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HomeMy WebLinkAbout20040246 Ver 1_COMPLETE FILE_20040219wArF?Q r Street Address: 2321 Crabtree Boulevard, Suite 250 Raleigh, NC 27604-2260 Mailing Address: 1650 Mail Service Center Raleigh, NC 27699-1650 Contact Information: Phone #: 919-733-1786 Fax #: 919-733-6893 Fax To: Fax #: ? CQ ` ?? ?1 S Company: Date: 3 _ I 04 Number of pages including cover sheet: Notes or special instructions: T Michael F. Easley, Governor William G. Ross Jr., Secretary North Carolina Department of Environment and Natural Resources Alan W. Klimek, P.E., Director Division of Water Quality Coleen H. Sullins, Deputy Director Division of Water Quality Division of Water Quality Department of Environmental and Natural Resources Wetlands/401 Unit N. C. Division of Water Quality, 401 Wetlands Certification Unit, 1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address) 2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location) (919) 733-1786 (phone), 919-733-6893 (fax), (http://h2o.enr.state.nc.us/ncwetlands `O??F vv„??9pG r > =i to 'C 1VIRARIel r. ndz'uy, UUVrLUU1 William G. Ross Jr., Secretary North Carolina Department of Environment and Natural Resources Alan W. Klimek, P.E., Director Division of Water Quality Coleen H. Sullins, Deputy Director Division of Water Quality February 24, 2004 Union County DWQ Project #: 04-0246 APPROVAL of 401 Water Quality Certification and AUTHORIZATION CERTIFICATE Union County Schools Attn: Dave Burnett, Facilities Planning Director 201 Venus Street Monroe, NC 28112 Subject Property: Central Academy of Technology and Art Dear Mr. Burnett: You have our approval, in accordance with the attached conditions, to impact 0.25 acres of wetlands and 30 feet of intermittent stream for the purpose of renovating the existing Union County Career Center into a Technology and Arts High School as you described in your application dated November 11, 2003. After reviewing your application, we have decided that this fill is covered by General Water Quality Certification Number 3402, which may be viewed on our website at http://h2o.enr.state.nc.us/ncwetlands. This certification allows you to use Nationwide Permit Number 39 when the Corps of Engineers issues it. In addition, you should get any other federal, state or local permits before you go ahead with your project including (but not limited to) Sediment and Erosion Control, Coastal Stormwater, Non-Discharge and Water Supply Watershed regulations. This approval will expire when the accompanying 404 or CAMA permit expires unless otherwise specified in the General Certification. This approval is only valid for the purpose and design that you described in your application except as modified below. If you change your project, you must notify us and you may be required to send us a new application. If the property is sold, the new owner must be given a copy of this Certification and approval letter and is thereby responsible for complying with all conditions. If total wetland fills for this project (now or in the future) exceed one acre, compensatory mitigation may be required as described in 15A NCAC 211 .0506 (h) (6) and (7). This approval shall expire when the corresponding Nationwide Permit expires or as otherwise provided in the General Certification. For this approval to be valid, you must follow the conditions listed in the attached certification and any additional conditions listed below. Conditions of Certification: Certification of Completion 1. Upon completion of all work approved within the 401 Water Quality Certification or applicable Buffer Rules, and any subsequent modifications, the applicant is required to return AffiL N NR N. C. Division of Water Quality, 401 Wetlands Certification Unit, 1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address) 2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location) (919) 733-1786 (phone), 919-733-6893 (fax), (http://h2o.enr.state.nc.us/ncwetlands