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HomeMy WebLinkAbout20080925 Ver 1_Application_200806060 8- 0 9 2 5 ti11c 2008 US Army Corps of Engineers Raleigh Regulatory Field Office 3331 Heritage Trade Drive, Suite 105 Wake Forest, North Carolina 27587 ors ?-?'?c? ??f ??-?-?-?... To Whom It May Concern: ?[g @ R BIN JUN 6 2008 DENR ??lA t{< i.vAu ; e WETLANDS AND ST(?RMWATER BRANCH Please accept this letter as an authorization for Blue Ridge Environmental Consultants Inc. and its employees to be signatory agents in all matters related to permitting applications. Office Use Only: Form Version March 05 USACE Action ID No. DWQ No. (If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".) 1. Processing Check all of the approval(s) requested for this project: ® Section 404 Permit ? Riparian or Watershed Buffer Rules ? Section 10 Permit ? Isolated Wetland Permit from DWQ ® 401 Water Quality Certification ? Express 401 Water Quality Certification 2. Nationwide, Regional or General Permit Number(s) Requested: Nationwide 29 3. If this notification is solely a courtesy copy because written approval for the 401 Certification is not required, check here: ? 4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII, and check here: ? 5. If your project is located in any of North Carolina's twenty coastal counties (listed on page 4), and the project is within a North Carolina Division of Coastal Management Area of Environmental Concern (see the top of page 2 for further details), check here: ? D C3 D II. Applicant Information Owner/Applicant Information JUN 6 2008 Name: Jorge Martinez- Creek Side Pointe k Helton, LLC DENR-WATER ?,1-rY ?H Mailing Address: 119 Fairwich Ct. WETLANDS A Tavernier, FL 33070 Telephone Number: na Fax Number: na E-mail Address: na 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: Derek Goddard Company Affiliation: BREC Inc. Mailing Address: 162 Helen Court Boone, NC 28607 Telephone Number: 828.265.4425 Fax Number: E-mail Address: brec_nc(kbellsouth.net III. Project Information Updated 11/1/2005 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 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. 3 1. Name of project: Creek Side Pointe k Helton 2. T.I.P. Project Number or State Project Number (NCDOT Only): NA Property Identification Number (Tax PIN): 06207-114 4. Location County: Ashe Nearest Town: Lansing Subdivision name (include phase/lot number): Creek Side Pointe k Helton Directions to site (include road numbers/names, landmarks, etc.): HWY 194 North thru Lansin to o Sturgis in the Helton Community. Take a left on Spencer's Branch. Project is 2 miles on the left. 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): 36.57291 ON 81.50013 °W 6. Property size (acres) 41.644 7. Name of nearest receiving body of water: UT to Spencer's Branch 8. River Basin: New (Note - this must be one of North Carolina's seventeen designated major river basins. The River Basin map is available at Littp //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: Forest Agriculture, and Residential Updated 11/1/2005 Page 6 of 13 10. Describe the overall project in detail, including the type of equipment to be used: The project is an after the Fact permit and restoration that seeks to install culvert pipe crossings for road and lot access to a sub division. As specified in the attached plans. Excess pipe and unnessasry impacts are to be removed and restored to natural conditions. 11. Explain the purpose of the proposed work: Subdivision road access 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. 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. VI. Proposed Impacts to Waters of the United States/Waters of the State It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to wetlands, open water, and stream channels associated with the project. Each impact must be listed separately in the tables below (e.g., culvert installation should be listed separately from riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts, permanent and temporary, must be listed, and must be labeled and clearly identifiable on an accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial) should be shown on a delineation map, whether or not impacts are proposed to these systems. Wetland and stream evaluation and delineation forms should be included as appropriate. Photographs may be included at the applicant's discretion. If this proposed impact is strictly for wetland or stream mitigation, list and describe the impact in Section VIII below. If additional space is needed for listing or description, please attach a separate sheet. 