SW1090301_HISTORICAL FILE_20110930

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW `O9O3D�
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
I� HISTORICAL FILE
DOC DATE
YYYYMMDD

North Carolina Secretary of State
Page I of 2
North Carolina
Elaine F. Marshall D EPARTM ENT OF THE
Secretary SECRETARYOF STATE
PO Box 29622 Ralokjh, NC 27628-0622 [phone]
Date: 9/30/2011
Click here to:
View Document Filings I Sign Up for E-Notifications
J Pre -populated Annual Report Fillable PDF Form I File an Annual Report I
Corporation Names
Name
Name Type
NC GOULD
LEGAL
PROPERTIES, LLC
Limited Liability Company Information
S OSI D:
0879618
Status:
Current -Active
Effective Date:
11/30/2006
Dissolution Date:
Annual Report Due
Date:
Citizenship:
DOMESTIC
State of Inc.:
NC
Duration:
PERPETUAL
Annual Report Status:
CURRENT
Registered Agent
Agent Name: GOULD, JOHN B.
Office Address: 207 ESTATE DRIVE
HENDERSONVILLE NC 28739
Mailing Address: P. 0. BOX 1005
HENDERSONVILLE NC 28793
Principal Office
Office Address: 207 ESTATE DRIVE
HENDERSONVILLE NC 28739
Mailing Address: P. O. BOX 1005
HENDERSONVILLE NC 28793
Officers
Title: MANAGER
Name: JOHN B GOULD
Business Address: 207 ESTATE DRIVE
HENDERSONVILLE NC 28739
Title: MEMBER
Name: ELIZABETH S. GOULD
Business Address: 207 ESTATE DRIVE
HENDERSONVILLE NC 28739
Title: MEMBER
Name: ANNA E. GOULD
http://www,secretary,state.ne.us/corporations/Corp.aspx?Pitemld=8105276 9/30/2011

North Carolina Secretary of State
Page 2 of 2
Business Address:
Title:
Name:
Business Address:
1011 ST. MARY'S ST,
RALEIGH NC 27605
MEMBER
MARK S. GOULD
207 ESTATE DRIVE
HENDERSONVILLE NC 28739
This website is provided to the public as a part of the Secretary of State Knowledge Base (SOSKB) system. Version:
1042
http:Hwww.secretary.state.nc.us/corporations/Corp.aspx?Pitemld=8105276 9/30/2011

5 �,.d'_ CAS
State Stormwater Inspection Report
General
Project Name: CA-., o rJ '3
Permit No: SW
Expiration Date:
Contact Person:
i'hone Number:
Inspection 'hype:
Inspection Date:
NZ
Time In:
Time Out: 2, : ja P—
Current Weather: � ;� I it.t om
Recent Rain (Date)?
Rain -- in
Location
Facility Address / Location:
City: Zip: County: Lat: 0 1"N Long: - 0 "W
Permit Information
Rule Subject to (circle one): 1988 Coastal Rule 1995 Coastal Rule 2008 Coastal Rule Session Law 2006-246
Goose Creek High Quality Waters Outstanding Resource Waters
Density (circle one): High (FID Low (LD)
Stormwater Best Management Practices (BMPs) (insert number of each):
Wet Ponds Infiltration Basins [nfiltration "Trenches
Dry Ponds Bioretention Permeable Pavement
Cistern Level Spreader/Fitter Strip Other (specify):
File Review
LD Swales Stormwater Wetlands
Sand filters (circle one) Open Closcd
Yes No NIA NIE
1. Is the permit active?
2. Signed Engineer's Certification on file?
3. Si Lned Operation and Maintenance agreement on file?
4. Recorded Deed Restrictions on file?
Site Visit- Built Unon Area IRUA1 Yes No NIA NIE
5. BUA is constructed and consistent with the permit requirements?
6. BUA aspermitted) is graded such that the runoff drains to the system? hi h density only)
7. Drainage area is consistent withpermit? i.e. no un ermitted drainage to the SW BMPs
8. Drainage area is stabilized? to reduce risk of sedimentation to the SW BMPs
Site Visit- Stormwater RMPs
1'r__�► G=►1►_W.11'
9, Stormwater BMPs are located per the approved -plans?
10, Stormwater BMPs have dimensions (e . length, width, area) matching the approvedplans?
11. Stormwater BMPs are constructed per the approvedplans?
Site Visit- Oneration and Maintenance Yes No NIA NIE
12, Access points to the site are clear and well maintained?
13. 'Trash has been removed as needed?
14. Excessive landscape debris (grass clippings, leaves, etc) is controlled?
15. Stormwater BMPs being operated and maintained as per the permit requirements?
16. Inspection and Maintenance records are available for inspection? (hi h density only,. 1995 —.present only)
Site Visit: Other Permit Conditions Yes No NIA NIE
17. Is the site compliant with other conditions of thepermit?
Site Visit: Other Water Quality Issues Yes No NIA NIE
18. Is the site compliant with other water quality issues as noted during the inspection?
State Slornnvater Inspection Report, Version 3.0 Page I of 2