Page 2 Mr. Burnett February 24, 2004 the attached certificate of completion to the 401/Wetlands Unit, North Carolina Division of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650. Violations of any condition herein set forth may result in revocation of this Certification and may result in criminal and/or civil penalties. This Certification shall become null and void unless the above conditions are made conditions of the Federal 404 and/or coastal Area Management Act Permit. If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must act within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition, which conforms to Chapter 150B of the North Carolina General Statutes to the Office of Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. This certification and its conditions are final and binding unless you ask for a hearing. This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you have any questions, please telephone John Dorney at 919-733-1786 or Alan Johnson at our Mooresville Regional Office at 704-663-1699. Sincerely, JRD/bs Attachments Klimek, P.E., Dir ctor cc: Corps of Engineers Asheville Field Office Mooresville DWQ Regional Office File copy Central Files David-Martin-Powell & Associates, 218 Gatewood Avenue, Suite 102, High Point, NC 27262 Page 2 Mr. Burnett February 24, 2004 the attached certificate of completion to the 401/Wetlands Unit, North Carolina Division of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650. Violations of any condition herein set forth may result in revocation of this Certification and may result in criminal and/or civil penalties. This Certification shall become null and void unless the above conditions are made conditions of the Federal 404 and/or coastal Area Management Act Permit. If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must act within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition, which conforms to Chapter 150B of the North Carolina General Statutes to the Office of Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. This certification and its conditions are final and binding unless you ask for a hearing. This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you have any questions, please telephone John Domey at 919-733-1786 or Alan Johnson at our Mooresville Regional Office at 704-663-1699. Sincerely, JRD/bs Attachments P.E., cc: Corps of Engineers Asheville Field Office Mooresville DWQ Regional Office File copy Central Files David-Martin-Powell & Associates, 218 Gatewood Avenue, Suite 102, High Point, NC 27262 ISSUED 401 DAVIS-MARTIN-POWELL & ASSOCIATES, INC. ENGINEERING • LAND PLANNING • SURVEYING 218 Gatewood Avenue, Suite 102, High Point, NC 27262 - Phone: (336) 886-4821 /Fax: (336) 886-4458 / e-mco gp4nom TRANSMITTAL LETTER Date: February 17, 2004 To: NC Division of Water Quality Re: Central Academy of Technology and 401 Wetlands Unit Arts 1650 Mail Service Center Job No.E-3448 Raleigh, NC 27699-1650 We are sending you (X) attached () under separate cove r the following items: ? Shop Drawings ? Samples ? Copy of Letter ? Prints ? Specifications ? Other ? Plans ? Disk # Copies Drawing # Description Disposition 7 sets Completed PCN Application and supporting For Review documents 1 Check for $200.00 Review Fee 1NETUl = M PROUP Remarks: c: File By: J y ffey, EI FILE COPY Office Use Only: Form Version May 2002 USACE Action ID No. DWQ No. (If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".) 1. Processing 1. Check all of the approval(s) requested for this project: ® Section 404 Permit ? Riparian or Watershed Buffer Rules ? Section 10 Permit ? Isolated Wetland Permit from DWQ ® 401 Water Quality Certification 2. Nationwide, Regional or General Permit Number(s) Requested: NW 39 3. If this notification is solely a courtesy copy because written approval for the 401 Certification is not required, check here: ? 4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete section VIII and check here: ? 