SW8020432_HISTORICAL FILE_20080703

NORTH CAROLINA
Department of Environmental Qual

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

Subpoena for Ed Wall Trial in Carteret County, NC
r
Subject: Subpoena for Ed Wall Trial in Carteret County, NC
From: "Lisa Bush" <[e-mail]>
Date: Mon, 24 Mar 2008 09:50:11 -0400
To: clinda.lewis a ncmail.net>
Ms. Lewis,
I left you a voicemail message but wanted to follow up by email. The Ed Wall case is being continued at
the request of the Defendants due to kidney failure of one of their key witnesses —We will not be
opposing their motion to continue. We will contact you later with the new court date.
I know you are incredibly busy, but would very much appreciate a reply letting me know you received
this message.
Thanks,
Lisa B. Bush
N.C. Certified Paralegal
/j /
BESWICK & GOINES, PLLC
2
911 Arendell Street
�/
Morehead City, NC 28557
Phone: 2 -134
Fax: [phone]
rlll�-4
I isa. bus h(cDcoastalaw.com
1 of 1 3/26/2008 10:06 AM

GFORGE %V. IiUSWICK'
M. DOUGLAS G0I1\11:s
AARON ❑, ARNFI-113
` Certified Aledialor
January 7, 2008
Ms. Linda Lewis
Fnvirenmenvil Engineer
N. C. Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405
BESWICh & GOINES, PLLC
ATTORNEYS AT LAW
911 Arendell Street
Morehead City, North Carolina 28557
THI.71111ONf? [phone]
VACSINHI.F (252) 726-743a
linwil: ��nb Tc�=ralan.cum
6U) � OZ06�2""?
RE: Edward Wall et ux vs. Cape Lookout RV Park, LLC, Ronald Loftis and Harold Gurganus
Dear Ms. Lewis:
Enclosed is a copy of the Subpoena which we have issued for the above referenced trial. In
addition to receiving this copy, the Sheriff may either call you regarding this matter or may
personally serve you with a copy of the Subpoena.
Please be in court on Tuesday, March 25, 2008 at 9:30 a.m. We realize that your time is very
valuable and we will do everything we can to get you on the stand and out of court as soon as
possible.
If you have any questions, please do not hesitate to contact our office.
Sincerely yours,
BESWICK & GOINES, PLLC
Lkb�^"3 &ash
Lisa B. Bush
N.C. Certified Paralegal
/lbb
Enclosure

il
STATE OF NORTH CAROLINA ® Pile
Co. 1386
In The General Court of Justice
Carteret County ❑ District 0 Superior Court Division
EDWARD WALL, et ux
Additional Rie Numbers
VERSUS
SUBPOENA
CAPE LOOKOUT RV PARK, L.L.C., RONALD LOFTIS
and HAROLD GURGANUS
G.S. 1A-1, Rule 45
Party Requesting Subpoena
NOTE TO PARTIES NOT REPRESENTED BY COUNSEL: Subpoenas maybe produced at your request, but
❑ State/Plaintiff ® Defendant
must be signed and issued by the office of the Clerk of Superior Court, or by a magistrate or judge.
Name And Address of Person Subpoenaed
Alternate Address
TO
Linda Lewis
Environmental Engineer
N. C. Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405
Telephone No.
Telephone No.
910 796-7301
YOU ARE COMMANDED TO: (check all that apply).
® appear and testify, in the above entitled action, before the court at the place, date and time indicated below.
❑ appear and testify, in the above entitled action, at a deposition at the place, date and time indicated below.
❑ produce and permit inspection and copying of the following items, at the place, date and time indicated below.
❑See attached list. (List here if space sufficient.)
Name And Location of CourtlPlace Of Deposition/Place To Produce
Date To AppearlProduce
Carteret County Superior Court
Tuesday, March 25, 2008
Courthouse Square
Time To AppearlProduce
Beaufort, NC 28516
9:30 ® AM ❑ PM
Name And Address of Applicant or Applicant's Attorney
Date
Aaron D. Arnette
JanuaEyT2008
911 Arendell Street
signature �/
Morehead City, NC 28557
C jz�
Telephone No.
❑ Deputy CSC ❑ Assistant CSC ❑ Clerk Of Superior Court El Superior Court Judge
252-726-2134
❑ Magistrate ® Attorney/ DA ❑ Distract Court Judge
IS
RETURN OF SERVICE
r
I certify that this Subpoena was received and served an the person subpoenaed as follows:
By ❑ personal delivery.
❑ registered or certified mail, receipt requested and attached.
❑ telephone communication (For use only by the sheriffs office for witness subpoenaed to appear and testify_)
❑ I was unable to serve this subpoena.
Service Fee ❑ Paid Date Served
Signature of Authorized Server
Title
$ ❑ Due
NOTE TO PERSON REQUESTING SUBPOENA. A copy of this subpoena must be delivered, mailed orfaxed to the attorney for each party
in this case. if a party is not represented by an attorney, the copy must be mailed or delivered to the party. This does not apply in criminal cases.
AOC-G-100, Rev. 10l03 (Please See Reverse Side)
0 2003 Administrative Office of the Courts

NOTE: Rule 45, North Carolina Rules of Civil Procedure, Parts (c) and (d).
(c) Protection Of Persons Subject To Subpoena
(1) Avoid undue burden or expense. - A party or an attorney responsible
for the issuance and service of a subpoena shall take reasonable steps to
avoid imposing an undue burden or expense on a person subject to the
subpoena: The court shall enforce this subdivision and impose upon the
party or attorney in violation of this requirement an appropriate sanction that
may include compensating the person unduly burdened for lost earnings
and for, reasonabl&itorney's fees. s `
(2) For production of public records -or hospital medical records. -Where
the subpoena cammands any custodian of public records or any custodian
of hospital medical records, as defined in G.S. 8-44.1, to appear for the sole
purpose of producing certain records in the custodian's custody, the
custodian subpoenaed may, in lieu of personal appearance, tender to the
court in which the action is pending by registered or certified mail or by
personal delivery, on or before the time specified in the subpoena, certified
copies of the records requested together with a copy of the subpoena and
an affidavit by the custodian testifying that the copies are true and correct
copies and that the records were made and kept in the regular course of
business, or if no such records are in the custodian's custody, an affidavit to
that effect. When the copies of records are personally delivered under this
subdivision, a receipt shall be obtained from the person receiving the
records. Any original or certified copy of records or an affidavit delivered
according to the provisions of this subdivision, unless otherwise
objectionable, shall be admissible in any action or proceeding without
further certification or authentication. Copies of hospital medical records
tendered under this subdivision shall not be open to inspection or copied by
any person, except to the parties to the case or proceedings and their
attorneys in depositions, until ordered published by the judge at the time of
the hearing or trial. Nothing contained herein shall be construed to waive
the physician -patient privilege or to require any privileged communication
under law to be disclosed.
(3) Written objection to subpoena. - Subject to subsection (d) of this rule,
a person commanded to appear at a deposition or to produce and permit
the inspection and copying of records may, within 10 days after service of
the subpoena or before the time specified for compliance if the time is less
than 10 days after service, serve upon the party or the attorney designated
n the subpoena written objection to the subpoena, setting forth the specific
grounds for the objection. The written objection shall comply with the
requirements of Rule 11. Each of the following grounds may be sufficient for
objecting to a subpoena:
a. The subpoena fails to allow reasonable time for compliance.
b. The subpoena requires disclosure of privileged or other
protected matter and no exception or waiver applies to the
privilege or protection.
c. The subpoena subjects a person to an undue burden.
d. The subpoena is otherwise unreasonable or oppressive.
an objection has been made expect pursuant to an order of the court. If
objection is made, the party serving the subpoena may, upon notice to the
subpoenaed person, move at any time for an order to compel the
subpoenaed person's appearance at the deposition or the production of
the materials designated in the subpoena. The motion shall be filed in the
court in the county in which the deposition or production of materials is to
occur.:
(5) Motion to quash or modify subpoena. - A person commanded to
appear at a trial, hearing, deposition, or to produce and permit the
inspection and copying of records, books, papers, documents, or other
tangible things, within 10 days after service of the subpoena or before the
time specified for compliance if the time is less than 10 days after service,
may file a motion to quash or modify the subpoena. The court shall quash
or modify the subpoena if the subpoenaed person demonstrates the
existence of any of the reasons set forth in subdivision (3) of this
subsection. The motion shall be filed in the court in the county in which the
trial, hearing, deposition, or production ofmaterials is to occur.
(6) Order to compel: expenses to comply with subpoena. - When a court
enters an order compelling a deposition or the production of records,
books, papers, documents, or other tangible things, the order shall protect
any person who is not a party or an agent of a party from significant
expense resulting from complying with the subpoena. The court may order
that the person to whom the subpoena is addressed will be reasonably
compensated for the cost of producing the records, books, papers,
documents, or tangible things specified in the subpoena.
(7) Trade secrets, confidential information. - When a subpoena requires
disclosure of a trade secret or other confidential research, development, or
commercial information, a court may, to protect a person subject to or
affected by the subpoena, quash or modify the subpoena, or when the
party on whose behalf the subpoena is issued shows a substantial need
for the testimony or material that cannot otherwise be met without undue
hardship, the court may order a person to make an appearance or produce
the materials only on specified conditions stated in the order.
(8) Order to quash: expenses. - When a court enters an order quashing
or modifying the subpoena, the court may order the party on whose behalf
the subpoena is issued to pay all or part of the subpoenaed person's
reasonable expenses including attorney's fees.
(d) Duties In Responding To Subpoena
(1) Form of response. - A person responding to a subpoena to produce
documents shall produce them as they are kept in the usual course of
business or shall organize and label the documents to correspond with the
categories in the request.
e. The subpoena is procedurally defective. (2) Specificity of objection. - When information subject to a subpoena is
withheld on the objection that it is subject to protection as trial preparation
(4) Order of court re aired to override objection. - If objection is made materials, or that it is otherwise privileged, the objection shall be made with
ender subdivision (3) of this subsection, the party serving the subpoena specificity and shall be supported by a description of the nature of the
shall not be entitled to compel the subpoenaed person's appearance at a communications, records, books, papers, documents, or other tangible
ieposition or to inspect and copy materials to which things not produced, sufficient for the requesting party to contest the
objection.
INFORMATION FOR WITNESS
,. ,
NOTE: if you have any questions about being subpoenaed as a witness, you should contact the person named on the other side of this Subpoena in
the box labeled "Name And Address OfAoolicant OrADDlicant's Attomev.
DUTIES OF A WITNESS BRIBING OR THREATENING A WITNESS
• Unless otherwise directed by the presiding judge, you must answer all
questions asked when you are on the stand giving testimony.
• In answering questions, speak clearly and loudly enough to be heard.
• Your answers to questions must be truthful.
• If you are commanded to produce any items, you must bring them with
you to court or to the deposition.
• You must continue to attend court until released by the court. You
must continue to attend a deposition until the deposition is completed.
AOC-G-100, Side Two, Rev. 10/03
8 2003 Administrative Office of the Courts
It is a violation of State law for anyone to attempt to bribe, threaten, harass,
or intimidate a witness. If anyone attempts to do any of these things
concerning your involvement as a witness in a case, you should promptly
report that to the district attorney or the presiding judge.
WITNESS FEE
A witness under subpoena and that appears in court to testify, is entitled to
a small daily fee, and to travel expense reimbursement, if it is necessary to
travel outside the county in order to testify. (The fee for an "expert witness"
will be set by the presiding judge,) After you have been discharged as a
witness, if you desire to collect the statutory fee, you should immediately
contact the Clerk's office and certify to your attendance as a witness so
that you will be paid any amount due you.