State Stormwater Inspection Report
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Inspection Pictures (some of the pictures taken during the site visit)
Compliance Status o
Letter Sent (cift!e one): Yes
Date Sent
Inspector Name and Signature:
Compliant ❑ Non -Compliant
No Letter type: CEl NOV NOVRE Other
Reference Number:
Date:
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State Stormwater Inspection Report, Version 3.0 Page 2 of 2

Henderson County, NC Detailed Parcel Polygons Report Friday, September 30, 2011
All information or data provided (whether
subscribed, purchased or otherwise
distributed) is provided as is, without any
warranties, including the warranties of
merchantability or of fitness for a
particular purpose. Henderson County and
its employees make no warranties or
guarantees, either express or implied. Use
of the information or data subscribed,
purchased or otherwise distributed,
whether in hard copy or digital media,
shall be at the user's own risk.
Henderson County
Government
Geographic Information
Systems (GIS)
200 North Grove Street
Hendersonville, NC 28792
P - 828-698-5124
F- 828-698-5122
._ ___- - ------------�-•----� _A._ arce normation ___.__...�
PIN: 9577758714 Parcel Number: 9963175
AV q-
S
Listed To:
GOULD PROPERTIES LLC
Jurisdiction:
Physical Address:
203 W KING ST
Fire District:
BLUE RIDGE FIRE
Deed:
1349/694
County Zoning:
I,R1
Date Recorded:
02/07/2008
Elementary School
HILLANDALE
District:
Mailing Address:
PO BOX 1005
Middle School District:
FLAT ROCK MIDDLE
Mailing City, State, Zip
Code:
HENDERSONVLLE, NC 28793
High School Distrcit:
EAST HIGH
Property Description:
Lot # TALL OAKS MHP
Soils:
Tate fine sandy loam, 2 to 7
percent slopes
Map Sheet:
9577.12
Voting Precinct:
Armory
Neighborhood:
EAST FLAT ROCK ZONED
Commissioner District:
1
Township:
Hendersonville
Assessed Acreage:
15.5400
Revenue Stamps:
2000
Building Value:
$1,667,600.00
Agricultural District:
Land Value:
$214,700.00
Total Value:
$1,882,300.00

