SW8001009_HISTORICAL FILE_20090518

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 00\0 0q
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2009 05►8
YYYYMMDD

r
FWAA
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Colleen H. Sullins
Governor Director
May 18, 2009
Mr. Rick Blacher, Owner
Smith Creek Storage Facilities, Inc
5633 Market St.
Wilmington, NC 28405
Subject: Approved Plan Revision
Smith Creek Boat Storage
Stormwater Project No. SW8 001009
New Hanover County
Dear Mr. Blacher:
Dee Freeman
Secretary
On April 16, 2009, the Wilmington Regional Office received a plan revision for
Stormwater Management Permit Number SW8 001009. The revisions include an
additional building and wash down areas that were not previously included on the
January 10, 2005 approved plan. The future impervious allocation of 2,221 sf for this
permit is now limited to 1,324 sf. It has been determined that a formal permit
modification is not required for the proposed changes. We are forwarding you an
approved copy of the revised plans for your files. Please replace the old approved plan
sheet with the new one.
Please be aware that all terms and conditions of the permit issued on January 10,
G, 2005, remain in full force and effect. Please also understand that the approval of this
revision to the approved plans for the subject State Stormwater Permit is done on a
case -by -case basis. Any other changes to this project must be approved through
this Office prior to construction. The issuance of this plan revision does not preclude
the permittee from complying with all other applicable statutes, rules, regulations or
ordinances which may have jurisdiction over the proposed activity, and obtaining a
permit or approval prior to construction.
If you have any questions concerning this
Georgette Scott or me at [phone].
Sincer
David Cox
Environmental Senior Specialist
matter, please do not hesitate to call
GDS\dwc: S:\WQS\STORMWATER\PERMIT\001009PR.may09
cc: Charlie Cazier, P.E.
New Hanover County Building Inspections
David Cox
Wilmington Regional Office
Central Files
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405
Phone: [phone] FAX: [phone] Customer Service: 1.877-623-6748
Internet: t~.ncwaterquality.org
An Equal Opportunity 1 Affirmative Action Employer
NorthCarolina
Naturally

DWQ USE ONLY
Date Received Fee Paid Permit Number
State of North Carolina
Department of Environment and Natural Resources �y ,
Division of Water Quality C
STORMWATER MANAGEMENT PERMIT APPLICAI�AN MAM
This form may be photocopied for use as an original S
I. GENERAL INFORMATION
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
Smith Creek Storage Facilities, Inc.
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
Rick Blacher/9wflex '&- �ovA'
3. Mailing Address for person listed in item 2 above:
City:Wilmington State:NC Zip:28405
Phone: (910 ) 791-2005 Fax: (910 ) 793-1004
Em,iil:[e-mail]
4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Smith Creek Storage Facility Phase I
5. Location of Project (street address):
City:Wilmington County:New Hanover Zip:28405
6. Directions to project (from nearest major intersection):
At the intersection of NC 17 and NC 74 Travel north on 17 approximately 0.15mi and turn left on service rd.
Site will be on your right 5633 Market St. Smith Creek Storage.
7. Latitude:34° 15' 00" N Longitude:77° 51' 46" W of project
8. Contact person who can answer questions about the project:
Name:Charles D. Cazier Telephone Number: (910 ) 409-3567
Email:[e-mail]
It. PERMIT INFORMATION:
1. Specify whether project is (check one):
❑New
❑Renewal ®Modification
Form SWU-101 Version 03.27.08
Page 1 of 4

