SW8011003_COMPLIANCE_20190610

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW$'DlI�
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
)HISTORICAL FILE
COMPLIANCE EVALUATION INSPECTION
DOC DATE
.2�%/q&/2
YYYYMMDD

it
ROY COOPER
Governor
MICHAEL S. REGAN
Secretory
S. DANIEL SMITH
fnterim Director
June 10, 2019
Charles S. Hester, Jr.
Mitchell Village, LLC (dissolved)
c/o 7000 Sunshine Canyon Drive
Boulder, CO 80302-8778
NORTH CAROLINA
Environmental Quality
Subject: Notice of Inspection - Not Compliant
The Landings at Mitchell Village
State Stormwater Management'Permit No. SW8 011003
Carteret County
Dear Mr. Hester:
Effective August 1, 2013, the State Stormwater program was transferred from the Division of Water
Quality (DWQ) to the Division of Energy, Mineral and Land Resources (DEMLR). All previous
references to DWQ will remain in older stormwater permits issued prior to August 1, 2013 until they
are modified. Please note that this letter references DEMLR as the Division responsible for
compliance with the permit.
On June 4, 2019, the Wilmington Regional Office of DEMLR inspected the subject project, located on
each side of Pittman Avenue, off Executive Drive in Morehead City, Carteret County to determine the
status of compliance with the State Stormwater Management Permit Number SW8 011003 originally
issued to Mitchell Village, LLC on January 7, 2002. The file review and site inspection revealed that
the site is not in compliance with the terms and conditions of this permit. Please find a copy of the
completed form entitled "Compliance Inspection Deport" attached to this letter, which summarizes
the findings of the recent inspection.
As indicated in the attached inspection report, the following deficiencies must be resolved:
1. The designer certification has not been provided.
2. The permit expired on January 7, 2016 and has not been renewed.
3. The owner LLC was dissolved by the NCSOS in August 2010. DEMLR was not notified of this
change, however, Mitchell Village LLC remains on the Carteret County property tax rolls as
the owner of the common areas, which includes a wet detention pond.
4. The permittee has not notified the Division of his new mailing address.
North Carolina Department of Environmenial Quality I Division of Energy, Mineral and land Resources
Wilmington Regional Office 1 127 Cardinal Drive Extension I Wilmington, North Carolina 28405
910.796.7215

I
State Stormwater Permit No. SW8 011003
Page 2 of 2
Please be reminded that it is your responsibility as the permittee_of record to submit a completed
and signed Permit Transfer Application Form to the Division of Energy, Mineral and Land Resources
30-60 calendar days prior to making any of the below listed changes. This form is available on our
website at: https://deg.nc.gov/about/divisions/enemy-mineral-land-resources/energy-mineral-fand-
rules/stormwater-prop-ra m/post-construction.
a. An ownership change including the sale or conveyance of the permitted project area in
whole or in part;
b. The sale or conveyance of the common areas to a Homeowner's or Property Owner's
Association, subject to the requirements of Session Law 2011-256;
c. Foreclosure proceedings;
d. Filing for Bankruptcy;
e. Dissolution of the partnership, corporate entity or LLC.
f. A name change of the owner / permittee;
g. A name change of the project;
h. A mailing address change of the permittee;
Please be advised that until you submit the required Permit Transfer Application Form to the Division
and receive approval from the Division to transfer the permit, you remain the permittee of record and
are required to comply with the terms, conditions and limitations of the Stormwater Management
Permit under Title 15A North Carolina Administrative Code 2H .1003 and North Carolina General
Statute 143-214.7, including the operation and maintenance of the permitted stormwater system.
Failure to provide the requested information, or to respond to this letter with a plan of action,
including a timeline to resolve the identified deficiencies, by July 10, 2019, are considered violations
of the permit. if the requested information is not submitted to this office by the due date, then
DEMLR staff will re -inspect the site and may issue a Notice of Violation. Please also note that any
individual or entity found to be in noncompliance with the provisions of a stormwater management
permit or the stormwater rules is subject to enforcement action as set forth in NCGS 143 Article 21,
including the assessment of civil penalties of up to $25,000 per day.
If you have any questions, please contact me at the Wilmington Regional Office, tefiephone number
(910)-796-7215 or via email at [e-mail].
Sincerely,
X"
Linda Lewis, E.I.
Environmental Engineer III
Enclosure: Compliance Inspection Report
`,GDS\arl: G:\\\Stormwater\Permits & Projects\2000\011003 HD\2019 06 CEI_deficient 011003
t•
cc: Ginger Turner, P,E., The Cullipher Group
WiRO Stormwater Permit File

Compliance Inspection Report
Permit: SW8011003 Effective:01/07102 Expiration: 01/07/16
Project: The Landings at Mitchell Village
Owner: Mitchell Village L L C
County: Carteret Adress: Pittman Ave
Region: Wilmington
City/State/Zip: Morehead City NC 28557
Contact Person: Charles S Hester Title: Managing Partner
Directions to Project:
From Intersection of US Hwy 70 and NC Hwy 24, take NC Hwy 24,
Type of Project: State Stormwater - HD - Detention Pond
Drain Areas: 1 - (Peltier Creek) (03-05-03 ) ( S134)
On -Site Representative(s):
Related Permits:
SW8000707 Charles S Hester - Mitchell Village Business Park
Inspection Date: 06/04/2019 Entry Time: 02:OOPM
Primary Inspector: Creighton A Brown
Secondary Inspector(s):
Alida R Lewis of -'
Reason for Inspection: Complaint
Permit Inspection Type: State Stormwater
Facility Status: ❑ Compliant ® Not Compliant
Question Areas:
® State Stormwater
(See attachment summary)
Phone: [phone]
Exit Time: 02 15PIV
Phone: [phone]
Inspection Type: Compliance Evaluation
page: 1