5. If your project is located in any of North Carolina's twenty coastal counties (listed on page 4), and the project is within a North Carolina Division of Coastal Management Area of Environmental Concern (see the top of page 2 for further details), check here: ? II. Applicant Information 1. Owner/Applicant Information Name: Dave Burnett (Facilites Planning Director, Union County Schools) Mailing Address: 201 Venus Street Monroe, NC 28112 Telephone Number: 704-296-5960 Fax Number: 704-296-5973 E-mail Address: 2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter must be attached if the Agent has signatory authority for the owner/applicant.) Name: N/A Company Affiliatio Mailing Address: 'c: 1 S / 401 GR , i is FEB 1 -9 2004 Telephone Numbe . ER (AI,I Fax Number: E-mail Address: Page 5 of 5 III. Project Information Attach a vicinity map clearly showing the location of the property with respect to local landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property boundaries and development plans in relation to surrounding properties. Both the vicinity map and site plan must include a scale and north arrow. The specific footprints of all buildings, impervious surfaces, or other facilities must be included. If possible, the maps and plans should include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion, so long as the property is clearly defined. For administrative and distribution purposes, the USACE requires information to be submitted on sheets no larger than 11 by 17-inch format; however, DWQ may accept paperwork of any size. DWQ prefers full-size construction drawings rather than a sequential sheet version of the full-size plans. If full-size plans are reduced to a small scale such that the final version is illegible, the applicant will be informed that the project has been placed on hold until decipherable maps are provided. 1. Name of project: Union County Central Academy of Technology and Arts 2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A 3. Property Identification Number (Tax PIN): 09-277-026 4. Location County: Union Nearest Town: Monroe Subdivision name (include phase/lot number): N/A Directions to site (include road numbers, landmarks, etc.): From Monroe, take HWY 200 W. Turn"1e-k on Brewer Drive. 5. Site coordinates, if available (UTM or Lat/Long): 34058'20"N 80034'04"W (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): 50.47 AC 7. Nearest body of water (stream/river/sound/ocean/lake): Unnamed tributary to Lake Lee 8. River Basin: Yadkin River (Note - this must be one of North Carolina's seventeen designated major river basins. The River Basin map is available at hgp://h2o.enr.state.nc.us/admin/mal)s/.) 9. De§cribe the existing conditions on the site and general land use in the vicinity of the project at the time of this application: The existing site is currents the Union County Career Center. The general surroundingz land use is residential Page 6 of 6 10. Describe the overall project in detail, including the type of equipment to be used: Typical heavy _construction machinery such as pans, bulldozers, backhoes, etc, will be used during the construction of this project. 11. Explain the purpose of the proposed work: The project is to renovate the existing Union County Career Center into a Technology and Arts High School. . 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 US,ACE 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. N/A 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. NONE 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 providd 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. 