ ~ ~ g # f 1 ! ~ ~ ~ , p f j ~7 ~ 1 ~~~~'~ r r i ~ i/~ ~:.,,,,~i ~~ 4p°a, 1 .,,"~~ l i f ~t ~~ , ` ~ i P ~ I ~! ' ~ ` II j ~ rrl ~~' ~ ~J r l ! d ~~~ ,~'~ ~ ~ ® ~~~ jrr ,~ ~ rrf f 6 P ~ ! ~ f' d ! d ~ d 1 ,f 1 7 Delineated ,'~~,° ~ ~', ~ ~, ~ 'Channel (TYP)~ ,~ 1 ~ ~' ~ ~ ~O y,P d~ / I r ~ ,~ ~~~ ` "r ~.. . .~ k;;`-,. ~rossingd#2Plan~~~~~' .N ~ ~ afr rr r~ r~ ~ ~~,~' ~,o+° c f j / t ~ S ~ e~ dy s*' .P r ~ ~ ~ t ~ / t ,~ ! ~ p 6 J ~ y ~ 6 ~ A~ ~~ ®~O Y ~ I 1 ~ ~ ¢ } ~ d r ~ ~ ~ ~ j ~ ~!. t '~ ~ .: ~ 1 ~ >' r r ~ z~ f ~{f ~ ~ ~ d ~ ~ ~ / f ,i ~~ 3 ~ rl ! /~ l ; ~ J g q 11 ''~• r E 1 t f f 'W ,~~;' ~ f J d` 1` $ r ~ . ~. ~ ~ r ,~ r ~ t ~ ~ ~ ~ ~ ~ rr ~ ~ 1 d f } t ~ 1r t t ! t ~ .1r ~ ~ a ~~ ~ rr ~' fir, ~ rr 1 f ~, ~` t e ; / ~~ ' t~ ~`~ ~ ,`'Approx. Location , b ,t ~~ P ~~' ~` ° Existing San./` ~` ~ ~ ~ ~ ~ Sewer Outfalli ~a~~. a~ f~l ~ ~ ~ ~, i i i ~• . , i ~~ ~ ~ ~ i 1 9 k ~` ~~ t 1 r a ~~, r 7 d 16-- 14' 2' 2' 8 2' a~ a° d o~ ~k ~ I ~~. ~ ~,I~, ~,~i~ '~ 14' Cart Path 12' Bridge Clearing Limits 8' Cart Path r ~~ g Crossing #2 Plan /~ ~ r x ~ ,~ ~ (with Irrigation Crossing) ~ r~, r Not to Scale ~ ~r r, ~ n r= r~ i 1,493 Sq Ft of Clearing Impact Zone 1 i~ '~ 730 Sq Ft of Clearing Impact Zone 2 ;~ ~ ~ `~~, NOTE: Crossln #3' ' } ~ ~ ``~ ~-_~. t ~~ ~ t g s v, See Sheet 4 of 8 ,' i ° ~' ~ i ~ ; a~ i r ~, i t ~ ~ ~ t ~ ~ i ! 6 i ~ n..~ E ~ t d~ ~ ~ ~ i ~ ' ~ i ~ t ,r°"~~ 1~ i ~ i i I ~ ! ~ 1 i l t ! ! ~ } ~ ' ° I t I t r ~/ i f 9 i i i (1.1 I i ~ i € i ; ~ I t f t ~ i 1 ~ ~ l ! ~ t ~ i ! \`ll1.1 ~ ~ f ~/ i ~ s i ~ ~°°/ 12' CLEAR FOR CART CROSSING ~.,~~,,~ ~ ONLY 14' CLEAR FOR CART CROSSING ~° ~ °°`' AND IRRIGATION .