2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit numberSWB 001009 Mod and its issue date (if known)lanuary 10,2005
3. Specify the type of project (check one):
❑Low Density ®High Density ❑Redevelop ❑General Permit ❑Universal SMP ❑Other
4. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑CAMA Major ®Sedimentation/Erosion Control ❑404/401 Permit ❑NPDES Stormwater
III. PROJECT INFORMATION
I. In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing stormwater management for the project.
Wet Detention Pond
2. Stormwater runoff from this project drains to the Cape Fear River basin.
3. 'total Property Area: 3.64 acres 4. Total Wetlands Area: NA acres
5. 100' Wide Strip of Wetland Area: NA acres (not applicable if no wetlands exist on site)
6. Total Project Area**:3.64 acres 7. Project Built Upon Area:71.0 %
8. How many drainage areas does the project have?1
F]
Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below.
For high density projects, com lete the table with one drainage area for each engineered Stormwater device.
Basin Information
Drainage Area't
Drainage Area 2
Receiving Stream Name
Spring Branch
Stream Class & Index No.
C-SW
Total Drainage Area (so
3.64
On -site Drainage Area (so
3.64
Off -site Drainage Area (so
-
Existing Impervious* Area (so
Proposed Impervious*Area (so
111,930 sf
% Impervious* Area (total)
71.0
Impervious* Surface Area
Drainage Area 1
Drainage Area 2
On -site Buildings (so
41,704 sf
On -site Streets (so
On -site Parking (so
67,412 sf
On -site Sidewalks (so
1,489sf
Other on -site (sf) ._ 4, Q
1 1,324 sf
Off -site (sf)
Total (so:
1111,929sf
Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
**'total project area shall be calculated based on the current policy regarding inclusion of wetlands in the built upon area
percentage calculation. This is the area used to calculate percent project built upon area (BUA).
Form SWU-101 Version03.27.08 Page 2of4

10. Flow was the off -site impervious area listed above derived?NA
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
One of the following deed restrictions and protective covenants are required to be recorded for all subdivisions,
outparcels and future development prior to the sale of any lot. If lot sizes vary significantly, a table listing each lot
number, size and the allowable built -upon area for each lot must be provided as an attachment. Forms can be
downloaded from http:/[h2o.enr.state.nc.us/sulbmp forms.htm - deed restrictions.
Form DRPC-I
High Density Commercial Subdivisions
Form 13RPC-2
High Density Developments with Outparcels
Form DRPC-3
High Density Residential Subdivisions
Form DRPC-4
Low Density Commercial Subdivisions
Form DRPC-5
Low Density Residential Subdivisions
Form DRPC-6
Low Density Residential Subdivisions with Curb Outlets
By your signature below, you certify that the recorded deed restrictions and protective covenants for this
project shall include all the applicable items required in the above form, that the covenants will be binding
on all parties and persons claiming under them, that they will run with the land, that the required covenants
cannot be changed or deleted without concurrence from the State, and that they will be recorded prior to the
sale of any lot.
V. SUPPLEM17NT FORMS
The applicable state stormwater management permit supplement forms) listed below must be submitted for each
BMP specified for this project. Contact the Stormwater and General Permits Unit at [phone] for the status
and availability of these forms. Forms can be downloaded from http://h2o.enr.state.nc.us/sutbmp forms htm.
Form SW401-Low Density
Form SW401-Curb Outlet System
Form SW401-Off-Site System
Form SW401-Wet Detention Basin
Form SW401-Infiltration Basin
Form SW401-Infiltration Trench
Form SW401-Bioretention Cell
Form SW40"l-Level Spreader
Form SW401-Wetland
Form SW401-Grassed Swale
Form SW401-Sand Filter
Form SW401-Permeable Pavement
Low Density Supplement
Curb Outlet System Supplement
Off -Site System Supplement
Wet Detention Basin Supplement
Infiltration Basin Supplement
Underground Infiltration Trench Supplement
Bioretention Cell Supplement
Level Spreader/Filter Strip/Restored Riparian Buffer Supplement
Constructed Wetland Supplement
Grassed Swale Supplement
Sand Filter Supplement
Permeable Pavement Supplement
Form SWU-101 Version 03.27.08 Page 3 of

VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. The complete application package should be
submitted to the appropriate DWQ Office. (Appropriate office may be found by locating project on the
interactive online map at htro://h2o.enr.state.nc.us/su/msi maps.htrn)
I Please indicate that you have provided the following required information by initialing in the space provided
next to each item.
Initials
• Original and one copy of the Stormwater Management Permit Application Form oLZ
• Original and one copy of the Deed Restrictions & Protective Covenants Form (if rW.
required as per Part I V above)
• Original of the applicable Supplement Form(s) and O&M agreement(s) for each BMP l4�
• Permit application processing fee of $505 (Express: $4,000 for HD, $2,000 for LD)
payable to NCDENR %
• Calculations & detailed narrative description of stormwater treatment/ management GtX,
• Copy of any applicable soils report 1-�I�"
• Two copies of plans and specifications (sealed, signed & dated), including: (yX�
- Development/Project name
- Engineer and firm
- Legend
- North arrow
- Scale
- Revision number & date
- Mean high water line
- Dimensioned property/ project boundary
- Location map with named streets or NCSR numbers
- Original contours, proposed contours, spot elevations, finished floor elevations
- Details of roads, drainage features, collection systems, and stormwater control measures
- Wetlands delineated, or a note on plans that none exist
- Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
- Drainage areas delineated
- Vegetated buffers (where required)
VII. AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf, please complete this section. (ex. designing engineer or firm)
Designated agent (individual or
Mailing Address:
Phone: ( 1 Fax:
Email:
Vill. APPLICANT'S CERTIFICATION
1, (print or type name of person listed in General Information, item 2) Richard Blacher
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenant%will be recorded, and that the proposed project complies with the requirements of 15A
NCAC 21-1 .1 00. / )
Signature: ! ' '��— Date: l/
Form SWU-101 Version 03.27.08 Page 4 of

