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HomeMy WebLinkAbout20041562 Ver 1_Complete File_20040922a- W AT FgQG Michael F. Easley, Governor William G. Ross Jr., Secretary North Carolina Department of Environment and Natural Resources November 19, 2004 Union County Schools Attn: Dave Burnett, Facilities Planner 201 Venus Street Monroe, NC 28112 Alan W. Klimek, P.E. Director Division of Water Quality DWQ Project # 04-1562 Union County Page 1 of 3 Subject Property: Waxhaw / Marvin Elementary School, SR1301, Waxhaw, NC Approval of 401 Water Quality Certification with Additional Conditions Dear Mr. Burnett: You have our approval, in accordance with the attached conditions and those listed below, to place fill within or otherwise impact 0.02 acres of wetlands and 110 fedt of streams for the purpose of constructing a school, roads and utilities at the subject property, as described?within your application dated September 7, 2004 and received by the N.C. Division of Water Quality (D Q) on September 22, 2004. After reviewing your application, we have decided that the impacts are?povered by General Water Quality Certification Number(s) 3374 & 3402 (GC3374 & GC3402). The Certification(s) allows you to use Nationwide Permit(s) 12 and 39 when issued by the US Army Corps of Engineers (USACE). In addition, you should obtain or otherwise comply with any other required federal, state or local permits before you go ahead with your project including (but not limited to) Erosion and Sediment Control and Non- discharge regulations. Also, this approval to proceed with your proposed impacts or to conduct impacts to waters as depicted in your application shall expire upon expiration of the 404 Permit. This approval is for the purpose and design that you described in your application. 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 fills for this project (now or in the future) exceed one acre of wetland or 150 linear feet of stream, compensatory mitigation may be required as described in 15A NCAC 2H .0506 (h). This approval requires you to follow the conditions listed in the attached certification and any additional conditions listed below. The Additional Conditions of the Certification are: 1. Impacts Approved The following impacts are hereby approved as long as all of the other specific and general conditions of this Certification (or Isolated Wetland Permit) are met. No other impacts are approved including incidental impacts: Amount Approved Units Plan Location or Reference Stream 110 feet 401 Wetlands Certification Unit 1650 Mail Service Center, Raleigh, North Carolina 27699-1650 2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604 Phone: 919-733.1786 / FAX 919.733-6893 / Internet: httD://h2o.enr.state.nc.us/ncwetlands None Caro na Aaturalliy b Union County Schools Page 2 of 3 November 19, 2004 404 Wetlands 0.02 acres 2. Erosion & Sediment Control Practices Erosion and sediment control practices must be in full compliance with all specifications governing the