Loading...
HomeMy WebLinkAbout20041934 Ver 1_401 Application_20041202Environmental Consultants, PA Road Raleieh. North Carolina 27614 Phone: (919) 846-5900 Fax: (919) 846-9467 ~i`,CTtlv'~:+5 ~,;1D ST C. Z;,~ ~liiirEil Efii,tCH NCDENR-DWQ Attn: Ms. Cyndi Karoly 2321 Crabtree Blvd. Parkview Boulevard Raleigh, NC 27604 US Army Corps of Engineers Attn: Ms. Andrea Wade 6508 Falls of the Neuse Road Suite 120 Raleigh, NC 27615 RE: Request for NWP 39 / 401 Water Quality Certification and Buffer Compliance Peyton Hall Residential Subdivision Raleigh, Wake County, North Carolina Dear Ms. Karoly and Ms. Wade: On behalf of Helen T. Lattimore (property owner), we request authorization from the US Army Corps of Engineers (USAGE) to utilize Nationwide Permit 39 for construction of the proposed Peyton Hall Residential Subdivision. We also request written concurrence from the NC Division of Water Quality (NC-DWQ) that the project complies with the Neuse Basin Riparian Buffer Rules and GC 3402, the 401-Water Quality Certification associated with Nationwide Permit 39. APre-construction Notification Application (PCN) is attached, as well as an agent authorization form. Location The site is approximately 38-acres and is located in northeast Raleigh, Wake County, NC immediately east of where Wedgewood Drive currently stubs off. Wedgewood Drive intersects Hew Hope Road (SR 2036) from the east at a point approximately 2000 feet due south of the intersection of New Hope Road and Buffalo Road (SR 2215). Figure 1 shows the location of the site on a USGS topographic quadrangle. Proicct History S&EC delineated the wetlands, streams, and buffers onsite in June of 2003. A site meeting was held with Ms. Debbie Edwards of the NC-DWQ on June 26, 2003 (NBRRO 03-209). Two site meetings were held with the USAGE. The first USAGE meeting was with Ms. Andrea Wade on July 10, 2003 and was held for the purpose of obtaining a Charlotte Oftce: Greensboro Office: 236 LcYhillip Court, Suite C 3817-E Lawndalc Drive Concord, NC 28025 Greensboro, NC 27455 Phonc: (704)720-9305 Phone: (336)540-8234 Fax: (70.3) 720-9-106 Fax: (336) 540-8235 r DEC t' '~ ' ~'!'':r December 2, 2004 S&EC Project #7726.W0 December 2, 2004 S&EC Project 7726.W0 Page 3 area between NB-3 and NB-4 is required and can not be obtained without a stream crossing. If either crossing shown on NB-3 or NB-4 is deleted, the resulting cul-de-sac will exceed the City's cul-de-sac length requirement and will also not allow for the interconneetivity t}iat the City is requiring. The NB-4 impact is to an intermittent stream that has already been impacted (i.e. gullicd and straightened) in the past from the utility corridors that it runs through. The proposed project will exceed 30% impervious at the completion of the project. Although a formal stormwater plan is not being submitted with this application, one will follow after the 401 and 404 have been issued and the project is closer to construction. The project engineer has set aside areas for stormwater devices that should be adequate to meet the 85% TSS removal. We ask that the 401 be issued with a special condition that states that a stormwater management plan must be approved by the NC-DWQ before the 401 is valid and before any site construction proceeds. I<liti~ation As discussed above, the purpose of the site meeting held with Ms. Jennifer Burdette of the USACE was to determine which stream impacts would require mitigation and what ratio would be applied to those that did require mitigation. It was deterniined that impacts depicted on sheets NB-2 and NB-3 would require stream mitigation at a 2:1 ratio and the impact shown on sheet NB-4 would not require mitigation. Payment to the NC- EEP is proposed to satisfy the stream mitigation requirement. No wetland mitigation is required because no wetland impacts are proposed. No buffer mitigation is proposed because the buffer impacts that result from the road crossings are less than 1/3 acre each and are therefore considered an "allowable" activity. Given the 2:1 mitigation ratio, stream mitigation totaling 396 LF is required. Please call or email me at SClark(a~SandEC.com if you have any questions. Sincerely, ~~ Sean Clark Environmental Scientist Attachments: Pre-construction (PCN) notification form Agent Authorization USGS Site Vicinity Map Soil Survey Site Vicinity Map Wetland Impact Maps (5 sheets) $475 check for 401 processing Off1CC IJSC Illy' Forn~ Version lv1ay 2002 USACE Action ID No. DWQ No. _ nwr_. • ~~1:,.,.1_l,.rr ,.