Casmer, Jo
From:
Casmer, Jo
Sent:
Wednesday, April 22, 2009 9:43 AM
To:
[e-mail]
Subject:
Smith Creek StorageFacilities Inc
Hey Charlie: David Cox says that a permit fee is not needed — it is being issued as a plan revision, not a
modification. 1 am putting the check in an envelope to you today so that you may return to your client.
Thanks.
Jo Casmer
Administrative Assistant IV
NC Dept. of Environment & Natural Resources
Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405
Phone: [phone]
Fax: [phone]
Please note email has changed.
Email correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties.

Intracoastal Engineering PLLC
April t6, 2009
NCDENR
Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405
Attn: David Cox
Re: Smith Creek Storage Facility Phase I
SW8 ooioo9
PN too-014
Dear Mr. Cox,
REC'D APR 16 2009
Please find enclosed (1) original Stormwater application form (SWU-iol), (1)
copy of application form, (i) stormwater narrative, (i) Fee check ($5o5.00), and (2) sets
of plans.
Please review for approval and contact us with any questions, comments or additional
information needed.
Sincerely,
Intracoastal Engineering PLLC
Chtu les D. Cazier, P.E.
By, 019 r
91 Pelican Point Rd. Wilmington, NC 28409 [phone]

04/16/09
Stormwater Narrative
Smith Creek Storage Facility Phase I
New Hanover County, NC
PN 100-014
Smith Creek Storage Facility is an existing site which received a stormwater
permit modification on January 10, 2005. The site was constructed slightly different
then the permitted set of plans. We have reviewed the site and have approximate
current impervious area numbers based on as -built survey information from Chris
Clover PLS. The Current site has 41,704 sf of Building, 67,412 sf of parking, 1,489 sf of
sidewalks/concrete, and allocation for 1,324 sf of future impervious coverage. Therefore
the total of 111,929 sf and 71% impervious coverage remains the same as the January 1o,
2005 permit.
The Smith Creek Storage Facility was permitted high density treated by a wet
detention facility. The pond has been constructed and will be verified for correct
installation prior to certification. Runoff from this site will ultimately reach Spring
Branch Classification "C-SW".
ApR
8y 1 6 ?00S

REC'Q MAR 0 B 2009
Intracoastal Engineering PLLC
March 6, 2009
NCDENK
Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405
Attn: David Cox
Re: Smith Creek Storage Facility Phase I
SW8 ooioo9
PN t00-014
Dear Mr. Cox,
In response to your November 1$th inspection report we have enclosed (2) copies
of revised plans showing the additional building not shown on permitted plans. The
building footprint is 894 sf. with only 552 sf. being new impervious area. The current
pond design can handle this additional impervious area. Are we required to obtain a
modification for this additional impervious area? We have also proposed to intercept
the previously used wash down area into a grease interceptor.. Outflow from this
interceptor will be routed to a scour hole and sheet flow into a heavily vegetated
woodland area. Roof drains have all been rerouted to the forebay of the basin.
I have noticed what I believe to be a mix up in the SW #s and inspection reports.
When referring back to the permits it seems as if the inspection report written with SW8
#0030525 should really be for permit SW8#ooioo9 and inspection report for
SW8#ooioo9 should be for SW8#030525. Please confirm this for me.
Please review for approval and contact us with any questions, comments or additional
information needed. Upon approval of these changes we work to provide certification of
the stormwater facility.
Sincerely,
Intracoastal Engineering PLLC
Charles A Cazier, E.
91 Pelican Point Rd. Wilmington, NC 28409 [phone]