BESWICK & GOIN--,,.,, PLLC
911 Arendp,:' Stieet
Morehead City, NC 28557
Linda Lewis
Environmental Engineer
N. C. Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405
Ili fj 16 El
. . . . . . . . . .

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NOV, 29, 2007 11:33AM
BESWICK&GO1NES, PA [phone]
NC. 8712 ° l
cl:oxc 9 W, BWMCK •
K DODULM GCOM3
AAROND.RRNM U
• ittfiedMcdiUM
BESWICK & COMS. PLLC
ATTORNEYS AT LAW
911 AnmdeU Sheet
Morebead City, North Carolina 28557
FAX MESSAGE FOR:
COMPANY:
FAX:
FROM: Aaron AraeE#e ([e-mail])
PHONE: [phone]
FAX [phone]
T©: LINDA LEWIS
DATE: 9124/07
PAGES:
REFERENCE:
Dear Ms. Lewis,
3_ Including Cover Sheet
TlSt EONS M2) 72 -2134
PACSI ME M2) 726-7,*3
Email ka2vaoxodw
I was hoping to speak with you regarding a letter you sent Edward Wail
concerning the issuance of a stormwater permit for the Cape Lookout RV Park,
permit number SW$420432. since the letter you sent Mr. Wall was back on June
30, 2005, I'm faxing you a copy of the letter. I would appreciate it if you
would give me a call. at 252-726-2134 t4 discuss this letter. Thanks for your
t1rne.
Since,rel,y,
Aaron Annette
TEES TRANSMITTAL WILL WJ LL NOT X- BE SENT BY U. S. MAIL,
'Ibo Samoa oamran:ad iulhis facsimile tttegeage 1.a auorrxcypcirilcBad aadoo�dmtial �oemalian only ivrthc uac vfthc i�d:v;dual ore�ity
named abova Ift ba tender of t1 b mammgc is cot the =im&d ncVmxe you are hmtry uotMad that =y d, atiom, dstnbutan 4 or copy ofd=
comm=4cjdcni3Wid1ypmh1iEcd Ifyouha�rzeoaivedtiaisoommmr immccra�,plrtaeimma�taxalyt►agtymnbyrel�lloae(collux}emdretutatlle
orioW mesmge to 911 Ateade2 3t, Mot¢bca i City, NC 28557.

NOV. 29. 2007 11, 33AI� 8ESW1CK&COINES, PA [phone] NOAM P. 2
Michael F. Easley, Governor
o�0F w�r�RQc
William G. Ross, Jr., Secretary
y f North Carolina Department of Environment and Natural Resources
r
Alan W. Klimek, P.E. Director
Division of Water Quality
June 30, 2005
Mr. Arlyn Wall
247 Mohican Trail
Wilmington, NC 28409
Subject- Cape Lookout RV Park
5tormwater Project No. SW8 020432
Carteret County
Dear Mr. Wall:
Thank you for your recent inquiries concerning the stor(Myster system a prayed for the Cape
Lookout RV Park project. This project was originally permitt ed on Jufy , 2002, for 26 RV
spaces, an office & bathhouse, a 16' wide inverted crown road, and 2 infiltration basins, each
with a proposed bottom elevation of 8.95 FMSL. On or about February 13, 200$, the Division
of Water Quality received a copy of a CAMA Major Permit application for the Cape Lookout RV
Park. This application indicated that there were 28 proposed RV spaces, which was 2 more
than the Division had permitted, On February 14, 2003, the Division sent Mr. Loftls a letter
informing him that a modification to the stormwater permit was required to address this
discrepancy. This letter was copied to Ms. Teri Barrett in the Morehead City office of the
Division of Coastal Management.
On March 12, 2003, the Division received the permit modification package for Cape Lookout
RV Park. While the modification is in review, the conditions of the original permit remain in
effect In the meantime, CAMA continued its review of the CAMA Major application. It is not
unusual for CAMA to issue its permit with conditions that require approvals/permits from all
other agencies to be in place before the permitted work can begin, Additionally, only work
within 576' of the ORW AEC is covered by the CAMA permit. This may help explain why the
construction was contlnuing in other parts of the project while the CAMA Permit was in
process.
On July 1, 2003. 1 inspected the project. My comments regarding this inspection are included
in an email I sent to Mr. McLean on July 2, 2003, copy enclosed, This is the only
documentation of this 4nspection. To summarize, I saw an earthern berm located along the
lower edge of the road adjacent the Infiltration basins, which forced the runoff from the site to
enter the infiltration basins at specific points, vs. the swale and sheet flow condition shown on
tiffs rev'ssed plans. also saw that the low ar�an
�ihnl,
�hd with a acent rape had
been filled in ass own on e r e pin atarea, an tomee n en atoinstall a caw spot and pump everything into
the infiltration basins. Both basins were dry.
lags were revised to remove the earthen berms and to fiLin the s ot. I do not recall
any of the pa cu ars regarding Mr. Loftis' decision to fill the low spot rather than install a catch
basin and pump, however, had a catch basin been proposed, I would have told Mr. Loftis that it
would be necessary to increase the size of Basin 42 in order to account for the effsite runoff
that would enter the catch basin from any of the adjacent properties.
North CaroMa Clvfslon of Water Gmii r 127 Cardinal Drive Extension Phone [phone] Customer 5eNicel-877-623.670
WIImington Rey a+al Office W.Vn1rVtw, NC 284Q5a45 FAX [phone] Intemst h2a,enrattte nc is NCaml
ina
An Eq mf OpportmitylAdllrMalive Action Emcycl ployer-50% Reed/10% PW Consurrxr Paper 1 d ur'711

NOV. 29. 2007 11:33AM 90WICKU01NLS, PAQ52j726-74H N0. 6)i2 r 3
Mr. Wall
tune 30,_2005
On July 16, 2003, the permit modification was issued to allow for an increased built -upon area
to account for the ir1creased number of RV spaces_ Basin #1 increased its treated built -upon
area from 16,750 ft` to 19,548 fe, while Basin #2 decreased its treated built -upon area from
18,250 ft:' to 16,608 fl. The bottom elevation of Basin #1 was also deepened from 8.95 FMSL
to 8.75 FMSL. Calculations submitted by Mr. McLean indicate that the basins are sized to
provide sufficient volume to meet the 1.b" design rainfall requirements of infiltration,
Cary Beecher's .tune 7, 2005, inspection, copy enclosed, was conducted only a day or two
after a 6-8 inch rain, and indicated that the infiltration basins were full. It was decided that
another inspection would Occur after 5 straight days without rain, In order to determine if the
basins are drawing down within the required 5 day time frame. The infiltration basins were
designed and permitted to handle the State -required minimum of 1.5" of rain, so It was not
unexpected that the basins were full. On N i jMbter ZQ, 2003 o cLea P.E. ' ed to
the State ha hl u sta fa 'anc f tpJ��
an a ro . Until the re -Inspection of the basins occurs after the next 5 rain -free
days, the cvision Is unable to make a determination as to the projects compliance status.
The stormwater application for this project indicates that there Is no offsite drainage. The
plans prepared by Mr, McLean and submitted to the Division show only that a low spot existed
on the Loftis property at elevation 7.7. Based on the scant topographic information on the
approved plans, it appears that a low area may have straddled both the Wall property and the
LofUs property. JI also appears tha he fillip f t e low s t ee in
Flooding is an issue that is not addressed in the stormwater permit, and which the Division
has no jurisdiction over. If flooding is to be regulated, it must be done at the local government
level. The NC Legislature has neither formulated flood control rules nor charged the Division
with the res onsibili of s are not being
flvo
I hope 1 have addressed all of your concems raised in our phone conversation of June 22,
2005. If you have any further questions or need more information, please do not hesitate to
call me at [phone].
Sincerely,
Linda Lewis
Environmental Engineer 11
ENB1ad1 S:1WOSISTQRMWAT\LETTERS12005i020432.jun05
cc: Ed Beck, Regional Supervisor
Ron Loftis, Owner, Cape Lookout RV Park
John McLean, P.E.
Tere Barrett, DCM Morehead City
Gary Beecher, DWQ SWPS
Robert Casson, Carteret County Planning Department
Linda Lewis