I
Permit: SW8011003 Owner - Project: Mitchell Village L L C
Inspection Date: W0412019 Inspection Type Compliance Evaluation Reason for Visit: Complaint
Inspection Summary:
The following deficiencies were noted during the inspection.
1. The permit has expired on January 7, 2016, and has not been renewed. The Division notified you on June 8, 2015 that
the permit would be expiring on that date. Please submit a signed Permit Renewal Application, $505.00 fee, and required
documents, in order to renew the permit. Once it is renewed, the new term will be 8 years from 2016 or 2024.
2. Please provide the Designer's Certification for the pond.
1 The permittee LLC was dissolved in August 2010. The permittee has not requested to transfer the permit. The property
tax records for Carteret County still show Mitchell Village LLC as the property owner.
4. The permittee did not notify the Division of his change of mailing address.
page: 2

Permit: 5W8011003 Owner - Project: Mitchell Village L L C
Inspection Date: 06104/2019 Inspection Type Compliance Evaluation Reason for Visit: Complaint
File Review Yes No NA NE
Is the permit active? ❑ ®❑ ❑
Signed copy of the Engineer's certification is in the file? ❑ KI ❑ ❑
Signed copy of the Operation & Maintenance Agreement is in the file? ® ❑ ❑ ❑
Copy of the recorded deed restrictions -is in the file? ❑ ❑ ® ❑
Comment: 1. The permit expired on January 7. 2016 and has not been renewed.
2. The project has not been certified by an appropriately licensed professional_
Built Upon Area
Yes No NA ME
Is the site BUA constructed as per the permit and approval pians? 0 ❑ ❑ ❑
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? M ❑ ❑ ❑
Comment:
SW Measures Yes No NA NE
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,
Operation and Maintenance Yes No NA NE
Are the SW measures being maintained and operated as per the permit requirements? IM ❑ ❑ ❑
Are the SW BMP inspection and maintenance records complete and available for review or provided to ❑ ❑ ❑
DWO upon request?
Comment:
Other Permit Conditions Yes No MA NE
Is the site compliant with other conditions of the permit? ® ❑ ❑ ❑
page: 3

Permit: SW9011003 owner - Project: Mitchell Village L L C
Inspection Date: D5f0412019 Inspection Type Compliance Evaluation Reason for Visit: Complaint
Comment: 3. The common areas remain in the ownership of MitcheP Village, LLC and have not been conveyed to
the HOA. Prior to conveying ownership of the common areas to the HOA, please also submit a permit
transfer application to tt)e Divisien,
4, The permittee LLC Mitchell Village. LLC. has been dissolved since August 2010 and has not been
reinstated. The propefty tax records for Carteret CDunty still show Mitchell Village LLC as the owner of
the common areas of this project.
5. Please note that p6or to conveying ownership of the permit tc the HOA, Mitchell Village LLC is
responsible for complying with all permit condition, Includinq maintenance of the permitted stormwater
management facilities.
6. The permiftee has not notified the Division of his chap e of maiting address.
page: 4

State Stormwater Inspection Report
General
i'rojcct Namc:74—Lac�n S f'crnzit No: Sly ii (HW3 I1 apiration Dale:
olltael I'crson: �d� 7Ks 5.�.�-fir. I'honc. Number: fnspection `I'vpcCft ;1
- I
Inspection Date: / I'iine In: love'—I'intc Out:
Current Wcathcr: �P Recent Rain (Date)? (lain — in
Location
I
I Facility Address 1 i,ocation: R 4+m eon �
Chy: Jvcrreh'e 2� C
Permit Information
Zip: Cctwnv: Lat: ' "N _ Long: - ° ti;
Rule Subject to (circle ona): 1988 Coastal Rule 2008 Coastal Ruic Session Law 2006-246
Goosc Creek High Quality \Waters Oul.standing ]Zesource Waters
Density (circle ofw): (EE-[D)
Low (LD)
Stocinwatcr 13csi Management Practices (B;Nfl's) (insert rrrrrrrber' ref each):
Wet fonds Infiltration Basins Infiltration Trenches LD swalcs Stormwater Wetlands
Dry fonds 13iorctention Permeable Pavement Sand filters (circle one) Open Closed
Cistern Level Spreader/Filter Strip Other (shery'ij:
File Review
I I. Is the permit active?
2. Signed Fnginecr`s Certification on file?
3. Signed Operation and Maintenance agrc
14. Recorded Deed Restrictions on file?
t on 111 c?
Yes No NIA NIE
xl
Site Visit: Built Upon Area (BUA) Yes No NIA NIE
�. BUA is constructed arid consistent with the permit requirements? j% I
6. BUA (as permitted) is graded such that the runoff drains to the system? high density only } ✓/�� '�
7. Drainage area is consistent with permit? i.e. no unperinitted drainage to the SW
S. Drainap-c area is stabilized? (to reduce risk ofsedimcntaiion to the SW IiMlls) � ✓ � �� �
Site Visit: Stormwater BMPs
9. Stormwater 13:.MPs are located per the approved plans?
M Stormwater 13N1Ps have dimensions (eg. lcneth. width. area) matching the proved plans?
11. Stormwater 13MI's are constructed ncr the at7nroved plans?
Yes No NIA WE
Site Visit: Operation and Maintenance Yes No NIA NIE
12. Access points to the site are clear and well maintained? j 1/ E k
113. Trash has been removed as needed?
114. l \cessiye landscape debris (grass clippings, leaves, etc) is controded? }
1 Storr iwater 13.M I's being operated and maintained as per the permit regtriremcnls?
L 16. Inspection and .Maintcnancc records are available for inspection? (high density only, 1995 — present onlyLj
Site Visit: Other Permit Conditions � i�nG 2 1 Yes No NIA WE
17. Is the site compliant with other condrt fans of the permit?
Site Visit: Other Water Quality Issues Yes No NIA NIE
I S. Is the site compliant with other water quality issues as noted during the inspection? i
StaltStormwater Inspection Report, Version:.0_Z-09 Page I o1'2 .%