Permit: SW8001009
County: New Hanover
Region: Wilmington
Compliance Inspection Report
Effective: 01/10/05 Expiration: 01/10/15 Owner: Richard Blacher Smith Creek Storage
Facilities Inc
Project: Smith Creek Storage Facility Phase I
Service Rd Sr 2650
Contact Person: Rick Blacher
Directions to Project:
Title: Owner
Type of Project: State Stormwater - HD - Detention Pond
Drain Areas: 1 - (Spring Branch) (03-06-23) ( C;Sw)
On -Site Representative(s):
Related Permits:
Inspection Date: 11/12/2008 Entry Time: 10:00 AM
Primary Inspector: David W Cox
Secondary Inspector(s):
Reason for Inspection: Complaint
Permit Inspection Type: State Stormwater
Facility Status: ❑ Compliant ■ Not Compliant
Question Areas:
State Stormwater
(See attachment summary)
Wilmington NC 28405
Phone: [phone]
Exit Time: 11:00 AM
Phone:[phone]
Inspection Type: Stormwaler
Page:t

i
• Permit: SW8001009 Owner - Project: Richard Blacher Smith Creek Storage Facilities Inc
Inspection Date: 1 W1212008 Inspection Type: Slormwater Reason for Visit: Complaint
Inspection Summary:
1. Please submit the required Engineers Certification. Upon completion of construction, prior to issuance of a Certificate of
Occupancy, and prior to operation of this permitted facility, a certification must be recieved from an appropriate designer
for the system installed certifying that the permittee specifications, and other supporting documentation.
2.Submit a revision that includes the relocated catch basins.
3.Redirect roof drains to the slormwater system in such a way that the runoff is directed to the forebay.
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: No Engineers certificate in the 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:
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: 1.Two catch basins were not located as per the approved plans. The catch
basins were located at an area that is being used as a washdown ar ea.
2. Roof drains were not directed to the stormwater system. The roof drains were
directed to a dich that runs through the property.
Operation and Maintenance
Are the SW measures being maintained and operated as per the permit requirements?
Yes No NA NE
■ ❑ ❑ ❑
❑■❑❑
❑❑■❑
DIDED
Yes No NA NE
■ ❑ ❑ ❑
■ ■ ■
■ ❑ ❑ ❑
Yes No NA NE
❑ ■ ❑ ❑
❑ ■ ❑ ❑
■ ❑ ❑ ❑
Yes No NA NE
■ ❑ ❑ ❑
Are the SW BMP inspection and maintenance records complete and available for review or provided to DWQ ❑ ❑ ❑ ■
upon request?
Comment:
Page: 2

�oF W a rF9
�i� OG
U Y
November 18, 2008
Rick Blacher, Owner
Smith Creek Storage Facilities, Inc.
5633 Market St.
Wilmington, NC 28405
NOTICE OF INSPECTION AND NON-COMPLIANCE
Smith Creek Boat Storage
Stormwater Project No. SW8 001009
New Hanover County
Dear Mr. Blacher:
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen H. Sullins Director
Division of Water Quality
Please find attached a copy of the completed form entitled "Stormwater Compliance Inspection
Report". The report summarizes the findings of a recent inspection of the project's stormwater
controls conducted on November 12, 2008 to determine compliance with Stormwater Permit
Number SW8 001009 issued on January 10, 2005.
A summary of the findings and comments are noted under Section 4 of the report. Please
inform this Office in writing before December 18, 2008, of the specific actions that will be
undertaken and the time frame required to correct the deficiencies. Failure to provide the
requested information, when required, may initiate enforcement action. If you have any
questions please contact me at the Wilmington Regional Office, telephone number (910) 796-
7318.
Sincerely„
David Cox
Senior Environmental Specialist
ENB/dwc: S:\WQS\STORMWAT\INSPECT\001009.nov08
cc: James Honeycutt, P.E., Honeycutt Engineering
Beth Wetherill, New Hanover County Engineering
Milmi ngton-Reg iona l-Office
David Cox
NotihCarolina
,Uatumlly
North Carolina Division of Water Quality 127 Cardinal Drive Extension Wilmington, NC 28405 Phone [phone] Customer Service
Wilmington Regional Office Internet: www ricwatcrouri i • or Fax [phone]
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