~ ~°° 16' CLEAR FOR BRIDGE CROSSING ~° ~~° ~ `" WITH IRRIGATION & WITHOUT NORTH ~~,,r ° °' ~ IRRIGATION ,~ °° '~ ~~° 50' 25' 0 50' 100' 1 SCALE: 1" = 50' U ~ ~ I^ u ZZZN ~ Z~~=m W rm 0 ZWjom ~ rr `J ' ~~ J~ dZNd '` ~ Om ~~ V ~p~ ~~ H rm y ~ C O ~ ` ~ O ~ ~} li: ~t '+ ~ ~~ Q 1< L ~/1AA~ W ~ = ~N 'off ~~ a z ~ P - ~ w d= ~ ~~ a~ 1C o m~ ~ ~ ~ ~ ` ~~ ~~ ~=c ~ 3 z y = ~~ JC d 10/01 /2007 ~ REV 1 1 / 12/2007 3of8 ~~ ~~ 1-~~~.~ ._ ~1~; ~~~ ~ ,~ 1 v ~ ~ j ! 1 ~ ~' ~ / j ~ T ~'~~ '~ J ~ ~ ~ ~ ~ t ~ `~ ~~ e i i l!~ i i~ ~ ~~~ ~~ ~r' ;Crossing #2 ~ ~ ~ ~ ®~ ~®~ f~ See Sheet 3~ of 8,' ! { ~'r'° ~s` ~ ~ ~ J ~ ~#~ ~ l .. «" r°" ~ ~ 7 ~ f ;~ ..-n'' tr_y ~~' .. e ~~ ~. a~ ~~ ,~~ ~` ~ ~ ~~~~ ~~t ~~i ,ti '~ ~ y~ ~ ~ $ t~ ~ ~ ..W 1 / ~~~~~~~~M~`~~~~~~~ .,~4 mti ~,: Delineated ~' ~ ,,, ~ ~.~, ~ ~ tY.. ~ `; ~ ~~ ~`~ ~. ~~ ~ `Channel (TYP) ~ ,,~ ~ ~ ,,,,, e~ .~~,~"' .,.,~ t t § ° ` ~ ~. ~~~. ~ t `"~°~~ ~~~~.~ NEUSE RIPARIAN BUFFER ~~® ~~°~~ ~ TYP.ICAL.EACH SIDE) ~ t ~~~ ; ZONE 2 - 20 FT) i ~ i ~ ti ~~ i t~ ~ ~ i ~ ~ ~ ~' ~ ~ r NEUSE RIPARIAN BUFFER, ~~ ~, ~ ~~( TYPICAL EACH SIDE.) ~ ~ ~ , ~(ZONE~1 - 30 FT ) s p i $ ~°® r~s !~ /~~ ~ ~ ! j P 99I tt ~~ ® .~ / ~ t ~ j s d R ~~~~ ~, ~~ t t ~~ t € 4 I 1 t 9 ~ } ~ t ~ ~ ~u,~~ t i n j~ f !~"' 0 C ~ /^ u n ~ ~ ~ n ~ Z~}=° WWtm 0 ~ Z QZ)o ~ ~~ J(~ aZ~;m OJO~ V ~ Z_Zg, ~o ~ ~ H ~~ m ~y C ~, ~ ~ H=~~= 0 0.- Vr~Z z ~ . ~~ ~~ ys ~~~3 ~ o~~az ~ ~~~ . ~CO~C 3y~~ o moa~~ ~~~C ~ d~~c3 L H J~ W V 10/01 /2007 1 REV 11/12/007 1 4of8 }~ ( I ~f~ ~ f g r I 1t ~ 9~ P P / i ~! fd 9 j ~ C ~~~. x ~ ~ ~ / ~ ~ ~ ~ 1 a ~ ~ ~ { ~ ~~ ~~ i P ~ ~ f ~~ ~ ~, ~, ~° 16' .~° 14' 2' 2' 8' 2' ~° ~ P s~im; ~~ _ " =~ 8' Cart Path ~~ I~~, d ~ r Z iY ~ 3W W o C7 ~ ' ~ i r ? i ~ ~ aF 12' Bridge ', ~ ~ ~ J } ~ ~ d m ~¢ ,r ~ 1 ~ ~ 1 ~, ~ ~ ~ ~ r 1 f ~ W° ~-Clearing s~ j p~ ~ ,' d~ ~ az Limits ~ ~ 1 ~ ~ .