State Stormwater Inspection Report
Comments
_ i
Inspection Pictures (some of the pictures taken during the site
Compliance Status ✓ Compliant ❑ Non -Compliant
Letter Sent (circle orie): Yes No Letter type: CEI NOV NOVRE Other
Date Sent: Reference Number:
Inspector Name and Signature: Date: &
State Stortmater Inspection Repon, Version 3.0_3.09 Page 2 of

WET DETENTION O & M Inspection Checklist
YES NO N
INLETS and FOREBAY
I
I
1. Inlets are located per the approved plans:
©
❑
❑
❑
2. Inlet device (swale or pipe) is free of damage, clogs or erosion:
V
❑
❑
❑
3. Forebay berm is in place and without erosion:
❑
❑
❑
V
4. Forebay is free of excessive sediment:
2
❑
❑
❑
SIDE SLOPES AND BANKS
5. Vegetated slopes are 3:1 or less:
/
❑✓}
❑
❑
❑
6, Banks are stable and free of erosion or bare soil:
❑
❑
❑
7. Slopes or berms are free of woody vegetation:
[�
❑
❑
❑
8. Free of muskrats or beaver activity:
E5'
❑
❑
❑
9. Grass is being maintained and mowed (not scalped) as required:
❑
❑
❑
PERIMETER AND MAIN BAY
10. Vegetated shelf is 6:1 or 10:1 as permitted and properly vegetated:
Q/'
❑
❑
❑
11. Algal growth covers less 500/o of the area:
[V
❑
❑
❑
12. Cattails, phragmites or other invasive plants cover less than 50% of the basin surface:
12""
❑
❑
❑
13. Main treatment area is free from excess sediment accumulation:
i�
❑
❑
❑
OUTLETS
14. Swale or emergency outlet bypass is in the correct place and is in good condition:
❑
❑
❑
15. Drawdown device is correctly sized free of damage or clogging:
�
❑
❑
❑
16. Orifice size matches the approved plans
Z
❑
❑
El17.
Outlet is free of erosion or other signs of damage:
[�
❑
❑
❑
18. Trash rack is installed
❑
❑
❑
t9. Vegetated filter is in place (if applicable)
❑
❑
❑
20, Relative elevations match approved plans
Lld
❑
❑
❑
21. Fountain pump (if permitted) is less than or equal to the maximum allowable size:
❑
❑
;2/
❑
V3.3_09

Compliance Inspection Report
Permit: S1NB011003 Effective:01107/02 Expiration: 01/07/16
Project: The Landinas at Mitcheh Villaae
Owner: Mitchell Village L L C
County: Carteret Adress: Pittman Ave
Region: INilminaton
CitylStatelZip: Morehead City NC 28557
Contact Person: Charles S Hester Title: Managing Partner
Directions to Project:
From Intersection of US Hwy 70 and NC Hwy 24, take NC He,ry 24.
Type of Project: Slate Stormwater - HD - Detention Pond
Drain Areas: 1 - (Peltier Creek) (03-05-03) ( SB:#)
On -Site Representative(s):
Related Permits:
SM000707 Charles S Heslar - Mitchell Village Business Park
Inspection Date: 06/0812015 Entry Time: 09:00AM
Primary Inspector: Brian P Lambe
Secondary Inspector(s):
Alida R Lewis
Reason for Inspection: Routine
Permit Inspection Type: Stale Stormwater
Facility Status: ❑ Compliant Not Compliant
Question Areas:
State Stormwater
(See attachment summary)
Phone: [phone]
Exit Time: 09:30AM
Phone:
Inspection Type: Transfer Renewat
page: 1

Permit: S'NSC11003 Owner • Project: MiAchell Viilaoe L L
Inspection Date: 0BIM2015 Inspection Type Transfer Rene% al
Reason for Visit: Routine
Inspection Summary:
The project was inspected on June 8, 2015, but a reporl was never entered into BIMS. The project was found to be in
compliance in 2015 with the following issues:
1. The Designer's Certification has not been provided.
2. The pond's outlet structure may be clogged.
3. Submerged vegetation may be affecting the pond's function.
Since that date, other compliance issues have been identified, including
1. The permit has expired and has not been renewed.
2. The permlttee has dissolved their corporate entity and has not notified the Division to transfer the permit to a new
developer or to the Association. Per the Carteret County GIS, ownership of the common areas remains with the
now -dissolved Mitchell Village, LLC.
pace. 2

Permit: S'A15011003 Owner - Project: i �rcheh Village L L C
Inspection Date: 0fi1C6l2015 Inspection Type Transler Rcneti:al Reason for Visit: Routine
File Review Yes No NA NE
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? ❑ ❑ ❑
Cony of the recorded deed restrictions is in the file? ❑ ❑ ❑
Comment: 1, At the time of the inspection, the permit was active. but has since expired.
2. The required Desioners Certification has not been submitted.
Built Upon Area Yes No NA NE
Is the site BUA constructed as per the permit and approval plans? 0 ❑ ❑ ❑
Is the drainage area as per the permit and approved plans? 0 ❑ ❑ ❑
Is the BUA (as permitted) graded such that the runoff drains to the system? N ❑ ❑ ❑
Comment:
5W Measures Yes No NA NE
Are the SVV measures constructed as per the approved plans? 0 ❑ ❑ ❑
Are the inlets located per the approved plans? N 000
Are the outlet structures located per the approved plans? 0 ❑ ❑ ❑
Comment:
Operation and Maintenance Yes No NA NE
Are the S%N measures being maintained and operated as per the permit requirements? ❑ 0 ❑ ❑
Are the SW BIAP inspection and maintenance records complete and available for review or provided to ❑ ❑ ❑
DWQ upon request?
Comment 3. The outlet structure was partially clogged.
4. There is excessive submerged vegetation in the pond.
Other Permit Conditions Yes No NA NE
Is the site compliant with other conditions of the permit? ❑ 0 ❑ ❑
Comment: 5. The permittee dissolved their LLC in 2010 and did not notify the Division or submit a request to
transfer the permit. Carteret County GIS indicates that Mitchell Village LLC still owns the common
areas of the project 9 years after dissolution.
Other WQ Issues Yes No NA NE
Is the site compliant with other water quality issues as noted during the inspection? 0 ❑ ❑ ❑
Comment
page: 3