~ rr1~T/A n \ (If any part~eular item is nog appucawe iv uus Yi~~cc~, yic.~c cuwi ..~< ~,k.E ............ ... ..,. _ .~ I. Processing 1. Check all of the approval(s) requested for this project: ® Section 404 Permit ® Riparian or Watershed Buffer Rules ^ Section 10 Permit ^ Isolated Wetland Permit from DWQ ® 401 Water Quality Certification 2. Nationwide, Regional or General Permit Number(s) Requested: NWP 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: 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 (sec the top of page 2 for further details), check here: ^ II. Applicant Information 1. Owner/Applicant Information Name: Helen T. Lattimore Mailing Address: 3122 Eton Road Raleigh, NC 27608 Telephone Number: 782-0131 Fax Number: not available E-mail Address: not available 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: Sean Clark Company Affiliation: Soil & Environmental Consultants PA Mailing Address: 11010 Raven Ridge Road Raleigh NC 27614 Telephone Number:~919)846-5900 Fax Number: (919)846-9467 E-mail Address: SClark(a~SandEC com I'agc 1 of 9 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 maybe 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: Penton Hall Residential Subdivision 2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A 3. Property Identification Number (Tax PIN): 173509063058 & 173509063722 4. Location County: Wake Nearest Town: Raleigh Subdivision name (include phase/lot number): Penton Hall Directions to site (include road numbers, landmarks, etc.): The site is approximately 38- acres and is located in northeast Raleigh Wake County NC immediately east of where Wedgewood Drive currently stubs off. Wedgewood Drive intersects Hew Hope Road (SR 2036) from the east at a point approximately 2000 feet due south of the intersection of New Hone Road and Buffalo Road (SR 2215). Figure 1 shows the location of the site on a USGS topographic quadrangle. 5. Site coordinates, if available (UTM or Lat/Long): 035"49'37.23"N, 078"33'34.66"W (NB-2) 035"49'36.74"N 078"33'40 90"W (NB-3) 035"49'38.60"N 078"33'45 61"W (NB-4~ (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): +/- 38 acres 7. Nearest body of water (stream river/sound/ocean/lake): UT to Rocky Creek 8. River Basin: Neuse River Basin (Note -this must be one of North Carolina's seventeen designated major river basins. The River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.) Page 2 of 9 Describe the existing conditions on the site and general land use in the vicinity of the project at the time of this application: Currently the property is primarily wooded with a large Hower line easement oriented north to south bisecting the property. Several ATV trails are present on the site At the time the adjacent Rebel Acres residential subdivision was built (proximately mid 1960's) Stonewall Drive and Wedgewood Drive were graded ~n beyond the end of the paved surfaces These graded areas extend onto the subject property but do not cross any_jurisdictional or buffered areas With exception to the property immediately south of the proposed subdivision the surrounding properties are residential subdiv~s~on. Describe the overall project in detail, including the type of equipment to be used: The proposed project is asingle-family residential subdivision with utilities typically required by residential subdivisions The City of Raleigh is requirinr; that the subdrv~sion's streets tie into existing adjacent road stubs The project will require three road crossings ~n order to connect to these existing stubs Typical heavy machinery required for gradtne etc. will be used on this project Explain the purpose of the proposed work: The purpose of the proposed work is to meet the demand for additional housing in the area The project will connect the roads and utilities of the surrounding similar residential subdivisions and will thereby provide the City of Raleigh with interconnectivity and alternate routes for emergency vehicles. 