SW6130306_HISTORICAL FILE_20130401

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT. NO.
Swya` l
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE��
y�D�
YYYYMMDD

Application Completeness Review
ra'First Submittal ❑ Re-su
Development/Project Name:
Receiving stream name _B
River Basin: Ca r� F
Date Reviewed: L} t3 By Bill Di
/9-3/—
For post -construction requirements, a program will be deemed compliant for the areas where it is
implementing any of the following programs: WS-1, WS-II, WS-III, WS-IV, HOW, ORW, Neuse River Basin
NSW, Tar -Pamlico River Basin NSW, and the Randleman Lake Water Supply Watershed Nutrient
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):
Latitude and Longitude: 35 07 /S n/ -7fi 54 21)A/
Project Address: We s f o> ,' f s y s 4 Tau R�
Engineer name and firm: A6,(; 2 C'o 4�� v /_-I3YD Znic.
Phone:206 5mail: d tol' a /L,_.A ro
V /3 fA S
Is the project confirmed to be in the State MSI Stormwater Permitju6sdiction? 23 Yes or ❑ No
❑ Low Density (no curb and gutter) ❑ Low Density with curb and gutter outlets la'Fligh Density ❑ Other
,-Er 401/404 impacts to surface waters, wetlands, and buffers (add language to cover letter, and/or add info letter)
ra"'BUA 4G a
Check for $505.00 included
/v�criginal signature (not photocopy) on application rl) ��xx��,,
H 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.
--®-.For subdivided projects, a signed and notarized deed restriction statement
ealed, signed & dated calculations
Correct supplement and O&M provided for each BMP on site (check all that were provided & number of each)
w/Bioretention ❑ Rooftop Runoff Management
❑ Dry Detention Basin ❑ Sand Filter
❑ Filter Strip ❑ Stormwater Wetland
❑/Grass Swale ❑ Wet Detention Basin
e7 Infiltration Basin r K s i vCr ❑ Low Density
❑ Infiltration Trench n ❑ Curb Outlet
❑ Level Spreader 4�/-J r .7D i ❑ Off -Site
❑ Permeable Pavement ❑ NCDOT Linear Road
❑ Restored Riparian Buffer
a' jl wo sets of sealed, signed & dated layout & finish grading plans with appropriate details
f arrative 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
Y, etails for the roads, parking area, cul-de-sac radii, sidewalk widths, curb and gutter;
/Dimensions & slopes provided
cY Drainage areas delineated ❑ Pervious and impervious reported for each ❑ Areas of high density
r�,D(V1P operation and maintenance agreements provided
m/ Application complete ❑ Application Incomplete Returned: (Date)
H
Oct 29 2012 Revision, Bill Diuguid

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Application Completeness Review
First Submittal ❑ Re -submittal
Development/Project Name: �i o,
Receiving stream name
River Basin: r n r - ...r
Reviewed: Y 1 ,3 By Bill
/5-31—
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, HOW, ORW, Neuse River Basin
NSW, Tar -Pamlico River Basin NSW, and the Randleman Lake Water Supply Watershed Nutrient
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):
Latitude and Longitude:35 07 !� n/ —?A S9 2-1 b/
Project Address:
Engineer name and firm: Dn ✓%n Lb y !__I3 yD , .LAIC.
Is the project confirmed to be in the State MSI Stormwater Permit jurisdiction? R'Yes or ❑ No
❑ Low Density (no curb and gutter) El Low Density with curb and gutter outlets ®'Hugh Density ❑ Other
,-Et-401/404 impacts to surface waters, wetlands, and buffers (add language to cover letter and/or add info letter)
ra/BUA N-G
Check for $505.00 included
Lriginal signature (not photocopy) on application
e signature (Corporation-VP/higher, Partnership -General Partnerlhigher, LLC-member/manager, Agent).
Check spelling, capitalization, punctuation: http://www.secretary.state.nc.tis/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.
—a- For subdivided projects, a signed and notarized deed restriction statement
R� ealed, signed & dated calculations
¢ Correctsupplement and O&M provided for each BMP on site (check all that were provided & number of each)
VtsBioretention ® ❑ Rooftop Runoff Management
❑ Dry Detention Basin ❑ Sand Filter
❑ Filter Strip ❑ Stormwater Wetland
❑/Grass Swale ❑ Wet Detention Basin
of Infiltration Basin K s i vCr/l ❑ Low Density
❑ Infiltration Trench R-;d%.L ❑ Curb Outlet
❑ Level Spreader -'i /J S .& ) ❑ Off -Site
❑ Permeable Pavement ❑ NCDOT Linear Road
❑ Restored Riparian Buffer
[d'jlwo sets of sealed, signed & dated layout & finish grading plans with appropriate details
:� arrative 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
fetails for the roads, parking area, cul-de-sac radii, sidewalk widths, curb and gutter,
y✓/Dimensions & slopes provided
o' Drainage areas delineated ❑ Pervious and impervious reported for each ❑ Areas of high density
6`MP operation and maintenance agreements provided
VApplication complete ❑ Application Incomplete Returned: (Date)
Comments v 14 &1
if.
Oct 29 2012 Revision, Bill Diuguid `