~ N ~~° ~ ~_ ~ ~ ~ t ~ ~K ,~~ ~~ ~~~ ?° f ~ ~ $ ~ ~¢ I t ~ ~ f '~ ~ ~ `~ ~ ~ ~ J~ ~ , - - ~ ~# ~' ~ Approx. Location ~, .',;.~~~~ ~,~ ~~ ' ~ ~' ~ ; 'Existing San. ~, 1 8' Cart Path ~ v9 ~ i d ~ ,~ ~ ~ ~~ ~~ ;-'' d Sewer Outfall / t ~' ~ _' ~ TYP .,rossing #3 Plan, ~ ~ Crossing #3 Plan ~` Y ~,~ k J t ~ ~ (with Irrigation Crossing) II; ~ ~ i ! ~ Not to Scale ' ~ f ~ ~ ~ ~ 1,049 Sq Ft of Clearing Impact Zone 1 ~~ ~ ~ ; + ~D E 614 Sq Ft of Clearing Impact Zone 2 t f t ~ t ~ t ' ,~ ~ ~ NOTE: i -'~''~~ 9 ~ ~ 12' CLEAR FOR CART CROSSING a t~ `' ~t p ~~ .ONLY ~ ~ ~~ ~ ~ ~ ~ ` 14' CLEAR FOR CART CROSSING ' '~ ~~'~ ! ~ ~~ ~ AND IRRIGATION i ~ ' ~ 16' CLEAR FOR BRIDGE CROSSING I ~ ~~ ~ ~~ t WITH IRRIGATION & WITHOUT NORTH } _ ~ ~ ~~~ f ~ IRRIGATION ~ # I 50' 25' 0 50' 100' ~ ~ ~ / ~#~ ~ '~. ~ ~ ~, ~~ 3 14 '-~ ~ SCALE: 1" = 50' ~~ ~~ Delineated ~° ~- 2' 12' 2' -~ ,° ~~Channel (TYP} ~ `` ~~ .~ ~ ~ ~ ~ ,' 4 ®~ ,,~~ ~ _~}~~ _° ~"~° ~~ o i m m 3 ~. '~ \ d~°~~. ~~'~`°~-,. ~""°~~_ ~ ~ ~ ~~ 8' Cart Path \J U (~ ~ ~m d z .~ ~'~~°~ Approx. Locationb~~~ I '`t~ ~ ; (.~~ °~~ .~ ~ ~ ~°~~~~Existing San.~~~~ __I=-, ~ Z ~ o z ®" ~ \ ~. Sewer Outfall ~~~ ~ Q > Q / °x,320 "' ~~ ~~ ~ ~ ~ ~ ~ ~ ~`" ~ °"" •,, ; ~_,~;_f~ "",~~.a p 12' Bridge 4 ~ ~ `"'a ~~ ~ Crossing #4 Plan ~~ ~ ~~ ~` ~ ,~ I ~ `~,, ~ ~, ~ ~-Clearing A! 4 ` ~]~[~„ ~ fi .,~ ~`~~ ~ ~. ,~~, N Limits ~,~Y .. ~ ~ ~ ~ ~ ~i :.. ~ k L, ",. ~ ~ t ~ ~ ~ ¢ t 1 t '~. ~ ...~,~~,. ~~ ~6 ~ ~ ~~ ~ ~ ~~ y ~. O~ ~ ~ ~ :;~ _ ~ ~~~ p _ _ ~~~ - R ~ ~ ~= ~. ., . 3 t ~ ~ ~ ~ 8' Cart Path L ~'A ,. ..- .. . ~. YI .. .. ,~ ., .. ~~ ~ ~ ~ ~~ ~~ ~ V 3 z x ,. a ,. .~ ... o~ a c ~'®~' ~ ~~~~; ~~ ~`~~~~~~~ ~ ~~ ~ ~ ~ Crossin #4 Plan ~ ~ 0 ~ ~ p~~~;~ ~~~ i ; ~ ~ '°~ `~, (No Irrigation Crossing) ~ "`" ,~. °°~ ~.