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.LP. project, along with construction schedules. S&EC delineated the wetlands streams and buffers onsite in June of 2003. A site meeting was held with Ms Debbie Edwards of the NC-DWQ on June 26 2003 (NBRRO 03-209). Two site meetings were held with the USACE The first USACE meeting was with Ms. Andrea Wade and was held for the purpose of obtaining a jurisdictional determination. The second site meeting was held with Ms Jennifer Burdette to determine which stream impacts on the property will require miti ation Ms Burdette determined that the crossings shown on the attached_NB-2 and NB 3 sheets would require stream mitigation at a 2.1 ratio The crossing shown on sheet NB 4 was determined to be intermittent and will not require mitigation. No 401 or 404 permits have been previouslyissued for this site. V. Future Project Plans Are any future permit requests anticipated for this project? If so, describe the anticipated work, and provide justification for the exclusion of this work from the current application. No future permits are known to be required for the subject property at this time. Page 3 of 9 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. Provide a written description of the proposed impacts: The proposed impacts that will result from the project will result solely from road crossinl;s. The road crossings will impact stream channels and their associated buffers. The project does not propose any wetland impacts. Total Stream impacts will total 293 linear feet of which 198 linear feet are perennial (i.e. require stream mitigation) and 95 linear feet are intermittent (i.e. do not require stream mitigation). 1. Individually list wetland impacts below: Wetland Impact Site Number (indicate on map) Type of Impact* Area of Impact (acres) Located within 100-year Floodplain** (yes/no) Distance to Nearest Stream (linear feet) Type of Wetland*** N/A N/A N/A N/A N/A N/A * List each impact separately and identify temporary impacts. Impacts include, but arc 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-approval local floodplain maps. Maps are available through the FEMA Map Service Center at I-800-358-9616, or online at htty://www.fcma.eov. *** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forestal 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: +/- 0.2 acre Total area of wetland impact proposed: 0 2. Individually list all intermittent and perennial stream impacts below: Stream Impact Site Number (indicate on ma) Type of Impact* Length of Impact (linear feet) Stream Name** Average Width of Stream Before Impact Perennial or Intermittent? (please specify) NB-2 Culvert 103 UT to Rocky Creek +/-5 perennial NB-3 Culvert 95 UT to Rocky Creek +/- 5 perennial NB-4 Culvert 95 UT to Rocky Creek +/- 3 intermittent * List each impact separately and identify temporary impacts. Impacts include, but arc 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), Page 4 of 9 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 arc available through the USGS at 1-800-358-9616, or online at www.us~s.~ov. Several interact sites also allow direct download and printing of USGS maps (c.g., www.topozone.com, www.mapqucst.com, etc.). Cumulative impacts (linear distance in feet) to all streams on site: 293 LF (198 LF to perennial and 95 LF to intermittent) 3. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic Ocean and any other water of the U.S.) below: Open Water Impact * Arca of I Name of Waterbody Typc of Waterbody sound estuary pond lake ( Site Number Type of Impact mpact (if applicable) , , , , (indicate on ma) (acres) bay, ocean, etc.) N/A N/A N/A N/A N/A d' * List each impact separately and identify temporary impacts. Impacts include, but arc not bm~ted to: fill, excavation, dre gmg, flooding, drainage, bulkheads, etc. 4. 