SW8960605_HISTORICAL FILE_20211117

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SWg °Ilv(7h05
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2021 11 t-j
YYYYMMDD

Burd, Tina J
From: Burd, Tina J
Sent: Monday, November 15, 2021 9:04 AM
To: [e-mail]
Subject: SW8 960605 - Lakeside Park Owners Association, Inc.
The Wilmington Regional Office of the Division of Energy, Mineral and Land Resources (Stormwater Section) accepted
the Stormwater Permit Renewal Application and $505.00 fee for the subject project on November 10, 2021. The project
has been assigned to Ashley Smith and you will be notified if additional information is needed.
Best Regards,
Tina Burd
Administrative Associate II
Wilmington Regional Office
Division of Environmental Assistance & Customer Service
Phone [phone]
NCDEQ
Wilmington Regional Office
127 Cardinal Drive Ext.
Wilmington, NC 28405
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
Website: http://deg.nc.gov/about/divisions/energV-mineral-land-resources/stormwater
Based on the current guidance to minimize the spread of COVID-iq, the Department of Environmental Quality has adjusted
operations to protect the health and safety of the staff and public. Many employees are working remotely or are on staggered
shifts. To accommodate these staffing changes, all DEQoffice locations are limiting public access to appointments only. Please
check with the appropriate staff before visiting our offices, as we may be able to handle your requests by phone or email. We
appreciate your patience as we continue to serve the public during this challenging time.

Burd, Tina J
From:
Tammie Moore <[e-mail]>
Sent:
Monday, November 15, 2021 9:04 AM
To:
Burd, Tina 1
Subject:
Automatic reply: [EXTERNAL] SW8 960605 - Lakeside Park Owners Association, Inc.
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Report Spam.
I will be out of the office until Thursday, November 18th at 8am. Please call the on call staff at (9ro)
509-2246 if you should have emergent needs during my absence.
Many Blessings!
-Tammie Moore
CEPCO Association Manager

Non-Tfa115fef Application Completeness Review Checklist
Project Name: Lail 17JE� PAair oomeRS r &SOaA7}ltD,u�l Date Delivered to WIRO:
Project County/Location: t J t� /ME0' C4 L �ti �<Q . RIMS Received/Accepted Date:
Permit Action: New New Permit #2:
Not located in the ETJ of the following delegated
and functioning programs:
Given to Admin:
Acknowledged Dater:
NHC: Carolina Beach / Kure Beach / Wilmington / Wrightsville Beach
Bruns: Leland / Navassa (?) / Oak Island
Cart: Emerald Isle Onsk Jacksonville Pend: Surf City
Major Mod / Minor Mod / enewal 21
Existing Permit #:
Applicant & Permittee are the same?3 Expiration Date°.
Permit Type: 10 ' LD / LD Overall / HD &LD Combo
General Permit / Ofisite / Exempt + Redevelopment
Development Type: Commerci Residentia Other
Subdivided?: 1=br Single Lot
11./10.12.ez.1
11 / 10
S�8 9 (oD�OS
F�Offske to SW8:
Ells Offsite Lot approved in Master Permit?s
Rule(s): �2017 Coastal 2008 Coastal
Phase II El Universal
�1995 Coastal
1:11988 Coastal
Permittee Type & Documents Needed:
Property Owner(s) = Purchaser
Lessee
=HOA =Developer
=Viable? Viable?
Viable?
=Viable? =Viable?
=Deed =purchase Agmt
=Lease
=Election Minutes
Paperwork
®Application
®fee: ®$505 (within 5mo) Check#(s):
I D I'
�No Fee
FISupplement2 (1 new form or for older forms: 1 original per SCM)
FJO&M2
Soils Report (Infil or PP)
Calculations (signed/sealed)
Deed Restrictions, if subdivided 2
Project Narrative
QUSGS Map (or on file?) Subject to SA?: Y / N
Subject to ORW?:
Y / N
Plans (2 Sets)
NOTES:
'Enter BIMS Acknowledged Date on this Sheet
2For New Projects -Enter New Permit # on Supplements & Deed Restriction Templates.
3 If permittee is different, STOP. Needs to be transferred first
°If w/in 6 months and they are requesting a mod, STOP. Needs a renewal -first.
slf Lot not approved in master permit, STOP. Master permit needs mod.
EMAILED ENGINEER DATE:
REVIEWER NAME: *0Le=
Comments:
G:WQ\\\Reference Libra ry\P roced ures\Ch ecklists\Com pleteness Review Checklist 20210908

