SW7101203_COMPLIANCE_20150417

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

Compliance Inspection Report
Permit: SW7101203 Effective: 01/26/11 Expiration: 01/26/21
Project: SECU - Murfreesboro
Owner: Slate Employees' Credit Union
County: Hertford Adress: US Hwy 158 Business
Region: Washington
City/State/Zip: Murfreesboro NC 27855
Contact Person: Patty Munns Title: Phone: [phone]
Directions to Project:
From the intersect of Beachwood Blvd (US 258) and Main St (US 158) head west. The site will be on the right.
Type of Project: State Stormwater - HD - Wetlands
Drain Areas: 1 - (Banks Branch) (03-01-02) ( C:NSW)
On -Site Representative(s):
Related Permits:
Inspection Date: 04/17/2015 Entry Time: 02:OOPM
Primary Inspector: Samir Dumpor
Secondary Inspector(s):
Reason for Inspection: Routine
Permit Inspection Type: State Stormwater
Facility Status: Compliant ❑ Not Compliant
Question Areas:
0 State Stormwater
(See attachment summary)
Exit Time: 03:OOPM
Phone: [phone]
Inspection Type: Compliance Evaluation
page: 1

Permit: SVV7101203 Owner -Project: State Employees' Credit Union
Inspection Date: 04117t2015 Inspection Type Compliance Evaluation Reason for Visit: Routine
Inspection Summary:
Project compliant
page: 2

i
Piedmont Civil Consultants, PA
STORMWATER BMP ANNUAL INSPECTION REPORT
Report Year - 2013
This inspection document shall be completed and returned to the local stormwater BMP approving authority.
1. Location Information
Project Name: State Employees Credit Union (SECU)
Location/Address: 837 W. Main Street, Murfreesboro, NC 27855
Date of Inspection: 9-18-13
2. Owner Information
Owner of Record: SECU
Telephone:
919-831-4718
Mailing Address: 1000 Wade Avenue, Raleigh, NC, 27605
Fax:
Name: Brent Lambert - Facilities Services
Email:
[e-mail]
Is owner a HOA? Yes No _X_ If yes, attach list of current officers and their contact information
3. Secondary Contact Information (If different from Owner)
Name: Dell Aycock
Telephone:
252-398-5322
Title: Branch Manager
Fax:
Mailing Address: PO Box 217
Email:
[e-mail]
Murfreesboro, NC 27855
4. Inspector Information
Company Name: Piedmont Civil Consultants, PA
Telephone:
919-819-3103
Inspector Name: William S. Needham, PE
Fax:
919-379-1458
Mailing Address: 3608-200 Davis Drive
Email:
[e-mail]
Morrisville, NC 27560
Credentials:
PE
Completed NCSU BMP Maintenance & Inspection Certification: Yes
X No
Certification No: 038
5. BMP Description and Number: (Please desienate all that a
Bioretention Areas
X Constructed Wetlands
Dry Detention Basins
Grass Swales
Level Spreaders
Wet Detention Ponds
Sand Filters
Permeable Pavement
Proprietary Devices
Other (Provide Description):
Underground Detention System
6. Attach photographs of BMP(s) to document sufficiently the current conditions of all structures and features.
Page l of 2
Piedmont Civil Consultants, PA

7. General Information for all BMPs:
Yes No N/A
X Does routine maintenance appear to be satisfactory?
X Has sediment built up in the inlet, outlet, or forebay?
X Are there signs of erosion or any denuded areas?
X Is there trash or debris that needs to be removed? (This is particularly important at outlet
structures.)
X Are algae, aquatic weeds, or invasive plants (particularly cattails) present?
X Is there evidence of cracks, separation, or alignment problems with pipes?
X Are rip -rap dissipater pads damaged, clogged with vegetation, or insufficient?
For dry detention ponds, is the basin holding water longer than 5 days after a storm event?
X Is there evidence of muskrat or beaver activity?
X Are vegetated slopes steeper than 3:1?
X Is there evidence of depressions in the soil surface over or around any pipes?
X Other problems not listed above (describe below).
8. Please describe all problems in detail: (Use additional sheets if needed)
None at this time.
9. Please describe corrective measures taken: (Use additional sheets if needed)
Please refer to the attached photographic journal for corrective measures
10. Inspector's Certification
I, William Needham, as a duly registered Professional in the State of North Carolina, hereby state that the
Stormwater BMP(s) described in this report were inspected under my responsible charge, and to the best of my
knowledge, the (BMP) device(s): (please select one of the following statements)
have deficiencies noted above and must be repaired in order to function properly and operate as designed.
X are fully functioning and operating as designed and intended as of this date.
Signature
09-18-13
Date
Page 2 of 2
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Piedmont Civil Consultants, PA