1. Provide a written description of the proposed impacts: Impact will include 147 feet of Culvert pipe for road access Temporary impacts will include the restoration of specified channels that have excess pipe and impacts removed. Updated 11/1/2005 Page 7 of 13 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, o,-"aratPlV list im„artc iiTne to l,nth Stmotime,, and flnndinu_ Wetland Impact Site Number (indicate on map) Type of Impact Type of Wetland (e.g., forested, marsh, herbaceous, bog, etc.) Located within 100-year Floodplain ( es/no) Distance to Nearest Stream (linear feet) Area of Impact (acres) 0 Total Wetland Impact (acres) 0 3. List the total acreage (estimated) of all existing wetlands on the property: 0 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 m„ct hp inl„dPd Tn cAe.iiinte ncreaue_ multinly length X width. then divide by 43.560. Stream Impact Number (indicate on ma) Stream Name V Type of Impact Perennial or Intermittent? Average Stream Width Before Impact Impact Length (linear feet) Area of Impact (acres) 1 Spencer's Branch culvert Perennial 3' 30 .0020 2 UT 2 culvert Perennial 97 .0022 3 UT 2 culvert Perennial 20 .0004 Total Stream Impact (by length and acreage) 147 .0046 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 exenvntinn dreduinu_ flnndinu_ drainage_ bulkheads. etc. Open Water Impact v v Name of Waterbody Type of Waterbody Area of Site Number (if applicable) Type of Impact (lake, pond, estuary, sound, bay, Impact (indicate on ma) ocean, etc.) (acres) Updated 11/1/2005 Page 8 of 13 0 Total Open Water Impact (acres) 0 6. List the cumulative impact to all Waters of the U.S. resulting from the project: Stream Impact (acres): .0046 Wetland Impact (acres): 0 Open Water Impact (acres): 0 Total Impact to Waters of the U.S. (acres) .0046 Total Stream Impact (linear feet): 147 7. Isolated Waters Do any isolated waters exist on the property? ? Yes ® No Describe all impacts to isolated waters, and include the type of water (wetland or stream) and the size of the proposed impact (acres or linear feet). Please note that this section only applies to waters that have specifically been determined to be isolated by the USACE. 8. Pond Creation If construction of a pond is proposed, associated wetland and stream impacts should be included above in the wetland and stream impact sections. Also, the proposed pond should be described here and illustrated on any maps included with this application. Pond to be created in (check all that apply): ? uplands ? stream ? wetlands Describe the method of construction (e.g., dam/embankment, excavation, installation of draw-down valve or spillway, etc.): NA Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond, local stormwater requirement, etc.): Current land use in the vicinity of the pond: Size of watershed draining to pond:- Expected pond surface area: VII. Impact Justification (Avoidance and Minimization) Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide information related to site constraints such as topography, building ordinances, accessibility, and financial viability of the project. The applicant may attach drawings of alternative, lower-impact site layouts, and explain why these design options were not feasible. Also discuss how impacts were minimized once the desired site plan was developed. If applicable, discuss construction techniques to be followed during construction to reduce impacts. All possible erosion and sediment control BMPs will be installed to prevent sedimentation. Equipment will work on high ground whenever possible. Pipes will be buried in the thalweg in order to allow species passage. Pump arounds will be used to decrease potential for Turbidity. A alternate plan is included and was dismissed due to potential larger impacts. The proposed plan was scaled down from the previous plan. Updated 11/1/2005 Page 9 of 13 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 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://l12o.enr.state.nc.us/ncwetIands,/strni?,,ide,htm1. 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. NA 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 Updated 11/1/2005 Page 10 of 13 website at http://h2o.enr.state.nc.us/wEp/index.htln. If use of the NCEEP is proposed, please check the appropriate box on page five and provide the following information: Amount of stream mitigation requested (linear feet): Amount of buffer mitigation requested (square feet): Amount of Riparian wetland mitigation requested (acres): Amount of Non-riparian wetland mitigation requested (acres): Amount of Coastal wetland mitigation requested (acres): IX. Environmental Documentation (required by DWQ) 1. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land? Yes ? No 2. If yes, does the project require preparation of an environmental document pursuant to the requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)? Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA coordinator at (919) 733-5083 to review current thresholds for environmental documentation. Yes ? No 3. If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a copy of the NEPA or SEPA final approval letter. Yes ? No X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ) It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to required state and local buffers associated with the project. The applicant must also provide justification for these impacts in Section VII above. All proposed impacts must be listed herein, and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ Regional Office may be included as appropriate. Photographs may also be included at the applicant's discretion. 1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233 (Meuse), 15A NCAC 213 .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC 2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please identify )? Yes ? No ? 2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer mitigation is required calculate the required amount of mitigation by applying the buffer multipliers. Zone* Impact (square feet) Multiplier Required Mitigation 1 3 (2 for Catawba) 2 1.5 Updated 11/1/2005 Page 11 of 13 Total * Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an additional 20 feet from the edge of Zone 1. 3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as identified within 15A NCAC 2B .0242 or .0244, or .0260. 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. Property is primarily forest and agricultural lands. 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. NA _ XIII. Violations (required by DWQ) Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules? Yes ? No Is this an after-the-fact permit application? Yes ® No XIV. Cumulative Impacts (required by DWQ) Will this project (based on past and reasonably anticipated future impacts) result in additional development, which could impact nearby downstream water quality? Yes ? No If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with the most recent North. Carolina Division of Water Quality policy posted on our website at Imp://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description: XV. Other Circumstances (Optional): Updated 11/1/2005 Page 12 of 13 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). Copy sent to NCWRC. After The Fact Permit Application Applicant/Agent's Signature Date (Agent's signature is valid only if an authorization letter from the applicant is provided.) Updated 11/1/2005 Page 13 of 13 C'raahei(le Pointe I I C- Helton- 1:24.000 USGS Ouad ?o 1000 ff l 0 5w t1)00 MUM PrIYLted from TOPni t?Z0II1 National G?omphic Holdirgs fwvmr topecom) TsaiEVF ' N* Co y, All -/EvF ject Sit . r ' , g r7l V EVE EvF e , .. s EvF «.. EVE F V TsD tk vF Evia' 194 ` k TsD iEVE� ITS C o Al- � } 3 b m f { T°sC? a EvE D Eve T , ...�` - �= x 152, i EY T - Evi- - VFR� Ev y - � Eve" ( [V . Rd 'Qry Hawks R(I 0 2008 hiapOuest I ?r +y Yq ' Map Data <€ et ? f 3{ Fir e 3 et??'`e V? 9NAVYEQ Map Unit Description (Brief, Generated) Ashe County, North Carolina [Minor map unit components are excluded from this report] Map unit: EvF - Evard loam, 25 to 45 percent slopes Component: Evard (80%) The Evard component makes up 80 percent of the map unit. Slopes are 25 to 45 percent. This component is on mountains, mountain slopes. The parent material consists of creep deposits over residuum weathered from igneous and metamorphic rock. Depth to a root restrictive layer is greater than 60 inches. The natural drainage class is well drained. Water movement in the most restrictive layer is moderately high. Available water to a depth of 60 inches is moderate. Shrink-swell potential is low. This soil is not flooded. It is not ponded. There is no zone of water saturation within a depth of 72 inches. Organic matter content in the surface horizon is about 3 percent. Noninigated land capability classification is 6e. This soil does not meet hydric criteria. USA Natural Resources Tabular Data Version: 7 Conservation Service Tabular Data Version Date: 01/15/2008 Page 1 of 1 V# 41- ti I w� I . 'F � 4.��" �(. ,. �� • � �- . ' X14 � `� f � `'°ail` � ! ilia { � �, '� � � „� �_ _ . \ � + • s f w 1! r y.`" "-;�\ '07 � ��� .ter, ����• � �, .> - �' ��` �. ""ti t y& i vt�r jp ew, 19, r r lei } l; O t e x a { 'i P yy, ~t �y ,6 g r !! , "f dY sw 10 1 y. fT %,A A04 5LOPE BREAK OR BENCH III=11 WAVER ELtVNArtON 111= I i Im _1TI-?_ I I I I? I I I, I I I I -111=1 I1=111_1 I I_I1 ANGLE- CtJND PROFILE VIEW • LIVE STAKES INSTALLED IN BANK WTTH DEAD-BLOW HAMMER • 415 OF STAKE IN GROUND • BUDS ORIENTED UPWARDS . 3' CENTER5 (APPROX.) • CUT EXPOSED END OF LIVE STAKE AFTER INSTALLATION IF DAMAGED DUE TO INSTALLATION (I.e. damaged Bart, spirt ends, etc.) LIVE STAKE PLANTING DETAIL (NOT TO 5CALE) air _ ?rrw w. wa .:.r ia?