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.): N/A Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond, local stormwater requirement, etc.): N/A Size of watershed draining to pond: N/A Expected pond surface area: N/A VII. Impact Justiiication (Avoidance and 1\Iinimization) Specifically describe measures taken to avoid the proposed impacts. It maybe 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. The impacts that will result from the proposed residential subdivision will result from the installation of required roads No general lot fill is proposed. The site contains very little wetland area and-what is present has been avoided completely The three road crossings that are being requested will connect to existing road stubs on adtacent properties The City of Raleigh is requirint; that the roads on the property connect to these existing stubs for interconnectivity purposes All three crossings have minimized impacts by crossing at pemendicular ans;les and by using headwalls to decrease the footprint of the road crossings. Page 5 of 9 The crossing shown on sheet NB-2 is required to connect to the existing road stub on the northern property line. This crossing also connects the northeastern portion of the property to the rest of the project. The crossings shown on sheets NB-3 and NB-4 are required to connect the existing Stonewall Drive to the rest of the proposed project. In order to avoid additional impacts to a perennial stream and or impacts to the confluence of two streams (area south of the NB-4 impact) the alignment of Stonewall Drive as it enters the property was shifted to the north of the previously recorded easement, which is depicted on the USGS man and was partially_Braded in during the Rebel Acres construction in the 1960's. Access to the area between NB-3 and NB-4 is required and can not be obtained without a stream crossing. If either crossing shown on NB-3 or NB-4 is deleted, the resulting cul-de-sac will exceed the City's cul-de-sac len tg h requirement and will also not allow for the interconnectivity that the City is requiring. The NB-4 impact is to an intermittent stream that has already been impacted (i.e. Bullied and straightened) in the past from the utility corridors that it runs through. 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/ncwetlands/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 Page 6 of 9 description of the current site conditions and proposed method of construction. Please attach a separate sheet if more space is needed. As discussed above the purpose of the site mectin~ held with Ms. Jennifer Burdette of the USACE was to determine which stream impacts would require mit~~aUon and what ratio would be applied to those that did require mitigation It was determined that impacts depicted on sheets NB-2 and NB-3 would require stream mitigation at a 2:1 ratio and the impact shown on sheet NB-4 would not require mitigation Payment to the NC-EEP ~s proposed to satisfy the stream mitigation requirement No wetland mrt~gat~on ~s required because no wetland impacts are proposed No buffer m~t~~at~on is proposed because the buffer impacts that result from the road crossings arc less than 1 /3 acre each and are therefore considered an "allowable" activity 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•/lh2o.enr.state.nc.ushvrp/index.htm. If use of the NCWRP is proposed, please check the appropriate box on pate three and provide the following information: _ ,~ _ ,l. Amount of stream mitigation requested (linear feet): ' 396 LF Amount of buffer mitigation requested (square feet): 0 Amount of Riparian wetland mitigation requested (acres): 0 Amount ofNon-riparian wetland mitigation requested (acres) Amount of Coastal wetland mitigation requested (acres): 0 0 IX. Environmental Documentation (required by D`VQ) Does the project involve an expenditure of public (federal/state) funds or the use of public (federal/state) land? Ycs ^ No If yes, does the project require preparation of an environmental document pursuant to the requirements of the National or North Carolina Envirommental 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 ^ I'a~c 7 of 9 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 ^ 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. NB-2 Zone* Impact (s uare feet) Multiplier Required Mitigation 1 7,155 3 0 2 5,277 1.5 0 Total 12,432 0 N B-3 Zone* Impact (square feet) Multiplier Required Mitigation 1 5,865 3 0 2 3,990 1.5 0 Total 9,855 0 N B-4 Zone* Impact (s uare feet) Multiplier Required Mitigation 1 5,225 3 0 2 3,005 1.5 0 Total I 8,230 I 0 "` Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an additiona120 feet from the edge of Zone 1. 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. Page 8 of 9 Buffer mitigation is not required because the buffer impacts that result from the road crossings are less than 1/3 acre each and are therefore considered an "allowable" activrty. 