proper design, installation and operation and maintenance of such Best Management Practices in order to protect surface waters standards: a. The erosion and sediment control measures for the project must be designed, installed, operated,, and maintained in accordance with the most recent version of the North Carolina Sediment and Erosion Control Planning and Design Manual. b. The design, installation, operation, and maintenance of the sediment and erosion control measures must be such that they equal, or exceed, the requirements specified in the most recent version of the North Carolina Sediment and Erosion Control Manual. The devices shall be maintained on all construction sites, borrow sites, and waste pile (spoil) projects, including contractor-owned or leased borrow pits associated with the project. c. For borrow pit sites, the erosion and sediment control measures must be designed, installed, operated, and maintained in accordance with the most recent version of the North Carolina Surface Mining Manual. d. The reclamation measures and implementation must comply with the reclamation in accordance with the requirements of the Sediment? tion Pollution Control Act. No Waste, Spoil, Solids, or Fill of Any Kind \ No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond the footprint of the impacts depicted in the Pre-Construction Notification. All construction activities, including the design, installation, operation, and maintenance of sediment and erosion control Best Management Practices, shall be performed so that no violations of state water quality standards, statutes, or rules occur. 4. No Sediment & Erosion Control Measures w/n Wetlands or Waters Sediment and erosion control measures shall not be placed in wetlands or waters to the maximum extent practicable. If placement of sediment and erosion control devices in wetlands and waters is unavoidable, they shall be removed and the natural grade restored within six months of the date that the Division of Land Resources has released the project. 5. Certificate of Completion 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 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. The authorization to proceed with your proposed impacts or to conduct impacts to waters as depicted in your application and as authorized by this Certification, shall expire upon expiration of the 404 or CAMA Permit. If you do not accept any of the conditions of this Certification (associated with the approved wetland or stream impacts), you may ask for an adjudicatory hearing. You must act within 60 days of the date that r Union County Schools Page 3 of 3 November 19, 2004 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, 6714 Mail Service Center, Raleigh, N.C. 27699-6714. 