AiA.
MCDENR
North Carolina. Department of Environment -an d-Natural_Resources
Division of Water Quality
1 i I " 1
Beverly Eaves Perdue Coleen H. Sullins I �� rE=—� Dee Freeman
Governor Director R
Secreta
� APR 2 4 2009 1.. ry
April 22, 2009_ _—
WA i Ef=i f? 1F.t.l','Y S-%T:0N,
Mr. Mike Anderson, P.E. -
Mike Anderson Engineering, PA
206 E. Chestnut St. Suite C
Asheville, NC 28801
Subject: Phase II Post -Construction Add Information Letter #1
Permit SW1090301
Cason Building Supply
Henderson County
Dear Mr. Anderson:
The Division of Water Quality Central Office received a Stormwater Management Permit
Application for the subject project on March 31, 2009. A preliminary review of that
information has determined that the application is not complete. The following information is
needed to continue the stormwater review. Please address the following points:
Calculations & Supplement forms:
• Please provide 2 copies of signed and sealed copies of supplements and calculations
• Please submit supplement sheet 3.
• Please provide calculations for underdrain flow rate (Q) and sizing calculations.
• Please provide a rational coefficient, c, for each sub -drainage area.
• Provide calculations for the drawdown rate for the ponded volume and 2' below soil
media.
• Please enter a Planting Plan on supplement sheet 1.
• Make volumes provided match on supplement sheets for SA, ponding depth and
treatment volume provided. Please also make these match calculation sheets.
• Bioretention cell #5 calculations and supplement form:
• Calculate 115% volume correctly.
• Please make ponding depth and calculations consistent to either a depth of 1
feet or 0.75 feet.
• Please describe how velocity was known to be 1 ftls entering the cells and a
description of the design you used to create the pre-treatment in the narrative.
• In the break -down of subdrainage areas, please include a column for the totals of built
upon area, on -site area, and total area for the site as a whole — including buildings,
streets, parking, and sidewalks.
• Please provide a table detailing the size of rip -rap, rip -rap aprons length and width of
piped outlets. Please also include the rip rap sizing chart and calculations in your
calculations booklet,
• Please add a swale detail table with swale dimensions (width, longitudinal slope, side
slope, depth etc.) in the details sheet of plans.
wetlands and Stormwater Branch
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Location: 512 N. Salisbury St. Raleigh, North Carolina 27604
Phone: 91 M07.6300 l FAX: [phone] Customer Service: 1-877-623-6748
Internet: www.ncwalerquality.org
An Eoual OcnWunily 1 AKrmaiive Acton Emolover
1
North Carolina
;Uffrallil

Mr. Mike Anderson, P.E.
SW1090301 Phase II Post -Construction Add Information Letter #1
Cason Building Supply
0', •r
SWU-101 Permit Application:
• Please mark "High density" instead of general permit
• Please fix lat/long for site location.
• Please fill out total project areas in section III 8 (as well as attaching the sub -drainage
areas that you already included).
• As there are several sections here that must be changed please submit an original
signature.
Soil Site Evaluation Sheet:
• Please include a statement about SHWT From soil scientists stating where they think
SHWT is or if they did not hit it and how deep they went down to.
Plans:
Please include a table on detailed plan sheet with table to tell details,of BR cells in
plans with:
o Side slope
o Length and width or approx radius
o # underdrains
o Size pipe of underdrains and type of pipe
o # of cleanouts
o Grass or plants
o # and type of plants
o Depth
o Any other pertinent dimensions or details of each Bioretention Cell.
In details show planting plan and detail any
o Staking of trees — side view and planting
o Please include a note in your planting plan for grassed cells that cells must be
sodded not seeded.
o Please spec hardwood mulch for BR cell #1.
o Please follow plant spacing guidelines for bioretention cells in our BMP manual.
o Please verify the use of the DENR DWQ plant list for bioretention cells.
Please note that this request for additional information is in response to a preliminary review.
The requested information should be received by this Office prior to Friday, May 22"d, 2009,
or the application will be returned as incomplete. The return of a project will necessitate
resubmittal of all required items, including the application fee.
If you need additional time to submit the information, please mail or fax your request for a
time extension to the Division at the address and fax number at the bottom of this letter. The
request must indicate the date by which you expect to submit the required information. The
Division is allowed 90 days from the receipt of a completed application to issue the permit.
Please reference the State assigned project number on all correspondence. Any original
documents that need to be revised have been sent to the engineer or agent. All original
documents must be returned or new originals must be provided (no copies).