-x-P-QE55 PeOUEC7
State Stormwater Inspection Report NC1 Jc --rH t5 o AJ F
General
Project Name: LAjNyfl,N1 rngCtteU VIDE
Permit No: SW801100-5
Expiration Date:
Contact Person:
Phone Number:
Inspection Type:TGoTl#-�J_•t AN5F4i•
Inspection Date: aol5
Time In: 9. C)p
Time Out: 9- 30
Current Weather: RO r
Recent Rain (Date)?
Rain — in
Location ••m-,r% %,W.ew ~ / 7WvC2 E r0A1D f 1'EVAti N01 tJUgptsl
Facility Address 1 Location:
City: Zip: County: Lat: 0 1"N Long: - I"W
Permit Information
Rule Subject to (circle one): 1988 Coastal Rule i995 Coastal 2008 Coastal Rule Session Law 2006-246
Goose Creek High Quality Waters Outstanding Resource Waters
Density (circle one): Qii(HD Low (LD)
Stormwater Best Management Practices (BMPs) (insert number of each):
Wet Ponds Infiltration Basins Infiltration Trenches LD Swales Stormwater Wetlands
Dry Ponds Bioretention Permeable Pavement Sand filters (circle one) Open Closed
Cistern Level Spreader/Filter Strip Ot h e r, (sp e c ify):
File Review -r-5 -TqL 15vve '?"%v .• Cwr , a9-Lcm, c>V vn►a6,&,vr-n- � Yes No NIA N/E
1. Is the permit active? /7 p 7 p y 1. ` 7
2. Signed Engineer's Certification on file?
3. Signed Operation and Maintenance agreement on file?
4. Recorded Deed Restrictions on file? 001t A!
sit: TS -4
i7 7 u f3D1S1tiE�' —
Site Visit: Built Unon Area (BUAI t.,-rndL� i .CrA. Yes o NIA NIF
5. BUA is constructed and consistent with the permit requirements?
6. BUA (aspermitted) is graded such that the runoff drains to the system? (high 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 BMPs
Yes No NIA NIE
9. Stormwater BMPs are located per the approvedplans?
10. Stormwater BMPs have dimensions e . length, width, area) matching the approvedplans?
11. Stormwater BMPs are constructed per the approvedplans?
Site Visit: Operation and Maintenance Yes No NIA NIF
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? (high 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 N1E
18. is the site com pant with other waterquality issues as noted during the inspection?
State Stormwater Inspection Report, Version 3,0_3-09 Page 1 of 2

State Stormwater Inspection Report
%_UI I It I IW I I Lt. %.:­ -- --- .
I r0­1. G4�r-..VVOtt­ PJ A Seer ,r 1erJ0,P, see-6 to 6CJ—ne.4 C..s r15Lk
4
5 "4 L c Jo&te I a
i
Inspection Pictures (sornii'olrt�� pictures taken during tlhe site visit)
Compliance Status Compliant C Non -Compliant
Letter Sent (circle one): Yes No Letter type: CEI NOV NOVRE Other
Date Sent: Reference Number:
Date 0 15-1,
Inspector Name and I Signature: (OIL
State Stormwaler Inspection Report, Version 3.03-09 Page 2 of 2

ALVIFAA
NC®ENR
North Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue
Governor
Mr. Charles S. Hester, Jr
Mitchell Village, LLC
190 Oakleaf Dr.
Division of Water Quality
Coleen H. Sullins
Director
October 18, 2010
Managing Partner
Pine'Knoll Shores, NC 28512
Subject: NOTICE OF VIOLATION, NOV-2010-PC-1100
The Landings at Mitchell Village
Stormwater Permit No. SW8 011003
Carteret County
Dear Mr. Hester:
Dee Freeman
Secretary
On October 7, 2010, Wilmington Regional Office personnel performed a Compliance
Inspection and file review of the subject project, located at Pitman Avenue in Morehead .
City, Carteret County, North Carolina. The inspection was performed to determine the
status of compliance with Stormwater Permit Number SW8 011003, issued to you on
January 2, 2002.
The project has been found in violation of Stormwater Permit Number SW8 011003,
issued pursuant to the requirements of 15A NCAC 2H.1000. The violations found are:
1. Failure to certify fh_ e stormwater system. A file review revealed that this
office has not received a Designers Certificate.
Permit condition states that upon completion of construction, prior to issuance of a
Certificate of Occupancy, and prior to operation of this permitted facility, a certification
must be received from an appropriate designer for the system installed certifying that
the permitted facility has been installed in accordance with this permit, the approved,
plans and specifications, and other supporting documentation. Any deviations from the
approved plans and specifications must be noted on the Certification.
To correct these violations you must. -
Provide a written "Plan of Action" which outlines the actions you will take
to correct the violation(s) and a time frame for completion of those actions,
on or before November 25, 2010.
2. Submit a copy the required Designers Certificate.
Failure to provide the "Plan of Action" by November 25, 2010, or to correct the violations
by the date designated in the "Plan of Action", are considered violations of 15A NCAC
2H.1000, and may result in the initiation of enforcement action which may include
recommendations for the assessment of civil penalties, pursuant to NCGS 143-215.6A.
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 One
Phone: [phone] FAX: [phone] Customer Service: 1.877-623-6748 North Caro 1 i na
Internet: www.ncwaterquality.org Naturally
An Equal Opportunity (Affirmative Action Employer (`

r
October 18, 2010
The Landings at Mitchell Village
Stormwater Permit No. SW8 011003
By copy of this letter to the Carteret County Building Inspector, this Office is requesting
that the Building Inspector consider withholding building permits and Certificates of
Occupancy for this project until this matter is satisfactorily resolved.
If you have any questions concerning this matter, please call David Cox at (910)-796-
7318.
Sincerely,
I
Georgette Scott
Stormwater Supervisor
Division of Water Quality
GDSldwc: S:IWQSISTORMWATERINOTICE1011007
cc: Baldwin and Associates
g
John Hennessey
David Cox
Georgette Scott
Central Files
WiRO
Inspections /%Wel-1-a `" <-&
Page 2 of 4