1. Provide a written description of the proposed impacts: The proposed wetland impacts to this project include grading and filling of wetland area as needed to facilitate construction. of a parking lot and extension of the existing roadwgy pipe Page 7 of 7 2. Individually list wetland impacts below: Wetland Impact Site Number indicate on ma Type of Impact* Area of Impact acres Located within 100-year Floodplain** es/no) Distance to Nearest Stream feet Type of Wetland*** 1 Grading and Filling 25 No 300 Cleared Ian * List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding. ** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps (FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or online at http://www.fema.gov. *** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond, Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only). List the total acreage (estimated) of all existing wetlands on the property: .66 ac Total area of wetland impact proposed: ate- e 2S AC_ 3. 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. lease eci 2 Grading, Fill and Pipe placement 30 UT Lake Lee 2-3 feet ntermittent * List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap, dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain), stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included. ** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at www.us¢s.eov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.=ozone.com, www.mapguest.com, etc.). Cumulative impacts (linear distance in feet) to all streams on site: 30 Page 8 of 8 4. 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 Site Number indicate on ma Type of Impact* Area of Impact acres Name of Waterbody (if applicable) Type of Waterbody (lake, pond, estuary, sound, bay, ocean, etc. N/A N/A N/A N/A N/A * List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging, flooding, drainage, bulkheads, etc. 5. Pond Creation If construction of a pond is proposed, associated wetland and stream impacts should be included above in the wetland and stream impact sections. Also, the proposed pond should be described here and illustrated on any maps included with this application. Pond to be created in (check all that apply): D uplands D stream D 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: 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. A previous proposal indicated additional parkiniz near the front of the school. This barking area was greatly reduced in order to move the parking out of the wetland area, and reduce the amount of impervious area. 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 Page 9 of 9 necessary to ensure that adverse effects to the aquatic environment are minimal. Factors includipg 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 htti)://h2o.enr.state.ne.us/ncwetlands/stringide.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. 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 h"://h2o.enr.state.nc.us/wrp/index.htm. If use of the NCWRP is proposed, please check the appropriate box on page three and provide the following information: Amount of stream mitigation requested (linear feet): Amount of buffer mitigation requested (square feet): Amount of Riparian wetland mitigation requested (acres): Amount of Non-riparian wetland mitigation requested (acres): Amount of Coastal wetland mitigation requested (acres): Page 10 of 10 IX. Environmental Documentation (required by DWQ) Does the project involve an expenditure of public (federal/state) funds or the use of public (federal/state) land? Yes ® No ? If yes, does the project require preparation of an environmental document pursuant to the requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)? Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA coordinator at (919) 733-5083 to review current thresholds for environmental documentation. Yes ? No If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a copy of the NEPA or SEPA final approval letter. Yes ? No ? X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ) It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to required state and local buffers associated with the project. The applicant must also provide justification for these impacts in Section VII above. All proposed impacts must be listed herein, and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ Regional Office may be included as appropriate. Photographs may also be included at the applicant's discretion. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233 (Meuse), 15A NCAC 213 .0259 (Tar-Pamlico), 15A NCAC 213 .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. Zone* Impact (square feet Multiplier Required Mitigation 1 3 2 1.5 Total * Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an additional 20 feet from the edge of Zone 1. Page 11 of 11 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. 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. 2.6 ac of impervious area is exempt from determining whether storm water control is necessary due because it was installed prior to July 1, 1993. 6.9 acres of additional impervious material is proposed. The percentage of proposed impervious is 23.9%. No storm water quali is proposed, but storm water retention is proposed. 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. Sewer service for the school will be through an existing; 8" PVC sewer line. XIII. Violations (required by DWQ) Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules? Yes N No ? Is this an after-the-fact permit application? Yes ? No N XIV. Other Circumstances (Optional): It is the applicant's responsibility to submit the application sufficiently in advance of desired construction dates to allow processing time for these permits. However, an applicant may choose to list constraints associated with construction or sequencing that may impose limits on work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and Threatened Species, accessibility problems, or other issues outside of the applicant's control). Applicant/Agent's Signature Date (Agent's signature is valid only if an authorization letter from the applicant is provided.) Page 12 of 12 TopoZone The Web's Topographic Map, and more! Page 1 of 1 0 Q + ? r? l+..a 1'Y..s.. ?? ?A.. T......7...... al ?? A L.....• 11.. r-1 LJ..I..1 Map/Photo Info UTM 17 539453E 3870072N (WGS84/NAD83) Topo Download USGS Monroe Quad TopoZone Pro elevation display Photo Download USGS Topo Maps 1:24K/25K Series O 1:100K Series crr ?'y- -, -Y Q 1:250K Series Map Size O Small - f r \ O Medium Large ,, Oil View Scale 1 . 24,000 `; Update Map ! ?` a ' ?_-{ Sl K Coordinate Format UTM Coordinate Datum WGS84/NAD83 P11 Show target Email this map Bookmark this map Print this map 0 L", NJ l f 1 1 y? f f l• m ?} 1 J? / F?V J n Metric units scalebar 0 0.2 0.4 0.6 0.8 TopoZone.com © 1999-2003 Maps a la carte, Inc. - All rights reserved. Use of this site is governed by our Conditions and Terms of Use. We care about your privacy - please read our Privacy Statement. httn•//tnnn7.nne cnm/man n.cn?7.=17kn='IR70072Rre=539451&..c-24&....qi7.e.=]&(intnm=nac1R'IR1nvPr_DRG25 2/16/2004 W A r N O tT A O O ) 1 r N x r O m? y m m s N N G `V r le? 1. THIS DR ARCHITECTUR OR COPIED R USED ON AN RE7URNED a 2 MAIM DITIONS YHC THIS DRAYMN THE SAME W DITIONS VHC ELSEYMiERE t INCS FOR TH N. T.S. A A OF 1 a WCBUTY MAP REVISIONS 021063 2-17-04 Review Fee #526 200.00 Union County Central Academy of Technology & Arts E-3448 WETLANDS / 411 GROUP WATER QLIALIlY SE( c, k L? J DATE 1. THIS DRAWING IS THE PROPERTY OF MBAJ ARCHITECTURE AND IS NOT TO 8E REPRODUCED OR COPIED NV WHOLE OR IN PART. IT IS NOT TO BE USED ON ANY OTHER PROJECT AND IS TO 8E MATCH LINE SEE SHEET C104 RETURNED ON REQUEST. \ 3' / I \ U I l Q / / / I ~ ^ 5 ~ \ 2 MAIERULS, gMENSIONS AND ALL OTHER CON- I I I 6~1~ / 1 ~ ~ / / ~ / GRADING NOTES: gnaNS wFUCH ARE Nor OTHERMASE DEFINED aN 46 GENERAL EROSION CONTROL ~ / 1 \ INA STORM THIS DRAWING SHALL BE CONSTRUED AS HANNG \ I 3 7 630.8 / \ ~ A G~ ti \ C 6 9.95 4 / - ~ \ i (I ~ ~ SF~ I / ~ 1 IPE / THE SAME MEANING AS SIMILARLY INgCATED CON- / - - - I uN g ~ ' 1. ALC SLOPES SHALL BE SEEDED IMMED/ATEL Y AFTER REACHING gnONS WENCH ARE MORE FULLY DEFNVED \ \ ~ 629. / - S \ \ I ~ o. \ < <S I \ 2~ 12 III s32.