VIATEMichael F. Easley, Governor
OtO� G William G. Ross, Jr., Secretary
v� North Carolina Department of Environment and Natural Resources
7 .:t
0 Alan W. Klimek, P.E. Director
Division of Water Quality
June 30, 2005
Mr. Arlyn Wall
247 Mohican Trail
Wilmington, NC 28409
Subject: Cape Lookout RV Park
Stormwater Project No. SW8 020432
Carteret County
Dear Mr. Wall:
Thank you for your recent inquiries concerning the stormwater system approved for the Cape
Lookout RV Park project. This project was originally permitted on July 24, 2002, for 26 RV
spaces, an office & bathhouse, a 16' wide inverted crown road, and 2 infiltration basins, each
with a proposed bottom elevation of 8,95 FMSL. On or about February 13, 2003, the Division
of Water Quality received a copy of a CAMA Major Permit application for the Cape Lookout RV
Park. This application indicated that there were 28 proposed RV spaces, which was 2 more
than the Division had permitted. On February 14, 2003, the Division sent Mr. Loftis a letter
informing him that a modification to the stormwater permit was required to address this
discrepancy. This letter was copied to Ms. Tere Barrett in the Morehead City office of the
Division of Coastal Management.
On March 12, 2003, the Division received the permit modification package for Cape Lookout
RV Park. While the modification is in review, the conditions of the original permit remain in
effect. In the meantime, CAMA continued its review of the CAMA Major application. It is not
unusual for CAMA to issue its permit with .conditions that require approvals/permits from all
other agencies to be in place before the permitted work can begin. Additionally, only work
within 575' of the ORW AEC is covered by the CAMA permit. This may help explain why the
construction was continuing in other parts of the project while the CAMA Permit was in
process.
On July 1, 2003, 1 inspected the project. My comments regarding this inspection are included
in an email I sent to Mr. McLean on July 2, 2003, copy enclosed. This is the only
documentation of this inspection. To summarize, I saw an earthern berm located along the
lower edge of the road adjacent the infiltration basins, which forced the runoff from the site to
enter the infiltration basins at specific points, vs, the swale and sheet flow condition shown on
the revised plans, l also saw that the low area, which is shared with the adjacent property, had
not been filled in as shown on the revised plan, but instead, Mr. Loftis installed a pump in that
area, and told me he intended to install a catch basin in the low spot and pump everything into
the infiltration basins. Both basins were dry.
The plans were revised to remove the earthen berms and to fill in the low spot. 1 do not recall
any of the particulars regarding Mr. Loftis' decision to fill the low spot rather than install a catch
basin and pump, however, had a catch basin been proposed, I would have told Mr. Loftis that it
would be necessary to increase the size of Basin #2 in order to account for the offsite runoff
that would enter the catch basin from any of the adjacent properties.
North Carolina Division of Water Quality 127 Cardinal Drfve Extension Phone [phone] Customer Service 1-877-623.6748
Wilmington Regional office Wilmington, NC 28405.3845 FAX [phone] Internet: h2o.enr.state.nc.us
An Equal Opportunity/Affirmative Action Employer — 50% Recycled110% Post Consumer Paper
NorthCarolina
Naturally

Mr. Wall
June 30, 2005
On July 16, 2003, the permit modification was issued to allow for an increased built -upon area
to account for the increased number of RV spaces. Basin #1 increased its treated built -upon
area from 16,750 ft2 to 19,548 ft2, while Basin #2 decreased its treated built -upon area from
18,250 ft2 to 16,608 ft2. The bottom elevation of Basin #1 was also deepened from 8.95 FMSL
to 8.75 FMSL. Calculations submitted by Mr. McLean indicate that the basins are sized to
provide sufficient volume to meet the 1.5" design rainfall requirements of infiltration.
Gary Beecher's June 7, 2005, inspection, copy enclosed, was conducted only a day or two
after a 6-8 inch rain, and indicated that the infiltration basins were full. It was decided that
another inspection would occur after 5 straight days without rain, in order to determine if the
basins are drawing down within the required 5 day time frame. The infiltration basins were
designed and permitted to handle the State -required minimum of 1.5" of rain, so it was not
unexpected that the basins were full. On November 20, 2003, John McLean, P.E., certified to
the State that the project had been built within substantial compliance of the permit conditions
and the approved plans. Until the re -inspection of the basins occurs after the next 5 rain -free
days, the Division is unable to make a determination as to the projects compliance status.
The stormwater application for this project indicates that there is no offsite drainage. The
plans prepared by Mr. McLean and submitted to the Division show only that a low spot existed
on the Loftis property at elevation 7.7. Based on the scant topographic information on the
approved plans, it appears that a low area may have straddled both the Wall property and the
Loftis property. It also appears that the filling of the low spot on the Loftis property is keeping
the runoff generated by the Wall property from draining onto the Loftis property.
Flooding is an issue that is not addressed in the stormwater permit, and which the Division
has no jurisdiction over. If flooding is to be regulated, it must be done at the local government
level. The NC Legislature has neither formulated flood control rules nor charged the Division
with the responsibility of reviewing plans to make sure adjacent properties are not being
flooded by the development of the permitted property.
I hope I have addressed all of your concerns raised in our phone conversation of June 22,
2005. If you have any further questions or need more information, please do not hesitate to
call me at [phone].
Sincerely,
Linda Lewis
Environmental Engineer II
ENBlarl: S:IWQSISTORMWATILETTERS120051020432.jun05
cc: Ed Beck, Regional Supervisor
Ron Loftis, Owner, Cape Lookout RV Park
John McLean, P.E.
Ter6 Barrett, DCM Morehead City
Gary Beecher, DWQ SWPS
Robert Caison, Carteret County Planning Department
Linda Lewis

§ 77-14. Obstructions in streams and drainage ditches.
If any person, firm or corporation shall fell any tree or put any slabs, stumpage,
sawdust, shavings, lime, refuse or any other substances in any creek, stream, river or
natural or artificial drainage ravine or ditch, or in any other outlet which serves to remove
water from any land whatsoever whereby the drainage of said land is impeded, delayed or
prevented, the person, firm or corporation so offending shall be guilty of a Class 2
misdemeanor: Provided, however, nothing herein shall prevent the construction of any
dam or weir not otherwise prohibited by any valid local or State statute or regulation. In
addition to any fine or imprisonment imposed, the court may, in its discretion, order the
person, firm, or corporation so offending to remove the obstruction and restore the
affected waterway to an undisturbed condition, or allow authorized employees of the
enforcing agency to enter upon the property and accomplish the removal of the
obstruction and the restoration of the waterway to an undisturbed condition, in which
case the costs of the removal and restoration shall be paid to the enforcing agency by the
offending party. This section may be enl-orced by marine fisheries inspectors and wildlife
protectors. Within the boundaries of any county or municipality this section may also be
enforced by any law enforcement officer having territorial jurisdiction, or by the county
engineer. This section may also be enforced by specially commissioned forest
law -enforcement officers of the Department of Environment and Natural Resources for
offenses occurring in woodlands. For purposes of this section, the term "woodlands"
means all forested areas, including swamp and timber lands, cutover lands and
second -growth stands on previously cultivated sites. (1953, c. 1242; 1957, c. 524; 1959,
cc. 160, 1125; 1961, c. 507; 1969, c. 790, s. 1; 1975, c. 509; 1977, c. 771, s. 4; 1979, c.
493, s. 1; 1987, c. 641, s. 13, 1989, c. 727, s. 218(20); 1991, c. 152, s. 2; 1993, c. 539, s.
582; 1994, Ex. Sess., e. 24, s. 14(c); 1997-443, s. 11A.1 19(a).)
G.S.77-14 Page 1

Cape Lookout RV Park
Subject: Cape Lookout RV Park
Date. Wed, 02 Jul 2003 14:58:50 -0400
From: Linda Lewis <Linda.Lewis@ncmall .net>
Organization: NC DENR
To: "John P McLean, P.E." <[e-mail]>
John:
I inspected this project yesterday before I came to your office to pick
up the revised plans. I also spoke to the owner, Ron Loftis. You
probably need to visit the site yourself because what you show on the
plans will not be implemented at the site.
The road adjacent the infiltration basins will NOT be sheet -flowing into
the basins. There is a 1.5' high earthen berm that is preventing sheet
flow from entering. All runoff appears to be directed to the ends of the
basin.
Additionally, the lot area beside the house, where there was supposed to
be about 2' of fill, will be left alone. Mr. Loftin has installed a
pump, and wants to construct a catch basin in the low area and pump all
the runoff into the infiltration basin.
The revised plans you worked on are no longer the proposed condition.
Please talk to your client, visit the site, and get everything straight.
Given the discrepancies between what is on the ground and what is shown
on the plan, a permit will not be forthcoming in time for Mr. Loftis'
appearance before whatever board or commission he is appearing before to
get a CO.
Thanks, Linda
1 of 1 7/2/2003 3:25 PM

�OF WAT��Q Michael F. Easley, Governor
O G William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
D Alan W. Klimek, P.E. Director
Division of Water Quality
June 29, 2005
Mr. Ron Loftis, Owner
Post Office Box 522
Harkers Island, NC 28531
NOTICE OF INSPECTION:
Cape Lookout RV Park
Stormwater Project No. SW8 020432.Mod
Carteret County
Dear Mr. Loftis:
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 June 7, 2005 to determine compliance with Stormwater Permit Number
SW8 020432.Mod issued on July 16, 2003.
A summary of the findings and comments are noted under Section 4 of the report. If you have
any questions please contact me at the Wilmington Regional Office, telephone number (910)
796-7215.
Sincerely,
. !),A.,..
Garyeecher
Environmental Technician
EB/ghb: SAWQSISTORMWATIINSPECTt020432.Mod. June05
CC: John McLean, P. E
Wilmington Regional Office
Robert Caisan (Carteret Co. Planning)
Arlin Wall
North Carolina Division of Water Quality 127 Cardinal Drive Extension Phone (M) 395-39M Customer 5enncel-877-623-6748 one
Wilmington Regional ofk-e Wilmington. NC 28405-3845 FAX [phone] Internet h2o enr.state.nc.us NorthCarolina
An Equal Opportunity/AffirmaOe Action Employer— 5C% Recycled/10% Post Consumer paper lVaturally

STORMWATER COMPLIANCE INSPECTION REPORT
1. Project Name: Cape Lookout RV Park
Project Number: 020432 Control Measure: Infiltration Ponds
Water Body: White Oak Classification: "SA"
Directions to site: Harkers Island
2. Inspection Date: June 7, 2005
Weather Conditions: Warm (6- 8" of rain several days before)
3. Compliance Issues:
(a) Both basins have been built, they were both full of water. This inspection was
performed following a 6-8" rain event.
4. Required Actions: (Explain each deficiency and what needs to be done to bring
the system back into compliance)
(a) A follow-up inspection will be performed to determine if Loth basins are
infiltrating as they were designed to do.
Inspector: Gary Beecher
Water Quality/Wilmington Regional Office: [phone]
EB/ghb: S:IWQSISTORMWATIINSPECT1020432.Mod.June05

i. - History : Weather Underground
Page 1 of 2
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or an Pod nano. Not to mention up tc
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History for Beaufort, North Carolina
on Tuesday, March 21, 2006
Jump to data by:
Date: March tj 21 2006 L�'j IM Airport Code: Go
Latest visited Airport Codes: KMRH
« Previous Week Daily I Weekly j Monthly I Custom I Trip Planner Next Week i)
Weekly Summary
Temperature
Max
Avg
Min
Max Temperature
55 'F 112 'C
52 'F / 11 'C
46 'F / 7 °C
Mean Temperature
48 'F 18'C
46'F 17 °C
44 'F 16 °C
Min Temperature
41 'F / 5'C
39 'F 13 'C
35'F 11 'C
Degree Days
Max
Avg
Min
Sum
Heating Degree Days (base 65) 22
19
17
135
Cooling Degree Days (base 65) 0
0
0
0
Growing Degree Days (base 50) 0
0
0
0
Dew Point
Max
Avg
Min
Dew Point
49 'F 1 9 'C
34 'F 1 1 'C
16 'F / -8 °C
Precipitation
Max
Avg
Min
Sum
Precipitation
0.88 in / 2.2 cm
0.20 in ! 0.5 cm
0.00 in 1 0.0 cm
1.39 in 1 3.53 crr
Snowdepth
-
-
-
-
Wind
Max
Avg
Min
Wind
23 mph 137 kmlh
9 mph 1 14 km/h
0 mph 10 km/h
Gust Wind
30 mph 148 km/h
23 mph 138 km/h
18 mph / 29 kmlh
Sea Level Pressure
Max
Avg
Min
Sea Level Pressure
30.26 in / 1025 hPa 30.02 in 1 1017 hPa 29.65 in 11004 hPa
litip://www.wundergrouiid.coin/history/airport/KMRH/2006/3/2I /WeeklyHistory. html 3/27/2006