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 proposed project will exceed 30% impervious at the completion of the project. Although a formal stormwater plan is not being submitted with this application one will follow after the 401 and 404 have been issued and the project is closer to construction. The project engineer has set aside areas for stormwater devices that should be adequate to meet the 85% TSS removal. We ask that the 401 be issued with a special condition that states that a stormwater management plan must be approved by the NC DWQ before the 401 is valid and before anv site construction roceeds. 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. The project will tie into the City of Raleigh sanitary sewer lines that are adjacent to the property for sewer dis osal. 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. 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). er 2 Applicant/Agcnt's Sibnaturc Datc (Agent's signature is valid only if an authorization letter from the applicant is provided.) Page 9 of 9 Environmental Consultants, PA ;Road Raleigh, North Carolina 27614 Phone: (919) 846-5900 Fax: (919) 846-9467 www.SandEC.com AGENT AUTHORIZATION FORM All Blanks To Be Filled In By The Current Landowner Name: 6~C ICIJ ~ ` G~~'~'~~M O / C ~. Address: 3 i a a ~f +v~ ~) ~~.le . 9 h a ~~ 0 8 Phone: ~~ -' O / ~ ~ Project Nanne/Description: ~C~J ~~D C. ~. Q ~ 1 Date: loo ~o~ ~ !>~ The Department of the Ariony U.S. Army Corps of Engineers, Wilmington Distzict P.O. Box 1890 Wilmington, NC 28402. Attn: ~ ~~~ ~~ Field Office: ~ Re: Wetlands Related Consulting and Permitting To Whom It May Concern: T, the current ro owner, hereby designate and authvz-ize Soil & Environmental Consultants, PA to actin my behalf as my agent in the processing of permit applications, to furnish upon request supplemental information in support of applications, etc. from this day forward. The _._ ~ ?day of J~. ~ This notification supersedes any previous correspondence concerning the agent for this project. NOTICE: This authorization, for liability and professional courtesy reasons, is valid only for government officials to enter the property when accompanied by S&EC staff. You should call S&EC to arrange a site meeting prior to visiting the site. / ~ ~ ~~ Print Property Owner's Name cc: Mr. John Dorney NCDENR - DWQ 2321 Crabtree Boulevazd Raleigh, NC 27604 Pro erty Owner's Signature cc: Mr. Sean Clark Soil dz Environmental Consultants, PA Hi .trn ~C~ r'harlotte Oftire: C',reensboro Office_ 62Z Loan MOUntain Lane 236 I,ePhillip Court, Suite C 3817-8 Lawndale Drive Zy,ylorsville, NC 2868] Concord, NC 28025 Greensboro, NC 27455 Phone: (704)720-9405 Fhone: (336)540-8234 Phone (628)635-5820 Fax: (704) 720-9406 Fax: (33ti)540-8235 Fax: (828) 635-5820 ' 06/26/2003 17:32 7875147 HOMEPLACES ., PAGE 02 .. , , / ~~ ~~ ~ ~ I I ~ I I %~ o ~ ~, ~, ~ ~ i ~~~ ~ it ~, ~ 7 ~ ~ ,~~~ is ~ ~ ~ ` I ~ ~? ~ ~ i~ ~ ~~ ~. / ,~~; :~~ ~~ ~ ~ ~.~ . ~' 9L~f ~t~h ~~-'-'~ '~/ ~ ~~, ~~~' '~ zs~ 1 'P /1 -,~, j~ ~~ -~ _ _ ~~ ~ t ~ ~. 1~-. /{ •. i~1-,Y'!' ~~ ~ -ai• 1 ~ y /r r ~ 1 ,. ~ kOJ,'_l ~i / _( r,~F 1~ ~~. ~ ~`* I 1 j s ,~ v `~'~ .r t;?t!1~! /(~~ I., .~ .\ __ 'i ~ c ~ --, ~~~~-- -~L~ ~~:_ ~ - ~ ~ ~.V ~ ~J ~ ~' it ~ ~ Old ~/. ` / ~~ rp ill ~ ~~~ t~i 11~ '' i ~ ~ ~ i ~ }//- 11 rro~\f ~~ ~ ~~ -- /,l l ~ ~ ~y`"=a~ ~ ~ _ ' ~ n~ { i ~ ~ S>% ~ ~ .~`~/ :-~~C ~1~~ 2 i ~ ~'` `~ ~ ~~ ~r ~ ) ~~ _'-~ ~~~ I i' -~ ~ ~ u ~ ~ \ / ~ . ~ r ~ ~ ~ ~ { ~~ -~t `~•ts~~1~ ~, i r L ~: ~ ~. ~ iii ~• ~. -- ~~ ~ `r ~ ~n r - l 4215 o•~ ~ +~~' Y ~,__ 1, , ~i• L,~ ~ --=s ©~~ L , ~ ~~ -.~,, y~y~,.==n ) ~ ~ , ,, I r }~ '~~~ ~ - ~ I~ ~;~ ~~-1~~ ~~ + a i~ ~ ! a ,~ ~`;~ , ~ ) ' [~ ~ ~i! ~i'~F ~ , ; ~ r 1, ~~ ~ ~/ ~~ - -- ~~ ~ ~ ~~,'~~~~ ~ J ` ~ ~` =twee ~1~-;-..--.~ ~~1~ ~ _ -~ a ~ ~ ~~~' .~-- ` I, '$ ) ~ i I ~ ;1 /~ ,,, / ~.+- i ~ t ~ ~,.,r~ ,~ ., ~, .~ oil ~'~ \\~~ ~ ~ ~ ~ 9 ~vC ,~ l t% \ i _~.Itt. 1 c 4 ' " ' / 2 •` \ I~ \. i 250 i \ I \ • 1 ' ` ~ ~ `~ ~ ~~ 1~ ~ ifs \ • ~ ~ ~ ~ , / i ,? ;I ~: li' /-~ ~ ~ ~•- 13 C ~ ~ ~ ~~~~ `/ ~~, i ~ ; )/f ';~~,r _-z ~ - - t all -- t ~' Sa~rr~ nK C_ '"~~i-~ t i- ul:rvuoe~ ,'-~-r ~ °`tt=•~/ I\~~ k-.,~~_\ i~ r ( Il J '~%~\~~,{x ~~~ ~ ~ `Yt ~t ~ , . ' 5~ ~y~i~ " ~ : orz ~~; 1 ~ \ °39?. ~ ~ / ~ ii_ ~ ~ ~ l ,~ 1 9? ~~~V 1 . i ./ / ' ~~ - ~ r ~ ~-,: - ` - . i ~ tf4 .p~wbu~ ~ L ~~-~ ~, ', ~ - _~~~~~ - " ~ Ma ~ -: ~, rt~ e=~" ~ ~,'- ' \.