Mr. Mike Anderson, P.E.
SW1090301 Phase II Post -Construction Add Information Letter #1
"�� Cason Building Supply
The requested information should be submitted to:
Jennifer Jones
Department of Environment and Natural Resources
Division of Water Quality
Stormwater Permitting Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
If you have any please contact Jennifer Jones at [phone] or [e-mail]
Sincerely,
Jennifer M. Jones
Environmental Engineer
Stormwater Permitting Unit
cc: Asheville Regional Office, Roger Edwards, Susan Wilson
Mr. Chip Gould, Gould Properties, LLC, P.O. Box 1005, Hendersonville, NC 28793
DWQ Central Files
Stormwater Permitting Unit Files

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Coleen H. Sullins
Beverly Eaves Perdue Director Dee Freeman
Governor Secretary .
October 4, 2011
Mr. John Gould, Registered Agent
Gould Properties, LLC
Cason Building Supply - Hendersonville
P.O. Box 1005
Hendersonville, NC 28793
SUBJECT: NOTICE OF VIOLATION
Cason Building Supply (Hendersonville) - Inspection
DWQ Permit Number: SW 1090301
NOV-2011-PC-0548
Henderson County
Response deadline: November 4, 2011
Dear Mr. Gould:
On September 20, 2011, Susan A. Wilson, from the Asheville Regional Office of the Division of
Water Quality (DWQ), conducted a site inspection regarding stormwater controls for Cason
Building Supply - Hendersonville. Tim Fox with Henderson County Erosion Control was also
present during the inspection.
Several violations of the subject stormwater permit (S W 1090301) were noted during the inspection
and file review, which are detailed in the inspection report and summary pages attached to this
letter.
REQUIRED RESPONSE
This Office requests that you respond in writing by October 3, 2011. Your response should be sent
to the attention of Susan A. Wilson, Division of Water Quality, 2090 US Highway 70, Swannanoa,
NC 28778 and should address the concerns noted in the inspection document.
Your original consulting engineer has also been copied with this letter. You should discuss the
outstanding items with him prior responding to this Notice of Violation.
SURFACE WATER PROTECTION SECTION—ASHEVILLE REGIONAL OFFICE One
Location: 2090 U.S. Kghway 70, Swannanoa, North Carolina 28778 NorthCarolina
Phone: [phone]M FAX: [phone] Customer Service: 1-877-623-6748 �aturallr�
Internet: www.nmaterquallty.org
An Equal Opportunity 1 Affirmative Action Employer

Ms. Gould
October 4, 2011
Page 2 of 2
Thank you for your attention to this matter. Although violations of the permit were noted during
the inspection, no adverse impacts to surface waters were noted. However, should proper
operation and maintenance not be followed, and should the other issues noted in the report not be
addressed, it is likely that the stormwater controls will not work properly in the future. In addition,
the direct outlet from the eastern side parking area must be eliminated/re-routed.
Should you have any questions regarding these matters or wish to meet on -site, please contact Ms.
Wilson at [phone].
Sincerely,
Keith Haynes, cting Regional Supervisor
Surface Water Protection Section
Asheville Regional Office
Enc: Inspection Report
cc: ARO File Copy
Mike Anderson, P.E., 206 E. Chestnut St., Suite C, Asheville, NC 28801
Henderson County Planning, Tim Pox {e-copy}
ti;„51i'1'�I ICi1(ICi'M1E11S1OrN451Etcr15-tit Ete Storm +r,tte3:1<,:elcnn.ExE f� Suj)p1y\N0N .('allon BU, 8W.9 201 Ldoe
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Compliance Inspection Report
Permit: SW1090301 Effective: 12/08/09 Expiration: 12/08/19 Owner: Gould Properties LLC
Project: Cason Building Supply
County: Henderson King St
Region: Asheville
Contact Person: Mike Anderson Title:
Directions to Project:
Type of Project: State Stormwater - General Permit
Drain Areas: 1 - (Dye Branch) (04-03-02) ( C)
On -Site Representative(s):
Related Permits:
Inspection Date: 09/20/2011 Entry Time: 02:37 PM
Primary Inspector: Susan A Wilson
Secondary lnspector(s):
Reason for Inspection: Routine
Permit Inspection Type: State Stormwater
Facility Status: ❑ Compliant ■ Not Compliant
Question Areas:
0 State Stormwater
(See attachment summary)
Hendersonvile NC 28793
Phone: [phone]
Exit Time: 03:50 PM
Phone: [phone]
Inspection Type: Compliance Evaluation
Page: 1