Photo shows concrete control structure near center photo. Wi
physically removed. The riser orifice was clogged with algae
now functioning properly.
read algae in this area was
has been cleaned out and
One of the stormwater inlets (from C 5103) was almost completely submerged and causing
stormwater to back up into the storm drainage system. The ponding water level has been
reduced to the designed level. Cattails were cut and removed from this area. The small plunge
pool area at this inlet has been reconstructed to prevent sediment from entering the
treatment portion of the wetland device.
State Employees Credit Union, Murfreesboro, NC
Photo Journal 9-18-13
Pagel of 5
The area shown above is no longer flooded and now capable of supporting sufficient levels of
wetland vegetation. Cattails were cut and removed from the area shown in the background
area.
Photo taken from transition point from narrow/wide sections of wetland and in the direction
of the narrowest section. Cattails and other nuisance vegetation were cut and removed from
this area to allow for more suitable wetland vegetation growth.
State Employees Credit Union, Murfreesboro, NC
Photo Journal 9-18-13
Page 2 of 5

The area shown was previously overgrown with cattails, contained an abundance of algae,
lacked sufficient quantity of wetland vegetation. These deficiencies have been corrected. The
inlet concrete Flume from the parking lot on the left and rip rap stone dissipater pad are in
good condition. The rip rap stone area was restructured to function according to plan design.
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The photo above shows the rip rap stone emergency spillway. The vegetation in the area is a
suitable type. The stone area is clean and properly sculpted. The water surface in this area
has a clean surface and free of excessive algae and/or other debris that may clog the riser
structure.
State Employees Credit Union, Murfreesboro, NC
Photo journal 9-18-13
Page 3 of 5
The photo
in the back
The trash rack on top of the structure is clear of debris.
State Employees Credit Union, Murfreesboro, NC
Photo Journal 9-18-13
Page 4 of 5
pater pad
s designed.

Landscaper's Maintenance Punch List
1. (Quarterly) Check the level of sediment accumulating in the inlet areas.
Removed sand grit, debris, trash and plant material by hand shovel at the inlet
point.
2. (Quarterly) Remove any debris, trash and collected sediment in the pipes that
blocks or slows down the flow of water into the stormwater device.
3. (Annually) Monitor areas around the riser structure to ensure that settlement
has not occurred. Settlement may be a result of soil loss and/or pipe separation.
4. (Semi -Annual) Monitor ground cover on the inside and outside pond slopes.
Bare or deteriorating areas around the ponds should be reseeded as needed to
keep area stabilized.
5. (Monthly) Make sure there are no obstructions around the riser structure or
PVC drawdown orifice.
6. (Semi -Annual) Keep the presence of cattails to a minimum as they will
compete with other wetland plant species and eventually dominate the pond.
7. (Quarterly) Make sure that the presence of algae is kept to a minimum as it
has a tendency to negatively impact wetland plant species that are required in
this device.
State Employees Credit Union, Murfreesboro, NC
Photo Journal 9.18-13
Page 5 of 5

Piedmont Civil Consultants, PA
STORMWATER BMP ANNUAL INSPECTION REPORT
Report Year - 2014
This inspection document shall be completed and returned to the local stormwater BMP approving authority.
1. Location Information
Project Name: State Employees Credit Union (SECU) Dale of Inspection: 05-19-14
Location/Address: 837 W. Main Street, Murfreesboro, NC 27855
2. Owner Information
Owner of Record: SECU
Telephone:
919-856-3348
Mailing Address: 1000 Wade Avenue, Raleigh, NC, 27605
Fax:
Name: Amanda Warren - Facilities Services
Email:
[e-mail]
Is owner a HOA? Yes— No _X_ If yes, attach list of current officers and their contact information
3. Secondary Contact Information (If different from Owner)
Name: Dell Aycock
Telephone:
252-398-5322
Title: Branch Manager
Fax:
Mailing Address: PO Box 217
Email:
[e-mail]
Murfreesboro, NC 27855
4. Inspector Information
Company Name: Piedmont Civil Consultants, PA
Telephone:
919-819-3103
Inspector Name: William S. Needham, PE
Fax:
919-379-1458
Mailing Address: 3608-200 Davis Drive
Email:
[e-mail]
Morrisville, NC 27560
Credentials:
PE
Completed NCSU BMP Maintenance & Inspection Certification: Yes
X No
Certification No: 038
5. BMP Description and Number: (Please desi¢nate all that a
Bioretention Areas X Constructed Wetlands Dry Detention Basins
Grass Swales Level Spreaders Wet Detention Ponds
Sand Filters Permeable Pavement Proprietary Devices
Other (Provide Description): Underground Detention System
6. Attach photographs of BMP(s) to document sufficiently the current conditions of all structures and features.
Pagel of 2
Piedmont Civil Consultants, PA