~ ,o--, / ) •=t~i \ ' <~1 II \- 1 t ~x,~ °~-! -rte' ~~%3' ~'t ~- ~i.~/ ~I i1~r1 ~_~~J, ~ t .G ~ ~ I've (;~~ ~ C~ ~2ub ~~.~ i r s ~„S ~ _. l ~~: { ~x ~~ 4~ ~ ~ ~~ i i ~~. ' ~~ ~` ~~, ~~~, '~ ~ ~~~ { ~ i ~r't-~ / ~ ~A/ Cit~r~~~'" . ~l, .ICs---/~J ~J \ ~~' ~~ ~f' ~ ~I~t~ ~ .1e ~~~ ~ I I /~` y ~ '~~ r LL~ ~ , r- ~~ ~ ~I~I'~ 35~ ~.~~ ~ L ~ 5 ~ { ~~, ~-F .r-,"'~~.~ ~ ~ _ t ~ ~ ~ ~y ~ ~~~ /~r ~ ~-~ ~~ A~ ~ j l I~ rI__ if. i ~ i i _ ~~ti I ~ . t~~ ~ ~J ~-) ~~~. ~ ~~ ~~ Project #: 7726 Figure 1 -Location Map Project Mgr.: ® Soil & Environmental Consultants, PA sc Rebel Acres Subdivision NC 27614 • Raleigh 11010 Raven Ridge Rd Scale: , . t• = 2,000' Piedmont Land Design (919) 846-5900 • (919) 846-9467 dEC S d t .com an Web Page: ~vww. a e: 6/09/2003 Ralei h Wake Co., NC 9 ~~\ \-; -- 1 \ \\\ ~ \ \~ ~~~~` / 1\ 4 / / // // ~/ ~, ~~~ ice! O o M ~'- / Q Z N LI I \\\ \ \\ \ \ \ 1 / ~//I I //l1 / //// /////, ~ ~ ' / ~ ~ / ~k / W W ~\ \ \ \ \ \~ \ 1 I III I///„ / //// , ~ ~ /, -~ ui --~ C~ \\\\ \ \\ \\\\ \ \ \ \ I N ~ 1 1II / II/ 1/111/// l/// / ~ ~__: - OF-Q \ \ \\\\ \ \ \\\\ ~ \~ 1\~\ I ~ ~ I III 1 /~ /1111 ~/l /// ///~- ~ ~ ;~-- Gam. ~ ~ ~ vv v ~ ~~~\ ~~ ~ av IJIr ~ ~~~ ~1 1!!~v ,mil l ~ ~,%~ ~ \ ~~ \\\ ~\ ~ \\~~\\ \\\~\\~ \ \I ~ ~ //,~ / __/ /rl iii///loll 14/11 I~~rl / / I ~ I1 \ -- \ \ ` ~ ~`. \ ~ \ \ \~\ \, ! 1 lii I \I / Ili~lil,Ili X111 / III ,/, I r I o \ - - - - -- z : _ v r0 / // I ~ / ~ , / / / I I ~ / ~ / ~~ / `/ 111,iJJ 111 I 1 '~ ~~ ~ v v ~ o O " / / ///// /// / / /%1 Ill ~ //// j`/~ ~ IIII \\\\ \\\ ~ \` \ ~ \ '__ ~_/ / i~/ice//~Y// // / l 11 ~ )) ~ I /~ /~l ~ 1\\ \\~ \\ ~~\\ \\\ I' I /////i i/i~~/ ~~ ll i I I J~ ~I ( / l1 1 11 1 ~ ~ ~ I ._ ~,/ ~ ~ / ~a ~/,~~~ / I l ~ ~ ~~~ I~ ;i / i ill l \ ~ ~ ~ - ~ -- ~\ -~ ~-_, ~ \ ~ IIII II 1/ / .~ ~ I ~1 - -~ ~ ~ ._,.,-. ~l I I zm I l~ j~~ I d \~~` 'III III ~ I ~ t-~ ,~ ~'~= / r ~ oN I ~ / ~~\\ ~. it/III ~= I~IIIIh \I t\ { ~ (/,.~/// / \~ ~ 1 \\\ I I I I~ I ~/ /_ _ %~~v/~ ~ Q \ 1 4 r 111 We I I- / I I 1 I l~;/ j /~ ~~ \ \ `I-~ ~ 1 ~ Z_ ~\ \ \~ ~lllillll ~o~ IIII 1 ~ I / // 71 / I ~~ ~ 11 I I I / ~ _% ~ J I ~ ~\) III \ - Id ( \ \ 0 \ `~ ~ ~ ~~\~ ___ ~ __ ~ IIII ~ / // .1 ~ ~1 I I \ -~ ~ ~ ~ \ Q , 11 I I , W ~'~ 1 / / /`' ~ ~ ~/, s ~-~ ~~~~`~~ ~ III /.. // / ~' //• = a `- ~ / ' P / /- f 1 /I ~~~ % , -- ,-. ~ '~\\\\ \ \ l / III / / / / /. Q ~ ~ I `~ /~/ /~// lIl /ji,ii '- ` 1 1~ 1\\\III\Ill ~ ~ ~ I li) / ~( ~ G ~ = Z ~i ~ / / I %~ I~~ ~~ ~ 11 I I I / /~ ! I ! /) / ~ J \ t I I // ~ ~- l rlli II I I / /-- - f / Z S ~ V v v v\ V~ ~ I l I I//// %~/~ ~ ~ ~~ ~~~/ I I II I I/ Z I I~~ I -I I W Q ~_ \ \ \ \ t 1 1 ~ 1 //// / /// /-~, - \\\\ \ !-\1 I ICI 1/i 11 / ; ~ ~ i I \ l \~\\ t / I/ /ll \ ~ "~~ - ~~ \ \~~ 1.~((~ 4)11111- 1-H I / 1~1 ~l W J 1 l \V AA V1 A 1111 I / 1111111///ice _ - ~ ~ ~ ~ ~ V , ,,~I,I ~>1\ I 1 1 I ~~ ~"' ~ a2 ~ I_ \ v~ A l I t ll~ I/%///// /// ~/ ~ \~ ~'i/// //// / I I I 1 / / \ \ 11 \ \ `~~ 1~\ I I ~ ~ / ) ' \ III I ///ll / \ \ ~ 11\ /~// / / / / /! / ~ \ \ \ \ \ I I I 1 ~ lI II I ~ LI II/11111 III ~a. \ . I ' I~ l~ / / / I I I I I ~ / / ///// ~ O ~~ /~ // I/ l/ f~l/ II '11111111 1111 /~ \ ~ ~ ~ 1 "~ I \Q ~ // ~// IIII \ 11 !I~lllll\ 1111 ~~ .~\~11 \\\\ \ 1 I~ 1 ~ l~ 11 III I I // /~/i// l~ Z I 1 /~~/ // ll\~... \\I~ \11111 I\\ 1 111.;11 1\ I \ III III / III Ili I I // I .. ,~ \ ~` ''\ 111 1 1 1 11 ~ I I I III II ~ I~ I~ I ~~ r I ~\ _ ~ ~ ~ ~\ ~~ \I \ \\\\ \\\I \111 - I ! 1 1_ 11 ~ 1 ~~ I I 1 I 1 \ / 11 I I 1 / I I +s ~ \ ~.\~ Q~ \ \ ~ \ \\`~ 11 \ \\~\\\\;~ \\ \ / / ~ I / / X~ ~I 1 ~ ~\\ ~ 111 I ~ I III 1 I ~ 1 I ` ~ O I 1 \ 11 \ ~ ~` k ~ Ilt^ \ w \ 1 ll/ / /I rl III I / 1 ~ .. ~ ~~~ `t~-(~ I ~ \1~` I \11 \ \ I ~ r / ~~ \ II / / / I ~ 11 I t 1 1 \ I ~ \\ Z.G i€I I I I, ~ \ \ \~~\ 11\I~~ "~\' ~ _ \ll ~ I 111 % / / // i / /~ l l a I ~ ~'jf \~\3 ~` ~ ~~\ ~ \ \ \ / ',I'I, I j j ~I ~ I I I I j 1 1 , I'Ir~(j j / Jl 1 ( ) / / ~ O ,~ ~~ ~~ ~ ~ \ \\\\~I \II!I~,'~14/i / ~ ~ I-~ \ I Icl \ r'iil ~ l11111111I1 / II / I~ /~ / ,/ /~ ~ ~ ~p Q ~' - _ 1 \\ \ 1 \ i~ ,~ / / / / ~_ 11 \\\\ 11 / /II III 1 I I r / / / cn ~ v ~ ~ // ~ ~ ~ ~ ~ ~~ V\~ III Ili, I fl III / // / / / ~ / -~ ~ \'~ \\ 1 \\\ 1\\ ~i ll~ ~, .~ IIII IIII ~' / I ~ ' ~ Q,~ ~J~- 11 1 I y r'y~ l l .~- I I ,~, 4 ~~ !