Lakeside Park Association Board of Director's Authorization
I, Brian Gilmore, MD, authorize Randy Norris the CEO and Owner of
CEPCO to sign all documents related to the Stormwater Program on
behalf of the Lakeside Board of Directors.
Signature:
Lc�Sc�S\(AL c-,`a0o.rc� Pesos
mom -1 4 i1

..
.. �.
t

Basic Map An Interactive Map of New Hanover County, NC
All rights reserved

Lakeside Park Operational and Maintenance Policy and Procedures
The Purpose of this Policy and Procedure:
This stormwater management policy and procedure includes a designed summary for the
Lakeside Park Stormwater Operational and Maintenance BMP, design calculations, plans and
specifications showing inlet and outlet structure details, routine pond maintenance, such as
mowing and removing debris or trash for both wet ponds, is needed multiple times each year.
Inspection Frequency for the inspection will be conducted monthly for minor items, and
annually for major inspection items, such as structural components. More significant
maintenance such as removing accumulated sediment is needed less frequently but requires
more skilled labor and special equipment and may need a separate proposal submitted to the
Association Manager and the work will not be performed until the approval has been obtained
by the Board of Directors. At which time, the Proposal for Additional services will be signed by
the Association Manager or by a CEPCO administrative staff member.
Monthly Inspections for the months of December, January, and February, And Bi-monthly
inspections for the months of March through November.
The Monthly Inspection will also include the following items:
1. Items that are missing such as manhole covers or trash racks, missing or damaged fencing
that normally prevents access to a pond with steep side slopes, or a missing or damaged
grate at a large inflow or outfall pipe.
A Pond Inspection Report will contain all pertinent documentation regarding the inspector's
findings, additives used on the pond, any indications of bare spots or erosions that are
observed, the date, time and Inspector's signature, and recommendations.
3. Inspectors should take a core set of documentation through photographs depicting the
practices being inspected. In addition, specific problem areas should be photo documented.
A recommended set of core photographs for ponds and wetlands include:
• Vehicle access points.
• Overview of practice.
• Overview of principal spillway structure.
• Upstream face of dam embankment.
• Downstream face of dam embankment.
• Outfall to practice and downstream outfall from practice.
• Emergency spillway (if applicable). In addition, because of the large number of
photographs that will likely be generated, a digital camera should be used when possible,
to allow photographs to be stored electronically. (In advanced database programs, these
photographs can be retrieved digitally). Finally, photographs should be named using a
standard convention. The photograph name should indicate the practice identification
number, feature (or problem) being photographed, and date of photograph.
N�V 1020

4. Field Marking is a very important practice for the inspector to ensure that key areas have
been highlighted as an area of concern with spray paint or another form of marker. This is
particularly useful for problems that may otherwise be difficult to find by others. Marking
should be used as discretely as possible. For example, only dots sprayed at the base of trees
should be used to mark limits of clearing for vegetation removal.
5. In addition to routine inspection, maintenance needs to be performed to access the
function of the control structure. Runoff treatment controls require specific maintenance
activities at varying schedules. The cost and time commitment should be planned for all
maintenance activities delegated to the contractor unless the proposal for additional
services have been submitted to the Association Manager and approved by the Board of
Directors which include but are not limited to the following items:
• Cleaning and removing debris after major storm events (>2" rainfall)
• Harvesting of vegetation when a 50% reduction in the original open water surface area
occurs
• Repairing embankment and side slopes
• Repairing control structure annually or as needed due to storms and debris
• Removing accumulated sediment from forebays or sediment storage areas when 60% of
the original volume has been lost 5-year cycle Ponds Extended detention ponds, wet
ponds, multiple pond systems, "pocket' ponds
• Removing accumulated sediment from main cells of pond once 50% of the original
volume has been lost 20-year cycle.
• Inspection and repair of critical structural features such as embankments and risers
The structural stability issues associated with embankments and pipes, earth, concrete and
metal repairs are essential elements of stormwater pond and wetland maintenance and
designed for a stable water surface elevation between storm events that will rise during
and shortly after a significant rain event. Pond elevations should not dip appreciably below
the specified level unless under extreme conditions, such as drought. Pools provide
functions including aquatic habitat, water quality protection, and visual aesthetics. When
pool levels drop too low, water quality is threatened by algal blooms and anoxic conditions,
which can lead to fish kills and plant stress that in turn can undesirably reduce predation on
mosquito larvae. Leaks within the facility embankment or through the bottom of the pond
are often difficult to locate unless they are large or severe. Active dam leaks often produce
a vortex, an unmistakable indication of a leak. Water may leak through sinkholes formed in
pond bottoms or infiltrate through porous underlying soils. Leaks in the principal spillway
riser are easy to spot. Leaks in the barrel are harder to locate, as they require either manual
entry or remote TV inspection. Broken or missing valves can also lead toward abnormally
low water levels in ponds.
7. Clogged low flow orifices and weirs represent the most frequent, persistent maintenance
item common to all types of ponds or wetlands. Serious impacts can easily be minimized
through design and retrofit. However, without frequent maintenance, even openings with
trash racks can become clogged. Clogging occurs when debris or sediment accumulates at
riser/weir openings or outfalls, blocking the flow of water. Debris includes vegetative