. October 18, 2010
The Landings at Mitchell Village
Stormwater Permit No. SW8 011003
Page 1 of 2
Designer's Certification
I, 1, as a duly registered in
the State of North Carolina, having been authorized to observe (periodically 1 weekly 1
full time) the construction of the project,
(Project)
for (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
Required items to be checked for this certification to be considered complete are on
page 2 of this form.
Noted deviations from approved plans and specifications:
Signature
Registration Number
Date
SEAL
Page 3 of 4

October 18, 2010
The Landings at Mitchell Village
Stormwater Permit No. SW8 011003
Certification Requirements:
Page 2of2
1. The drainage area to the system contains approximately the permitted
acreage.
2. The drainage area to the system contains no more than the permitted
amount of built -upon area.
3. All the built -upon area associated with the project is graded such that the
runoff drains to the system.
4. The outlet/bypass structure elevations are per the approved plan.
5. The outlet structure is located per the approved plans.
8. Trash rack is provided on the outlet/bypass structure.
7. All slopes are grassed with permanent vegetation.
8. Vegetated slopes are no steeper than 3:1.
9. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
10. The permitted amounts of surface area and/or volume have been
provided.
11. Required drawdown devices are correctly sized per the approved plans.
12. All required design depths are provided.
13. All required parts of the system are provided, such as a vegetated shelf,
and a forebay.
14. The dimensions of the system, as shown on the approved plans, are
provided.
cc: NCDENR-DWQ
Morehead City Building Inspections
Page 4 of 4

Compliance Inspection Report
Permit: SW8011003 Effective: 01/07/02 Expiration: 01/07/12 Owner: Mitchell Village L L C
Project: The Landings at Mitchell Village
County: Carteret Pittman Ave
Region: Wilmington
Morehead City NC 28557
Contact Person: Charles S Hester Title: Managing Partner Phone: [phone]
Directions to Project:
From Intersection of US Hwy 70 and NC Hwy 24, take NC Hwy 24.
Type of Project: State Stormwater- High Density
Drain Areas: 1 - (Peltier Creels) (03-05-03) ( SI3:#)
On -Site Representative(s):
Related Permits:
SW8000707 Hestron Corporation - Mitchell Village And Morning Star
Inspection Date: 10/07/2010 Entry Time: 12:30 PM Exit Time: 01:00 PM
Primary Inspector: David W Cox Phone: [phone]
Secondary Inspector(s):
Reason for Inspection: Complaint
Permit Inspection Type: State Stormwater
Facility Status: ❑ Compliant , ■ Not Compliant'
Question Areas:
0 State Stormwater
(See attachment summary)
Inspection Type: Compliance Evaluation
Page: 1

Permit: SW8011CO3 Owner - Project: Mitchell Village L L C
Inspection Date: 10/07/2010 Inspection Type: Compliance Evaluation Reason for Visit: Complaint
Inspection Summary:
In order to bring this stormwater system into compliance you must perform the following:
1. Submit a copy of the Engineer's Certificate.
2. Repair the pond slopes to prevent further sluffing of the pond slopes.
File Review Yes No NA N
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: This office has not received a copy of the Engineer's Certificate.
SW Measures Yes No NA NE
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:
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 DWQ ❑ ❑ ❑ ■
upon request?
Comment: the pond slopes are stable but starting to Bluffing off.
Page: 2

THE LANDINGS
AT
MITCHELL VILLAGE
STORMWATER CALCULATIONS
PREPARED BY: KEVIN KUHN, P.E.
RON CULLIPHER, P.E.
STROUD ENGINEERING, P.A.
151 A HWY 24
MOREHEAD CITY, NC 28557
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STROUD ENGINEERING, P.A. SHEET NO
Hestron Plaza Two CALCULA
151 A Hwy. 24
MOREHEAD CITY, NC 28557 CHECNE
[phone]
SCALE
47I mfI ill I'S N�Iw"I"+ I4-'-,-I,
45
,hr",

THE LANDINGS
MOREHEAD CITY, CARTERET COUNTY
DETENTION POND CALCULATIONS -
PERMANENT POOL VOLUME
Elevationj
Section
SA (SF)
Avg. SA
Ht. (FT)
Vol. (CF)
11.00
Permanent pool
9221
8606
0.50
4303
10.50
Shelf
7990
4723
6.50
30700
4.00
Bottom
1456
Total Vol.
35002
FOREBAY VOLUME
Elevation
Section
SA (SF)
Avg. SA
Ht. (FT)
Vol. (CF)
11.00
Permanent pool
4005
3664
0.50
1832
10.50
Shelf
3323
.
2599
2.50
6498
8.00
Bottom
1875
Total Vol.
83 0
Forebay % of Permanent Pool Volume = 23.80%
MAIN BASIN VOLUME
Elevation
Section
SA (SF)
Avg. SA
Ht. (FT)
Vol. (CF)
11.00
Permanent pool
4987
4570
0.50
2285
10.50
Shelf
4152
2272
6.50
14768
4.00
Bottom
392
Total Vol.
17053
Storage volume required 19594 CF
Elevation
Section
SA (SF)
Avg. SA
Ht. (FT)
Vol. (CF)
11.00
Permanent pool
9221
11060
2.25
24884
13.25
1 Storage pool
1 12898
Total Vol.
1 24884
PM109-22
Pond Calculations