,. History : Weather Underground
Page 2 of 2
F C
70
60
50
40
30
20
10
0
21
16
10
4
-1
.7
-12
18
Sunday Monday Tuesday Wednesday Thursday Friday Saturday
in Hg Barometric Pressure hPa
30.4
30.2
30.0
29.8
296
1029
1023
1016
1009
1n2
Sunday Monday Tuesday Wednesday Thursday Friday Saturday
mph k A.
30.0
25.0
20.0
15.0
10.0
5.0
00
m
48
40
32
24
16
B
0
Sunday
Monday
Tuesday
Wednesday Thursday Friday
Saturday
Melar
Show full METARS
(help) - Comma Delimited File
Date Temperature
Clew Point
Humidity (%)
Sea Level Visibility (mi)
Wind
Gust
Precipit;
(OF)
(°F)
Pressure (in)
(mph)
Speed
(in)
(mph)
high avg low
high avg low
high avg low
high avg low high avg low
high avg
high
surr
March
19
55
47 39
39
26 16
71 50 22
30.18 30.13 30.06 10 10 10
15 9
24
0.00
(2-07
55
48 41
43
33 27
96 64 38
30.15 30.11 30.03 10 9 4
15 7
21
0.25
[211
50
46 41
49
42 39
97 92 89
29.99 29.78 29.65 10 7 2
18 9
24
0.17 a
22
53
46 37
40
35 24
93 67 32
30.17 30.02 29.82 10 9 6
20 10
29
0.00
23
52
44 35
37
30 27
79 56 41
30.26 30.21 30.09 10 10 8
14 7
-
0.00
[247
46
44 41
42
38 37
93 86 71
30.09 30.00 29.87 10 6 1
22 10
30
0.880
2r25f
55
47 39
40
37 34
93 74 47
30.02 29.93 29.90 10 8 2
23 10
29
0.09 0
~
Copyright © 2006
The Weather Underground, Inc.
http://www.wunderground.com/history/airport/KM RH/2006/3/2I /WeeklyH istory.htm 1 3/27/2006

Michael F. hasley, Governor
William G. Ross Jr,, Secretary
North Carolina Department of Environment and Natural Resources
WAR,-;-_
'
March 28, 2006
Mr. Arlyn Wall
247 Mohican Trail
Wilmington, NC 28409
Subject: Cape Lookout RV Park
Stormwater Project No. SW8 020432
Carteret County
Dear Mr. Wall:
Alan W. Klimek, P.E Director
Division of water Quality
I am in receipt of your four recent emails dated March 14, 2006 and March 15, 2006. You
have requested the following information:
1. A copy of the follow-up inspection report after the 6/7/2005 site inspection.
2. Documentation of the inspection performed on or around May 21, 2003.
3. A copy. of Laurie Munn's list of problems at the site.
4. 'Documentation of our response to Mr. McLean's concern about the commencement
of filling activities on some of the lots partially within the 575' AEC.
Attached please find an inspection report dated March 21, 2006. Due to the moderate to
severe drought our region finds itself in, the average rainfall in the Beaufort area between
September 1, 2005 and February 28, 20b6, was only 4,4". The basins were dry on March
17, 2006. Approximately .88" of rain fell on March 24, 2006, and a re -inspection is planned
for Wednesday, March 29, 2006, to see how quickly the basins are drawing down. You will
be copied on that inspection report.
On June 30, 2005, 1 sent you a letter in which I explained that written documentation of the
site inspection I performed on July 1, 2003, does not exist. Please refer to my letter of June
30, 2005, for a summary of that inspection as 1 remembered it.
Attached please find a copy of Laurie Munn's request for additional information letter dated
May 21, 2001 This letter appears to be the "list of problems" at this site that she was
referring to. I am unable to recall any other specific details in regards to those "problems".
Mr. McLean's question in his July 7, 2003, email to me, was in regard to being able to fill
Lots 18, 19 and 20, prior to receipt of the CAMA Major Permit, which was still in process at
the time. I can find no documentation in the file regarding a written response to his
question, however, it is not within the Division's authority to grant permission to undertake
activities that are covered by another permit issued by a sister agency. Onc
NooiCarO in
Nntuwlly
North Carolina Division er Water Quality 127 Cardinal Drive Extension Wilmingwn, NC 29405 Phone [phone] 'CLISIDmer
Service
Wilmington Regional Office lntenzet wwwmcwaterouality.ort Fax [phone]•623-
6748
An Equal Opportunity/Affirmative Action Employer — 50% Recycled110% Past Consumer Paper

Mr. Wall
March 28, 2006
To my knowledge, all written documentation that has been created by DWQ in regard to
this project is currently in the file, which has been made available to you on several
occasions. There has been no attempt on the part of the Division to hide anything,
despite your repeated insinuations to the contrary. As always, the file is open.for public
inspection by appointment. if you have any further questions or need more information,
please do not hesitate to call me at [phone].
Sincerely,
Linda Lewis
Environmental Engineer II
ENB1ari: S:IWQSISTORMWATERILETTERSi20061020432.mar06
cc: Ed Beck, Regional Supervisor
Ron Loftis, Owner, Cape Lookout RV Park
John McLean, P.E.
Tere Barrett, DCM Morehead City
Gary Beecher, DWQ SWPS
Robert Caison, Carteret County Planning Department
Linda Lewis
Page 2of2

Re: Cape I-ookout RV Park
S w �2 0 20143zn�,o@
Subject: Re: Cape Lookout RV Park
Date: Thu, 10 Jul 2003 12:49.37 -0400
From: Laurie Munn <Laurie.Munn@ncmai],net>
Organization: DWQ Wilmington Regional Office
To: "John P McLean, P.E." <[e-mail]>
Mr. McLean,
I have reviewed the information that was submitted on July 1, 2003.
Please resolve the following items:
1. Page 1 of the Infiltration basin supplements do not match the
calculations. Please revise the supplements to reflect the current
design of the infiltration system.
2. Please use the simple method to determine the volume of runoff to
each basin. My calculations show that Basin 1'does not have sufficient
volume to infiltrate the 3" storm.
Simple Method:
p. 6 of BMP
Volume = (Design rainfall)(Rv)(Drainage Area)
Rv = 0.05 + 0.009(I)
Rv = Runoff coefficient
I = Percent Impervious
http://h2o.enr.state.nc.us/su/Manuals Factsheets.htm
3. Please revise the calculations on the plan to reflect the changes in
item 2. Also include in the calculations the drainage area draining to
each basin.
As soon as these issues are resolved, I will draft the permit for
signature. You may fax over the supplement revisions. Also, if you
wish to overnight the plans, I will issue the permit as soon as I
receive them.
Thanks,
Laurie
Laurie Munn, P.E. <Laurie.MLin n a,ncmail.net>
Environmental Engineer
North Carolina Dept of Environmental and Natural Resources
NCDWQ Wilmington Regional Office
1 of] 7/15/2003 8:28 AM

ArFRQG Michael F. Easley, Governor
William G. Ross Jr., Secretary
co 7ir North Carolina Department of Environment and Natural Resources
p -< Alan W. Klimek, P.E.,Director
Division -of -Water -Quality
May 21, 2003
Mr. Ron Loftis, Owner
P.O. Sox 522
Markers Island, NC 28531
Subject: REQUEST FOR ADDITIONAL INFORMATION
Stormwater Project No. SW8 020432 Modification
Cape Lookout RV Park
Carteret County
Dear Mr. Loftis:
The Wilmington Regional Office received a Stormwater Management Permit Application for
Cape lookout RV Park on March 12, 2003. A preliminary review of that information has determined that
the application is not complete. The following information is needed to continue the stormwater review.
Please provide a set of sealed calculations showing the revised built -upon area draining to
each basin. include separate calculations for cacti basin and provide basin elevations and
surface areas so that 1 can easily determine the basin size.
2. Please provide the drainage area in square feet on the application.
Please note that this request for additional information is in response to a preliminary review.
The requested information should be received by this Office prior to June 21, 2003, or the application
will be returned as incomplete. The return of a project will necessitate resubmittal of all required items,
including the application fee.
If you need additional time to submit the information, please mail or fax your request for a time
extension to the Division at the address and fax number at the bottom of this letter. The request must
indicate the date by which you expect to submit the required information. The Division is allowed 90
days from the receipt of a completed application to issue the permit.
The construction of any impervious surfaces, other than a construction entrance under an
approved Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and is subject to
enforcement action pursuant to NCGS 143-215.6A.
0.1 T
N. C. Division of Water Quality 127 Cardinal Drive Extension [phone] Customer Service
_
Wilmington Regional Office Wilmington, NC 23405 [phone] Fax 1 $00 623-7748

Mr. Ron Loftis
May 21, 2003
Stormwater Project No. SW$ 020432 Modification
Please reference the State assigned project number on all correspondence. Any original
documents that need to be revised have been sent to the engineer or agent. All original documents must be
returned or new originals must be provided. Copies are not acceptable. If you have any questions
concerning this matter please feel free to call me at [phone].
Sincerely,
Laurie Munn
Environmental Engineer
RSS/:Ism S:IWQSISTORMWAT\ADDiNFO\20031020432MOD.may03.doc
ec: Laurie Munn
John McLean, P.E.