Date: March 25, 2013
Re: Stormwater Management Permit Package Contents LBYD
SOF Battalion Operations Complex
Fort Bragg, NC
Package Contents:
1. Check for $505
2. Original — SWU-101 Permit Application Form
3. Copy — SWU-101 Permit Application Form
4. Required Items Checklist
5. Signed and Executed O&M Agreements (DAs/BMPs 1 and 2)
6. Stormwater Management Plan and Computations (Contains Supplemental Forms,
supporting calculations, soils report, etc.)
7. 2 sets of full-sized sets of construction drawings
If you need additional information, or have any questions, please contact me
([e-mail]: 205-488-0208)
Thanks,
r
Les Kearley, PE
LBYD, Inc. - 716 South 30" Sheet -
Birmingharn AtloNo
&irnncyiam. Adbama 35233
Huntsville
@[No
MAR 2 7 2013

Permit No:
(to be assigned by DWO)
III. REQUIRED ITEMS CHECKLIST - -
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. It the applicant has designated an agent, the agent may initial below. If a
requirement h s not been met, attach justification.
Paget Plan
Initials
Sheet No.
C6 /'i''
1. Plans (1' - 50' or larger) of the entire site showing:
Cer/O/
- Design at ultimate build -out,
6 &/0-
Off -site drainage (it applicable),
6-10 3
- Delineated drainage basins (include Rational C coefficient per basin),
- Cell dimensions,
- Pretreatment system,
- High flow bypass system,
- Maintenance access, '
- Recorded drainage easement and public right of way (ROW),
- Clean out pipe locations,
- Overflow device, and
- Boundaries of drainage easement.
MTV
e6 YO
2. Plan details (1" = 30' or larger) for the bioretention cell showing:
Cell dimensions
- Pretreatment system,
- High flow bypass system,
- Maintenance access,
- Recorded drainage easement and public right of way (ROW),
- Design at ultimate build -out,
- Off -site drainage (it applicable),
- Clean out pipe locations,
- Overflow device, and
- Boundaries of drainage easement.
- Indicate the P-Index between 10 and 30
"'f
CLL/`�
3. Section view of the bioretention cell IV = 20' or larger) showing:
LG y0/
Side slopes, 3:1 or lower
- Underdrain system (if applicable), and
- Bioretention cell layers [ground level and slope, pre-treatment, ponding depth, mulch depth, fill media
depth, washed sand, filter fabric (or choking stone if applicable), 457 stone, underdrains (if applicable),
SHWT level(s), and overflow structure]
10711
Re o^
4. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. The
results of the soils report must be verified in the field by DWO, by completing & submitting the soils
investigation request form. County soil maps are not an acceptable source of soils information. All
elevations shall be in feet mean sea level (fmsl). Results of soils tests of both the planting soil and the in
situ soil must include:
- Soil permeability,
- Soil composition (% sand, % fines, % organic), and
- P-index.
y/14 5. A detailed planting plan (1' = 20' or larger) prepared by a qualified individual showing:
t� V 5A GES ;f,d 1114,,„,l 1.odir. ., �,,, P jwf A variety of suitable species,
- Sizes, spacing and locations of plantings,
AICAFM - Total quantity of each type of plant specified,
jC$v�n w.�}S, Sak 5/o es V. if is - A planting detail,
See��a f Sti•aA en �,,,1�} Re44d 45b;p. " - The source nursery for the plants, and
:VN $ f•R - Fertilizer and watering requirements to establish vegetation.
iS' 005
Y 1-46. A construction sequence that shows how the bioretention cell will be protected from sediment until the
54,w"N/ entire drainage area is stabilized.
7. The supporting calculations (including underdrain calculations, if applicable).
A„* N-1
-ntN Nfl
&. A copy of the signed and notarized inspection and maintenance (I&M) agreement.
9. A copy of the deed restriction.
Form SW401-Bioretention-Rev.7 Part III, Page 1 of 1