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HomeMy WebLinkAbout20200090 Ver 1_401 Application_20200121DWR mrlslon of Water Resources Pre -Construction Notification (PCN) Form September 29, 2018 Ver 3 Initial Review Has this project met the requirements for acceptance in to the review process?* r Yes r No Is this project a public transportation project?* G Yes r No Change only if needed. BIMS # Assigned 20200090 Is a payment required for this project?* r No payment required r Fee received r Fee needed - send electronic notification Reviewing Office * Raleigh Regional Office - (919) 791-4200 Information for Initial Review 1a. Name of project: West Millbrook Middle School 1a. Who is the Primary Contact?* Walter Cole 1b. Primary Contact Email:* vcole@smeinc.com Date Submitted 1/15/2020 Nearest Body of Water LFF-Mine Creek Basin Neuse Water Classification C, NSW Site Coordinates Latitude: Longitude: 35.892577-78.632586 A. Processing Information County (or Counties) where the project is located: Wake Is this project a public transportation project?* r Yes r No 1a. Type(s) of approval sought from the Corps: W Section 404 Permit (wetlands, streams and waters, Clean Water Act) r Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act) 1b. What type(s) of permit(s) do you wish to seek authorization? * Nationwide Permit (NWP) * Regional General Permit (RGP) 7 Standard (IP) Version#* 1 What amout is owed?* r $240.00 r $570.00 Select Project Reviewer* Stephanie Goss:eads\szgoss 1c. Primary Contact Phone:* (919)872-2660 V 1c. Has the NWP or GP number been verified by the Corps? r Yes r No Nationwide Permit (NWP) Number: NWP Numbers (for multiple NWPS): 1d. Type(s) of approval sought from the DWR: W 401 Water Quality Certification - Regular r Non-404 Jurisdictional General Permit r Individual Permit 39 - Commercial/Institutional Developments le. Is this notification solely for the record because written approval is not required? For the record only for DWR401 Certification: For the record only for Corps Permit: F 401 Water Quality Certification - E)press r Riparian Buffer Authorization 1f. Is this an after -the -fact permit application?* r Yes r No 1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts? r Yes r No 1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts? r Yes r No Acceptance Letter Attachment 1h. Is the project located in any of NC's twenty coastal counties? r Yes r No 1j. Is the project located in a designated trout watershed? r Yes r No B. Applicant Information 1d. Who is applying for the permit? W Owner r Applicant (other than owner) le. Is there an Agent/Consultant for this project?* r Yes r No 2. Owner Information 2a. Name(s) on recorded deed: Wake County Board of Education 2b. Deed book and page no.: Book 013625, Page 01724 2c. Responsible party: Mr. Jason Phelan, Project Manager 2d.Address Street Address 1429 Rock Quarry Road, Suite 116 Address Line 2 aty Raleigh Postal / Zip Cate 27610 2e. Telephone Number: (919)588-3589 2g. Email Address:* jphelan@wcpss.net 4. Agent/Consultant (if applicable) State / Province / Region NC Country USA 2f. Fax Number: r Yes r No r Yes r No 4a. Name: Walter Cole 4b. Business Name: S&ME, Inc 4c.Address Street Address 3201 Spring Forest Road Address Line 2 aty Raleigh Postal / Zip Code 27616 4d. Telephone Number: (919)872-2660 4f. Email Address:* wcole@smeinc.com Agent Authorization Letter* 18-12-01 - WMMS - USACoE Property Owner Cert - WCPSS Signed.pdf State / Province / Region NC Country USA 4e. Fax Number: 59.16KB C. Project Information and Prior Project History C^) 1. Project Information 1b. Subdivision name: (d appropriate) 1c. Nearest municipality/ town: Raleigh 2. Project tt Identification 2a. Property Identification Number: 2b. Property size: 1708808370 40 2c. Project Address Street Address 8115 Strickland Rd Address Line 2 city State / Province / legion Raleigh NC Postal / Zip Code Country 27615 USA 3. Surface Waters 3a. Name of the nearest body of water to proposed project:* UT -Mine Creek 3b. Water Resources Classification of nearest receiving water:* C; NSW 3c. What river basin(s) is your project located in?* Neuse 3d. Please provide the 12-digit HUC in which the project is located. 030202010803 4. Project Description and History 4a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application:* The site is currently functioning as a middle school with an adjacent park facility. The existing 2-story school building was opened in 1976 and is supported by an existing bus parking area, staff and guest parking facilities, and exterior program elements Within the adjacent park facility including a track, baseball field, and additional parking. The general land use within the vicinity of the site is dominated by residential properties with some commercial developments. 4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past?