Sunday
Monday
Tuesday
Wednesday
Thursday
Friday
Saturday
Actual:
84178
Actual:
84173
Precip:
0.00
Precip:
0.01
Averag e:
86171
Average:
85168
Precip:
0.07
Precip:
0.22
3
4
5-
6
7
8
�"
g
-
-
-
-
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Actual:
84173
Actual:
$4172
Actual:
84173
Actual:
87179
Actual:
88178
Actual:
87175
Actual:
87173
Precip:
0.22
Precip:
0.00
Precip:
0.00
Precip:
0.00
Precip:
0.00
Precip:
0.00
Precip:
0.00
Average:85170
Average:86171
Average:86170
Average:86170
Average:86170
Average:87169
Average:
87172
Precip:
0.21
Precip:
0.14
Precip:
0.33
Precip:
0.17
Precip:
0.13
Precip:
0.20
Precip:
0.07
NO
11
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15
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Actual:
84170
Actual:
86 173
Actual:
88179
Actual:
86 172
Actual:
81 173
Actual:
86173
Actual:
87180
Precip:
0.00
Precip:
0.00
Precip:
0.04
Precip:
2.23
Precip:
0.93
Precip:
0.50
Precip:
0.00
Average:
88173
Average: 88173
Average:
87172
Average:
87172
Average:
87171
Average:
87172
Average:
87172
Precip:
0.20
Precip:
0.46
Precip:
0.34
Precip:
0.12
Precip:
0.05
Precip:
0.18
Precip:
0.33
17
18
19
20
21
22
23
Actual:
86180
Actual:
86180
Actual:
87180
Actual:
88180
Actual:
86175
Actual:
87177
Actual:
90175
Precip:
0.01
Precip:
0.00
Precip:
0.00
Precip:
0.02
Precip:
0.27
Precip:
0.00
Precip:
0.42
Average: 87 172
Average: 87171
Average:
87 171
Average:
87173
Average:
88 173
Average:
87172
Average:
87173
Precip:
0.22
Precip:
0.14
Precip:
0.11
Precip:
0.09
Precip:
0.20
Precip:
0.11
Precip:
0.27
24
j!
25
26
;,
27
28..
2
30
Actual:
86171
Actual:
84170
Actual:
90181
Actual.
90175
Actual:
-i
93179
Actual:
84175
Actual:
84173
Precip:
0.00
Precip:
0.00
Precip:
0.00
Precip:
0.01
Precip:
0.00
Precip:
0.81
Precip:
0.13
Average: 87 172
87 173
Average:86171
Average:86172
Average;
87172
Average:87172
Average:
67172
Precip:
0.27
,Average:
Precip:
0.44
Precip;
0.18
Precip:
0.18
Precip:
0.23
Precip:
0.27
Precip:
0.25
1 3
,

Actual: 84173
Precip: 2.09
Average: 86172
Precip: 0.25
Month Precipitation -Actual month total: Average month totals 6.43

Sunday
Monday
Tuesday
Wednesday
Thursday
Friday
Saturday
Actual:
84173
Actual.
87171
Actual:
90166
Actual:
89172
Actual:
87173
Actual:
87173
Precip:
0.46
Precip:
0.01
Precip:
0.00
Precip:
0.01
Precip:
0.01
Precip:
0.23
Average: 87173
Average:
87172
Average:
87172
Average:
87173
Average:
87 171
Average:
87171
Precip:
0.17
Precip:
0.21
Precip:
0.14
Precip:
0.32
Precip
0.18
Precip:
. 0.24
7
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9
10
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11
12
µ
13
Actual:
86 { 75
Actual:
84173
Actual;
86173
Actual:
86 175
Actual:
87 177
Actual:
90175
Actual:
88175
Precip:
0.00
Precip:
0.41
Precip:
0.00
Precip:
0.02
Precip:
0.00
Precip:
0.00
Precip:
0.00
Average-
87171
Average:
86171
Average:
86 1 72
Average:
86173
Average:
86172
Average:
86171
Average:
85170
Precip:
0.25
Precip:
0.13
Precip:
0.21
Precip:
0.27
Precip:
0.19
Precip:
0.16
Precip:
0.17
14
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117
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-
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Actual:
89 { 75
Actual:
88175
Actual:
90179
Actual:
91 178
Precip:
0.03
Actual;
87 177
Actual:
89 175
Actual:
91 {80
Precip:
0.00
Precip:
0.00
Precip:
0.63
Average:
86171
Precip:
0.00
Precip:
0.00
Precip:
0.10
Average:
86 171
Average: 86171
Average:
86172
Precip:
0.41
Average:
87 171
Average:
86 170
Average:
86171
Precip:
0.13
Precip:
0.24
Precip:
0.16
Precip:
0.21
Precip:
0.44
Precip:
0.22
21
22
23
24
25
26
27
Actual:
91 {81
Actual:
93179
Actual:
87173
Actual:
84175
Actual.
84169
Actual:
84173
Actual:
84173
Precip:
0.00
Precip:
0.00
Precip;
1.20
Precip:
0.15
Precip:
0.00
Precip:
0.00
Precip:
0.11
Average:
87171
Average:
86 170 _
Average:
86170
Average:
86169
Average:
85169
Average:
86169
Average:
86 169
Precip:
0.18
Precip:
0.30
Precip:
0.23
Precip:
0.24
Precip;
0.28
Precip:
0.16
Precip:
0.28
29�
30
- 31-
Z-0 -
-
Actual:
86175
Actual:
87175
Actual:
87175
Actual:
88182
Precip:
0.01
Precip:
0.00
Precip:
0.00
Precip:
0.03
Average:
86170
Average:
86170
Average:
86169
Average:
85169
Precip:
0.09
Precip:
0.09
Precip:
0.17
Precip:
0.12
Month Precipitation - Actual month total- Average month total: 6.59

Se tember 00
-
Sunday Monday Tuesday Wednesday
4
Actual:
Precip:
Average
Precip:
11
Actual:
Precip:
Average
Precip:
i
84166
0.00
85169
0.26
80173
0.27
84166
0.10
Actual:
84169
Precip:
0.00
Average:
85167
Precip:
0.22
...
12_
Actual:
82173
Precip:
0.83
Average:
84165
Precip:
0.21
18
19
�
Actual:
.-..
84180
Actual:
84178
Precip:
0.00
Precip:
0.00
Average:82167
Average:83166
Precip:
0.14
Precip:
0.19
25
�=
26
Actual:
82173
Actual:
82173,
Precip:
0.00
Precip:
0.10
811 162
Average:82163
jAverage:
Precip:
0.29
Precip:
0.13
Month Precipitation - Actual month
total: A\
s
I e
Actual:
82172
Precip:
0.05
Average:
84168
Precip:
0.18
1_3
Actual:
84175
Precip:
0.33
Average:
83165
Precip:
0.25
20
=-.
-
'R
Actual:
82171
Precip:
0.00
Average:
83166
Precip:
0.25
27
Actual:
82 170
Precip:
0.07
Average:
81 163
Precip:
0.36
erage month total: 5.6
Thursday
TFriday
Saturday
-
0'5
_3
J
Actual:
87173
Actual:
87170
Actual-
Precip:
0.00
Precip:
0.00
Precip:
Average:86169
Average:85
69
Average:
Precip:
0.31
Precip:
0.06
Precip:
7��,.
8
9
10
Actual:
84172
Actual:
86172
Actual:
84166
Actual:
Precip:
0.00
Precip:
0.00
Precip:
0.00
Precip:
Average:
84168
Average:
84167
Average:
84166
Average:
Precip:
0.06
Precip:
0.15
Precip:
0.16
Precip:
17
14
fI�'
,
15
No data
Actual:
88 1 82
-
Actual:
81 175
Actual:
- -
Precip:
0.00
Actual:
Precip:
3.77
Precip:
-
Average:
84165
Precip:
Average:
83167
Average:
- -
Precip:
0.26
Average:
Precip: 0.21
2103
Actual: 82172
Precip: 0.00
Average: 83 166
Precip: 0.20
28
Actual: 80164
Precip: 0.00
Average: 81 163
Precip^ 0.17
5
Precip:
22 23 -_
t -
Actual: 82172 Actual:
Precip: 0.00 Precip:
Average:83165 Average
Precip: 0.16 Precip:
29 30
Actual: 82168 Actual:
Precip: 0.02 Precip:
Average: 79162 Average
Precip: 0.14 Precip: -
Precip:
�*
24
.- a
Actual:
84169
Precip:
0.00
Average:
82163
Precip:
0.15
77 1 70
0.01
79161
0.38
89171
0.00
85170
0.04
Al
81172
0.02
85166
0.22
84178
0.04
82165
0.21
88171
1.97
81 161
0.05

Oct ober 2005
NONE
.Sunday
Monday
Tuesday
Wednesday
Thursday
Friday
Saturday
Actual:
81 1 66
Precip:
0.00
Average:
79 161
Precip:
0.18
4
Qj
r.
�.
Actual:
77164
Actual:
84170
Actual.
82170
Actual:
82172
Actual:
81171
Actual:
78171
Actual:
81175
Precip:
0.00
Precip:
0.00
Precip:
0.00
Precip:
0.14
Precip:
0.78
Precip:
3.88
Precip:
2.07
Average:79160
Average:79158
Average:79158
Average:78159
Average:78159
Average:
77 159
Average:
77155
Precip:
0.06
Precip:
0.14
Precip:
0.17
Precip:
0.27
Precip:
0.05
Precip:
0.11
Precip:
0.18
9
10
11.-3
r
12
13
14
15..
.,
.Y.�
J
1
_
J
Actual:
66 60
-
'h
Actual:
82171
Actual:
73170
Actual:
79169
Actual:
70164
Precip:
0.00
Actual:
69162
Actual:
78161
Precip:
0.13
Precip:
1.00
Precip:
0.00
Precip:
0.00
Average:
76 153
Precip:
0.00
Precip:
0.00
Average:
76157
Average:
77157
Average:
75157
Average:
76156
Precip:
0.08
Average:
77155
Average:
77 154
Precip:
0.05
Precip:
0.19
Precip:
0,09
Precip:
0.08
=
=Precip:
0.06
Precip:
0.01
19
21
22
r
Actual:
78162
Actual:
73157
Actual:
66151
Actual:
75150
Precip:
0.00
Actual:
78169
Actual:
79 164
Actual:
78164
Precip:
0.00
Precip:
0.00
Precip:
0.00
Average:
75155
Precip:
0.00
Precip:
0.00
Precip:
1.27
Average:76155
Average:76155
75155
1 Precip:
0,09
Average:74152
Average:73150
Average:
74149
Precip:
0.05
HPrecip:F
0.19
jAverage:
Precip:
0.03
=
Precip:
0.28
Precip:
0.04
Precip:
0.10
23
.'
24
25
26
�4 ?�.
27..128
s
29
Ysw
Actual:
64153
Actual:
68153
Actual:
60148
Actual:
64146
Actual:
64146
Actual:
55146
Actual:
57137
Precip:
0.00
Precip:
1.89
Precip:
0.00
Precip:
0.00
Precip:
0.00
Precip:
0.20
Precip:
0.00
Average:
73152
Average:
73153
Average:
74155
Average:
73 154
Average:
72152
Average:
73 152
Average:
71151
Precip:
0.254
Precip:
0.15. --
Precip
0.20
Precip:
0.28 -
Precip_ _0.11
_,
Precip:
0-01
1 Precip:
0.08