Permit: 5WI090301 Owner - Project: Gould Properties LLC
Inspection Date: 09/20/2011 Inspection Type: Compliance Evaluation Reason for Visit: Routine
Inspection Summary:
Susan Wilson (DWQ1AR0) and Tim Fox (Henderson County Erosion Control) inspected the site on September 20, 2011.
The site is essentially not built as designed (and this office has no record of Engineer's Certification - the engineer will be
copied with the inspection letter). It also appears that there has been no consistent maintenance of the BMPs. Sediment
is in some basins - which may compromise their treatment capability. Some basins are eroding on the side slopes (as
they are too steep) and some of the inlets/outlets are eroding.
There are no immediate impacts to surface waters from this site. However, the direct outlet from the eastern side parking
lot needs to be directed to a BMP.
Page: 2

Permit: SW1090301 Owner - Project: Gould Properties LLC
Inspection Date: 09120/2011 Inspection Type: Compliance Evaluation
File Review
Is the permit active?
Signed copy of the Engineer's certification is in the file?
Signed copy of the Operation & Maintenance Agreement is in the file?
Copy of the recorded deed restrictions is in the file?
Comment: ARO has no signed Engineer's Certification on file,
Built Upon Area
Is the site BUA constructed as per the permit and approval plans?
Is the drainage area as per the permit and approved plans?
Is the BUA (as permitted) graded such that the runoff drains to the system?
Comment: The BUA looks fairly consistent with the plans, however one BMP is
missing and there is a drainage outlet from the eastern parking area directly to a
roadside drainage Swale.
SW Measures
Are the SW measures constructed as per the approved plans?
Are the inlets located per the approved plans?
Are the outlet structures located per the approved plans?
Comment: There is one BMP that does not appear to have been built (BMP#2, as
designed); it appears that BMP#3 is in its place (and there is no BMP for drainage
area #3).
For the structures in place, the inlets/outlets appear predominantly as designed,
Reason for Visit: Routine
Yes No NA NE
■ ❑ ❑ ❑
❑ MOD
❑ ■ ❑ ❑
Yes No NA NE
❑ ■ ❑ ❑
■ ❑ ❑ ❑
■ ❑ ❑ ❑
Operation and Maintenance
Yes
No NA
NE
Are the SW measures being maintained and operated as per the permit requirements?
❑
■ ❑
❑
Are the SW BMP inspection and maintenance records complete and available for review or provided to t?WQ
❑
❑ ❑
■
upon request?
Comment: None of the BMPs are being operated and maintained properly,
Other Permit Conditions
Yes
No NA
NE
Is the site compliant with other conditions of the permit?
❑
■ ❑
❑
Comment: There should be no direct conveyances from impervious surfaces (and the
outlet from the parking lot is causing erosion in the street drainage Swale).
Other WO Issues Yes No NA NE
Is the site compliant with other water quality issues as noted during the inspection? ■ ❑ ❑ ❑
Page: 3

Permit: SW1090301 Owner - Project: Gould Properties LLC
Inspection Date: 09/20/2011 Inspection Type: Compliance Evaluation Reason for Visit: Routine
Comment: There did not appear to be any obvious adverse impacts to surface
waters. Cason Building is fairly confined with no direct access to surface waters.
However, if not properly operated and maintained, the cumulative effects to the
stormwater drainage swales may eventually affect surface waters.
Page: 4