* f Yes r No B Unknown 4d. Attach an 8 1/2 X 11 excerpt from the most recent version of the USGS topographic map indicating the location of the project site. (for DWR) USGS.pdf 847.61 KB 4e. Attach an 8 1/2 X 11 excerpt from the most recent version of the published County NRCS Soil Survey map depicting the project site. (for DWR) SOILS.pdf 1.59MB 4f. List the total estimated acreage of all existing wetlands on the property: 0.07 4g. List the total estimated linear feet of all existing streams on the property: 899 4h. Explain the purpose of the proposed project:* The new facility is greatly needed for multiple reasons such as a grown population in the area since the school was first constructed, facilities are dated and do not provide the learning program space and learning environments of today's standards, insufficient parking and queuing for loading/unloading and insufficient outdoor program areas. The newfacility will be constructed on the west side of the site allowing the existing middle school to remain operational and open during construction. This is advantageous to WCPSS because there is not Flex space for middle school students in this area of the county for the students to move off -site during construction and secondly, this saves WCPSS money because they do not have to move the students off campus. 41. Describe the overall project in detail, including indirect impacts and the type of equipment to be used: The existing school is to remain open and operational during construction of the new building. The existing middle school and vehicular operations will remain the same while the new middle school building, parking, etc. is constructed on the western (ebsting park) portion of the site. Once new construction is complete, the ebsting middle school building, parking etc. will be demolished and the new fields and bus regional parking lot will be constructed. Temporary construction fence will be installed between the ebsting and new middle school to separate pedestrian activity from construction activity. Flipping the site allows construction phasing to divide the site and eliminate conflicts with students, staff, parents and construction activities. The parent drive entrance will be located at the ebsting park entrance at the northwest corner of the site. Approbmately 3,900-If of stacking length is provided along the car loop, which is required by the NCDOT MSTA division for this size middle school. This length is required to accommodate queued cars on -site which eliminates vehicle stacking on Strickland Road. NCDOT MSTA required two separate drives, one for ingress and one for egress. All buses will enter the site from Strickland Road at the ebsting east drive entrance. Buses will stay to the right and proceed to the rear of the proposed building to the bus loading/unloading zone. After loading/unloading activities occur, buses will proceed back toward Strickland Road where they can choose to exit the site or turn right and proceed to the regional bus parking lot. The regional bus parking lot provides 60 bus parking spaces, a transportation building and 70 staff parking spaces for bus drivers and maintenance staff. The bus will proceed in a one- way direction through the bus lot and use a reverse motion into the parking stall. This allows all the buses to front face the drive aisle and allows for easy access for service. This design is requested by WCPSS Transportation Director. The new transportation building provides a transportation suite (offices and restroom) and the maintenance cluster (storage area and a workroom). The building has 2,257 SF total. The service area is located at the middle rear of the building and is accessed from the bus loop. This area accommodates dumpsters, mechanical equipment, and a loading dock. The service drive doubles as a fire lane to meet building code requirements. The site design provides +/-300 spaces City of Raleigh code required spaces. Staff will use the same site entrance drive as the bus mentioned above which is the existing drive entrance at the northeast corner of the site along Strickland Road. Staff will share the same drive with the busses and turn south into a dedicated staff parking lot prior to the bus loading/unloading area. An area for a future mobile unit that contains 6 classrooms is provided to the east of the classroom wing. Fire and emergency apparatus access is provided through both the car and bus loops. This concept provides direct pedestrian access, south of the staff parking lot, between the building and the fields without having to cross vehicular drives. It locates the football field and track close to the middle school. The baseball field will also serve as a softball field. Retaining walls are shown to eliminate and reduce stream impacts. Several stormwrater control measures are proposed and will be required