~O ~ / I RA ELSEWHERE oN THIS PROJECT oR OTHER DRAW- , , Or' FINAC G DE INGS FOR THIS PROJECT. \ \ 63. ~ \ 0 ME TC 6 9.:+ 211 1 ~ I I I I ~ ~ ~ t I ~ ~ ~ ~ a ' 2 EROSION CONTROL MEASURES /NDICA TED ARE SHOWN /N ~ ~ I y' - l \ / 6 .75 GU 629.4 \ 22 ~ , ' I \ ~ 9. I ~R. O I ~ ~ I ,5 - ~ ~ Q APPROXIMATE LOCATIONS FIELD ADJUSTMENTS SHOULD BE ~ - - ~ 1 ( AN THER \ cn/ ~ ~ .OS \ 13 \ ~ I ~ \ 14 6's L< ~ I \ ~ ~ 210 I / \ ~ ~ I J EXPECTED TO INSURE SEDIMENT BASINS, BERMS, D 0 1 2 C210 ~ ll \ 112 ~ \ / I \ \ 3 I I 5 1 _ e EROSION CONTROL FEATURES FUNCTION TO MAXIMUM ~ I i~ ~ 12 21 I Q~ I`/ ~ 5 ~ I ( ~ \ V y \ 10 2.1 \ I \ \ \ \ 8.6 I I ; 632.00 \ k• p EFFICIENCIES i \ 211 3. ADDITIONAL EROSION CONTROL MEASURES NOT SHOWN ON I ~ I \ i I t0 ~ , ~ \ ~ _ 2 7 6 21 I ~ \ ~s ~ \ t REVISIONS 1~b , THIS PLAN MAYBE REQUIRED TO INSURE NO SEDIMENT ~ I ~ I 1 2 • ~ ~ I 1 a ~ LEAVES THE SITE. THE CONTRACTOR /S EXPECTED TO 2 ~ ~ C 10 I TC 62 ~ 6 I I ~ ~ ~ ~ ~.9 C211 ~ R HlT T R NG/N R /MMED/A TEL Y IF Na DATE oESCrNPnaN 55 6, NOTIFY THE A C EC 0 E EE GU 6 .25 \ I I ~ ~ ~ 28.50 I ~ GU 631.00 I ~ ~ _6 ~ \ 1 i I THEY FEEL ADDITIONAL MEASURES ARE NEEDED. v 8.00 I ~ I / i \ I w ~ 1 1 4, THE CONTRACTOR MUST COMPLY WITH ALL PROVISIONS -s \ ~ s _ _ ~ ~ ~ I ~ GU 630.50 FINISH FLOOR O I I 1 / I ~ - - 9 \ 1 I OF THE NORTH CAROLINA GENERAL STORMWATER PERMIT ~ - V~ ~ ?4' - ~ ` 49 1~ Mpl ~ FOR LAND DISTURBING CONSTRUCTION ACTIVITIES \ / EL - 632.09 \ ~ ~ 1 I I W DS ~ 1 ~ \ ~ s 1 ~ y 5. ANY SOLI BORROW OR WASTE AREAS LOCATED OFF \ I ~ 63200 ~ I U~ ~ i / 55 / ~ ~ ~ ~ ` 1 T HA AN APPROVED EROSION CONTROL y~ ~ ~ 1 SITE MUS VE ~ - ~ 25 a \ / \ ~ ` ~s418~ \ PLAN. \ \ C~jC D I ~ \ i _ SEE SHEET C106 FOR I . _ - - - - - EN GED PLAN OF i • 50 B RIP RAR TH NTRACTOR IS INSTRUCTED TO PROVIDE A \ \ 1 6. E CO - ~ \ \ A AN D SITE WHERE NO OFFSITE F/LC MATERIALS GU 628.30 \ 630'50 C211 ~ I ~ t GU ~PNDP. DlN ~ T/ THIbUSECTION 2 ~ \ ODI ON J ~ ~ \ Y 1 WILL BE NEEDED NOR WILL ONSI TE MA TER/ALS NEED ~ 2 ~ ~ \ ~ ~'a oN - , - ~ ~ ~ FF 63 09 ~ Qj I \ \ ~ ~ r ~ ~ 2 ~ / / ' ` 10 2i \ ~ ~ TO BE REMOVED, SOME ADJUSTMENT TO FINISH ~ ~ - 11` ~ ` GRADES MAYBE NECESSARY AND WILL BE CONSIDERED / ~ ~ - ~ \ \ T \ 211 1 1\ \ ONL Y AFTER APPROVAL OF THE OWNER AND ARCHITECT. \ ~ / GU 62 TC 629.50 / I I1 v ~ 7 x.06 ~ I / / 48 \ ~ \ ~ \ 211 \ ~ ~ \ 7. NO WORK SHALL BE DONE !N ANY WETLAND AREA I I r--~ \ \ 210 ~ / / ~ \ I~ 4' . ~ ~ ~ 12 - / I / ~ T \ T58 ~ \ \ UNTIC APPROVAL HAS BEEN GRANTED BY THE APPROPRIATE I P \ \ I - 3~ ~ 1 6 \ \ ~ r \SEE SHEEN T06 OR ~ I / / i 'Is \ I 1 \ ~ TOP OF DAM.622 ~ EX. ~ I ~ ~ 1 ~ ~ 6 I LARGED PLAN OFj / ~ ~ \ 1 ~ wENt ELEV s2d~'i ~ \ AGENCIES I \ ~ ~ 1 ~ f ~ 13 \ \ BOTTOM 617.3 \ \ ~ ~ ~ 1 I 1 ~ ~ \ II 1 1 W~ TERI \ \ ~ I `k IS SECTION 1 I 'A \ ~ \ ~ ~ 210 S \ ~ I 1 I I / ~ ~ l0 1 1 W \ \ \ GU 6.55 o. v ~ ~v~~ II1 1 v I i v v ~ ~ vV I11 ~ .f / I \ \ ~ ~ ~ 630.50 ~ 630.5a~ ~ ~ i ` v t I 1 1 1 1 I I \ 211 ~ I ~ r~-' / v ~ v l 1 1 1 ( 14 \ ~ I 1 \ I I ~ A \ I ~ \ 2 II \ , p 1 zs 1 ~ ~ V \I 1\\ I I 1 1 2 12 ~ 1~ I I - s ` \ 1 I\ II 1 1 I \ \ 1 \ e 2s \ 2to 210 211 ~ \ \ \ I c211 \ ~ \ 1 i t `I 1 1 I I \ ~ 1a ~ I 1 \ I I / I \ II \ 1 I \ ~ 1 1 Ir 11 I ug ~ I I I 11 I 4 I ` A 12 \ 9 s ~ ~ v 11 I II v~ I ~ I \ ~ / I I \ I \ ~ GU 62.5 ~ 30.0 12 21 ~ - \ / / 9 i \ I i \ ~ 11 ~ I I \ 1 N i R / ~ 5 I 6 R \ I I I 1 \ 11 ~ ~ 3 / I I~ 0 I 1 h i 1 \ I ~ I \I ti \ 1 II 1 W 1 I i J ~ - / \ II ~ / ~ ~ \ \ 11 I1 I 1 ~ ~ ` i ~ - ) ICJ- ~ 21 ~ `31 ~ \ \ 1 I v~ a 1 II 1 1 1 ~ - _ 1 v~ ~ \ 11 I I Lc I ~2 I ~ ,C, \ / _ v v ~ 1 11~ 1 d ~ ~ \ 1111 1 ~ ~ ~o 1 \D-~'- ~ ~ / ~ \ ~ \ ~ 11 III ~ 1 \ 111 1 ~P d~ I 211 \ B RWIRAP p ~ - i ~ fi ^ ~ / s s o~ I 1 ¢ ~ ? ~ ~ ti , \ ~ 1111 III ~ ~ ~ o• 0 ~ r 1 I ~ 1 ~ / \ M I ~ / 8„ ~ / ULT , ~ 1 1 e~ 0~ i Y SPNIWAY \ \ I ~ 1 II } ~ 1 ~ ~ ~ ~ S,A a' e c,~ ~ ERGENC \ ~ ~ 1 I 1 f / t~ ~ .o w ELEwnoN aa~.oo \ m CA 1 \ 1 ~ ~ ~ ~ ~ 1 V L~6 ~ ~ 9/P 8 1 ~ ~ ~ \ I 111 111 N ~ o g ~ \ fp 1 f ~ - ~ 0> > .J 1 1 111 ~ rP .s DIW 624 I ~ ~ _ R N 210 ToP of ~ 2~ - ~ WER P ~ ` / / WEIR ELEV. 622.5 I I 14' ~ \ \ ~ 11I 1 I / ~ ~ o ~ \ N -4 1 \I \ 619.5 ~ ` ~ V. ~ ~ BOTTOM I , 0 ~ 1' \ 6~ N I 11 11 ) 6~ - ~ N 39 ~ ~ ~ I "1 tir ~ ~ ~ i ~ N \ 11 I ~ N 2 D S BAD \ i ~ ~ 'S - ~ 1 ~ / tt ~ \ 15' ~ i ~ I 211 r ~ ~ ~ E 0 1 0 ~ R~ ~ I La ' / 11 1 1 AREA I ~ is, \ ~ \ 1 R ~ ~ I I t ~ ~ V ~ ~N ~I~ 1 ~ I 6~ ~ ~ 14 G'r~~ ~.8 ~ 1 W' D-3 / i' BOUI~ ~ ~ ~ \ ~ \ ~ GJ ~ p . 