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