material such as dead plants, twigs, branches and leaves as well as litter and trash. Large
storms can transport large amounts of debris. Vandalism and nuisance problems such as
beavers contribute to clogging as well.
8. The high permanent pool disrupts the pond or wetland function by:
a. Decreasing storage volume thereby reducing the ability to attenuate flood flows.
b. Causing the flow velocity leaving the pond or wetland to be greater than the design
release rates therefore increasing downstream channel erosion.
c. Compromising water quality because runoff short-circuitsl the pond and enters the
downstream channel without adequate residence time for quality treatment.
d. Abnormally high permanent pool — Water spills into 2- year weir because beavers
have clogged the low flow orifice.
e. Killing riparian trees by flooding their roots which are not normally submerged in the
high pool.
f. Compromising public access and safety when adjacent pathways and recreational use
areas are flooded.
g. Saturating areas designed to be outside the permanent pool potentially causing
mosquito -breeding habitat to be created. (Basins should be designed so that pooling
or ponding of water in isolated peripheral areas does not occur for more than 4
consecutive days.
9. In addition to the permanent pool fluctuation problems noted above, clogged orifices can
cause the following concerns:
a. Riser without trash rack
b. Flattop riser covered with debris.
c. Obscuring the upstream slope of embankments, preventing adequate inspection.
d. Blocking low flow openings causing overtopping of the embankment or dam in the
event of a flood.
e Blocking underwater spillway inlets such as 'reverse slope' pipes once floating debris
becomes waterlogged and sinks. Pipe Repairs Pipes and riser structures are designed
to convey stormwater safely and at a controlled rate. If pipes or risers are damaged,
these functions will be affected. Often, risers are made from the same materials as
pipes, and therefore, can be treated as such with respect to maintenance and repair.
Pipes through the embankment — the principal spillway and other utilities — are
designed to be watertight. If damaged, pipes may leak water into the embankment
through holes or separated joints. This can lead to piping of water along the pipe,
which results in erosion and can lead to embankment failure. Pipe damage can occur
at any point in a pond or wetland lifecycle and can be caused by improper d poor
construction, inadequate maintenance, or wear and tear.

10. Vegetation Management Vegetation management involves sustaining the landscaping as
designed and preventing the growth of unwanted species. There are three primary types
of vegetation that require management and maintenance in stormwater ponds and
wetlands: turf and grasses, wetland plantings, and trees and forested areas.
11. Turf and Grasses Native and non-native grasses are the most common vegetative
stabilization used in stormwater pond and wetland construction today for reasons of
aesthetics, ease of maintenance. The root system of any vegetative cover holds the surface
soil in place and protects the slopes from wind and surface runoff erosion. A regularly
scheduled program of cutting and trimming of grass at facilities during the growing season
will help to maintain a tightly knit turf and will also help prevent diseases, pests, and the
intrusion of weeds.
12. Wetland Plantings Native wetland plants promote biological uptake of pollutants. Though
natural propagation is desirable, vegetation will still need to be managed to meet the
design goals. Depending on the design of the system, vegetation harvesting3 and control of
aquatic plants (such as cattails and phragmites) may be required. Trees are often planted
for aesthetic, stabilization, and temperature control reasons. They must be maintained to
prevent clogging of orifices with debris and the spread to unwanted areas. Vegetation
management is probably the most frequent maintenance activity that occurs in association
with the upkeep of stormwater ponds and wetlands. While the activity requires little
expertise or special equipment, there are still important site conditions to be aware of to
maintain a properly functioning stormwater pond or wetland.
13. Unseen areas may be neglected. For example, the downstream dam face of an
embankment is the most neglected and most critical area requiring regular clearing.
a. Heavy pedestrian use, particularly along the top of the pond and along pond edges
can create patches of bare soil.
b. Industrial pollutants can cause alteration in the chemical composition and pH of the
discharge water, which, in turn, can affect plant growth even when the source of
contamination is intermittent. Nutrients increase plant growth and acidic discharges
can decrease vegetation.
c. Un-maintained vegetation can obscure large portions of the dam, preventing
adequate visual inspection and limiting access to the dam and surrounding areas. And
obstructing the access is critical in emergency situations.
d. Excessive vegetation often provides habitat for rodents and burrowing animals and
can affect the flow rates through earthen spillways.