22' ~ / / 1 I d 'C/ II RIP RA ~ I 1 1 'J C 62 ~ c21 ~ ~ I R ~ ~ u F 0 31 OP ~ P CLXSS- 1 ~ ~ ~ of 1 `.I , ~ \ I ~ Ir'- 11 1 \ r 3 2 ( I~ 11 I i s p ~ o~ I / 11 A ~ s I I - I I t 6 6~ 1 ~ \ ~ 1 I 1 o ~ ~ 211 1 I • I \ I 5 1 D~1 ~ \ I \ ~ / I ~J } " ~ 14 & I 1 1 ~ ~ I S I 11\ v i 1 ~ I I ~ 1 1 I\ v~ I I a , / I ~I ~ W 1 I I I ~ 1 w ~ V ~ P I 1 ,a' ~ - ~ 1 v ~ 1 I 11 1 I 1 •ro I v Iv I 1 1 v " ~ r .J I \ ~ 2 -p-- ~ ~ 1 ~ ' v \ I OOD ) 1 1 Ill I \ 1 1 1 1 A I ~ \ • ~ s _i 5v ~ I I J 11 Vi~ - 6 - v I ~ / u P - v I \ D 2 I 1A \ \ 1 I 1 1B RCP I 620.50 ~ - - - ~ I A / ~ / 11 _ 1 \ SF \ \ \ D-1 I I 1 \ ~ . ,e' ~ / 1 I ` ~ \ \ \ ~ ~ I ~ Al t0 I ~ ~ ( a 1 / 06 - W~,>a \ I i 11 I n r \ _ ~ , p. ~ \ \ \ 2 I \ ~ \ \ 1 I I ~ 1 i 5y ~ ~ I ~ ~ I ~ I I O \ ~ 211 \ ~ ~ ~ ~ 5 a c I CLASS N P RAP ~ \ \ \ 211 I 1 / I I I,~ q~, l ~ ~ I / eJ I I l \I Z \ I\ I I y I \ / a J ~a ~ \ \ / \ \ e 6 \ ~ ~ \ ~ 1 Cp ~ \ I I L~ ~ ~ u / ` f e ~ i~ I I ~ / / dISTUI~BED / ~ ~ \ ti~~ ~ 1 \ \ I I I \ fr \ ~ \ \ -f~ \ \ I ~ ~ _ AREA ~ 1 I I ---f I - yN VI EL/- 62 . I \ \ / ss A I \ \ , ~ ~ ~ BQUNDA \ 1 1 I _ _ -T - - - -T \ o III 211 \ ~ \ \ I 1 1 1 o N ss I \ \ \ I ~ \ ~ I ( \ \ \ \ \ ~ \ \I 1~ ~ \ I \ \ V I 1V ~ ~ v \ \ VJ v ~ A \ 1 \ 1 ~ f _ ~ 1 \ \ \ DAMS MARTIN-POWELL dt ASSOC. INC l ~ \ \ r! ~ ~ W I \ \ ~ ~ ~ \ \ \ i I I ~~6 e~ < e~ \ \ \ \ \ ~ e 7 \ I 1 1\ ~ \ 1 \ \ \ \ \ ~ \ \ \ ~ ~ \ ~ Q ENGINEERING-LAND PLANNING-SURVEIING \ ~ ~ ~ I 6 l ~ ~ II I- I 1 ~ \ ~ ~ ~ ~ I \ \ \ \ \ 1 \ ` ` \ 1 ~ \ ~ ~ 218 GAiEW1O0D AVE. SUITE 102 I 1 ~ ~ \ ~ i / ~ I, I \ \ / / 1 ~ I ~ 1 1 e I ~ ~P S5 \ \ \ 1 1 \ \ \ ~ \ \ \ \ e ' \ HIGH POINT, NORTH CAROLINA 27262 I \ \ \ \ 1 1 ~ \ \ I \ \ ~ \ PHONE 336 886-4821 \ 1 ~ \ \ 1 \ ~ ~ GJ ( ) ~0 to \ \ 0 / / ~ u ~ ~ ~ I \ I \ 1 1 1 \ ~ ~ \ \ \ \ \ ~ \ FAX (336)886-4458 \ l \ 1 1 1 \ 1 \ \ \ \ _ ( ~j' P ~ t0 I d' I \ \ \ / ~ W ~ / o ~ ~ y p J~ I~ I ~ \ \ S ~ 1 ~ Pe P III I 9 0~ ~ I\ \ 1 111 \ \ \ \ ~ ~ \ 1 / \ a` \ 1 1 \ \ 1 I \ I ~ ~ ~J 1 N I I ~ ~ ~ / t 1 6 \~o e J~ I ~ e I \ \ 1 1\\ \ \ \ 1 \ 6 6 ~ 1 1 1~ 6 \ \ 1 I \ I I / \ ~ \ 1 ~ I 1 I .1._. 50 0~ ~ O I P o ~ ~ i 1 \ ! ~ ~ I 1 1 Q~ \ 1 Dc • ~ I \ 10 1~ d ~ a ~P~ 5~ I ~ ~ I l l II F ~ I l F. ~ I o~ . I I ~ \ \ \ \ ( i ~ i I ~ , ~ _ - - F~~ I 1 ~l I / I I I I I l i ~ 1 I 2 1 ~ E o ti i 1 1) 3 \ 1 ; o I I ~ \ I ~J 1 ~ I \ ~ \ / ~(O I ~ 1 I I I a II I I ~ I ~ n I / / ~ y I ~ ~ _ ~ I I I I I I~ ~ \ p~ \ ~ 1 - ~ I \ I \ • 1 J I 1 1 I~ ~ I \ ~ I 1 1 ' \ ~ ~ ~ 1 I / \ mIIP ~ EM \ / ~ I I \ ~ 1 ~ I I I I \ I I I N I t \ I 1 i E 407 c ~ I ~ \ I / ~O ~ III / ~'II \ \ ~ I ~ ~ I Q I I I ~vA ~ ~ ~ I- i t 11 1 1 \ ~ I ~ - 1 i / I I 1 I I 1 I - ~ ~ I ~ ~ ~ - I I I 1 Q \ I ~ 1 I ~ I \ ~ ~j • III 1 ~ I ~ ~ / ~J ~ i -I ~ I ~ - - ~ / I 8, I I \ .ti N ~ , / / I ~ I I I I I / l ~ i ~r ~ 9 ? ~ I ~ ~ 1161 I II ~ I 630 , ,e a a 630 I I ~ I I t ~ 2 ~ ~F Q°.• ~ ~ I I I 1 I ~ A I / ~ S E. I l I I I 1 1 I I ~ 211 v i n~~„„+~ / I I III II ~ O Q ~ ~ M I I 0~E ,~o I i N 1 I \ 1 1~ I 1 1 1 I ~ 1 1 r ~ I ~ I X., h"J 1 ~ b`~ ~P ooh \~,~I Q~ a ` - i ~ i co 1 1 ~ v ~ 1 ~ I \ ~ i t. ' 1 1 l ~ \ WALK / ~ '1 ~ / / / 1 1 \ \ Q \x. ~ i / / r r ~ ~ / / 1 ~ \ \ \ \ \ ~z \ / 0 ~ / 1 ~ \ \ ~ / ~ ~ ~ I ~ / / / I \ ~ \ \ \ \ ~ r ~ ~ 'd \ 8 \ 0 ~ / / r , i ~ ~ ~ \ ~ / / / / O \ \ \ / / ~ ~ \ ~ ~ 0 ~ / / l ~ I • ~ Q\ \ \ ~ 211 ~ ~ ~ / , / r 5 i / ~ / ,j \ \ \ ~ ~ / f f a 1~ ~ _ _ / ~0 / ~ \ \ \ \ \ ~ , / ~ a / ~ \ \ ~ ~ is ABBREVIATIONS 1\\ ~ 6 1 1, ~ - i / ~ 1 1\ \ I II i E/P = EXISTING IRON P/PE 1 ~ ~ \ I ~ I I ~ ~ - - ~ ~ ? - - i 2~ J' ~ \ \ i ~ ~ NIP =NEW IRON PIPE ~ ~ \ ~ ~,r^ RS ' ~ ~ - ~ ~ ~ ~ ~ - - ~ ~ R/W =RIGHT OF WAY 