NCDENR
Washington Regional Office
Div. of Water Resources
943 Washington Square Mall
Washington, NC 27889

7. General Information for all BMPs:
Yes No N/A
X Does routine maintenance appear to be satisfactory?
X Has sediment built up in the inlet, outlet, or forebay?
X Are there signs of erosion or any denuded areas?
X Is there trash or debris that needs to be removed? (This is particularly important at outlet
structures.)
X Are algae, aquatic weeds, or invasive plants (particularly cattails) present?
X Is there evidence of cracks, separation, or alignment problems with pipes?
X Are rip -rap dissipater pads damaged, clogged with vegetation, or insufficient?
X For dry detention ponds, is the basin holding water longer than 5 days after a storm event?
X Is there evidence of muskrat or beaver activity?
X Are vegetated slopes steeper than 3:1?
X Is there evidence of depressions in the soil surface over or around any pipes?
X Other problems not listed above (describe below).
8. Please describe all problems in detail: (Use additional sheets if needed)
Please refer to the attached photographic journal for details.
9. Please describe corrective measures taken: (Use additional sheets if needed)
Please refer to the attached photographic journal for corrective measures.
10. Inspector's Certification
1, _ William S . Needham, PE , as a duly registered Professional in the State of North Carolina,
hereby state that the Stormwater BMP(s) described in this report were inspected under my responsible charge, and
to the best of my knowledge, the (BMP) device(s): (please select one of the following statements)
_ have deficiencies noted above and must be repaired in order to function properly and operate as designed.
_X_ are fully functioning and operating as designed and intended as of this date.
O5-19-14 (Seal)
Signature Date
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ESSj.
Page 2 of 2 ?iedmont Civil Consultants, PA

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Washington Regional Office
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943 Washington Square Mall
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SECU Murfreesboro NC
Constructed Welland
The hIellty civardy has high water due to a dogged law-0ow draw.down pipe Ti,
vegetation In the pond appeared ba be healthy and stable. Reeem malmmmanee has been
performed In remove Invasive algae and vaualk
SEW Murfeesboro
05-19 14
Page 1
View of northern Inlet pool
The some apron and center berm are to good condition. Heavy have recently been
reomoved.
SECU Murfeesbmro
05-19-14
Page 2

.i2
3

View looking south towards riser
The water appears m h at Ne normal water surta<e elevatlon. The al,i and eattalls have
been have been rut raked and removed from this area Healthy aquatic vegetation is
thriving In the deep pool area
SECU Murfeesbmo
05 19 14
Page 5
lan�er_s Maintenance Punch List
1. (Quarterly) Check the level ofsediment accumulating in the inlet areas.
Removed sand grit, debris, trash and plant material by hand shovel at the
inlet point
2. (Quarterly) Remove any debris, trash and collected sediment in the pipes
that blocks or slows down the flaw of water into the s Wrmwater device.
3. (Annually) Monitor areas around the user structure to ensure that
settlement has not ..purred. Settlement may be a result of soil loss
and/or pipe separation.
4. (Semi -Annual) Monitor ground cover on the inside and outside pond
slopes. Bare or deteriorating areas around the ponds should be reseeded
as needed to keep area stabilized.
S. (Monthly) Make sure there a re no obstructions aroun d the riser
structure or PVC drawdown orifice.
6. (Semi -Annual) Keep the presence of cattails to a minim um as they wi I
compete with other wetland plant species and eventually dominate the
pond.
]. (Quarterly)Make sure that the presence ofalgae is kept to a min imum as
it has a tendency to negatively impact wetland plant species that are
required in this device.
SECU Murfeenbom
05 19 14
Page h