7
THE LANDINGS
WET DETENTION DRAWDOWN
orifice dia.=
orifice area=
Cd=
time increment
storage volume
overflow el.=
perm. pool el.=
2 in,
0.0218 sf
0.6
60 minutes
.19594fA3
13.25
11
(required 1 ")
111
%% O
Y
"7k:Q SEAT, �•;*:
13343 -
'.0'1. '•.'t'ClNE�Qr•• �.���
'CU` , D','
Time
Cumulative- Cumulative Volume
Height
Flow
Volume Volume
Increment
Time
` Time
Initial
Out
Out
Remaining
(minutes)
(minutes)..
(hours)
(ft"3)
(feet)
(cfs)
(cf)
(ft"3)
0
0
19594.00
2.25
0.1575
0.00
19594.00
60
60
1
19594.00
2.25
0.1575
566.96
19027.04
60
120
2
19027.04
2.18
0.1552
558.70
18468.34
60
180
3
18468.34
2.12
0.1529
550.44
17917.90
60
240
4
17917.90
2.06
0.1506
542.17
17375.73
60
300
5
17375,73
2.00
0.1483
533.91
16841.82
60
360
6
16841.82
1.93
0.1460
525.64
16316.18
60
420
7
16316.18
1.87
0.1437
517.37
15798.81
60
480
8
15798.81
1.81
0.1414
509.10
15289.71
60
540
9
15289.71
1,76
0.1391
500.83
14788.87
60
600
10
14788.87
1.70
0.1368
492.56
14296.31
60
660
11
14296.31
1.64
0.1345
484.29
13812.02
60
720
12
13812.02
1.59
0.1322
476.02
13336.00
60
780
13
13336.00
1.53
0.1299
467.74
12868.26
60
840
14
12868.26
1.48
0.1276
459.47
12408.80
60
900
15
12408.80
1.42
0.1253
451.19
11957.61
60
960
16
11957.61
1.37
0.1230
442.91
11514,70
60
1020
17
11 51 4.70
1.32
0.1207
434.63
11080.07
60
1080
18
11080.07
1.27
0.1184
426.35
10653.72
60
1140
19
10653.72
1.22
0.1161
418.07
10235.65
60
1200
20
10235.65
1.18
0.1138
409.78
9825.87
60
1260
21
9825,87
1.13
0.1115
401.49
9424.38
60
1320
22
9424.38
1.08
0.1092
393.21
9031.17
60
1380
23
9031..17
1.04
0.1069
384.92
8646.26
60
1440
24
8646.26
0.99
0.1046
376.62
8269.63
60
1500
25
8269.63
0.95
0.1023
368.33
7901.30
60
1560
26
7901.30
0.91
0.1000
360.03
7541.27
60
1620
27
7541.27
0.87
0.0977
351.74
7189.53
60
1680
28
7189.53
0.83
0.0954
343.43
6846.10
60
1740
29
6846.10
0.79
0,0931
335.13
6510.97
60
1800
30
6510,97
0.75
0,0908
326.83
6184,14
60
1860
31
6164.14
0.71
0.0885
318.52
5865.63
60
1920
32
5865.63
0.67
0.0862
310.21
5555.42
60
1980
33
5555.42
0.64
0.0839
301.89
5253.53
i

60
2040
34
60
2100
35
60
2160
36
60
2220
37
60
2280
38
60
2340
39
60
2400
40
60
2460
41
60
2520
42
60
2580`
43
60
2640
44
60
2700
45
60
2760
46
60
2820
47
60
2880
48
60
2940
49
60
3000
50
60
3060
51
60
3120
52
60
3180
53
60
3240
54
60
3300
55
60
3360
56
60
3420
57
60
3480
58
60
3540
59
60
3600
60
60
3660
61
60
3720
62
60
3780
63
60
3840
64
60
3900
65
60
3960
66
60 4080 68
5253.53
4959.95
4674.70
4397.77
4129.17
3868.89
3616.96
3373.37
3138.12
2911.22
2692.68
2482.51
2280.70
2087.27
1902.22
1725.56
1557.31
1397.47
1246.06
1103.08
968.56
842.51
724.94
615.89
515.37
423.42
340.07
265.38
199.40
142.20
93.90
54.65
24.71
4:58
-4.09
0.60
0.57
0.54
0.51
0.47
0.44
0.42
0.39
0.36
0.33
0.31
0.29
0.26
0.24
0.22
0.20
0.18
0.16
0.14
0.13
0.11
0.10
0.08
0.07
0.06
0.05
0.04
0.03
0.02
0.02
0.01
0.01
0.00
0.0815
0.0792
0.0769
0.0746
0.0723
0.0700
0.0677
0.0653
0.0630
0.0607
0.0584
0.0561
0.0537
0.0514
0.0491
0.0467
0.0444
0.0421
0.0397
0.0374
0.0350
0.0327
0.0303
0.0279
0.0255
0.0232
0.0207
0.0183
0.0159
0.0134
0.0109
0.0083
0� 0056
0.0024
#NUM!
293.57
285.25
276.93
268.60
260.27
251.93
243.59
235.25
226.90
218.54
210.18
201.81
193.43
185.05
176.65
168.25
159.84
151.41
142.98
134.52
126.05
117.57
109.05
100.52
91.95
83.34
74.69
65.98
57.19
48.30
39.25
29.94
20
8.66
#NUM!
4959.95 �, l
4674.70 ��`�� C ►i� f'�.,
4397.77:
4129.1.7
3868.@ Y,
3616.56 ;�43
3373.37, 0 0,Q
2911.22 �� �• C UL�'\,�`��
2692.68
2482.51
2280.70
2087.27
1902.22
1725.56
1557.31
1397.47
1246.06
1103.08
968.56
842.51
724.94
615.89
515.37
423.42
340.07
265.38
199.40
142.20
93.90
54.65
24.71
4.58
-4.09
#NUM!
4w