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 Cyndi Karoly in the Central Office in Raleigh at 919- 733-9721 or Alan Johnson in the DWQ Mooresville Regional Office at 704-663-1699. Sincerel , ./Alan W. Klimek, P.E. AWK/bz Enclosures: GC 3374 & 3402 Certificate of Completion cc: Jay Guffey, Davis-Martin-Powell & Associates, 6415,01d Plank Rd., High Point, NC 27265 USACE Asheville Regulatory Field Office DWQ Mooresville Regional Office File Copy Central Files Filename: 04-1562 law I=) Office Use Only: ?, G Form Version May 2002 USACE Action ID No. P.OPY- DWQ No 6 (If any particular it F t applicable to this project, please enter "Not Applicable" or "N/A".) 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: NW 12 & 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 Owner/Applicant Information Name: Dave Burnett Facilities Planner Mailing Address: Union County Schools 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: Company Affiliation: Mailing Address:_ EP WATER QUALITY qpj" rir;a Telephone Number: Fax Number: E-mail Address: Page 5 of 12 III. Project Information Attach a vicinity map clearly showing the location of the property with respect to local landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property boundaries and development plans in relation to surrounding properties. Both the vicinity map and site plan must include a scale and north arrow. The specific footprints of all buildings, impervious surfaces, or other facilities must be included. If possible, the maps and plans should include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion, so long as the property is clearly defined. For administrative and distribution purposes, the USACE requires information to be submitted on sheets no larger than 11 by 17-inch format; however, DWQ may accept paperwork of any size. DWQ prefers full-size construction drawings rather than a sequential sheet version of the full-size plans. If full-size plans are reduced to a small scale such that the final version is illegible, the applicant will be informed that the project has been placed on hold until decipherable maps are provided. 1. Name of project: Waxhaw/Marvin Elementary School 2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A 3. Property Identification Number (Tax PIN): PART OF 06 210 003 4. Location County: Union Nearest Town: Waxhaw Subdivision name (include phase/lot number): N/A Directions to site (include road numbers, landmarks, etc.): From Monroe, take Hwy 75 West In Waxhaw Turn right on Highway 16 - after crossing the railroad tracks take a left onto Waxhaw Marvin Road (SR1301) - Continue on SR 1301, past Crane Road (SR 1309) Site is approximately 400 feet west of the intersection of SR 1301 and SR 1309. The site is south of SR 1301. Site coordinates, if available (UTM or Lat/Long): 34° 58'08" N 80° 48'02" 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.) 5. Property size (acres): 24.62 acres 6. Nearest body of water (stream/river/sound/ocean/lake): Cowhorn Branch 7. River Basin: Catawba River (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/.) 