•Y a. ti4 ase A- Temporary Silt Fence 51LT FENCE I 2 3 OF- PlariGrg Place bare-root Clom hole With hole With seedhng m hole - Shovel or AWgen Shovel m Auger root collar at m ar space surface around roots BARE-ROOT 5EEDLING PLANTING DETAIL (NOT TO 5CALE) Spoil Area and Temnorarv Seeding Requirements 1. 4,000 lbs of agricultural lime per acre 2. 1000 lbs of 10-10-10 fertilizer per acres 3. 100 lbs of Kentucky Blue Grass per acre 4.30001bs straw mulch per acre 5.200 Lbs of Annual Rye Grass 6.25 Lbs of Riparian Mix Ground Cover Maintenance Requirements 1. Reseed as necessary 2. 400 Lbs of 10-10-10 fertilizer per acre per year 3.2000 Lbs of agricultural lime per acre every 3-5 years Riparian Restoration Specifications 1. No less than a 20 Foot wide buffer will be established along the affect reach 2. A Minimum density of 320 stems per acre will be strictly adhered too. 3. Native Bare Root, 1, and 2 gallon species will be installed. 4. To achieve bio-diversity at least 8 different species from the List included will be installed. 5. 100% coconut or like quality RECP will be installed to standard detail. BANK OR BENCH COIR MATTING BA-5t FLOW I T=1 I I WAT ELEVATION _I 1111'11 1111 -1 -I -I I I I I 11 I I I_, III 12• ECO-STAKED 24'ECO-STAKEM PROFILE VIEW TRENCHED TOF OF MATTING TO A DEPTH OF AT LEAST 12'. STAKE • MINIMUM 2' CENTERS ALONG BOTTOM 12' ECO-STAKES® INSTALLED IN BANK OR STAPLE IN PLACE. { B=11.1. • MINIMUM 1' OVERLAP AT JOINING FL(19h WITH COIR MATTING ABOVE TO DESIGN GRADE SECTIONS OF COIF MATTING BOTTOM ROW OF 24' ECO.5TAXE50 MINIMUM 24' ECO-5TAKE50 1500-STAKES® SPACED AT INSTAUEQ ALONG TOE OF MATTING MAXIMUM 3' CENTERS (APPROX.) Orrtercept between carter xaface and bar?J COI R MATTING DETAIL BOTH DIRECTIONS Native Riparian Species Aesculus octandra Alnus serrulata Arisaema triphyllum yellow buckeye to alder jack-in-the ul it a Betula lenta Amelanchier arborea Asclepias incamata the birch serviceberry swamp milkweed Betula nigra Aronia arbutifolia Carex crinata river birch red chokeberry fringed sedge Carya cordiformis Asimina triloba Carex intumescens bitternut hickory common pawpaw bladder sedge Carya ovata Calycanthus iloridus Carex lupulina shagbark hickory sweet-shrub hop sedge Diospyros virginiana Carpinus caroliniana Carex lurida persimmon ironwood lurid sedge Fraxinus pennsylvanica Comus altemifolia alternate leaf Carex scoparia green ash dogwood broom sedge Halesia caroliniana silverbell Comus amomum Carex stricta silky dogwood tussock sedge Nyssa sylvatica Corylus americana hazel-nut Carex vulpinoidea black um fox sedge u s occidenta/is Hamamelis virginiana Chelone glabra ore = witch-hazel turflehead Prunus serotina Ilex verticillata Cyperus strigosus black cherry winter berry umbrella sedge Salix nigra Leucothoe axillaris doghobble Elymus hyshVx black willow bottlebrush grass Tilia heterophylla Lindera benzoin spicebush Eupatorium fistulosum white basswood Joe- a-weed Lyonia ligustrina Eupatorium perfoliatum male-berry boneset Magnolia tripetala Impatiens capensis umbrella tree jewel-weed Physocarpus opulifolius Juncus eflusus ninebark soft rush Rhododendron periclymenoides Leersia oryzoides wild azalea rice cutgrass Rhododendron viscosum Lobelia cardinalis swam azalea cardinal flower Rosa palustris Lobelia siphilitica swam rose great blue lobelia Salix sericea Ludwigia altemifolia silky willow bushy seedbox Spirea latifolia Panicum virgatum meadowsweet switch grass Symplocos tinctoria Polygonum sagittatum sweet leaf tearthumb Viburnum cassmoides Scirpus atrovirens blithe-rod green bulrush Channel Restoration and Notes and Details - All Rip- Rap aprons will be removed - Coir Matting will be used on all restored Channels - Temporary and permanent herbaceous cover will be established in Accordance with Attached Specifications. - Native Woody vegetation will be establish as to achieve a density of 900 shrubs and 400 Trees's per acre. - BREC Inc. Staff will be on site at all times during the impact removal and restoration to ensure permit compliance and proper field engineering. -On site natural stone material will be used to provide grade control (seals) as needed following removal of excess pipe. - No restored stream will be outleted on fill material. (NOT TO SCALE) f i Y" ro, / ) t f / / / ! '! 1 ! / 1 1 cX _ r sa__ t / f ? t JjJJ i / ! r KD\ / •....?, .' i`? ° ?,.,- "? / ! cC?, 1 ?"?` ` .. ,170` i t o/ °D m f r ..,, ? -?., ? ?, f / f f ? / ..., •-- fir' / ? ! ? /? ,?C"'"? ? ? _ _ _ _.-- ? ! ? ?'" ? ?.,' ? ?" -?-.._...,-f ! f l (j f ?' ( } `4 A) 6 6-1 f ! o? 1 3?4 f a %? r' f ®ro Blue Ridge Environmental Consultants, InC. Date Revision Description 162 Helen Court I Boone, NC 28607 1 TEL +1828.265.4425 1 WEB http://brec.biz Creekside Pointe at Helton 1:200 Landscape Plansheet