14. Sources of solid and semisolid wastes retained in a pond or wetland include:
• Soil loss from lawns and open areas
• Litter and yard waste
• Sand from winter sanding operations
• Natural leaf litter and down branches
• Grit from roofing shingles
• Atmospheric deposition wash off
• Construction sediments
• Erosion from upstream conveyance swales
• Asphalt grit as sediment accumulation
15. Sediment forebays, pond drains, access for sediment removal, and a designated onsite
disposal area. These considerations will reduce eventual costs of sediment removal, as
major cost items in dredging include dewatering, transport of sediment for off -site disposal,
re-establishment of wetland communities, and access.
16. Nuisance Issues include:
1. Rodents damage ponds or wetlands through burrowing or dam building.
2. Burrowing may jeopardize embankment stability for dams and berms, beaver
dam building reduces live storage and creates clogging problems.
3. The following animals routinely cause destruction to embankments and berms:
groundhogs/woodchucks, muskrats, prairie dogs, badgers, pocket gophers and
Richardson ground squirrels. Animal burrows can deteriorate the structural
integrity of dams, embankments, and cause erosion.
All SCM protocols must comply with EPA regulations and Title 15A
Administrative Code 2H.1003 and NC general Statute 143-214.7 and must be
approved by the CEPCO Association Manager.

Is
STATE OF NORTH CAROLINA
DEPARTMENT OF THE SECRETARY OF
STATE
DESIGNATION AND/OR STATEMENT OF CHANGE OF REGISTERED OFFICE,
REGISTERED AGENT NAME OR PRINCIPAL OFFICE,
Pursuant to §5513-31. §55.1-22(26), § 55A- 16-23(b), §57D-1-22(29), of the General Statutes of North Carolina, the
undersigned entity submits the following for the purpose of changing its registered office address, registered agent name, and/or
principal office addresses for the State of North Carolina.
INFORMATION CURRENTLY ON FILE
1. The cxact name of the entity as listed an the business registry is: Lakeside Park Owners AS sociation, Inc.
Entity Type: BDomesticCorporation, oForeignCorporation, © Nonprofit Corporation
Domestic Limited Liability Company, QForeign Limited Liability Company
2. (Check only if applicable)=The registered agent name and/or address is not currently on file with the Secretary of State.
3. (Check only if applicable)_=The principal office address is not currently on file with the Secretary of State.
Registered Agent Information (complete this section ijthere it a registered agent name and address on file with the Secretary of
State)
4. The name of the current registered agent is: Michael Nadeau
5. The street address and county of the entity's registered agent office address currently on file is:
Number and Street: 15894 US Highway 17N
City:Hampstead state:.tLr Zip:28443 county: Pender
The mailing address j(djorerentfrom the street address of the registered agent office address currently on file is:
Number and Street or PO Box: PO BOX 56
City:Hampstead State: MC Zip:28443 county: Pender
Principal Office Information (complete this section only ijthere is a principal office on fife with the Secretary of State)
6. The street address and county of the entity's principal office address currently on file is:
Number and street: 5051 New Center Drive #125
City: Wilmington State:NC Zio:28403 County:
New Hanover
The mailing address If dffferentjrom the street address of the principal office address currently on file is:
Number and Street or PO Box:
City: State: —Zip:.. .. Cotutty: _
BUSINESS REGISTRATION DIVISION PO Box 29622 Raleigh, NC 27626-0622
(Revised July, 2017) rs—..-., .-_ _ _ (Form BE-17)
�=aC110�
NUN 10 2021
BY:_