8. Describe the existing conditions on the site and general land use in the vicinity of the project at the time of this application: Onsite: Agricultural and wooded, Offsite, residential, wooded and agricultural Page 6 of 12 9. Describe the overall project in detail, including the type of equipment to be used: This project is the construction of a new elementary school.. The wetland impact is east of the proposed school building. Typical construction equipment will be used pans, bulldozers, excavators etc. 10. Explain the purpose of the proposed work: The purpose is to provide a new elementary school for the Union County Public Schools System. 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. None 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 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. 1. Provide a written description of the proposed impacts: Grading and fill within a wetland area. Page 7 of 12 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 (linear feet) Type of Wetland*** 1 Grading and Fill 0.02 No 1320 Wooded * 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: 0.04 Total area of wetland impact proposed: 0.02 3. Individually list all intermittent and perennial stream impacts below: Stream Impact Length of Average Width Perennial or Site Number Type of Impact* Impact Stream Name** of Stream Intermittent? (indicate on ma) (linear feet) Before Impact (please secif ) 2 Due] 60" Culvert Extension w/ 20' Each Culvert Cowhorn Branch 10 Perennial headwall 20' Total 2 16" water main 10 Cowhorn Branch 10 Perennial crossing Road widening 3 and associated 80 UT Cowhorn Branch 2 Intermittent grading/fill * 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.usgs.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com, www.mapquest.com, etc.). Cumulative impacts (linear distance in feet) to all streams on site: 110 Page 8 of 12 4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic Ocean and any other water of the U.S.) below: Open Water Impact Site Number (indicate on ma) Type of Impact* Area of Impact (acres) (if Name applicable) Wat) Type of Waterbody (lake, pond, estuary, sound, bay, ocean, etc.) 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): ? 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 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 jurisdictional channel was indicated north of the proposed softball field. Gradine was modified so that impacts to this channel were avoided. A 15' buffer is to be maintained along the school side of the channel. Road widening will affect approximately 80 LF of this channel. The 16" water main crosses perpendicularly to Cowhorn Branch. 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. Page 9 of 12 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 description of the current site conditions and proposed method of construction. Please attach a separate sheet if more space is needed._ N/A 2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at (919) 733-5208 to determine availability and to request written approval of mitigation prior to submittal of a PCN. For additional information regarding the application process for the NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wip/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 12 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 (Neuse), 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. Zone* Impact (square feet) Multiplier Required Mitigation 1 3 2 1.5 Total Zone 1 extends out 30 teet perpendicular from near bank of channel; Zone 2 extends an additional 20 feet from the edge of Zone 1. Page 11 of 12 If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as identified within 15A NCAC 2B .0242 or .0260. 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. Total Site Acreage 25.71 AC. Existing Impervious 0.50 AC Proposed Additional Impervious Area 4.37 AC. % Impervious 17.0% Total Impervious Area 4.87 AC Total % Impervious 18.94% No stormwater controls 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. Sewage disposal for the school will via a gravity sewer line that will service a new subdivision adjacent to the school site. The subdivision and subsequent sewer service will be designed by others. XIII. Violations (required by DWQ) Is this site in violation of DWQ Wetland Rules (15A NCAC 211.0500) 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). 1?3 ApplicakAgent's Signature Date (Agent's signature is valid only if an authorization letter from the applicant is provided.) Page 12 of 12 SOIL SURVEY OF UNION COUNTY, NORTH CAROLINA - SHEET NUMBER 21 (Joins sheet 16) C882 1311 ZnB.' r?u; ' Ca82 CeB2; ChA Cn8 IrA. 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I- mv 0 V) 00 (n 600 Z (UD) OD 0 0 • ?--= -?.? 00 m ti ' ' f Ln v `° t M / N fri afJ o CL y y N 0 t j ?1 I 0 t7& AL-P rY 00 Q a C,; C; O 011d '(auo8 £OOZ© wo o'S 10911 llojoX au0q, MMM uawdo ana 1,ll£-06L (01,6) :XDJ } Q 1066-061 (01,6) Ael 6ui}lnsuoo Z1,49Z '0'N 'uolbulwl!M OOZ ellnS u6isaQ •pnlg eouapuadapul 9ZSZ a.In}oa}iyoay O11d 'A3N08 3UOI1 J`dHO HOI V? J NOl O N I IN-I IM j&3NO wts -999(9£0 xv.4 lZ9tr-999(9££) 3N0Hd 99ZLZ VNnOavo H180N '1NI0d HS 0VMI )4NVId 010 9149 0NLl3ANnS-ONINNVId ONVI-ON1833NV ONI ''OOSSd 2P 113MOd-NLL8VVd- XO&( >- u) Zc CJ DAVIS-MARTIN-POWELL & ASSOCIATES, INC. ENGINEERING a LAND PLANNING • SURVEYING 6415 Old Plank Road, High Point, NC 27265 - (336) 886-4821 • Fax (336) 886-4458 • www.dmp-inc.com TRANSMITTAL Date: September 20, 2004 To: NC Division of Water Quality Re: Waxhaw/Marvin Elementary School 401 Wetlands Unit Job No. E-3633 1650 Mail Service Center Raleigh, NC 27699-1650 We are sending you attached the following items: p41562 ? Shop Drawings ? Samples ? Copy of Letter ? Prints ? Specifications ? Other ? Plans ? Disk # Copies Drawing # Description Disposition 7 1 Completed PCN and required information Check for $200.00 For Approval Remarks: /401 GROUP SEP 2, ?004 WATER QUALITY SECTION By: m )A ? Jay G e?; I c: File 9-20-04 #526 Q 2 3 6 3 8 200.00 401 Water quality certification fee Waxhall/Marvin Elementary School (School E) E-3633 WETLANDS/ 401 GROUP SEP 2 Y, 2004 WATER QUALITY SECTION ~i ~ ~ ~ ~ ~ / -l ~ y 1 ~ 1 ~ Z=hW„ VVJ 9~N~~~ J ~ ~WF J mNW~~v a 346 - 1 EROSION CONTROL LEGEND. ~ o a ~N , ZQ~ oo~ r / _ 1. ~~Q dN~~~y c ~ W D z^ t o r ~ ~ \ 0 9' 3 U ~j a a M ~ 05 E ~ ~ 051 <<~ S ~ 0 _ TEMP. INLET PROTECTION fl m v ~°i ~ m °o C [ K 0 N \ ~ OTAL aS> 40~ T 208. S TEMP. SLOPE DRAIN f - ro f F 6 4 _ o 176. $ _ C~io ~ ANCH N ~ 3 TEMP. SEDIMENT TRAP ® N 3 S ~ ~ _ _ pRN BR I _ _ - - DITCH LINE PROTECTION Q / ~ W a # / ~2 / I ~80 ~ , CONSTRUCTION ENTRANCE T ~ W \ ~ n s ~E FOLIAGE ,~',Q TEMP. 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EARTH BERM - TEB - APPROXIMA TE FLOOD L lNE / ~ ~ 6~ ~ ~ cs s . ~ \ ~a _ I d _ r ~ v ~ f ~ s ~ / SCALED FROM FEMA MAP . ~ ~ ~ „p rn a U 0 ~ ~ / ~ CLEARIN ( 22 \ 4i U,` \ G LIMITS/ \ \ .rte ~ o~ n~ - ~ UM1TS OF CONSTRUCTION LA=1 i _ ~ U y ® i ~ ~ W ~ 215 f AC. \ 1M1~1~ ~ z~I ~ 9 \ / =4rQ o, I S' C2.2 45 LF 15 BARREL / ~ \ i 5 / , ~ ®1.11% 2 / I ~ 0 v o~~ ~ - ~ / ~ ~ - ~ - I ~s 100 YEAR ~ ~ _ _ - - ~ 560 ~ FLOOD PLAIN ~ 561 562 / ( . ~ 563 ~4 / i 564 ~ ~ ~ M 564.75 563 ~ ~ ~ / a F 562 ~ i - - - T 561 / / / N ~ ~ ~ ~ 560 24=R/Sf~ ~ ~ ~ / ~ Q ~ ~ 559 i ~ ~ DD NOT D/STURB~ CHANNEL ~ Q - ~ - _ _ - ~ ~ 2 MAINTAIN 75 BUFFER / ~ a. \ i i o ~ U oN ~ < i ~ / TEMPORARY ~ ~ ~ ~ / ~ / ° ~ ~ ~ / ~ / \ \ POND 2a4 \ 9 / / / i i Q i QZN~ ~ ~2~1'Qda C ~I i x ~ \ 562 _ ~ 5 ~ ~ ~ JZYQm~ \ {J~jQV~~ l ~ ~ ~ i v ~ \ 5b3 / / ~ .2 ~ ~ ~ i V ~ Q / / / ~ i O ~ 3aa~nM ~o ~nM a~oZW~ / / ~ \ \ 1 y ~ / ~ ~ J F~~'~x~a C Q~~oa~. ~ ~ ~ Q I ~ / ~ ~ ~ / / `l ~ w a ~ ~ m ~ ~ I 5 ~ f LA=2o' ~ :CO n I~ ~ N ~ 1~: ~ ~ I ~i ~ 2.2 W=23' 5w = 0. a ~ ~ \ ~ ~ J I A D-22 R Q ~ ~ ~ ~ i m TSB ,y3 ~ - iiiEEEEgggg ( TOP OF DAM ELEV. ,180.0 ~ °~8, l / / ~ / C~ ~ ) ~ ( G 6 WEIR ELEV 578.0 ~ i \ I / / i / \ 1 _ ~ I ~ / / ~ / L ~ _ BOTTOM ELEV 575. U , . ~ ~ v ~n ~i - - 1 ~ / - d ~ / / i / / 6~ gb / ~ , ~ ~ 1 ~ / ~ ~ o ~ ~ -SIC u~ ~ ~ t ~ ~ ~ / \ 6 ~ ~ / I / / ~ i ~ Q v 1 ~ / / / ~ / I ~ / / V/ ~ ~ / t5" i ~ ~ \ ~ ~ - a , „ i ~ ~ ~ ~ ~ ? lye AF P ~ O~~ . / , / / TER OND lS REMO ~@~ ~ \ ~ D ,3 ~~ti a 1 \ I ~ \ / / / ~ ~ ~ / ~ EXTEND ~A--T AS NECES~ARp ~ \ ~ ~ ~ - _ P,0 1 / _ \ ~ _i / / / ~ ~ I ~ - ~ ~ / / / \ I 573 , h i ~ l / / \ ~ _ \ / ~ ~ _ _ _ - ° _ C ~ \ _ _ C \ \ 1` ~ A / ~ A / ~ / / r---- ~ I / ~ y { _ _ _ - ~ \ ~ ~ AFTER PO~dD lS REMO D \ \ ~ ~ ~ \ / V / ~ / ~ ~ / A ( I / ' \ \ / ~ TE MAhT GAS NE \ Ell ~(V ~SSARY ~ ~ \ / ~ ~ v ~ ~ \ I / ® a ~ 1 ~ i ~ \ \ \ ~ \ v ~ ~ v , / / l / i ~ ~ ~ A ~ ~ a ~ v1 i ~ e ~ ~ v~ / / / ~ \ \ 2P 3 , ~ EAR! \ \ 1 ~ \ ~ z2 / ~ la \ / ~ ~ ~ ~ / i 1 ~ l / i / / ~ , 2,2 ~ ~ Ll~flTS/ \ / i _ - \ \ / / / ~ , - ~ \ _ , ~ - _ - ~ : ~ \ L!Ml OF\CON~J~UCTI~N ~ ~ \ I / / / , 2 \ - ~ ~ / \ \ \21.6 , f AGT, \ ~ I / ~ \ 574 ~ / / ~ _ _ J \ I I l ~ I ~ Sao / / ; v ~ / / 1 ~ I ~ / / / / / / , ~ / V ~ \ \ ~ \ \ V A ~ I p ~ . , ~ ~ - ~ I / / / ~ / S£D /6 ~ I / ~ l l / / > \ P lYATEB'MA A ~ l / i ~ 5 ~ ~ ~ \ ~ \ ~ \ / ~ ~ A V I ~ i ~ ~ E N01~ N . ~ / / gQ/ \ / C2 2 / ~ / I I / S \ ~ ~ / / ~ \ v I ~ \ ~ I ~ ~ I \ \ 1.1 I I ~ / ~ ~ I ~ ~ / V ~ ~ I I I I ~ \ ~ ~Q ~ ~ / ~ ~ \ J ~ ~ / ~ I i ~ ~ t \ p / \ / I I ~ / 1 ~ / . F / \ \ S8a \ / 1 1 I ~ g ,F~ L EL. ~ ~ I n ~ I \ ~ / / ~s ~ I t s ~ I ~ I I --a Z ( ( 587.00 ~ / ~S ~ ~ 1 I r„ N W ~ / ~ i l .ti v ~ 3 8 / / g5 ~ c ~ ~ I 2.2 / / I \ , ~ \ 1 I r~ ~ -o z o 1 t~ l / cz2 / / / ~ v 1 1 / ~ ~ A\ ( c ~ I ~ ~ v ~ ~ _ ~ ~ 1 I v ~ ~ ~ ~ 1 ~ 1 j / I I ~ / ~ czzl / ~ I ~ / i ~ l V A / \ 1, ( - t.