Actual: 66139
Actual: 69 139
Precip: 0.00
Precip: 0.00
Average: 70150
Average: 70150
Precip: 0.07
Precip: 0.36
Month Precipitation - Actual month total: Average month total: 4.01

2005November
of.
-
-Sunday
Monday
Tuesday
v
-Wednesday
Thursday
Friday
Saturday
1Y
r
2
3i4
4
5
3
Actual:
71 ! 48
Actual:
64144
Actual:
66142
Actual:
70148
Actual:
71 161
Precip:
0.01
Precip:
0.03
Precip:
0.00
Precip:
0.00
Precip:
0.00
Average.
72152
Average:
73154
Average:
74151
Average:
72150
Average:
69151
Precip:
0.17
Precip:
0.14
Precip:
0.11
Precip:
0.25
Precip:
0.17
6
17
8
9
10
r
11
12
�t -
Actual:
75157
Actual:
77155
Actual:
71 148
Actual:
73 160
Actual:
70148
Actual:
57139
Actual:
63136
Precip:
0.00
Precip:
0.00
Precip:
0.00
Precip:
0.01
Precip:
0.02
Precip:
0.00
Precip:
0.00
Average:
67 j 47
Average:
67 f 44
Average:
66144
Average:
68146
Average:
70151
Average:
69148
Average:
68 145
Precip:
0.08
Precip:
0.04
Precip:
0.07
Precip:
0.04
Precip:
0.26
Precip:
0.07
Precip:
0.09
13
14
�
15
17
18
19
=�
lr
Actual:
71 159
Actual:
72148
Actual:
71155
Precip:
0.02
Actual:
75166
Actual:
69139
Actual:
50137
Actual:
57135 j-
Precip:
0.00
Precip:
0.00
Average:
65143
Precip:
0.01
Precip:
0.00
Precip:
0.00
Precip:
0.00
Average:
65145
Average:64142
Precip:
0.10
Average:
66144
Average:
66145
Average.66143
Average:
66144 €
Precip;
0.09
Precip:
0.08
Precip:
0.06
Precip:
0.14
Precip:
0.08
Precip:
0.04
20
21
22
23
24
25
26
's
Actual:
61 48
Actual:
66154
Actual;
61 143
Actual:
55136
Actual:
64153
Actual:
54137
Actual:
55137
Precip:
0.01
Precip:
1.48
Precip:
0.01
Precip:
0.00
Precip:
0.00
Precip:
0.00
Precip:
0.00
Average:
66 145
Average:65144
Average:63141
Average:63142
Average:64143
A65141
Average;
65141 t'
Precip:0.10
Precip:0.07
Precip:0.06
Precip:0.15
Precip:0.09
Pverage:
reci
0.23
Precip:
0.25
27
28
29
30
Actual:
70161
Actual:
69148
Precip:
0.08
Actual:
72164
Actual:
68150
Precip:
0.00
Average:
67147
Precip:
0.29
Precip:
0.12
Average:
67145
Precip:
0.23
Average:
65143
Average:
63140
Precip:
0.08
Precip:
0.19
Precip:
0.23
r.
'Month Precipitation
-Actual month total: Average month total: 3.76
___-
__

December 2005
mm
- - -
Sunday Monday Tuesday Wednesday Thursday Friday Saturday
£. q
Actual: 55146 Actual: 54142 Actual: 62134
Precip: 0.00 Precip: 0.00 Precip: 0.00
Average: 62141 Average: 63 14Q : Average: 62140
Precip: 0.09 Precip: 0.12 Precip: 0.17
8 10
5 6 7 9
Actual: 66 1 60 - ' ,'. - .', , Actual: 57139
- .--
Precip: 0.11 Actual: 61 150 Actual: 55130 Actual: 48128 Precip; 0,00 Actual: 63 137 Actual: 57130
Average: 61 140 Precip: 0.05 Precip; 0.00 Precip: 0.00 Average: 61 139 Precip: 0.39 Precip: 0.00
Precip 0.05 JjAverage: 61 137 is Average: 62138 Average: 61 139 Precip 0.25 Average: 62 140Average: 62138
5: Precip: 0.09 Precip: 0.07 - Precip: 0.12 IiPrecip: 0.18 Precip: 0.13
11 12 s 13 14 15 . 15gg1?
Actual: 53143 Actual: 51 137 Actual: 45130 Actual: 45130Actual: 63139 Actual: 61 1i39Actual: 50133
Precip: 0.00 Precip: 0.00 Precip: 0.00 Precip: 0.00 Precip: 1.57 Precip: OAO Precip: 0.
20
Average: 58139 Average: 59139 Average: 60 139 Average: 60 139 Average: 61 139 Average: 60140 Average: 58136
Precip: 0.11 ° Precip: 0.21 Preci 0.11 Precip: 0.10 Precip: 0.11 Precip: 0.18 Precip: 0.13
18 19 =20 21 22 23 24
Actual: 46141 Actual: 52137 Actual: 50133 Actual: 46128 Actual: 48128 Actual: 46124 Actual: 54133
Precip: 0.90 Precip: 0.00 Precip: 0.00 Precip: 0.00 Precip: 0.00 Precip: 0.00 Precip: 0.00
Average:56134 Average:57134 Average:58137 Average:59139 Average:57137 Average:57137 Average: 56139
Precip: 0.09 Precip: 0.05 Precip: 0.04 Precip_ 0.15 Precip: 0.19 Precip: 0.13 Precip: 0.14
25 26 Y Z7 28 029� # 30 31 l
! Actual: 62151 Actual: 53143 Actual: 52136 Actual: 59136 Actual: 62 146 Actual: 52139 Actual: 61139
Precip: 0.55 Precip: 0.01 Precip: 0.00 Precip: 0.00 Precip: 0.51 Precip: 0.00 Precip: 0.00
Average: 56 136 Average: 54134 Average- 54134 Average: 58137 Average: 58 137 Average: 57136 Average: 58138
Precip: 0.13 Precip: 0.17 Precip: 0.11 Precip: 0.37 Precip: 0.22 Precip: _0.04_ Precip: 0.24
s
Month Precipitation -Actual month total: Average month total 4.29

Sunday
Monday
Tuesday
-Wednesday
Thursday
Friday
Saturday.
Actual:
60139
Precip:
0.00
1: Actual:
64142
Actual:
64148
Actual:
48144
Actual:
57148
Actual:
48139
Actual:
44130
Average:
59140
t Precip:
0.84
Precip:
0.10
Precip:
0.00
Precip:
0.00
Precip:
0.00
Precip:
0.00
Precip:
0.21
' Average:
56137
erage:
56 136
Average:
58138
Average:
55137
Average:
55135
Average:
56138
v �
T�
Precip:
p:
0.17 _
lZecip:
0.
reci P
_-..
Precip:
r
0.07
Precip
0'.16
, .._
Precip:
0.14
8
OV
10
071�1_7j_
12
. u
13
14
Actual:
55143
Actual:
60153
' Actual:
64144
Actual:
71150
Actual:
64148
Actual:
66148
Actual:
64142
Precip:
0.00
Precip:
0.00
Precip:
0.Oq
Precip:
0.00
Precip:
0.01
Precip:
0.01
Precip:
0.33
Average:
54135
Average:
54134
Average:
53134
Average:
52133
Average:
52133
Average:
55134
Average:
55133
Precip:
4.31
Precip:
0.13
Precip:
0.12
Precip:
0.09
Precip:
017
Precip:
0.23
Precip:
0.18
x
a
18
18
19
20 . -
21
-
-
W
r
•.
5
Actual:
48136
: Actual:
55136
Actual:
68 151
Actual:
64146
Actual:
55137
Actual:
64137
Actual:
66 1 54
Precip:
0.00
Precip:
0.00
Precip:
0.07
Precip:
0.15
Precip:
0.00
Precip:
0.00
Precip;
0.15
Average:
53134
Average:
54133
Average:
55129
Average:
54133
Average:
53134
Average:
54133
Average:
52133
Precip:
0.18
Precip:
0.16
Precip'
0.08
Precip:
0.09
Precip:
0.13
t Precip:
0.32
Precip:
0.12
_
23
24
2544,
26 -
1 M>
-
T
28
,�.
Actual:
63 148
Actual:
64151
Actual:
60151
Actual:
55141
Actual:
48134
Actual-
48128
Actual:
54128
Precip:
0.04Precip:
0.88
Precip:
0.21
Precip:
0.00
Precip:
0.00
Precip:
0.00
Precip:
0.00
Average:
54133
Average:
54136
Average:
57137
Average: 57137
Average:
55136
Average:
55134
Average:
54133
Precip:
0.16
Precip:
0.18
Precip:
0.16
Precip:
0.15
Precip:
0.10
Precip:
0.17
Precip:
0.14
29
30
Actual: 62 144
Actual: 61153
Actual: 55144
Precip: 0.05
'Precip: 0.06
Precip: 0.41
Average: 55134
Average: 56 134
Average: 56135
Precip: 0.03
Precip: 0.10
Precip: 0.11
i Month Precipitation
Actual month total: Average month total: 4.89