65
NEW INFORMATION
Registered Agent Information (complete this section ifthe registered agent name and address is being changed on the business
registry)
I. The street address and county of the entity's new registered agent office address is:
Number and Street: 1628 Doctors Circle
City. Wilmington Statc:NC Zip:28401 county. New Hanover
2. The mailing address ifdJJjerentfromthe street address ofthe new registered agent office address is:
Number and Street or PO Box: same
City:
f9 Zip: County:
3. The name of the new registered agent and the new agent's consent to
CFPCO Managament Services LLC1Cadton R. Noais
7yp'e or Print Name of New Registered Agent
4. The address of the entity's registered office and the address of the business office of its registered agent,
same location.
Principal Office Information (complete this section only ifthere is a principal oJfrce on file with the Secretary of State)
5. The street address and county of the new principal office address is:
Number and Street: 1628 Doctors Circle
City. Wilmington state:,NC Zip:28401 County: New Hanover
6. The mailing address if djOrerentfrom the street address of the new principal office address:
Number and Street or PO
City: State:_Zip: County:
7. This statement will be effective upon filing, unless a date and/or time is specified:
This the IZ day of P#E)G , 20-LL_.
Note: Filing fee Is $10.00. This document must be Mod with the NC Secretary of State
"Instead of sigafttg here, the new registered agent may sign a separete written comeat.to the appointment, which must be attached'to this document
upon submission for filing.
Lakeside Park Owners Association, Inc.
BUSINESS REGISTRATION DIVISION PO Box 29622 4,o� ^� .Raleigh, NC 27626-0622
(Revised July, 2017) �. i (Form BE-17J
NOV i 0 2021
By.

Johnson, Kelly
From: Johnson, Kelly
Sent: Thursday, April 26, 2018 2 29 PM
To: 'Ed Sconfienza'
Subject: New Offsite Permit for Lot 2 of Lakeside Park/SW8 969605
Attachments: Purchaser projects template 2017 07 17 docx
Ed,
Thanks for meeting today. I owe you an answer on who signs the offsite supplement since your client, Temmins, owns
the land and New Hanover County plans to purchase the land. In this case, New Hanover County will need to sign the
Main Application as the applicant and Temmins will sign as the property owner. And, New Hanover County will sign the
offsite supplement since they are signing the main application as the applicant. I have attached the permit template so
you can see how the permit will be written given that these two entities are involved. Also, I thought of one other thing
that I should have told you at the meeting. Please look at the part of the application where you check that the
"purchaser" is the applicant. Notice that it asks for a Purchase Agreement. We do not need the whole multi -page
document with all of the financial information. We just need enough of it to establish that the County intends to buy
the land. Please redact any private information since all information submitted to DEMLR is public information.
Thanks,
Kelly
t_eUt�iohvwsow
Kellyjohnson
Environmental Engineer
NC Division of Energy, Mineral and Land Resources
Stormwater Permitting
127 Cardinal Drive Extension
Wilmington, INC 28405-3845
Phone: [phone]
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties.

Johnson, Kell,
From:
Johnson, Kelly
Sent:
Wednesday, April 25, 2018 2.50 PM
To:
Pusey, Steven
Cc:
Georgette Scott
Subject:
SW8 180204 (offsite) & SW8 960605 (master)
Steve,
Here is the email you requested showing which master table needs to be updated to reflect the offsite permit you issued
on 4/4/18. You may want to update the inspection you did for the master as well since it says that the master needs to
be modified and, it is my understanding from what we discussed, that it was only that the master table needed to be
updated (no modification needed)
Thanks,
Kelly
ICCU'I JOh�A'SOVi.
Kelly Johnson
Environmental Engineer
NC Division of Energy, Mineral and Land Resources
Stormwater Permitting
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Phone: [phone]
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Low and may be
disclosed to third parties.

