SW6121004_Admin Review_20121029

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Application Completeness Review
wY First Submittal ❑ Re -submittal Date Received
Development/Project Name: M r Jbv
Receiving stream name
River Basin: ('e,,p
12— Date Reviewed: / a J4 /:-By Bill Diuguid '
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Classification: C_
For post -construction requirements, a program will be deemed compliant for the areas where it is
implementing any of the following programs: WS-I, WS-Il, WS-III, WS-IV, HQW, ORW, Neuse River Basin
NSW, Tar -Pamlico River Basin NSW, and the Randleman Lake Water Supply Watershed Nutrient
Management Strateay.
High Density Projects that require a 401/404 within an NSW require 85% TSS, 30% TN and 30% TP removal.
T&E Species (Goose Creek, Waxhaw Creek or Six Mile Creek Water Sheds): Al 1A
Latitude and Longitude: 35 /T Z3. zo-78 :QB Jurisdiction
Project Address: O oA-4 Awd 'P,4. JC04d 6 z 7401
Engineer name and firm: -I-oAa , lr n... K,' &&g � ,>
Phone: .52 7 Z Email: ;��� _ .fa„�� !� /(.�,An, 4-'N.J . c.m
Is the project confirmed to be in the State MSI Stormwater Permit jurisdiction? es or ❑ No
❑ Low Density (no curb and gutter) ❑ Low Density with curb and gutter outlets Gk gh Density ❑ Other
—9--401/404 impacts to surface waters, wetlands, and buffers (add language to cover letter and/or add info letter)
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Check for $505.00 included
riginal signature (not photocopy) on application
Legal signature (Corporation-VP/higher, Partnership -General Partner/higher, LLC-member/manager, Agent).
Check spelling, capitalization, punctuation: http://www.secretary.state.nc.us/corporations/thepage,aspx
If an agent signs the application, a signed letter of authorization from the applicant must be provided which
includes the name, title, mailing address and phone number of the person signing the letter.
❑ or subdivided projects, a signed and notarized deed restriction statement
healed, signed & dated calculations r,Y Correct supplement and O&M provided for each BMP on site (check all that were provided & number of each)
❑ Bioretention
❑ Dry Detention Basin
❑ Filter Strip
❑ rass Swale
Infiltration BasinCZ)
u Infiltration Trench
❑ Level Spreader
❑ Permeable Pavement
❑ Restored Riparian Buffer
❑ Rooftop Runoff Management
❑ Sand Filter
❑ Stormwater Wetland
❑ Wet Detention Basin
❑ Low Density
❑ Curb Outlet
❑ Off -Site
❑ NCDOT Linear Road
r Two sets of sealed, signed & dated layout & finish grading plans with appropriate details
Narrative Description of stormwater management provided
Soils report, geotech information provided
--- Wetlands delineated or a note on the plans or in the accompanying documents that none exist on site and/or
adjacent property
c✓// Details for the roads, parking area, cul-de-sac radii, sidewalk widths, curb and gutter-,
Dimensions & slopes provided
Drainage areas delineated ❑ Pervious and impervious reported for each ❑ Areas of high density
bMP operation and maintenance agreements provided
Application complete, ❑ Application Incomplete Returned: (Date)
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May 5, 2011 Revision, Bill Diuguid 0eChV xd &-f- -S-tr(,ikoJ&
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Aiovember 30, 2012
Page 2 of 2
Comments from Preliminary Review:
Need letter from LLC, authorizing James M. Kurtz as the signatory, as he is not
listed on the NC Secretary of State corporation form as a member/manager.
Response: The letter of consent from McDonald's USA, LLC is attached with this resubmittal
package.
2. Some sort of pretreatment must be provided for all infiltration devices. See BMP
Design Manual Chapter 16, Major Design Element, number 20, page 16-2, also see
site plan map sheet C-5.1.
Response: Sumps have been added to the bottom of catch basins adjacent to infiltration devices.
These sumps will provide pre-treatment for the infiltration devices.
3. Question: Are you asking for credit from the permeable pavement shown on the site
plan? It does not appear that you are. Such credit is not available due to the
compacted subgrade, see BMP Design Manuel Chapter 18, Major Design Elements,
number 12, page 18-3, also see site plan map sheet C-7.0, Vehicular Permeable
Paver Section.
Response: No, we are not asking for credit from the permeable pavement shown on the site plan.