~~~~~'~ ~~ ~~ ~ ~ ~~~~ ~', _ Not to Scale m y ~ ~ ~ ~~°° .~-~ ~~~ ~ °~m~, 957 Sq Ft of Clearing Impact Zone 1 ~~ ~ t0 ~,~ ~ ~ ~ ~ _ ~~~ .~~~'~ °~°° a, u~ °~NEUSE RIPARIAN BUFFER ^`` ~° Y 501 Sq Ft of Clearing Impact Zone 2 ~ ~ 3 ~~ ~~ ~~~ ~ ~~.~~, ~° ~ ~4~ i_. TYPICAL EACH SIDE) -~~~~4 ~ ~ . ,~ , ~ L C ~,~ ~°° , ~ ~ ~°~~~ ~~ ~ ~ NOTE: *~ ~ ~ ~'~ ~° ~ ~~, ~~~ ~~~ ZONE 2 - 20 FT) `~~~~ ~`"~~°~.~ °~ ~~ H ~+ ~'° "`° ~. „ ~ `""°~~, "`°u~. .,b .12' CLEAR FOR CART CROSSING ~ C ~~`~ ~~~ ~°~~°~,~~~ ~"°~~.~:f~~ ~"-NEUSE RIPARIAN BUFFER~~~a~~ ~~~°~~~~~~~ ~~~~ 104'CLEARFORCARTCROSSING W ~~~ ~ _ ~~ ~~~~°~~~ ~~~ ~~~~ -(TYPICAL EACH SIDE )~, °~~~~, ~~~~.a ~ ~.~° ~ ^~~.~ ~~~,~ ° AND IRRIGATION "~~~~~ "°' ~,~~° } ~~ °"°~~~~~ ~~~( ZONE 1 - 30 FT )` '°~ ,,~ ~, ~~`°°-~.~,~ 16' CLEAR FOR BRIDGE CROSSING ®~"~'~ '~~ ~ ~~`~°~`°~~''~~~~~°""~°~«~,~ "~ ~"""~ `° ~°~~ "~'°=WITH IRRIGATION & WITHOUT NORTH 10/01 /2007 ° ~° IRRIGATION °~~°° ~ /` ~ ~~~ ~r°~~~~,~.. ~. ,~ ~` '~~° ~ .°° ~ ~,,~,~~ ~~~°'~w,~ ~'' °. ,~ ~ "°'""°~ 50' 25' 0 50' 100' REV t t/t 2/2007 w, ,<,,,, a am ~ ~~m~,~ ~ ~~~,~.°°.»~® ".w. ~ ®~ "'~,~~~~4 ° ~° ~. ,~ `,,~ ~°•, ""~~ .~,~~ ~ SCALE: 1" = 50' ,d 4. ®® ~ m~.. '""gym +ti®-•. °4s ®, ``a. ®^w,.,, ~~~~,~ ~ ~ '~ I~~'~ ~~~ ~ ~ ~ ~ ~ I ~~"~-~.ry°~~ ~~ i i is ~ ~ ~~~~ ~, ` t Delineated ; ` e ~ ~ II ~ ~ , ~~` ~ ~` ~ ~ ;Channel (TYP)'.: ~ r > ~ ~ ~ ~ d ~ a ~ I I ~ i ~, ~ ~ ~ € ~ ~ ~, 1 Crossing #5 Plan ~ ~~ x ~ r ~ i p l I I E ~ t I t~ a~ ~ ~ ~ dl ~ ~~ I ~ ~~ ~° j l i r~ i I I ~ t t ~ i r 't Q i ~ ~~ NEUSE RIPARIAN BUFFER~~ ~ ~~~''~~ ,( TYPICAL EACH SIDE )'~, ~ ~`% (ZONE2-20 FT) `~ ~~ ~ ~ ~ ~, ~~ NEUSE RIPARIAN BUtFFER (TYPICAL EACH. SIDE) ,~g ' (,ZONE .1- 30 FT) '~ `~ ~, ~, ~ ~ 1 ~ t ~ ~ ~ ~ t ( ~ ~ ) .