„ ~~ / 11) I I / / / ~ O ~,,,, W ~ V A 111 \A , 31f Ill l/ i' ~ IIII IIII II . "`., I ), ~,~ l / / I I ( ~ ~ / ~~.., ~l~ \ \ )~~\II II / '~-- 1 I l~;r,,;,/ /~ Ill/ I ~I \~ , / ~' , ~ li ~~'- ,3 7 \ \\~ \\\~/~l/( 11 I r ~ ~ 1 Ill III ,~" ~~ 1 l 1 I / / / _J ~p~-rip I I! // / - - - ~\ I III 111 \1`~~, l l ~ ~/ / / I / I \ / ~ . X v\ ~ II I I / I I I I 1 IIII 1 ~~~ // I 1 / (~ 'u~ ~ v ~, A V ~ 1 1~1 V II v I 11 11\ I~~' °\~ r~, / I I Ill V I 11\ ~ ~ jj W ` ~ v \ li' I I ~\1 II\ 11 1~ I 1 1 111 \\ v,y,,, / v = Oil _ I ~ ; \ r--- \ 111 I\ ~\~ \ ~\\ \ \j~'~~ / I I ( \ \\ 1 1\ - O O J` 1111 II I I I \ 1 \ \\ ~ I ~~- I V i /// / / \ 'V u~.~i~- a,Q~ ~`\~\\ 1 II ~ I ( I / I I Il 1 \ \\ \ \\ \\\ \\ ~ _~~~~%%/ ~ I ~ \I \ ~~ J, .~ ~O ~ O~~u- •- ~\\ I Ill/ 111 \(/ I ~ \ 1 I 1 1 ~ \ _~^ ~i~ '---"~~~ \ _ ~{ ~ -'~ / _ ~ \ ~ 1 ~ ~ ~ _ _ . _ _ _ _ ` ` ~~, \ \ \\\~\~ I ~~ '~~_ ~. ~~, ~ ~ ,, - ,~ / ~~ ~ - ~~ ~ .,~ ~\ \ ~ J / ~ \\\ ~ ~ 1 / ~~ \\ / I " ~~ \~ 11 ~~/ 11 i~ \\ ~ ~~~ r \ i~~~ ~~ / \ ~ ~ , / ,, \ / /~ ~~ \ \ ~~ / \\ `, ~ ;, i ~ ~ ~ ~~ i `~ ~~ ~ -~ ~~ /~ / / ` ~ \ / ` ` _ / ~ ~~ ` G ' ~ ~~ ` ~ ` ~% LIMIT O~~STREAM ~-~- DISTURBAN~E~IS 1D' `~ ~ ~ STREAM OF'PIpE_ i ~---_ ,~ i ~~~ / ~~ / ' ------~~-~~ (AV~ E ~ HEIG .~\ ,~ ~~ '\ \ \\ Pie mont Land Desi n, LAP 836 -104 Six Forks Road Raleigh, North / ` i~~ L ,r ~-~' ,~ I ~~ _ ~ - ~ ~ -\ I -~ ~~ ~ ~~ I x \/ ~/^\\ 1 ~ ~ ~ `~_~ `` \ `~ i I ~ ~~~,,_\ ~ ,, - - - _ l T~-_ __, .~ -. a N ~~ ~Z ~ ~ ~ ~ ~ ~ ~ ®\ \ ``\I \ ~ -- ,~ ~-- \ y' ~, ~ / p 151vu ~r rtir-nrW' I ~-- ~ ----"---~- --~ - ~~ ___ ~ ~ -~ ._` ~ i ~ ~ ~__ `' \\\\\\V '-~`~- / ~ I ~~~~ III ~~,, 1\ {~~ ~~ ____ ~~ ~__ -_ m ~ ~ r\ i-~-----_____-______ \ ~ ~ ~ \~ --l, ~I. _ _ ~~ _ ~. ~ ~ - - ~, ~ ~, ~ ~ -, \ ~~ STREAM BUFFER PEYTON HALL Ckl~RLESTfl~fiPAR1~0R~18.845 RALEIGH, NORTH CAROLINA 0 40 80 76 a> 03NORTH SCALE IN FEET STREAM LENGTH 103 LF ZONE 1 REMOVAL 7,155 SF (0.16 AC) ZONE 2 REMOVAL 5,277 SF (0.12 AC} TOTAL REM OV 12,432 SF (0.29 AC) PROJECT: RSRA DATE: 03 NOV 2004 SCALE; 1"=40' DWG. # B - 2 ~\ ~~ ~~~~ ~ ~ ~ ~ `~ I ` I uMly of sT M ,~ ~' / STREAM LENGTH \\\ \`\ \\\ 1 \~~\ \I~ \~~ / \~ .. ! ~\ ~ DNS ABA IPERAPAT i ~i' 95 LF \\ \\ \ + II \ I f l 11 n\ I \ ~I 1 ' / ~ \ \ I 1 ~ 1 /Il/j I \ NEWT DBl1E. 6 'RCP / / , \ \\ ~~\ I 11 / ~ II l1 ~ \i 1 ~ I W/ bUTL~f ROTECTIO~ r \ \ + ! III \ l I I / f \\ \\I + \I j II I_ _ _ _ _I_ _ ~ I I I I \V 1 I II IMITp O,F 9 STURBA~fCE ~ ~ + I I I I I -,,, II,I ~ ~ ~ TYq.) / / / I ZONE 1 REMOVAL II rl +,I II I -I iiii 1 /\ \ ' ~xl / ETIAN ' I// ~~' 5,865 SF (0.14 AC) !r r I I I I II ~I I / \I I I / ~ / ~~~ /~i I I I I +' ! !f 1 II I I j ~/ i (\ III j 1 ~ ~' ~' r / I + I ~---- _ I~~I I I NF~W K STONE LL I ~ ~~ ~~ - - -I' 1 j~'~ I \+ j I rr + 11 - `\ ~ I I I f (mV . ~ HE1Gf~IT) ~ ~ i~ ~ ~ ~ ~ ~ ~ ! ~ r / \\ ~~~ / ~I I f I ,' ~~ ,' ~,~ ZONE 2 REMOVAL ! ! / I ~ r / ! ! + j ~' ' ' 3,990 SF (0.09 AC) / ~ ,, / ! / /~ /! f i // T ~1~WiAl~ ~IV~ / ? TOTAL REMOVAL ~/ I ! ~~ r ~ f I ~ l lr ! I rl /~ //~_ ~' ~ 9,855 SF (0,23 AC) I ~ ~ _ - / ~~ \ f / , / , , N~W KEYSTONE ALL ~ \ ~ ~ II Ifl / // ~~ ~ / / / / /' / GAVE /7.5' H GHT) ~i' ~~ ~~' , ~. \ ! lyE1 ' \ ` 1 / 1 11 I / ~ /'/~~/ / / l / i ~ ~~ ~ ~' ,~ \ I LIMIT OF TREAM / / !l / / / ~ ~ ~ \ I ~ DISTURBANCE IS 101 / 1 I ' / ~ !~ / ~ / ~ i ~~i ~' / 1 I ` UPSTREAh~ FROM PIE / r ~, / ~ ~ ~~ i / / ~ ~~' ~ ~~' T / _ / / / 4/, ~~ ~ \ / ~ \ STREAM BUFFER PROJECT: RSRA Ple mont Land Desi n, LLP PEYTON HALL 0 40 gp DATE: 03 NOV 2004 SCALE: 1 -40' 836 -104 Six Forks Road Raleigh, North STOitiIElf,~IAL~.7B~VETeI 919.845.76U~~ ~r9`~°4°~'/ 03NORTH RALEIGH, NORTH CAROLINA SCALE IN FEET pWG. # N B - 3 1 1\ 1 1 1 I\ \\ \\ `\\\ 11 II II II LI IT F~ S REAM \ \ I I I I DI UR~~NC IS 1 ' \ \ \ \, I 1 I I UP THE F PIPE \\ \\ 1 I 1 1 \ I1 1 I II \\ 1 1 1 \\ \\ 1 1 1 I ~\ 1 1 1 \ \1 1 1 1 1 I 1. II I I II ~ j I I I 1 ~ I ~ I ~~ 11 1 ~ I ~~ ~ V I I I ~ ~ , I /~ / ~~ ~ ~ I I I j I I ~ ~ ~ ~ I I I ~ ~~ ~ ~ -~ I I I ~~ ~~~®®®® ,~~ ~ ,. -NEW DBLE. 48" RCP W/ ~ HEADWALLS & UTLET ~~~ PROTECTION .