:Sunday Monday Tuesday Wednesday
Thursday
Friday
Saturday
2
3
4
F,
Actual:
68152
jActual: 50137
Actual:
64135 Actual:
63155
Precip:
0.14
Precip: 0.00
Precip:
0.05 Precip:
0.25
'Average:
56135
Average: 57136
Average:
57137 Average:
57137
j Precip:
0.21
APrecip: 0.00
Precip:
0.40 Precip:
0.18
:j
011�
10
10-7.
Actual:
50142
Actual;
48137
Actual:
50133
Actual:
50128
Actual:
46130
Actual:
50125
Actual;
57145
Precip:
0.00
Precip:
0.00
Precip:
0.25
1 Precip:
0.00
Precip:
0.00
Precip:
0.00
Precip:
0.43
55134
Average:
55134
Average:
55136
1 Average:
54132
Average:
53 132
Average:
53131
Average:
56133
jAverage:
Precip,
Oil
-
Precip.
0.12
Precip:
0.23
1,Precip:
0.09
Precip:
O-Oft
Precip:
0.07
Precip-
0.11 AL
12
L2
14
dt.
is
1_6
17
18
Actual:
50135
Actual:
44130
Actual:
50139
Actual;
57146
Actual:
66142
Actual:
64150
Actual:
52137
Precip:
0.00
a Precip:
0.00
Precip:
0.00
Precip:
0.00
Precip:
0.00
Precip:
0.00
Precip:
0.01
Average:
56 134
Average;
55133
Average:
i
57135
Average:
59138
j Average:
59139
Average;
57138
Average:
56136
Precip:
0.16
Precip:
0.29
1 Precip:
0.20
Precip:
0.09
Precip:
014
Precip:
0.32
Precip:
0.07
20
21
22
23
24
25
Actual:
37 128
Actual:
45133
Actual.
54137
Actual:
59137
Actual:
53145
jActual:
59 137
Actual:
59133
Precip:
0.00
Precip:
0.16
Precip:
0.03
Precip:
0.55
j Precip.
0.49
Precip:
0.01'
Precip:
0.20
Average:
58 138
Average:
59139
Average:
60138
Average:
61 139
Average:
61 141
Average:
60 140
Average:
59138
Precip:
0.23
Precip:
0.06
Precip:
0.05
Precip:
0.07
Precip:
0.18
Precip:
0.09
.... .... . .
Precip:
0.10
26
27
28
S
Actual.
50128
Actual:
48128
Actual:
57146
Precip:
0.26
Precip:
0.00
Precip;
0.00-
Average:
57 135
Average:
57136
Average:
59 136
Precip:
0.05
Precip:
0.15
Precip:
0.16
1
Month Precipitation - Actual month total: Average month total: 4.01

grmno
Sunday Monday Tuesday Wednesday Thursday Friday .Saturday _
1 2 t 34
Actual: 64152 Actual: 64153 Actual: 63139 Actual: 54111 36
Precip: 0.00 Precip: 0.00 Precip: 0.00 s Precip: 0.00 t.
Average: 59139 Average: 60141 Average: 62142 {{ Average: 62142
Precip:0.17 Precip: 0.07 Precip: 0.13 Precip: 0.15
6 - p' - -
- -
L..
6 i -ss
g �78 9
10 11
` Actual: 66 148
Actual: 55135 Actual: 55142 Actual: 53 137 Actual: 55130 Precip: 0.00 Actual: 66160 Actual: 71157
Precip: 0.00 Precip: 0.10 Precip: 0.03 Precip: 0.00 Average: 61 1 40 Precip: 0.00 = Precip; 0.00
Average: 62143 Average: 62143 Average: 63 1 41 Average: 62 41 Precip: 0.05 Average: 63140 Average: 64141
Precip: 0.11 Precip: 0.12Precip: 0.29 Precip: 0.08 - Precip: 0.06 Precip: 0.05
12 13 ; 5 14 L 15 16 - 17
Actual: 72159 Actual: 70160 Actual: 66 155 Actual: 59145 Actual: 62146 Actual: 71 145 Actual: 57 142
Precip: 0.01 Precip: 0.00 Precip: 0.00 Precip: 0.00 Precip: 0.00 Precip: 0.00 t Precip: 0.00
Average: 63 142 Average: 65146 Average: 64144 Average: 63140 Average: 63142 Average: 63141 lAverage: 62 1411
Precip: 0.06 Precip: 0.21 Precip: 0.11 Precip: 0.11 £ Precip: 0.14 Precip: 0.13 Precip: 0.14
_ Ov,
19 E20 21 2223- 24 25
jActual: 55139 Actual: 55141 Actual: 50141 Actual: 53137 Actual: 52135 Actual: 46141 jActual: 55139
Precip: 0.00 Precip: 0.25 Precip: 0.17 Precip: 0.00 Precip: 0.00 Precip: 0.88 p Precip: 0.09
Average: 63143 Average: 63 142 Average: 64145 Average: 641 44 Average: 64142 Average: 64142 Average: 64 1 41
Precip; 0.19 Precip: -T0.10 Precip_ q.16 Precip: 0.25 Precip: 0_15 - Precip: _ 0.13 Precip: - 0.11
26 27 28 29 , 1 30 ; 31
ftl i >
Actual: 54137 t Actual: 55139 Forecast: 60 j 47 Forecast: 64 146 Forecast: 66 49 Forecast: 69 55
Precip: 0.00 Precip: 0.00 Chance of Rain Partly Cloudy Partly Cloudy Partly Cloudy
Average: 64143 Average: 65144 Average: 65144 Average: 67 147 Average: 68150 Average: 67 149
Precip: 0.16 Precip: 0.09 Precip: 0.04 Precip: 0.16 Precip_ 0.17 Precip: 0.16 -
Month Precipitation To date. 1.53 Average to date: 3.52 Average month total 4.05
..,_ P _ g_r -9 -- - - -

RE: Stormwater Project No. SW8 020432.Mod
Subject: RE: Stormwater Project No. SW8 020432.Mod
From: [e-mail]
Date: Tue, 14 Mar 2006 22:51:51 EST
To: [e-mail]
Linda
On June 7th 2005 Gary Beecher made an inspection at the Cape Lookout RV Park in Carteret County.
Stormwater Permit Number SW8 020432.Mod issued on July 16, 2003.
A summary of the findings and comments were noted under section 4 of his report. Gary's report noted that the
inspection was made, both basins have been built, they were both full of water, and that the inspection was
performed following a 6-8" rain event (several days before).
A follow-up inspection would be performed to determine if both basins are infiltrating as they were designed to
do.
I would like to have a copy of the follow-up inspections performed as indicated on his inspection report dated
June 7, 2005.
Please mail a copy of the folow-up inspection to my home address.
Arlyn Wall
247 Mohican Trail,
Wilmington NC, 28409.
Thank you for your time!
Arlyn Wall
910-612-2828
1 of 1 3/15/2006 8:58 AM

Cape Lookout RV Park Carteret County
Subject: Cape Lookout RV Park Carteret County
From: [e-mail]
Date: Tue, 14 Mar 2006 23.34.38 EST
To: [e-mail]
CC: [e-mail]
Dan
RE: Cape Lookout RV Park Carteret County NC
5tormwater Project No, SW8 020432 Carteret County
I received a letter dated June 17, 2005 from Katrina F,Marshall , Director of Planning & Development Carteret
County NC,
In this letter from Katrina F. Marshall it states that an inspection was made by Daniel Sams from the
N.C.Division of Water Quality on or about the week prior to June 10, 2005. That Mr. Sams investigated the
Stormwater retention ponds within the RV Park and found it held approximately 8" more than the State requires
the retention ponds to retain during the last heavy rain storm which was 6-8" several days before. The letter
indicates that Mr. Ron Loftis Park Owner and Mr. Daniel Sams met on or about June 10, 2005.
1 have a copy of an inspection that Linda Lewis sent to me where Gary Beecher performed an inspection on
June 7 , 2005 that indicates a summary of the findings and comments were noted under section 4 of his report.
Gary's report noted that the inspection was made, both basins have been built, they were both full of water and
that the inspection was performed following a 6-8" rain event several days before. It was noted on his report that
a follow-up inspection would be performed to determine if both basins are infiltrating as they were designed to
do.
I need a copy of your inspection ( Daniel Sams ) as Katrina F. Marshall indicated that you made on or about the
week of June 10 , 2005 or an explanation as to why your name would have been indicated in her letter dater!
June 17, 2005 to me. I thought you worked with Land Quality Section.
Please email me back or send me a copy of your inspection.
Thank you for your time.
I appreciate your help.
Arlyn Wall
247 Mohican Trail,
Wilmington NC, 28409.
910-612-2828
of] 3/15/2006 8:58 AM

Cape Lookout RV Park
Subject: Cape Lookout RV Park
From: [e-mail]
Date: Wed, 15 Mar 2006 00:16:41 EST
To: [e-mail]
Linda
RE: Stormwater Project No. SW8 020432 Carteret County
I have a copy of an email that you sent to John P Mclean, P.E. on Monday June 30 , 2003 indicating that Laura
Munn was reviewing the project and that Laura Munn had requested information on May 21, 2003 and she
stated nothing had been resubmitted to her. You had indicated that you search through your stack of mail and
its not in there either. You indicated that you would be in Carteret County the next day doing inspections and
that the Cape Lookout RV project was on your list to inspect due to a flooding complaint from one of the
neighbors. You indicated that Laura thought there might be other problems at the site as well and that unless
the site was in good condition you did not think a letter from you dept would be forthcoming that week.
have a copy of your file for the Stormwater Project No. SW8 020432 and there is no inspection report dated on
or around May 21, 2003 or any date close. I need a copy of your inspection that was indicated in your email
that you would make on or about May 21 , 2003.
1 would also like to have a copy of Laura Munn's list of problems at the site that was indicated in your email
dated June 30, 2003 15:44:02-0400.
Please email this information to me direct or mail the information to me at the following address,
Arlyn Wall
247 Mohican Trail
Wilmington NC, 28409.
Thank you for your help!
Arlyn Wall
1 of 1 3/15/2006 8:58 AM

Cape Lookout RV Park
Subject: Cape Lookout RV Park
From: [e-mail]
Date: Wed, 15 Mar 2006 01:03,04 EST
To: [e-mail]
Linda
RE: Stormwater Project No. SW8 020432 Carteret County
RE: Your Email Dated Monday July 7, 2003 11:02:07-0400 to John P Mclean P.E.
CC: Laurie Munn
In your email to John P Mclean, P.E. you stated that you had no problem with following the original plan, but that
it was going to take some real effort on the part of Mr, Loftis to get it done, based on what you saw at the site.
You stated that as of now, the site is in violation of the permit, since it appeared that modifications had been
made without a permit. You stated that Mr. Loftis needed to write you a letter and let you know that the plan as
shown on the latest drawings would be implemented before the modifications would be issued.
I have a copy of your file for Stormwater Project No. SW8 020432 and there is no inspection in the file showing
any inspection you made or what you saw at the site as indicated in your email to John P Mclean P.E.
Please review your email sent to John P Mclean P.E. on Monday July 7 2003 11:02:07-0400 in reference to
Stormwater Project No. SW8 020432 and provide me with an inspection with your findings as indicated in this
email.
John P Mclean P.E. noted in his email to you that he had discussed the problems which you had mentioned in
your last e-mail on July 2 2003 with Ron Loftis and John Odom.
I need a copy of your findings in your inspection which is not in your file which I received from you. I need the
inspection which indicated the problems mentioned in your email dated July 2 2003 to John P Mclean P.E.
which John stated he had discussed with Ron Loftis and John Odom.
Please explain your findings and or provide the inspection which is missing from your file.
would also like to have a copy of your responce to John P Mclean P.E. where he ask you what to do about the
problem area inside the CAMA jurisdiction line. John had explained to you that Lot 20 and most of lots 1 & 19
fall inside the 575 ORW set back. Please send me a copy of your responce and or the inspection which should
have indicated your findings.
Please email me back direct or mail to the following address.
Arlyn Wall
247 Mohican Trail
Wilmington NC 28409.
Once again thank you for your time!
Arlyn Wall
910-612-2828
1 of 1 3/15/2006 8:58 AM