CHAMBERS SOIL CONSULTING, INC.
Date: 1 1 08
County: Henderson
Sheet Number. 1
Soil /Site Evaluation
Owner/Agent: Gould Properties,LLC Water Supply: Private Well(s) Community Well(s) Municipal x
Proposed Facilities: Drainage Retention Ponds Evaluation Method: Auger Boring x Pit Cut
Location- lames Street / West King Street. off of Hwv 176 -East Flat Rock
Profile #
Landscape
Position
Slope
%
Horizon
Depth Inches
Todure
Srrucnire
Consistence
Mineralogy
Mottle
Color
Matrix Color
Other Profile Factors
Disturbed Fill
0-12
USL
Fi
ss, sp, SE
10YR 4/2
Wet —Condition
Auger
Disturbed
BC
12-17
SCL
B
Fr
ss, sp, SE
5YR 5/6
Soil Depth
Boring
Cut/Fill
4%
CB/BC
17-24
SUSCL
M-B
Fr
ss, sp, SE
5YR 5/8
Resrictwe l loriw
1-1
BC
24-28
CL
B
Fr
ss, p, SE
5YR 516
Profile Qmificatian:
C
28-46
SULS
M
Fr
NE
MCS
LTAR: 0.4 ons/da /ft1
A/6
0-12
L/CL
B
Fr
ss, sp, SE
Wetnm Condition
Disturbed
C
12-32
IS
M
Fr
NE
MCS
Soil Depth:
1-2
Cut/Fill
C
32-48
f-SL
M
Fr
NE
MCS
Reuiciiveliorizon
In existing
White
Quartz vein
Profile CL"ification:
Basin
t.TAR: 0.6 ons/da /ftr
Disturbed
Stacked Fill
0-83
-CL
-
Fr-Fi
ss, sp, SE
Wetrtm condition
Disturbed
B
83-94
CL-C
B-M
Fr-Fi
s, , SE
5YR 5/6
Sail Depth:
1-3
Cut/Fill
BC
94-99
CL
B-M
Fr-Fi
ss, p, SE
5YR 518
Restrictive Horizon
In existing
BC
99-105
v r- uartz SCL
B-M
Fr
ss, sp, SE
5YR 5/9
Profile C7acrification:
Basin
LTAR: 0.2 ons/da /ftr
Disturbed
Stacked Fill
0-72
-CL
Fr-Fi
ss, sp. SE
Weis Condition
Disturbed
C
72-85
IS
M
Fr
NE
MCS
Soil Depth:
1-4
Cut/Fill
2%
CB
85-96
f-SL
M
Fr
NE
MCS
Restrictive Hotizan
C
96-108
LS
M
Fr
NE
MCS
Profile ctucification
LTAR: 0.2 ons/da /ftr
Gravel
0-6
Wettest Condition
Disturbed
Disturbed Fill
6-20
CL/C
Fi
ss, sp, SE
Soil Depth:
1-5
Cut/Fill
2%
B
20-32
CL
B-M
Fr-Fi
s, P, SE
5YR 5/6
Restrictive llorimn
Parking/
BC
32-40
CUSCL
B-M
Fr-Fi
ss. p, SE
5YR 518
Profile Clauification:
Drive area
I
LTAR. 0.2 ons/da /ft'
Comments: GPS BORING COORDINATES: 1-1 N 35' 17' 03.8" / W 082' 25' 31.0" , 1-2 N 35' l7' 03.8" / W 082' 25' 31.5" , 1-3 N 35' 17'
01.5" / W 082' 25' 28.8" , 1-4 N 35' 17' 01.5" / W 082° 25' 28.9" , 1-5 N 35' 17' 01.6" / W 082' 25' 32.8" ( Approximate elevations in range of
2,190' to 2,220')