to control on -site runoff. Stormwater entering the school site from the east property (off -site) will need to bypass the school's stormwater control measures. An existing water main is located along Strickland Road. The domestic water and fire protection for the new school will be served by this water line. A flow test has been performed on this water line and will be used properly design the on -site and building water system. An existing public sanitary sewer line runs through the property. This existing sanitary sewer line will need to be re-routed through the site to accommodate the newsite design. Tree Conservations Areas (TCA) are provided along Strickland Road, the west boundary line and a portion of the south boundary line. These areas are a requirement of the UDO. Construction will be performed by standard commercial construction equipment. No specialized equipment not regularly seen on commercial projects is anticipated. 4j. Please upload project drawings for the proposed project. Site Plans.pdf 120.92MB 5. Jurisdictional Determinations 5a. Have the wetlands or streams been delineated on the property or proposed impact areas?* r Yes C No Comments: Site was delineated by S&ME in Nov. 2018 and JD was submitted on Dec. 6, 2018. Site visit was conducted 1/24/19 with Ross Sullivan of the USAGE. 5b. If the Corps made a jurisdictional determination, what type of determination was made?* f Preliminary r Approved r Not Verified r Unknown r N/A Corps AID Number: 5c. If 5a is yes, who delineated the jurisdictional areas? C Unknown Name (if known): Walter Cole Agency/Consultant Company: S&ME, Inc. Other: 5d1. Jurisdictional determination upload Final WMMS PJD Request.pdf 5.18MB 6. Future Project Plans 6a. Is this a phased project?* r Yes C No 7b. If yes, explain. The project is broken into two phases for construction purposes, but is being planned and permitted as a single and complete project. The existing middle school and vehicular operations will remain the same while the new middle school building, parking, etc. is constructed on the western (e)dsting park) portion of the site. Once newconstruction is complete, the existing middle school building, parking etc. will be demolished and the newfields and bus regional parking lot will be constructed. Temporary construction fence will be installed between the existing and new middle school to separate pedestrian activity from construction activity. Are any other NWP(s), regional general permit(s), or individual permits(s) used, or intended to be used, to authorize any part of the proposed project or related activity? No. D. Proposed Impacts Inventory 1. Impacts Summary la. Where are the impacts associated with your project? (check all that apply): W Wetlands W Streams -tributaries r Buffers r Open Waters r Pond Construction 2. Wetland Impacts a. Site #* (?) 2a1 Reason (?) 2b. Impact type * (?) 2c. Type of W.* 2d. W. name * 2e. Forested * 2f. Type of 2g. Impact Jurisdicition*(?) area* __] np�IE77 t Headwater Forest W1 No Corps 0.010 (acres) 2g. Total Temporary Wetland Impact 2g. Total Permanent Wetland Impact 0.000 0.010 2g. Total Wetland Impact 0.010 2h. Comments: The permanent wetland impact will consist of 0.01 acres of wetland being filled due to grading necessary for the stream crossing and culvert as well as installation of rip rap to serve as outlet protection and for installation of the culvert. This impact is depicted on sheet C-4. 3. Stream Impacts 3a. Reason for impact (?) 3b.lmpact type * 3c. Type of impact* 3d. S. name* 3e. Stream Type * 3f. Type of 3g. S. width * 3h. Impact ❑ (?) 11 Jurisdiction* length* S1 Road crossing 9 Permanent Culvert S1 - Impact Area 1 P Intermittent Corps P 4 30 Average (feet) (lir�rfeet) 3Y Road Crossing Permanent Rip Rap Fill S1- Impact Area 1 Intermittent Corps 4Average 40 (feet) �rfeet) S3 Road Crossing Permanent —] Culvert S1- Impact Area 2 Intermittent Corps 189 Average (feet) (linearfeet) Sq Road Crossing Permanent Rip Rap Fill S1- Impact Area 2 Intermittent Corps 4 32 Average (feet) (linearfeet) S5 Road Crossing Temporary Dewatering S1- Impact Area 2 Intermittent Corps 4 10 Average (feet) (lir�rfeet) Road Crossing 9P Permanent Culvert 1�mp-ct Area 3 Perennial Cor s Average (feet) (lir�rfeet) 37 Road Crossing Permanent Rip Rap Fill S 1 Impact Area 3 Perennial Corps 5 5 Average (feet) (linearfeet) Sg Road Crossing Temporary Dewatering S-1 Impact Area 3 Perennial Corps 5 15 Average (feet) (linearfeet) 31. Total jurisdictional ditch impact in square feet: 31. Total permanent stream impacts: 31. Total temporary stream impacts: 346 25 31. Total stream and ditch impacts: 371 3j. Comments: Impact Area #1 depicted on sheets C-3 on the attached Impact Maps will consist of the extension of an existing culvert to allowfor the construction of a baseball facility. The culvert will impact 30 linear feet