1 1 ~I ~ ~ / ( ~ ~ ~ ~ ,A v v A v v ~~0.1~ ~ , ~ l l l Q p 0 ~ v v V A v ~B ~ / ~ r MH =MANHOLE 1 ~ \ $ ~ ~ \ \ ~ d' FP =FLAG POLE d \ Pe x I \ \ \ ~ ~ ~ ~ ~ ' - - ~ r , l l l ~ ,j \ \ \ ~ r / t~ ,A CB -CATCH BASIN 1 ~ _ ~ GP ~ \ ~ ~ ~ - ~ ~ CI =CURB INLET ~ e`~ \ \ 6 \ \ \ - - d' O ~ ~ y ~ ~ 0/ =DROP INLET t / \ \ \ \ ~ / / \ \ ~ r ~ WM =WATER METER ~ ~ ~ ~ \ \ \ \ \ ~ ~ ~Q \ \ \ \ \ / / \ \ \ \ 211 oe ~ 6~` \ / / / / ~ 1 1 ~ \ \ \ \ \ \ \ 11~ / b1 \ \ \ \ \ \ ~ \ \ \ ~ 1 ~ TOP aF OAM 619 , ~ ~ / / \ 0 I 111 1 v 1 v v v \ ~ 1 \ \ \ ~ \ HEIR ELEV. 617. , ~ , \ \ \ \ 1 BOTTOM 614 24' RCP 22. ' ~ / l~ I ~ ~ 11 1 ~ I 1 \ I I I LEGEND 1 1 ~ 6ti I I I \ 6~ \ 11 r f ~1 ~ , e 1 1 I 6„ I I 1 1 ~ ~ \ 211 / ~ , ,11 a ; ~`~0 6ti~ 1 1 I I \ PaoPfaTr crNf ,a~~~ ~1 , I I 1 ~ ~ DISTURBED 11 ~ ~ I 7 I I I 1 ~ ~ o~ I 1 I fxrsr. orfRHEAD unuTr un~~s P R AR A ~ ~ ~ 1 I E 1 / / I I ~ L , \ ~ \ \ \ / ~ ti, Q I 6 \ \ \ / ~~j,/ ~ Y I I I Ewsr. sAN~rARY sfweR uNf - -ss - -ss- BOUNDAR ~ ~ / / I I \ 9T$B / ~ / ~ - 1 / / I I fxrsr. ffNCf uNf x-x-x-x-x- 11 a / ~ I I ~ ~ \ r/ I _ _ - 6 Tom ou~`~2o , 2 0 I \ / / ~ I I EXIST. WATER uNf W W 1111 / / ~ I ~ 1 _ , - 0\ WEIR EiEV. s,~s / I ~ oTroM \~1ss / I ~ / / N I I FXIST. Wt90DS L1Nf ~ I / / / ~ 6 \ / , 1 / I EXIST UNDERfRDUND CAS GAS tP / / / I I , , 6 \ \ 6 ~ 4 y9 T 1 / ~ I 1 1 I / / 1 I fX/ST.flBFR OPnC CABLE FO I ~ 1 / I ~ 2~ ~ / / ~ / , P~ a,• 1 ~ / ~ ~ I I ~ , EXIST. STORM WATER PIPE ~ 0 I ~ 1 t / l 1 I 1 I I 623 ,~~o o,/,/ , EXIST. SANITARY SEMER MAMHCXf SQ 1 I ~1 ~ ~ I I / \ \ ~ ~ , / ~ 1 \ 2 \ 11 I ! I ~ EXIST. PRQ~ERTY CLYTNER 0 1 ~ ~ / I ~ ~ I I 1 ~ / / fxrsr. unuTr PaE xrTN a r IMRE I I IW I / -625 ~ 1 ~ ~ EXIST LICNT POLE ~ ~ 1 11 I r I / ~Z ~ ~ ~ - 1 I I 14 fxrsr. wATfR SAC ~ Da ~ ~ 1 I ! ! ~ i -626 ~G w 11 ~ a ~ - ~ EXIST. F/RE HYDRANT ~ ~ ~1 1 I ~ , ~ ~ 1 I i I o PLANT SYII/BCYS' ~k SHRUB tia~ TREE ~ 1 ~ I / - ' B An n hn on / Martin oat tho o s ~ ~ 2~1 _ ~ Y ~ ,2 \ Tm ~1 1 / I o - 6 d \ ^ c PRAo. STORM DRAIN 1 1 1 t ~ ' i PRA° STORM STRUCTURE ~ ~ 1 I l l / ~ / / - - e ~ ~A d PROP. WATFR MANN - - - -w- r ~ 1 / ~ / g- G ~ o 62 P ~ ~r PROP. GAS LINE 1~ 11~ / / W / ~ - ~0 d~ ~ / v, CHARLOTTE SHELBY - C O ~ t 1 \ \ / - PRA°. ROAD DRAINS 1 1~ 1 ~ ~ / ~ I ~1 ~ ,'~j e O ,,f,, 1300 BAXTER STREET POST OFFICE BOX 2285 i E PROP.SANITARY SEWER LINE 1 1 ~ / ~ 0 / S S ~ ' ~ Dc ~ ~ cD ~s SUITE 300 215 E. WARREN STREET ry~ ~ ~ 6' i 1t •l C~ Z- ~ 'A ~ CHARLOTTE, NC 28204 SHELBY, NC 28151-2285 E 11 ~ ~ ~ o PROP. SANITARY MANHOLE ~ - N ~ V i 4 4~ i G• / ~ ,A . ry. V X10 ~ r/r ~ O Gi r A p• 704/131-7000 704/406-6000 " 1 I'~1 ~ ~ ~ CO • ~ V 1 ~ ~ } I ~ r 11, / ~e , ~ o o L L 1 r/rr l,' O o~ v rr//~ , Z+ RALEIGH 0 / o ~1 ~ ryryr~~ I 1 ~ ~ 3 N W 11 e' 4 WAKE FOREST ROAD pcoi ~ ~ qty 020 • ~ r rrr P I ~ ,1 M ~ . 11 ~ ~ e ~ ;r1 a - ~ ~ b ~ SUITE 301 6 i RALEIGH, NC 27609 ~1 1 \ I ` 1 +1 ~ 4. ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ A 11 1 ~ l ~ / G 51 ~ ~ T~ 919/573-6400 DIST. AREA BOUNDARY _ I 1`1 w / /j ~3 s 1 ~ / ti~ 4 rri~ ~ 5 ,2 a ~ 1~ / ~ -I 5 0 i ~ 1 ~ i ~ U I A ` ~ a / ; ~ 9 9 o TEMP. SlL T FENCE - sF sF SF ~F sF 1,1 ~ _ _ i - - 1,1 11 iri , ~ \ ~ A 11t 1 ~ 1 ~ / 3 ~ TEB TEB TEB TEB tiro I ~ TEMP. EARTH BERM 1, 1 - r, • e w wi 1~1~ I, A ~ , . 11 ~ i I, m i 1,1~ 1,~1 • , 0 ED S ND 1, r I 1 1 M ~ ~ M NT BASIN ~ 1 / TEMP. SEDI E I N • ~ vv P ' E OS L + 1, I ~ / l 1 i I f f ~ ~ ap ~ r1 _ ~ ( 6RAPHlC SCALE 50 25 0 50 100 ~ O^ ~ ~ ~ I ae , ~ / I g 2 z ^ TEMP. lNL E T PROTECTION 6~ ~ ( 0~ a e b FL000 CERTIFICA710N.• THE SUBJECT PROPERTY /S NOT LOCATED IN A SPECIAL I / ' EKIST. o / 6ti 1 = 50 FEET FLOOD HAZARD AREA AS SCALED FROM MAPS FURNISHED BY HUD/F/RM, PROJECT NUMBER ~ i ~ 1 ~ SIGNS R35 ~ / / ~ w N Q~ • ~ / e DATED NOVEMBER 1, f979. SUBJECT TO VERIFICATION BY DETAILED FL000 ~ s TEMPORARY Dl TCHL I E T TELEPHONE 1 .Q0 4 A / Q ) 1A PEDESTAL / ~ Ir 9 MAP STUDY. SEE COMMUNITY PANEL ~ 370f13-0004-8, r Z T T~oN ~ 4~, 5 t- PRO EC ~1 TBM 0 ~ ~ 1 -4- t z a 0 RELEASE DATE SHEET of