~ ~ ~ I ~ i ~ 1 1 ~ ~ I / ~ U1 O (i 9 w I ~ / ~ / J~ I ~ m o ~ ~ \ / 4 1.2 / i I 1 l , ! I i / ~ / i ( : ~ ~ ~ / I I ~ ~ ~ / / / I / n ~ ~ o I _ ~ l / l ~ / / / ~ ~ 77 ~ ~ / v \ \ / 589 / / l / z V ~ ~ \ / ~ / / i ~ l ~ ' '~r _ / , - 0 1 I ~ pR ~ L~=1s' ~ / 0 ~ I ` / TECTION ~ / / 0 I ~ / I / / / / \ / ~ ~ N~18' r ~ / ~ I I ~ ~ - - / / / / , TSB ,~7 ~ ~ - ~ / i I I ~ ~ / / 9 ~ / / / ~ TOP EGEK 578.5 ~ ~ / D 18 / / 3''' k' I I I .~,~r~ i ~ ~ 2 82 I/ / ~ I I ~ I 5 / / ~ / ~ A ~ . ~ / / l / , / / WEIR fLEV 577.0 V ~ / I TEMPO ARY ~ I / / 56 ~ ~ I ~ / ~ I \ _ S ~ / / / / BOTTOA' ELEV 574.0 coNS ~ I / l l ~ 1 I 0\ s ~ i / ~ I 1 \ \ s~ / / / 3 ~ C2.2 / `b ~ ~ ~ o / / I I d cHVrRA 2 \ I c2 / 1 I cQ. P x ~ \ \ / ~ / ~ J 4 c er- / ~ ~ O TOPSOIL I I / / I ~ I i' ~ \ - T P l l ~ \ ~ ~ ~P' s rL I / / ~ ~ I - ~ 5 \ - AR / I ~ / / ~ / ~ ~ / I 1 ~ / ~ I \ 1 ~ F. FL. EL. ~ / / I ~ / / - I \ \ ~ ~ _ s / / ~ / / ~ / / ~ - / \ 1 2 ~ / m ~ 1 I ~ ( ~ ~ 30' \ ~ ~ 1 ~ ~ r h 2 5~ / I \ \ ~ ~ ~ 89.00 / _ / / / / / / ~ / ~ I ti'~ s~~ ~ I l v A \ ~ \ ~ ~ ° _ I ~ F Q ~ ~ ~ ~ I v ~ v C. ( / AFTER PO/VD IS REMOI/ED ~ ~ I TOPSOIL ~ I I I \ a~ ~ ~ P \ 5~ .Ot STOGYIPILE ( n ~O I / h ( \ 5~ .00 / l / ~ ~ EX \ ~ / ~ ~ / / 7~ND~MATl7NG AS NECESSARY \ 1 AREA APP \ \ ROX. LOCH ON I ~ d ON \ ~ ~ / l l ~ t / OF PR P. ~ 1 Ise > ~ I o MAILeD~Y ~ ~ ~ i / / LBD~Y \ ~ / l ~ / / / - o I I ~ \ \ ~ ~ ' ~ , C2.2 \ ~ . gSFMF qp / _ \ \ 1 / ~ / / / Nr ^h STAGING AREA ~ ~ \ ~ ~ / ~ ~ ~ ~ ~ / i I ~ ~ ~ ~ / / / - _ I I \ ' ~ ~ ~ 1s x ~ ~ / _ ~ ~ ~ ~ i ~ j 1 ~ M~~ 3 ~ y ~ / J / 1 9 ~ 5~ l / ~ \ Y 1H R V 2.0 ~ \ I ~ I v ~ - - \ C2.2 / / ~ / g / / \ ~ 5f - - ~ ~ / / 0 / 2.2 / I6 / 30' ~ ~ ~ - 8Y E ~ I FA ~ \ ~ ~ - ~ ~ P~ SF ~o~ - \ I ~ MfN qa A \ d ~ d \ ~ / / \ C ~ ~ \ C2.0 ~ - ~ / / 5~ I ~ ~ ~ ~ ~ ~ rep/ ~ ~ I P ~ / s 1 n / ~ ~ s~ tQ I d1 +Pr V - / S ~ ~ / ~ ~ / o ~ l i ~ S S I I ~ \ ~ f~ C2.2 I ~ , ,EL. 1 Z \ ~ ~ / / / I PROPOSED f6" DIP ~ ~ ~ 2. 15gq \ / ~ I I ~ WATER MAIN I ' ~ 9S I ~ ~ 587. DO ~ ~ ~ I o- ~ ~ / - - - 5 - 8 ~ r \ S / l I ~SSEE HOIE N0. 1 I ~ ~O i J ~ - 22 ~ 2 / o- \ i® _ i \ 2 ~ , " / ~ ~ ~ .9 S I \ ~ ~ Q~( PLAN SHEET C1 fJ/ , ~ ~ I \ / ~ ~ ~ \ tZA OCE - - - - \ - - - - ~ rse #z ~ ~ TOP ELEV. 580.0 4 \ ~ /i ~ l \ 1 !~l CADIA/!e a Ie II T(` / `J i \ ~ /.ei 1 ~ , \ \ 1 . ~ I 1 1urv unfJ/ '1C \ f c'~ b ' 1 / - - C2 7 WEIR ELEV 578.5 ~ LIMITS l \ OF CONSTRU~770N \ 'g / \ - 21.65 f AC. ,o c~ N \ \ \ W W a. SWj W W/~~;,y i w SBS 80 TT V 577.0 o- ~W -E-- ~ -fig l \ TF FNO C) A co gC2. I l , FT 2 S~ \ .o h w uj O , 2 / c 0! i i LL. < 1 ~ 9 i 1 2.2 AFTER POND IS REMOVED E 00 - 7 ) \ c2. r \ 1 ~ SEX ENQ MA TTIIF AS IV C ESSAR . PROOOS£D l / GENERAL EROSION CONTROL G ING NOTES: / sc~loo~ l _ 1. ALL SLOPES SHALL BE SEEDED IMMEDIATELY AFTER REACHING / FINA L GRADE. 