of intermittent stream channel, including the start point of the intermittent stream channel. Rip rap will be added downstream of the culvert to stabilize the culvert outfall and will impact an additional 40 linear feet of stream channel. The rip rap will be buried at grade and will not result in a permanent loss of waters. Impact area #2 depicted on sheet C-4 on the attached Impact Maps will consist of the addition of a new 189-foot long 48" RCP to replace two existing culverts (one 30" RCP totaling 48 linear feet in length and one 36" RCP totaling 16 linear feet in length). Rip rap will be added downstream of the culvert to stabilize the culvert outfall and will impact an additional 32 linear feet of stream channel. The rip rap will be buried at grade and will not result in a permanent loss of waters. An additional 0.01 acres of wetland will be filled due to grading and installation of rip rap to serve as outlet protection. Ten feet of temporary stream impacts will be needed for dewatering/ coffer dam. Areas of temporary impact will be restored to similar pre -construction conditions. Impact area #3 depicted on Sheet C-5 on the attached Impact Maps will consist of the replacement of a 60-foot 42" RCP with a 50-foot 48" RCP. Rip rap will be added downstream of the culvert to stabilize the culvert outfall and will impact an additional 5 linear feet of stream channel. The rip rap will be buried at grade and will not result in a permanent loss of waters. Fifteen feet of temporary stream impacts will be needed for dewatering/ coffer dam. Areas of temporary impact will be restored to similar pre -construction conditions. E. Impact Justification and Mitigation 1. Avoidance and Minimization 1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project: Multiple meetings and conversations have been had with the USACE in determining the actual stream location, determining types of permittable impacts and associated costs. The plan utilizes existing crossings, retaining wells, and strategic citing of site elements minimizing stream impacts to the extents possible. Other regulatory requirements required that proposed design challenges are NCDOT MSTA ingress/egress and queuing requirements (+/-3,900 LF), City of Raleigh Tree Conservation Area requirements (10%of site), City of Raleigh parking spaces required (+/-300), City of Raleigh storm water control requirements (none existing on current site), City of Raleigh erosion requirement to control the 10-year storm during all phases of construction, NCDEQ erosion control requirements (phased construction), and Fire and Emergency services access requirements. 111b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques: Specific attention will be paid to ensure grading is only performed to the extent needed for the proposed project and all grading not required will be avoided. Additional impacts to the jurisdictional craters will be avoided through the use of appropriate sediment and erosion control devices within the vicinity of the waters. 2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State 2a. Does the project require Compensatory Mitigation for impacts to Waters of the U.S. or Waters of the State? r Yes r No 2b. If this project DOES NOT require Compensatory Mitigation, explain why: The project results in permanent losses of regulated waters that are less than the amounts generally required for mitigation. F. Stormwater Management and Diffuse Flow Plan (required by DWR) 1. Diffuse Flow Plan 1a. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules? r Yes r No If no, explain why: No riparian buffers are located on site per the attached NCDWR Stream Determination dated Dec 19, 2019. 2. Stormwater Management Plan 2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250?* r Yes r No 2b. Does this project meet the requirements for low density projects as defined in 15A NCAC 02H .1003(2)? r Yes r No 2c. Does this project have a stormwater management plan (SMP) reviewed and approved under a state stormwater program or state -approved local government stormwater program? r Yes r No 2d. Which of the following stormwater management program(s) apply: W Local Government r State Local Government Stormwater Programs iJ Phase II V NSW r USMP r Water Supply Please identify which local government stormwater program you are using. City of Raleigh Comments: There are no stormvrater control measures currently on site to accommodate the existing West Millbrook Middle School. As part of the site design, two dry detention basins will be constructed to treat on -site stormwater. The stormwater management plan will be reviewed and approved by the City of Raleigh. G. Supplementary Information 1. Environmental Documentation la. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land?