.aw
N

U
Appendices
NEW YORK DOT DISSIPATOR METHOD
FOR USE IN DEFINED CHANNELS
(Source:. 'Bank And channel lining procedures", New York Department
of Tr6risportadon, Division of Design and Construction, 1971.)
Note: To use the'following chart you must know:
(1) Q full capacity
(2) Q 10
(3) V full •
(4) Vlo
1 where Q = discharge in crs and V = Velocity in FPS.
ESTIMATION OF STONE SIZE AND DIMENSIONS FOR
CULVERT APRONS
Step 1) Compute flow velocity Vo at culvert or paved channel outlet..
Step 2) For pipe culverts Do is diameter.
For pipe'arch, arch and box culverts, and pdhed channel outlets,
Do=Ao, where A.= cross -sectional area of flow at outlet.
For multiple culverts, use Do=1.25xDo of single culvert.
Step 3) For apron grhdes of 10%, or steeper, use recommendations
For next highcr'zone. (Zones I through 6).'
25
20
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rrrM'-+ar
r�urrtrarsroa�•rrtaiewaaas�arr►a�pa
0 5' 10' is, 20' 25'
01AMETER (R)
figure 8.06.b.I
Rev. I W3 8•06•S

W
AP GAF �nLrO
PAMCL CULVERT
11
IO PAEVEWF SCR
OU
WXE USE L7 ALWAYS
l2
1
STONE FILLING-(FINE),'....,'!6� A•,,,r
.. 3 x De
4 x Do
2
STONE FILLING (LIGHT) CL. B
3 x Do
6 x Do
9
STONE'FIE_l.1NG (A tbftjM4)"CL. 1'
4 x Do
8 x Do
4
STONE FILLING (HEAVY)' CL. 1'.
4- x Do
8 x Do
5
STONE FILLING (HEAVY) CL. 2
V x Do
10 x Do
6
STONE FILLING (HEAVY)', CL. 2
6 x Do
10 x Do
7 SPECIAL STUDY REQUIRED (ENERGY DISSIPATORS, STILLING
BASIN OR LARGER SIZE ST(NE).
Fig. 8.06.b.2
Width = 3 times pipe dia. (min.)
DETERMINATION OF STONE SIXES FOR DUMPED STONE
CHANNEL; LININCS.AND REVETMENTS - `k,•
Slep 1) Usefigitrc.8.06.b.3 to determine maximum stone size (e.g. for 12
Fps-20"_or 550 lbs.
Step 2)Use; figure 8.06.b.4 toAciermine Acceptable size range for stone
(for' 12 i=pS. it is 125-500 lbs. for 75% of stone, and the maximum
and minimum Mange in weight should be 25-5001bs.) 4
Note: In determining channel velocities for stone'linings and revetment, use
the foIfow(ng coemcients'of roughness:
Diameter' Mannin's Min. thickness
finches) "n" of fining (inches)
Fine 3; 0.031 9 12
Light . 6 ' 035 12 I8
Medium 13 0.040 18 24
Heavy : %:..23 0,044 30 36
(Channels) (Dissapstors)
.1.
8.06.6

DETENTION POND ANALYSIS FILE NAME
ERR
PROJECT #: SW8 11003.00
PROJECT NAME: The Landing
REVIEWER: nml
DATE: 07-Jan-2002
Receiving Stream: Peltier Creek Class: SB Chlorides: n/a
Drainage Basin: WO Index No.
Site Area 10.07 acres
Drainage Area 438649 00 square feet Area in Acres 10.07
IMPERVIOUS AREAS
Rational C
Buildings 115094.00 square feet
Streets 28154.00 square feet
Parking 81678.00 square feet
Sidewalks 3018.00 square feet
Storage 6600.00 square feet
square feet
TOTAL I..,..2.34>44..aq square feet Rational Cc= 0.09
SURFACE AREA CALCULATION
% IMPERVIOUS
53.47%
SAIDA Ratio
2.07%
Des. Depth
7
Req. SA
9095 sf
TSS:
90
Prov. SA
:9221':)sf
VOLUME CALCULATION * place a "1" in the box if Rational is used
Rational ?*
FOREBAY
Des. Storm
_
:':'1:a0:.
inches
Perm. Pool Volume=
35002
IRv=
0.53
Req. Forebay Volume=
7000.4
Bottom
4 msl
Provided Volume=
8330.00
Perm. Pool
1100> msl
Percent=
238%
Design Pool
13.25 msi
Design SA
12000 sf
Req. Volume
1941,9
cf
SA @ _
Prov. Volume
<2387.4"
cf
Elevation=
ORIFICE CALCULATION
Avg. Head =
i .08 ft
Q2 Area =
3.23 inz
Flow Q2, cfs
0.112 cfs
Q5 Area =
1.29 in
Flow Q5, cfs
0.045 cfs
Orifice Area
3.14 in
No. of Orifices
:;. ,,._.:;1'
Q=
0.109 cfs
Diameter, inches
:.. 2;00
or weir H x W ::........ <> in
x in
Drawdown =
2 <1,:
days
COMMENTS
Surface Area , Volume and Orifice are within Design Guidelines.ok

NARRATIVE
EROSION & SEDIMENTATION CONTROL
STORMWATER MANAGEMENT
THE LANDINGS
MITCHELL VILLAGE
OWNER
MITCHELL VILLAGE, L.L.C.
190 OAKLEAF DRIVE
PINE KNOLL SHORES, N.0 28512
252-342-0404
ENGINEER
STROUD ENGINEERING, P.A.
151 AHWY24
MOREH EAD CITY, N.C. 28557
252-247-7479
tttttt/t N l q1��••
H CARD •.,
SEAL
13343
RONALD D. CULLIPHER, P.E. DA
file: F:\Yuhlic\Master0rawings\I091Momingstar\Erosion-Narrative.doc