~ ~ ~ ~ ~ ~ ~ ~~~ o~ ~~ e~ ~ - ~ t ~ ° ~ ~ ~ ~ 1 Y %~ ~ ~~~ ~~ ~~ ~Jr ~ r ~~f , ~ ~~ r J >v t t A l i { a~ ~`~ ~ ~~ ~~ ~ i „ ~ ~ ~ ,•' , !~. ® ~~ ,® r < ~~ ; ~~ ?~ rP i ~/ 1 J t ~ . ~ ~ ~~ ~ ~ l~ 11 ! I i ~ i ~ ~ + ! ~ I j i I1 ~ ? I i S I v~v~ ~~ - ~ ~ t ' t t i ~~ r~ I t i i t I i _.~r~~ '9 1 t J ~~; ~~~ ~~ I y ~~~ r l t I f 1 ~ o ;Approx. Location ~ Existing San.~~~; ~ i ~~' Sewer Outfall ~ ~ (TYP) ~ ~ ~ ~ r i ° ~ ~ { $ { #~ i ~ i d a ~ / ~~ ~ +, ~ ~ ) 7 ~ O ~ J { j f X t ! j ~ ~~ ~~ ~' a r i ~ o ~ ~ ' ~ I~ ~ f ~ ~ ~ 1 t 6 '~ \ ~ t I t 9 t f ~ ~~ 1 t t t f J ~~ ~ 1~ ~ ~ ~y~ 14; ' C~ ~ ~ I~~~ i ~~: ~ ~ ~ a~~d ~f ~ / ~ ~ ~' 3 ~' t < r ~, ~ }~r ~~ I ~ 6 t , ~~ ? , ~_. i i ~ ;~ ? T h ng ! 9 , i ~ .~.. 1 1 "' ~' ~~ ~~ ~~ ~~ `~~` ~ Crossing #5 Plan t I I ~ t i t' ~~~ ~ ~ i ~, ° I ~ ` ~ i, (No Irrigation Crossing) ~ `$ ~ 1 i ~ ~ ~~~ Not to Scale i ° ~ '~ a ~~ ~ ! r 1,020 Sq Ft of Clearing Impact Zone 1 t ~, ~ ~ ~ ~ 4 I ~~ 480 Sq Ft of Clearing Impact Zone 2 ' ~ i ; ~ i ~ ~ ~ i NOTE: ~ ~ ; 4 6 ~ I ~~ ~~ ~~ +1 ~ ~ ~t ~1 ~ ~ 12' CLEAR FOR CART CROSSING ~ 3 ! / ~~~ t i ,~ J ~ ONLY ~~~' A~ ;~ ~ ~ ~~ df ~t !~ ~~ ~ 14' CLEAR FOR CART CROSSING ~ ; tf ~ ,~~ ~~ ,~ ~~ ~ ~~ ~~ AND IRRIGATION t ~ # fj ~ t ~ J ,~ ~ 16' CLEAR FOR BRIDGE CROSSING 1 t ~ ~ ; j # / t 1 WITH IRRIGATION & WITHOUT NORTH t~ t~ ~ I j ~ 3 6 ~~' IRRIGATION _- ~ 1Ri~~ ~~~' ~ ~ ~ ~ 50' 25' 0 50' 100' F ~ ~ '~ ~ t~ ~ ; , 1 ,I i i ~t ~~ ~ of ~a ~`~ ~}e ~ ~ ~ SCALE: 1" = 50' l i ~ t i ~~~ I l i ~~~ ZZZN ~ Z~}=° W 0 ZWjo a(~j~° ZN~m 0 to ~~ Z~Z~b ~~~_ ~~ ~ m ~y C ~~ OA ~ ~ O~ ~ C iiii ~s ' ~Z 0 ,< ~~ = w y ~ s ~~ O~ II RR~ v~' z Z ~~~~ ~ ~~ ~ p~ ~ ~ m \ a_ ~ ` ~~ ~ ~~= ~ 3 ~ ~* H .