* r Yes r No 1b. If you answered "yes" to the above, does the project require preparation of an environmental document pursuant to the requirements of the National or State (North Carolina) Environmental Policy Act (NEPA/SEPA)? * r Yes r No Comments:* The project does not meet the thresholds to require preparation of an environmental document pursuant to the requirements of the National or State Environmental Policy Act. 2. Violations (DWR Requirement) 2a. Is the site in violation of DWR Water Quality Certification Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), or DWR Surface Water or Wetland Standards or Riparian Buffer Rules (15A NCAC 2B .0200)? * r Yes r No 3. Cumulative Impacts (DWR Requirement) 3a. Will this project result in additional development, which could impact nearby downstream water quality?* r Yes r No 3b. If you answered "no," provide a short narrative description. The project is intended to replace an older structure that is currently over capacity and does not meet the needs of the current school system. The existing facilities are dated and are insufficient to meet today's standards. The project will meet these existing needs. 4. Sewage Disposal (DWR Requirement) 4a. Is sewage disposal required by DWR for this project?* r Yes r Nor NIA 4b. Describe, in detail, the treatment methods and dispositions (non -discharge or discharge) of wastewater generated from the proposed project. If the wastewater will be treated at a treatment plant, list the capacity available at that plant. The school is currently served by the City of Raleigh. This project should not increase demand significantly from existing levels and will not strain the existing City of Raleigh sewer system. 5. Endangered Species and Designated Critical Habitat (Corps Requirement) 5a. Will this project occur in or near an area with federally protected species or habitat?* r Yes r No 5b. Have you checked with the USFWS concerning Endangered Species Act impacts?* r Yes r No 5d. Is another Federal agency involved?* r Yes r No G Unknown Se. Is this a DOT project located within Division's 1-8? r Yes r No 5f. Will you cut any trees in order to conduct the work in waters of the U.S.? r Yes r No 5g. Does this project involve bridge maintenance or removal? r Yes r No 5h. Does this project involve the construction/installation of a wind turbine(s)?' r Yes r No 51. Does this project involve (1) blasting, and/or (2) other percussive activities that will be conducted by machines, such as jackhammers, mechanized pile drivers, etc.? r Yes r No 5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat? The NC Natural Heritage Program online data explorer (https://mm.ncnhp.org/data), US Fish and Wildlife Service Information for Planning and Consultation (IPaC) report. No critical habitat was identified within the site and no element occurrences of protected species have been observed within the site or within one mile of the site. Consultation Documentation Upload NCNHP Report.pdf 1.18MB IPaC Report.pdf 220.11 KB 6. Essential Fish Habitat (Corps Requirement) 6a. Will this project occur in or near an area designated as an Essential Fish Habitat?* r Yes r No 6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat?* The USFWS IPaC report and the National Marine Fisheries Service Essential Fish Habitat Mapper (hftps://vmw.habitat.noaa.gov/application/efhmapper/indexhtmi). 7. Historic or Prehistoric Cultural Resources (Corps Requirement) 7a. Will this project occur in or near an area that the state, federal or tribal governments have designated as having historic or cultural preservation status?* r Yes r No 7b. What data sources did you use to determine whether your site would impact historic or archeological resources?* The North Carolina State Historic Preservation Office web mapping tool (https://nc.maps.arcgis.con/apps/webappviever/index.htmi? id=79ea671ebdcc45639f0860257d5f5ed7). 7c. Historic or Prehistoric Information Upload SHPO.pdf 1.99MB 8. Flood Zone Designation (Corps Requirement) 8a. Will this project occur in a FEMA-designated 100-year floodplain?* r Yes r No 8c. What source(s) did you use to make the floodplain determination?* The project engineer and the FEMA firm maps 3720170800J and 3720170700J, both dated May 2, 2006. The FEMA firmette is attached. Miscellaneous Comments Miscellaneous attachments not previously requested. NCDWR Letter WMMS 8115 Strickland Road.pdf 3.29MB FEMA Firmette.pdf 387.43KB Signature PF By checking the box and signing below, I certify that: . I have given true, accurate, and complete information on this form; • I agree that submission of this PCN form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act'); • I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act'); • I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature; AND • I intend to electronically sign and submit the PCN form. Full Name: Walter Cole Signature gUz/,cam G`'o� Date 1/15/2020