I. PROJECT DESCRIPTION
The Landings at Mitchell Village is a residential project that includes stormwater
management. The Landings at Mitchell Village is a planned unit development that will contain 67
residential units. The residential units are to be triplexes, quadplexes, and quinplexes as shown on
the plans. The project will also consist of the final construction of Pittman Avenue which has been
a dedicated right-of-way since the 1970's. A portion of the street was constructed including curb &
gutter along the eastern most portion of the right-of-way and access along the western end of the
right-of-way is being utilized by an existing resident.
Il. STORMWATER MANAGEMENT
The project drains to the southeast under Rochelle Drive. The drainage continues to the east
until it reaches the headwaters of Pelletier Creek. Pelletier Creek is a class SC water body.
One main wet -detention facility is to be constructed. Wet -pond number 2 incorporates the
required treatment for the residential P.U.D..
III. EARTH DISTURBING ACTIVITIES
A. Soil types- the entire acreage consists of a sandy surface with an underlying hardpan
located at various depths. Due to the sandy nature of the site caution must be maintained
throughout construction to minimize the disturbed areas.
B. Earth disturbing activities will include construction and installation of the wet -
detention facilities and associated storm drainage. Construction of water and sewer facilities,
roads, parking lots and buildings. It is anticipated that the residential development will be
constructed in at least seven phases. As such, limits on land disturbance in the residential
area should be limited to the modification of the offsite storm drainage from wet -detention
pond no.I , the installation of utilities in Pittman Avenue, street construction of Pittman
Avenue and finally each residential sub -section.
SUB -SECTION l
SUB -SECTION 2
SUB -SECTION 3
SUB -SECTION 4
SUB -SECTION 5
SUB -SECTION 6
SUB -SECTION 7
UNITS 101-403
UNITS 1701-1805
UNITS 1601-1505
UNITS 1301-1903
UNITS 501-704
UNITS 1101-1203
UNITS 801-1002
Note: THE BOAT STORAGE FACILTY SHALL BE CONSTRUCTED WITH
THE FIRST RESIDENTIAL PHASE.
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IV. EROSION AND SEDIMENTATION CONTROL MEASURES
The following measures are proposed for the site. If it becomes evident that
additional erosion and sedimentation control measures are needed, they shall be installed
immediately. It is intended that all grading and excavation activities within a certain area will be
protected as soon as that activity is complete, i.e., drainage swales, utility easements, etc.
A. Sediment Fence - Sediment fence will be utilized as necessary in locations as
shown on plans or as deemed necessary by the engineer to insure that off -site
sedimentation in controlled.
B. Sediment Basins- Stormwater detention pond proposed for the site will serve as a
sediment basins during the construction phase of development.
C. Riprap outlet protection- Riprap to be installed at locations shown on plans to
reduce energy at high velocity areas.
D. Seeding - All disturbed areas will be seeded within 14 days following
construction in accordance with the seeding schedule shown on plans.
E. Stone Construction Entrance - Stone construction entrances will be used to reduce
transport of sediment off site.
V. CONSTRUCTION SEQUENCE
A. Initial Activities:
I . Initiate clearing and grubbing operations.
2. Install stone construction entrances.
3. Complete clearing and grubbing operation.
4. Install silt fencing at locations shown.
5. Construct stormwater detention ponds including overflow/outlet devices.
6. Rough grade site.
7. Install water and sewer system.
S. Install stormwater collection system and erosion control measures
specified for inlets.
9. Muck out and fill existing ditch at location shown.
10. Seed all disturbed areas except areas for building pads within 14 days of
disturbance.
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B. Inspection- Hold Point:
Contractor shall not proceed with any impervious surface construction including
building foundations, slabs, sidewalks or roads until "Item A" initial activities are
completed and a letter from the project engineer indicating that permit requirements
are met is received.
C. Final Activities
1. Construct buildings and install roof gutters as shown on a per building
basis.
2. Construct parking lot, drive way, sidewalks, and walkways.
3. Complete installation of remaining underground utility facilities.
4. Remove accumulated sediment from stormwater detention basins and
perform final grading of basins.
5: Complete final landscaping and install wet detention basin vegetation as
specified.
V1. DESIGN ASSUMPTIONS
1. Design storm is ten years.
2. The rational method was used for design purposes.
V1I. WET DETENTIN BASIN OPERATION AND MAINTENANCE
After every significant runoff producing rainfall event and at least monthly:
A. Inspect the wet detention basin system for sediment accumulation, erosion,
trash accumulation, grass cover, and general condition.
B. Check and clear the orifice and overflow device of any obstructions.
2. Repair eroded areas immediately, re -seed as necessary to maintain good vegetative
cover, mow vegetative cover to maintain a maximum height of six inches, and
remove trash as needed.
3. Inspect and repair the collection system (piping, flumes, swales, riprap) quarterly to
maintain proper function.
4. Remove accumulated sediment from the wet detention basin systems semi-annually
or when depth is reduced to 75% of the original design depth.
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b.
Main Basin Eorebay
Pond 2 original design depth: 7.00' 3.00'
sediment removal benchmark depth: 5.25' 2.25'
Removed sediment shall be disposed of in an appropriate manner in no way
adversely impacting water quality.
5. Remove cattails and other indigenous plants when they cover 50% of the basin
surface.
VI. COASTAL STORMWATER REGULATIONS
The North Carolina Division of Environmental Management implemented coastal
stormwater regulations in coastal counties on January 1, 1988. These regulations are detailed in 15
NCAC 2H.1000 Stormwater Runoff Disposal. These rules allow for a development to be considered
under various options. This project is submitted for approval in consideration under Section
.1003(d)(2) high density projects.
File, 1--1PuhliclMaster\Drawings11091Morningstar\E-rosion-Narrative.doc