~ _ A ,, W / V ~ 10/01 /2007 ~ ~ REV 11 / 12/2007 8of8 16' 14' r _-~~~~~ 111 I ~~~ ' ' ~~~ ° ~ 2~ $~ --Delineated Wetlands (TYP) NEUSE RIPARIAN BUFFER ~ (VTYPICAL EACH,SIDE) ~ - 3 (ZONE 1 - 30 FT )~~ ~ ~'~~ f,;` ~i ~.n (4 ' ,,® ~ r ~( Crossing #6 Plan ~-~ ~ I 2 l Z 2 °~ ~ W ~~ ~- ~~ i i ~ P Q F- ~ ~ v_ ~ ~ d' i ~ o 0 0 f~;' / ~ aw ' ~~ ' +i ~ a ~~ ~ °Q 1 / ~"~~ ~ i ~~ ~ / ~. ~ ~ ~,. r ~ ~f~ `~-«. i~ 50' 25' 0 50' 100' SCALE: 1" = 50' U C ~ I^ U n ~ ] ~ N ~ Z~?=m Ill W 3 4 ZW~o~, dZ m N ~m IIJ~~ ` J ~ z ~~ ~ = J~ . 1 y ~* ~ ~y ~,~ H=~vs ~.- ~r~Z= c~ L ~ ~~ L o~~az ~~°~~~ ~ p~ 3 mya_~ .`~~~ ~~~~= 3 "~ ~ H ~ AAC,, ~W V ~ 10/01 /2007 ~ ~ REV 11 / 12/2007 7of8 14' 2' 2' 8' Cart Path 12' Bridge ~iearing Limits Cart Path Crossing #6 Plan (with Irrigation Crossing) Nat to Scale 1,159 Sq Ft of Clearing Impact Zone 1 729 Sq Ft of Clearing Impact Zone 2 ' NOTE: ~°~ J p 12' CLEAR FOR CART CROSSING 7 `~ ONLY ~~ ,.. 14' CLEAR FOR CART CROSSING ~/® AND IRRIGATION 16' CLEAR FOR BRIDGE CROSSING WITH IRRIGATION & WITHOUT NORTH ~r ~ IRRIGATION U C ~ I^ U ` 1 ~~zm 7 ~~ W W ~ ~~~ ri ~eQinir_ ~a~ ri GoRinir_ O , -, Z ~ QZ~°q rrhh ~.1 m a T ZN ZJZ~a N R ALT i;> a CO C ETE OR ASPH ~ ~ . 1 SURFACE TREATED TIMBERS 8'-0" O.C. (TYP) CART PATH ONLY SECTION @ WETLAND CROSSING NTS ~n~ ri GnRinir_ IRRIGATIO & WIRING CART PATH WITH IRRIGATION SECTION @ WETLAND CROSSING NTS TREATED TIMBERS 8'-0" O.C. (TYP) WOODEN BRIDGE /CART CROSSING WITH IRRIGATION SECTION @ WETLAND CROSSING NTS ~1+ ~* yH ~~_~ c ~~ 'y ~ Z R Q ~ ~ ~ Oys ~~~~o 3~ ~O'Z a~-~ . 00p00c ~ a~ _~ 0~~ ~ ~~ C ~ ~t3 0* •IC d v ~ o/o ~ l200~ REV 11 CONCRETE OR ASPHALT SURFACE WOODEN BRIDGE /CART CROSSING ONLY SECTION @ WETLAND CROSSING NTS 1F'rl FARING; IRRIGATION PIPING & WIRING ATTACHED TO WOODEN BRIDGE 8of8