CHAMBERS SOIL CONSULTING, 1NC.
Date: 12/1/08
County: Henderson
Sheet Number: Z
Soil /Site Evaluation
Owner/Agent: Gould Properties, LLC Water Supply: Private Wells) Community Well(s) Municipal x
Proposed Facilities: Drainage Retention Ponds Evaluation Method: Auger Boring x Pit Cut
Location: lames Street / West Kina Street, off of Hwv 176 —East Flat Rock
Profile #
landscape
Position
Slope
%
Horizon
Depth Inches
Texture
Structure
Consistence
Mineralogy
Mottle
Color
Mauix color
other Profile Factors
Disturbed
Washed in - Fill
0-36
r-SCL
Fr
ss, s , SE
IOYR6/4
lOYR 4/2
Wetness Condition
Auger
Cut/Fill
soil Depth
Rortng.
Existing
-
Rntrictire Horimn
2-1
Basin
Profile Classificanon:
LTAR: 0.3 allons/da !ft'
Washed in - Fill
0-40
Sr-SCL
Fr
ss, s , SE
10YR6/3
10YR 412
Wemas Condition
Disturbed
Sail Depth
2-2
Cut/Fill
Restrictive Horimn
In existing
Profiie Classification:
Basin
LTAR: 0.3 ns/da /ft t
Fill
0-12
L/CL
Fi
ss, p, SE
Wetness Condition
Disturbed
Fill
12-28
CL
B
Fi
ss, p, SE
5YR 5/6
snit Depth
2-3
Cut/Fill
4%
BC/CB
28-44
L/SL
B
Fr-Fi
ss, s , SE
5YR 5/8
Restrictive Horimn
C
44-50
SL
M
Fr
s , SE
MCS
Profile Clusification:
LTAR: 0.3 allons/da /ft2
A
0-6
SL
Gr
VFr
s , SE
Wetness Condition
Linear
Bt
6-20
CL
SBK
Fr
ss, p. SE
5YR 5/6
soil DePlh
2-4
Sideslope
4%
BC
20-31
SCL
SBK
Fr
ss, s , SE
5YR 518
Restrictive Horizon
CB
31-44
SUSCL
M-B
Fr
s ,sE
ly[CS
Profile Clusifocatioa
LTAR: 0.4 ns/da /ft'
A
0-2
SL
Gr
VFr
5 ,SE
Wetness Condition
Linear
Bt
2-26
SCL
SBK
Fr
ss. P. SE
5YR 5/6
soil Depth
2-5
Sideslope
34%
BC
26-34
SCL
SBK
Fr
ss, s , SE
5YR 5/6
Restrictive Horimn
Profile Classification:
LTAR: 0.4 allons/da /ft'
Washed in - Fill
0-36
r-SCL
Fr
ss, s , SE
10YR613
10YR 4/2
Welneu Condition
Disturbed
soil Depth
2-6
Cut/Fill
Resaictive Horizon
In existing
Profile Clusificavon:
Basin
LTAR: 0.3 ns/da /I't'
Comments: GPS BORING COORDINATES: 2-1 N 35' 16' 55.5" / W 082' 25' 33.6" , 2-2 N 35' 16' 55.5" / W 082' 25' 33.8" , 2-3 N 35' IT
02.4" / W 082' 25' 29.7" , 2-4 N 35' IT 03.6" / W 082" 25' 30.4" , 2-5 N 35' 17' 03.3" / W 082' 25' 34.1" , 2-6 N 35' 17' 02.2" / W 082' 25'
36.6" ( Approximate elevations in range of 2,190' to 2,220')

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IN
CASON BUILDING SJPPLY

Flo PLr� C6_'�
State Stormwater Inspection Report
General
Project Name:
Permit No: SW
Expiration Date:
Contact Person:
Phone Number:
Inspection Type:
Inspection Date:
Time In:
Time Out:
Current Weather:
Recent Rain (Date)?
Rain — in
Location
Facility Address 1 Location:
City: ,Zip: County: Lat: 1" N Long: - 1"W
Permit Information
Rule Subject to (circle one): 1988 Coastal Rule 1995 Coastal Rule 2008 Coastal Rule Session Law 2006-246
Goose Creek High Quality Waters Outstanding Resource Waters
Density (circle one): High (FID) Low (LD)
Stormwater Best Management Practices (BMPs) (insert number of each):
Wet Ponds Infiltration Basins Infiltration "Trenches
Dry Ponds Bioretention Permeable Pavement
Cistern Level Spreader/Filter Strip Other (specify):
File Review
LD Swales Stormwater Wetlands
Sand filters (circle one) Open Closed
Yes No NIA NIE
1. Is the permit active?
2. Signed Engineer's Certification on file?
3. Signed Operation and Maintenance agreement on file?
4. Recorded Deed Restrictions on file?
Site Visit: Built Unon Area fBUAt Yes No NIA NIE
5. BUA is constructed and consistent with the permit requirements?
6. BUA aspermitted) is graded such that the runoff drains to the system? (high densit on]
7. Drainage area is consistent withpermit? i.e. no un ermitted drainage to the SW BMPs
S. Drainage area is stabilized? (to reduce risk of sedimentation to the SW BMPs
Site Visit- Stnrmwater RMPS Yes No NIA NIF
9. Stormwater BMPs are located per the approvedplans?
10. Stormwater BMPs have dimensions (e . length, width, area) matching the approvedplans?
11. Stormwater BMI's are constructed per the approvedplans?
Site Visit: Operation and Maintenance Yes No N/A NIE
12. Access points to the site are clear and well maintained?
13. Trash has been removed as needed?
14. Excessive landsca c debris Grass clippings, leaves, etc) is controlled?
15. Stormwater BMPs being operated and maintained as per the permit requirements?
16. Inspection and Maintenance records are available i'or inspection? (high density only, 1995 — present only)
Site Visit: Other Permit Conditions Yes No NIA ME
17. Is the site compliant with other conditions of thepermit?
Site Visit: Other Water Quality Issues Yes No NIA NIE
18. Is the site comvliant with other water aualitv issues as noted durine the inspection?
State Storcnwater Inspection Report, Version 3,0 Page I oft