-'-- ~_, ~. LMITS OF ISTURBANCE ~~ ~~ i ~\ y1 , ~ ,\1~ ~~ 1 1 1 ~ `~ ,' ,, \ ` _~ I' ~~~I~ i / ~~~ f /~ i i , ~_! r STREAM LENGTH 95 LF ZONE 1 REMOVAL 5,225 SF (0.12 AC) ONE 2 REMOVAL 3,005 SF (0.07 AC) ~~ / ~ ~ ~ i i ~ i ~ i ~ i~ i ~~ i .. _ \ ~.1 I i1 ~ 1 -~ ~~k~ ~~~ ~~ ~~----- ---~ l r 1 30 (nP•~ ~ ZONE ~ ~~ ~~ / --~ ~~ ~ ,~' \ ,_ \9 I \ OFFER ~~__---, ~~ 1 \\ ~ ~ \ ~ ~ ~ ,~ 1 ~ ~~ / ~ ~ ~ I ~\ ~ V ~ I ~ ~~~ ~~ ~ v / ~ / \ / ~~ ` ~ ~ p~i ~ ~ ~ ~ ~~~~ STREAM BUFFER Pie mont Land Desi n, LLP PEYTON HALL o 4o so 836 -104 Six Forks Road Raleigh, North S~QS~EI~IAl37B~VETeI 919.845.76 a~ ., 03NORTH RALEIGH, NORTH CAROLINA SCALE IN FEET TOTAL REMOVAL s,230 SF (0.19 AC) PROJECT: RSRA DATE: 03 Nov 2004 SCALE: 1 "=40' DWG. # ~ B - 4 ~ ~ I / p ( ~ \ ~_ /// ~ ~ / il/ ~~// // / / // ,-ice. / ////- ~ ~ I I \ - ~~`_ ~ I /~~ ~~ 111 111 / / / / // ^~ ~"///// \ \~ I ~/ - ~ i ~ / ' \\ \ / J ~ ~ \ \ \ I I (r 1 // / // / /~/ ~ /~ \ ~ \ \ \ \ \ 1 / %~l l IIII ////// //// j ~ J ~ ~ ~ i ~ \ \ \ \ \ \ 1 I 1 1 ~ / / I /// / / /// ~ / ~ / \ \ \ \\ \ \ I~ ll' I // / / ___ / \ \ \\\\ \ \ \ \\ \ \ \ \ I 1 \ j 1 1 I I / IIII I 1/ll 111/l l/// / / ,- - \ \ \ \ \ \ \ \~~\ ~ ~~ 1\~\ I 1 \ ~ 1 111 /1111 Il// /// ~/.- ~l ~_-- - ~~ \ \ `~ ~~ ~~ i \ i~ \i~ ~\\\i1 I I i~~/ l( `Ir-/ /ll(Il~l /l// l~ll 1411 ~ ~rl / / I i i~\ 1 \ \\ ~~~ ~ \ \\ \ ~ \ \\ \ \ ~~\~ I 1 l~'~1 I /ill 1111 111 IIll / 1 1 /i I l I I ' //'/ j//' j ll - j/////~ j// ~% / T ~ / /// // ///~ / / ----1 ~~, / / / / ~ /~// -__ -_- '' /i i/~//// r / / / / / - ~~_ / / i - -~ -~ J J T~ o m N 1 111 I1 i\ do ~ I ~~ II ~W ~_ I I III \ 1\ \~~ / III ~dW ~ ill llll~ \ ~ Xta 1 ~ 4 ~~ Ilf 1 ~Z ~ ~~ ~ 1 \ ~, \ ~/Ill` 1 ~o Z~ i lily i , \ \\ 1~ f~~J\\\~1-- 1 X11 ~ I ~~' \~~-_ - ~ -/ III (- - \ \ \ ``\`~ `~~ J i .\ \ L~ e 1P/5 / ~~ ~ / / / P ` // -./ / _ I ~/~ i~ / %~ / 1 /// /ice _ I -- ~ ~~~~~(~~~\\~(I I Ill//~~i~i/~~ -_/\ ~~~ \ ~ \\ ~~~~ I I I III//// //~~ -~ \ ~ \ \\ \ \ \ 1 / I ~jl ~ ////~// // / / ~ `` \ ~\I (\\ ~\'\ \ \ \ I ~ I I I / /~////////ice ~\ \\ \ \111 ( Ill I ~////~~ j// ~~~ \\ 1 11\\ 1111 ~ ///ll /j / -~ \\\ \\ \\II I~1 ~ I'lly IL II ll//IIII III ~~ r /~ // ~ //)/ f l/i/ 1 it ,lljl 1111 111 ~ /~ \ ~1 Ilj// ///l II/l \ 11 ;1111\I\\ 111 -,.-~ / / (l~~~ \\\ \11111 ~~ I 1 \ I ~` ~ ~ \ ~11~\\\ \ \\I\1 ~l \ 1 I 1 ) I \\~\\ \ \~\~I~11i\\\\\\\\\ \` ,~_ ~ ~)\ '~~~ ~1 / I I ~ 1 ' \l~~ 11\\111\\ ~~ ~ Cif\\ / IIII L--I- J` \ \\~\ 1\\\~\ \\~\,. ~ \ ~ ~ _ _ 1 ~ 1 VA\\ \ 1 A1\ Il~~~~/~ // 1-..... ~ \~ - -- _'\~ 1 1;111 11\\, ~~'///~ ~// ~/' ~° ~ _ _ I \ \ 111 \\; yl( ll1 / ll i \ \I I _N ~ ~ \~ ~ \ ~ \ I~ 11\I \\\1111 \\ 11\I l` ~~ '\\ I 1 1\ III ~I \ ~~ ~~ \ 1 11 1111 )1 V1 J Ill 1 1 \ a ~\ 1 1 I / ~ _ ~\ \ II I`\\, I I I \ \\\~~l I `\ I , Fes- F- 1 11 I \1\\\~~~\ ~~1~ I l i I / / /sir IIII. \\\\ \\ ~ ~\ ~\1 1 I 1' J~ I I I I//// /// 1 1 1 I~ ~~~ 1 / I II I ~ ~ J I/ _ 1 \~1j I % % I 1 / \\\ \ \ / / /~-\.~ Ill( / I I _, \ ~ II ~\/'~ ~ ./ /// ~~ 1 I l 1/ f ~ ~ //// / ~ / ~ \ I t I I I \\ III II ~ _ \ \ 'I i \~~ 1 11/ / ~ ~ \ ~ //// / i i _ i ~ l I / I.,I 1 //~~ - ~~ / / ^' / '~. ~~ , I ~ ,/, ~ , ,1 ~ i ~ 1 / /f%~~/ / 1 1 V A \ ~ ~ ~\\ ~ 1/ ~ / / / ~~ / ~~ / ~\\ 1 11 I I I . _ ~~~ v/ I I (/~/ //// ~~ \- \ hl /- I/ // ~~ I I I A I I>~ V A 11 I I I ~~ :, ~~ ~ // ~J I- ~~ ~ _I 1 1 I ' -- \~ \\ ~I~/'/ ' ~J/ 1 1 1 1 1 I C I /. 'cam ~ ~. ~ ~~/~ ~ \~~~~ ~\ 1 \ ` / / / / / 1 / -j-1 ~~ ~~~s~~ \ \~~ ~ ~~\~ ~ ~ 111 / / / //. ~~ _~~ \~\~1~~1~j\1\~II //// ~ ~ ~ ~ 1~~ / / ~~ ~~~. ~~~~ ~1~ ~ -~~ v ~ III l~J'/11 1~jll 1/ I I I ~, ~ ~ ~ ~ ~- -f- li ~\\~ ~ ~ ,~ ~ ~ \\ 11j I1111j111j(111~1 / ~ ~ 1 I r I ~\ v 1/ I I ~ -~ \ 1/.~ ~ I 1 \ 1 ~ / / ~ 1 / / / / / / / /~/ / C v ~~~1~~/ /// I ~~Ii ~ / / 1111 ~ \-t L ; r, ~~~ I \\\\ \ 1 I l~ // IIII I l// ///~ / ~ \\ lilltil \\ 1 I 111 III I1 III / / / / 1 111 III lll~ 1~ ~ ~ ' ~ / I I I I / 1 ._1 L II l I~ I ~ W I / l )I I` ~ 111 \ 1111 I I ``1 ~ / i / `l~ , I ~ / / /ll1 ~ I ' \\ ~ I~\ III ~ Ilil I ~ I I / Ill ~~ °I ~ ~ 1~~^~\ ~\\ 111/ / /1 ll o l i l I/ 1 ~ ~ / I r3 III . I ~ ~ \ 1 \ 11 i 1 111 % / // I ~ / / ~ (~ ~ I I ~ I(I// // 3 r Il\~ / x ~ ~ III I I ' ~I 1 ,,II (II ~; ' Jl I l /1 , l - ~ \ I (cc r ~ II rli III I I / ~ r r // , , /~ ~-. ll\\\\\ 111/ ~('/III I / / /~ / // ' \ ~ i ~ \\~ III Iln 1 `i Illl IIII / 1 /J / / ~ / / "` ?iIIIII~1111~,I/l;l;f%;111)11 I _ I/ ~,,~/, -~ ~ 1 1 111 jjll Illlll~f~-,~~~/I ~II~ I ~~ ~~ I // / /~'/~ ~~I 1 II f 11111111 IVY°~~~~ ~/i%/ I I I j l 1 \I ~ I / w 11 11 11111\\~~~,~1?,~:i / I ~ 1 I \ ~ ~ ~ ~ ~\ ,1 _~ __ ~ - ~ ~~-~ -- ;~ I 1 ~ ~~'-'~ / /- ,- ~~ --t 1 ,-~ - ~r 0 0 N ~ O Q ~ ~ ~~11 z ~o~ F- W ll.! C7 O~i'QU aocn o I- O o ~ o-~- d- o ~ ~ ~ w N W oz w J Q U o cn ^~ I ` d- J Q~ ~ U J m J O ~=az W ~ _ ~ ~ J V)a0~~ O z ~ ~ J .~ J °' 0 ~ ~ . _ -~ ~ o D ~ ~ ~ ~ Lo ~ X +, (n ~ ~ O o I ~ ~ ~~