584 l ` c 51-1 2 EROSION CONTROL MEASURES INDICA TED ARE SHOWN IN i / qI i ' Q \ ~0 O APPROXIMATE LOCATIONS FIELD ADJUSTMENTS SHOULD BE l N ~ y., O EXPECTED TO INSURE SEDIMENT BASINS, BERMS, AND OTHER \ . b\ c i \ MZ EROSION CONTROL FLEA TURFS FUNCTION TO MAXIMUM E EFFICIENCIES f \ 8 0 100, 3. ADDITIONAL EROSION CONTROL MEASURES NOT SHOWN ON Q 0 THIS PLAN MA Y BE REQUIRED TO INSURE NO SEDIMENT • . • • ~ ~ GRAPHIC SCALE ~ LEA VES THE SITE THE CONTRACTOR IS EXPECTED TO a TEe 2.2 50' / I - NOTIFY THE ARCHITECT OR i \ ~ ENGINEER IMMEDIA TEL Y IF l / i 25 0 50 100' Z Z o , o THEY FEEL ADDITIONAL MEASURES ARE NEEDED. / TEB - ,rw zr--" EEr Z) D 4. THE CONTRACTOR MUST COMPL Y WITH ALL PROVISIONS 00 o / OF THE NORTH CAROLINA GENERAL STORMWATER PERMIT \ l \ STALL TREE \ s U U FOR LAND DISTURBING CONSTRUCTION ACTIOT l / TES P TECITON P ING \ TEMPORARY SEDIMENT TRAPS 5. ANY SOIL BORROW OR WASTE AREAS LOCH TED OFF- 1 SI TE MUST HA VE AN APPRO VED FENC ~ S w EROSION CONTROL l / o \ PLAN. 9 7SB 14 X z z i \ V -,TOP- ELEV. 579 0 OL UME VOL UME SURFACE O \ - TRAP N DISTURBED DRAINAGE SURFACE BASIN SIZE WEIR WEIR ELEG ~7,?,5., AREA AREA REQUIRED PROVIDED AREA AREA W REOUIRED PROVIDED X L X9 LENGTH 6. NO WORK SHALL BE STARTED IN ANY WETLAND AREA ' / \ o 3 UNTIL APPROVAL HAS BEEN BOTTOM ELEV 574.5 ~'S \ GR ANTED BY THE APPROPRIATE AGENCIES. SEE GRADING ~o a z ti\ m 7 TEMPORARY SLOPE DRAINS ARE TO BE PROVIDED \ ~s 250 A• D . 2.50 AC. 4,500 CF 9,330 C.F 3,866 SF. 3,920 SF. PLAN SHEET 8' y \ V 9 4S \ C1.2 PRINCIPAL: RLL ~ FOR ALL SLOPES r-- GREATER THAN EIGHT (8) FEET HIGH, MAINTAIN BERMS AT THE TOP i - E F L 9o P _ SEE GRADING OF FILL SLOPES TO DIRECT RUNOFF TO SLOPE DRAINS. 2 1. 10 AC . F PLAN PROJECT ARCHITECT: RLL 0 S. EXISTING CONTOURS - 1 INTERVALS \ F G~ e O 1,980 CF 996 ~r 7, 7-1 S F 1, 800 S. F. SHEET 6 DESIGNED BY: rtLL,rtM 9 ~ c7.2 M - / F \ M FINISHED CONTOURS 1'INTERVALS ~ DRAWN BY: RLL PEM O SEE GRADING F M / \ \ \ 3 1.75 ,4 C 1.75 AC. 3,150 C. F. 5,904 C F. 2,706 S. F 2,880 S F. PLAN SHEET 8 CHECKEDBY: 9. CONTRACTOR TO COORDINA TE WI TH CONTRACTOR CONSTRUCTING / C1.2 PROJECT NUMBER: ? \ W THE ADJACENT PUBLIC STREET. SOME GRADE ADJUSTMENT TO ~ - SCHOOL DRIVES MA Y BE REQUIRED. / i SEE GRADING CADD FILE: 4 1.60 AC. 1.50 AC. 2,880 C. F. 5,652 C. F. 2,474 SF 2,490 F PLAN SHEET C1.2 10. CONTRACTOR TO INSTALL TEMPORARY CUL VERT AS NEEDED AT TEMPORARY CONSTRUCTION ENTRANCE. c / \ TEMPORARY TOTAL 1r?.3 AC TOTAL 16.3 AC 29,340 CF. 99,627 CF. 30,230 S.F. 20,915 S.F. SEE GRADING EMERGENC \ SEDIMENT STORM -*ER STORM PLAN SHEET SPILL WA Y c~ 11. ALL TEMPORARY SEDIMENT BASINS AND TEMPORARY POND SHALL BE / 1 \ d Z \ \ \ \ p 9.60 ! . 9.60 AC 17, 280 C.F 99,627 CF. 17,773 SEJ:2:0, F. \ POND C7.2 20 REMOVED AFTER ADEOUA TE VEGETA TION IS ESTABLISHED. REWORK / / \ \ 1 \ ~ GRADES AND SLOPES TO MAINTAIN POSITIVE DRAINAGE UPON REMOVAL ~ OF SEDIMENT BASINS. 7 SEPT. 2004