State Stormwater Inspection Report
:omments
40" Pr P� ® car a� pA� � 3�� v� t3t- n. �s S+r 74rco �r�C �•+ st �� �+ 1
Inspection Pictures (some of the pictures taken during the site visit)
Compliance Status ❑ Compliant D Non -Compliant
Letter Sent (circle one): Yes No Letter type: CEI NOV NOVRE Other
Date Sent: Reference Number:
Inspector Name and Signature:
Date:
State Stormw°ater Inspection Report, Version 10 Page 2 of 2

- -(,q -k1-1 � �40 - P P7,F
(�y

V11. Imp4kct Justifica ' nce and Minimization)
VIII.
Specific describe measures take, t,
inform 1 n related to site constraints .
finan al 'ability of the roject. The
site yout and e ain why thes
wer mini ized ce the desired
tec ques t be ollowed dun cons
avoid the proposed impacts. It ay e useful to provide
ch as topography, building ordin ce accessibility, and
licant may attach drawings of alt a ive, lower -impact
to r re not feasible. Also is uss how impacts
> was develope . If applicable, d cuss construction
a do o reduce impac Based on the roject's location
To the xtent Aossible. e crossing 11 be performed
line knd natft JegctatijXn above the high water line. Rroper erosion a)]d sedir>?]ent4ion measures
d4
DWQ - In ccord ce wit SA NCAC 2H .0500, mi 'gation m be r quired b the NC
Division of ater Q or projects involving greater t an or eq 1 to on acre of i acts to
freshwater wetlands or greater than or equal to 150 line feet f total i1 pacts to p rennial
streams.
USACE — in accordance with the Final Notice of lssu ce and Modifc tion of Nati nwide
Permits published in the Federal Register on January 15, 2 , mitigation ill be require when
necess to ensure that adverse effects to the aquatic nvironment e ITI al. actors
includ' g size and type of propos impact and et n and relative alue of the im acted
aquatic resource will be cons' red in determining a t bility of app opriate and prae icable
miti tion as proposed. Ex iples of mitigation that ay appropriate and practicable i dude,
but re not limited to: ducing the size of the oject; c 3tablishing d maintaining etland
an or upland vegetal buffers to protect ope aters suc i as streai s; and replacing I sses of
aq tic resource fu tions and values by cr ting, resto , lg, enhan ing, or preserving similar
fu ctions and value , preferable in the sam Tatershed.
If nitigation is req ired this proje , a y of the i gation p must be attache in order
f USACE or D to conside he applic tion omp ete for rocessing. Any a plication
1 eking a require Ili io or NICEEP c i rrenc shall be laced on hold as i complete.
n applicant 1 ay also choose to review the c ent gui lines fo stream restoratio in DWQ's
raft Tee ' al Guide for Stream Work in o h Carol a (see WQ website for ost current
x rsion.).
1. Pr ide a brief description of e propo ed mitigation plan The descripti should provide
a much information as po ible, incl ing, but no limite to: site locati (attach directions
dlor map, if offsite) fected stre n and river b sin, t e and amou (acreage/linear feet)
f mitigation pro 1 ed (restorati n, enhancemen , cre ion, or pre rvation), a plan view,
servation ech ism (e ., deed restrictio s, nservatio easement, etc.), and a
esc ' of the curr Re conditions and prop s metho f construction. Please attach
a separa ore s is needed.
Updated 11/1/2005
Page 10 of 14

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