4&,�$ 0'"o S
N®MUS & TUNS' ALL
CONSULTING ENGINEERS P.C.
902 Market Street
Wilmington, NC 28401
[phone]
[phone] Fax
John S. Tunstall, P.F.
T. Jason Clark, P.E.
1429 Ash -Little River Road
Ash, NC 28420
[phone]
[phone] Fax
J. Phillip Norris, P.E
January 24, 2018
Ms. Kelly Johnson, Environmental Engineer
NC DEQ
Division of Energy, Mineral and Land Resources — State Stormwater Program
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Re: Holiday Inn Express and Suites (SW8 171007) CER
Lakeside Park (SW8 960605)
Delaney Radiology (SW8 050411) JAN 2 5 2w '
839 Medical Center Drive
Wilmington, NC
N&T Project No. 17039
Dear Ms. Johnson:
Pursuant to your comment letter of December 5, 2017, which we received on December 12,
2017, we offer the following responses.
1. SW8 960605 (Lakeside Park):
114. Additional information: Please submit a second copy of the plan sheet.
Response: Enclosed is a second copy of the Master Plan for Lakeside Park.
Notice of Inspection, November 20, 2017: Please submit a plan of action to
address the following items.
Response: Per the Lakeside Park Owners Association, the pond repairs are
complete. In lieu of a Plan of Action, attached is a copy of the 01-
17-18 invoice, they received from Retention Pond Services, for the
completed pond repairs.
Vi. An inlet pipe that is not on the permitted plan has been added to Pond 1
behind USCG.
Response: Jon Wayne, of Hanover Design, sent us the attached 11 x 17
plan designed by Tripp Engineering, P.C. Per Jon Wayne, if
the pipe in question is the one shown on Tripp Engineering's
plan, then it was permitted based on this plan.
ii. The outlet structures do not appear to be functioning as designed and
permitted. At the time of the inspection both ponds were full. Both ponds
were designed such that the 1.5 ft of storage was provided between the
NCBELS License C-3641

Ms. Kelly Johnson / NC DEQ Stormwater
January 24, 2018
Page 2
permanent pool and the bottom of the weir. However, both ponds appear
to not provide the required storage. This problem was also noted during
previous inspections. If the orifices are not clogged then the outlet
structures are in other ways prohibiting the pond from functioning properly
to provide the require storage. Please resolve this issue.
Response: Per the Lakeside Park Owners Association, the pond repairs
are complete. In lieu of a Plan of Action, attached is a copy
of the 01-17-18 invoice the received from Retention Pond
Services for the completed pond repairs.
2. SW9 050411 (Delaney Radiology): Please complete the following table to detail the
impervious area, and in particular, to document the amount of "future" impervious that
will be available.
Response: See below filled in table detailing the impervious area.
Totallmoervious 252.569 ft2
Onsite Buildings:
21,800
ft2
Onsite Sidewalks:
5,248
ft2
Onsite Parking:
97,523
ft2
Onsite Roads:
0
ft2
Onsite Other:
0
ft2
Future:
127,998
ft2
3. SW8 171007 (Holiday Inn Express): No additional information is needed. The three
permits will be issued together once the paperwork for the other two has been
submitted.
Response: Understand.
Enclosed is a second copy of the Master Plan for Lakeside Park, an 11 x 17 copy of Tripp
Engineer's C1 plan sheet, and a copy of the Retention Pond Services, Inc. invoice for the
completed pond repairs. Please let us know if you have any further questions.
Sincerely,
NORRIS & TUNSTALL
CONSULTING ENGINEERS, P.C.
I
T. Jason Clark, P. E.
TJC/asn" 17039 01-24-18-s-sw-response-Itr
Enclosures
'PIN ? •�_

• (1 %AneOnr(-E Co m PCE 7 C-
Cacv Ng6An A--T toN)
; CEIVEd i lt590N56 10 Q15/l7 �.
JAN 2 5 2018
Retention Pond Services, Inc.
Specializing in All phases ofAyuatic and WeGand Maintenance
BILL TO
Creative Commerical Properties Invoice
15894 Highway 17
PO Box 56
Hampstead, NC 28443
DATE INVOICE #
1/17/2018 88987
WORK ORDER P.O. NO. TERMS PROJECT
Due On Receipt Lakeside Park
DESCRIPTION OF SERVICE AMOUNT
Sediment Removal from Pond 1 and Pond 2, installed new orifice pipe and seal the
OCS 6,825.00
Thank you for your business.
Total Due $6,825.00
Your finance charge is computed by a percentage rate of 1.50% per month, which is an annual percentage rate of
18.00% applied on all balances unpaid after 30 days.
P.O. Box 12121 - Wilmington, NC 28405 - 910.313.6830 - 888.791.3600 - Fax [phone]
www.retentionponds.com

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