OF WATER Michael F. Easley, Governor
O� QG William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
COW7
Alan W. Klimek, P.E.,Director
• p Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
Stormwater Inspection Sheet
is
•
Name of Site: CAPE LOOKOUT RV PARK
Permit #: SW8 020423
Date of Inspection: NOVEMBER 8, 2005
Weather and Temp: WARM AND DRY (70'S)
Location of site: CARTERET CO.
Pond or swale Conditions: THE EASTERN BASIN HAD ABOUT 5-6" OF WATER IN IT. THE
WESTERN BASIN WAS DRY. NEIGHBORS YARD HAD NO VISIBLE WATER IN IT.
Trash Rack Present: N i A Deed Restrictions/ Eno Certification Provided:
Condition of Outlet Structure: N
Do the plans match the site: "r
Wetlands Onsite: YES Condition:
History Of Site:
DWQ INSPECTION ON JUNE 7, 2005
DWQ INSPECTION ON AUGUST 18, 2005
N. C. Division of Water Quality 127 Cardinal Drive Extension [phone] Customer Service*
Wilmington Regional Office Wilmington, NC 28405 [phone] Fax [phone] • jLN4

POO
PW
2�1 �-t

wunderground.com
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3.76

John P. McLean Engineering Associates
106 Manatee Street
Cape Carteret N.C. 28584
TEL [phone]
FAX [phone]
E-mail jpmcleanpeetcp2.com
July 16, 2003
Ms. Laurie Munn, P.E. FAX [phone]
DENR - DWQ
127 Cardinal Drive Extension
Wilmington, N.C. 28405
RE: SW8 020432 Cape Lookout RV Park - Request for Modification
Dear Ms. Munn,
I have prepared the following items for your review.
1. The calculations on the supplements match the revised drawing which
you will find herein.
2. The simple method computing volume has been used as shown on the
drawl ng.
3. The drainage area for Basin 1 is shown to be 68,411 sq. ft.. The
drainage area for Basin 2 is 63,400 sq. ft. The DOT has recently
constructed a ditch on the north R/W of SR 1335. It is virtually
impossible for the owner to prevent a strip of land about 6 or 8 feet
wide to drain into that property. That accounts for the total 3.12
acres of this tract.
Mr. Loftis has been prevented from obtaining a CAMA permit to finish the project
until this Stormwater Management plan is approved. If you will please notify the
CAMA office in Raleigh with your findings, we will be most appreciative.
Yoh
c ely,n P. McLean
Ron Loftis, Owner P.O. Box 522, Harkers Island, N.C. 28531
John Odom, PLS, FAX [phone]
Ff Ie:WQ7.16.03

A*A
NCDENR .
North Carolina Department of Environment and Natural Resources
Division of Land Resources
.lames D. Simons, P.G., P.E.
Director and State Geologist
June 28, 2005
Mr. Arlyn Wall
247 Mohican Trail
Wilmington, North Carolina 28409
Re: Cape Lookout RV Park
Carteret County
Dear Mr. Wali:
Michael F. Easley, Governor
William G. Ross Jr., Secretary
Thank you for your phone calls to me on June 21 and June 22, 2005 expressing concern
about the Cape Lookout RV Park project.
Among your concerns was that when you requested to see the file, Dan Sams, Regional
Engineer of the Wilmington Regional Office, first told you that the file was closed and
might have already been discarded. Upon inspection of the file, you felt you,were not
given complete documentation. Although the file had been closed, all information had
been retained, and my office has been forwarded all inspection reports. I am enclosing
those reports here. I understand that this is the same information previously given to you.
I did not find the "blank" inspection reports that you mention in your phone call. The
inspection date and time leaving the site were inadvertently omitted on compliance
inspection report following the May 20, 2003 inspection. Mr. Sams has since confirmed
from another inspection on that same date that the date of this inspection was June 12,
2003. Both the June 12 inspection and the next inspection on September 2, 2003 found
the site in compliance. The inspection report dated December 15, 2004 is a notation to
the file that the project is completed, and the file can be closed. Given the nature of this
project with respect to the Sedimentation Pollution Control Act of 1973, our file appears
adequate.
From conversations with you and with Dan Sams, I believe that your complaints are
primarily about increased stormwater runoff from the adjoining Cape Lookout RV Park.
I regret that we are not able to assist you in your problem. But, this kind of problem,
while fairly common, is not specifically addressed by the Sedimentation Pollution
Control Law of 1973 that we administer.
Geological Survey • Land Quality • Geodetic Survey
Division of land Resources - 1612 Mail Service Center, Raleigh, North Carolina 27699-1612
512 North Salisbury Street, Raleigh, North Carolina 27604
919-733-38331 FAX: [phone] Internet: www.dlr.enr. state. no. usldlr,htrn
An Equal Opportunity 1 Affirmative Action Employer — 50% Recycled 110% Post Consumer Paper

`• 4
Mr. Wall
,tune 28, 2005
Page 2
It is our understanding that the land disturbing activities at this site are finished. If you
are aware of ongoing land disturbing activities at the site affecting one acre or more, we
would appreciate your notifying Mr. Sams' office at [phone]. Such activities
would be covered by the Sedimentation Pollution Control Act.
Sincerely,
L.�
James D. Simons, PE, PG
CC. Mr. Dan Sams, PE
Mr. Mell Nevils, PE
Water Quality Supervisor, WiRO

Cape Lookout RV Park
Subject: Cape Lookout RV Park
Date: Wed, 02 Jul 2003 14:58:50 -0400
From: Linda Lewis <[e-mail]>
Organization: NC DENR
To: "John P McLean, P.E." <[e-mail]>
John:
I inspected this project yesterday before I came to your office to pick
up the revised plans. I also spoke to the owner, Ron Loftis. You
probably need to visit the site yourself because what you show on the
plans will not be implemented at the site.
The road adjacent the infiltration basins will NOT be sheet -flowing into
the basins. There is a 1.5' high earthen berm that is preventing sheet
flow from entering. All runoff appears to be directed to the ends of the
basin.
Additionally, the lot area beside the house, where there was supposed to
be about 2' of fill, will be left alone. Mr. Loftis has installed a
pump, and wants to construct a catch basin in the low area and pump all
the runoff into the infiltration basin.
The revised plans you worked on are no longer the proposed condition.
Please talk to your client, visit the site, and get everything straight.
Given the discrepancies between what is on the ground and what is shown
on the plan, a permit will not be forthcoming in time for Mr. Loftis'
appearance before whatever board or commission he is appearing before to
get a CO.
Thanks, Linda
1 of 1 7/2/2003 3:25 PM

Re: Capc Lookout RV Park - Carteret County
Subject: Re: Cape Lookout RV Park - Carteret County �}�f
Date: Mon, 07 Jul 2003 11:02:07 0400 V
From: Linda Lewis <Linda.Lewis@ncmaiLnet> j
Organization: NC DENR
To: ".Cohn P McLean, P.E." <[e-mail]>
CC: Laurie Munn <[e-mail]>
John:
I've got no problem with following the original plan, but it's going to take some real effort on the part of
Mr. Loftis to get it done, based on what I saw at the site. As of now, the site is in violation of the permit,
since it appears that modifications have been made without a permit. Mr. Loftis needs to write to me
and let me know that the plan as shown on the latest drawings will be implemented before the
modification is issued.
Linda
"John P McLean, P.E." wrote:
Linda, (SW8 020432) 1 have noted and discussed the problems you mentioned (in your last e-mail on July
2nd) with Ron Loftis and John Odom. One of our problems is what to do about the area inside the CAMA
jurisdiction line. As you know, all of Lot 20 and most of Lots 1 & 19 fall inside the 575' ORW set -back. I don't
know what Ron told you about a pumping station and what he would like to do, but I've told him we need to
follow the plan as originally approved and to forget about installing a pump station, I suspect he was just trying
to do whatever he could to get "open" and doing the business of renting his RV sites when he was talking with
you. John Odom informed me he has taken elevations shots within the CAMA line and he will make those
available today. My position on Ron Loftis' behalf is to proceed with the plan as approved. Mr. Loftis will need
to install the pretreatment swale as shown on the plans, and then to add fill to the 11 foot contour on Lots 18, 19
& 20. He told me this morning that he will use the area south of Lot 1 as a "common area" and he plans no
improvements there nor any around the house. What help can you give as far as letting us proceed with the
original plan on the areas inside the 575' setback area? Mr. Loftis !swilling to follow the plan, but has been
told he should wait until the CAMA plan is permitted. Please advise, John
I of 1 7/7/2003 11:02 AM

State Stormwater Management Systems
Permit No. SW8 020432 Modification
Cape Lookout RV Dark
• Stonnwater Permit No. SW8 020432 Modification
Carteret County
Designer's Certification
RECEIVED
NOV 2 0 2003
�BY,
I, �aNr� McLEAN , as a duly registered PYD [�7� meer
in the State of North Carolina, having been authorized to observe eriodicall weeklyAll time)
the construction of the project,
r
(Project
for ro lti r y (Project Owner$hereby state that, to the best of
my abilities, due re 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.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification:
�rsit�tlplq
CARD
s S./
r �
• WRL
:C 3
Si gnatur fMA4(4� rrrsi ,'FM �� id -- a
p MeV�A`_1'[
Regis
tr tion N tuber ✓
Date K1D\/ ►M P�—F—> IT Zoo 3
7

State Stormwater Management Systems
Permit No. SWS 020432 Modification
Certification Requirements:
V/1. The drainage area to the system contains approximately the permitted acreage.
;72
: The drainage area to the system contains no more than the permitted amount of
built -upon area.
V 3. All the buih-upon area associated with the project is graded 'such that the runoff
drains to the system.
_4. The outletibypass structure elevations are per the approved plan, • A14AIE
i��5.
The outlet structure is located per the approved plans., MQAf ,
A1144r 6.
Trash rack is provided on the outlet/bypass structure.
V 7.
All slopes are grassed with permanent vegetation.
�$.
y
Vegetated slopes are no steeper than 3:1_
inlets
9.
The 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.
y 11.
Required drawdown devices are correctly sized per the approved plans.
12.
All required design depths are provided.
V '
'
13.
All required parts of the system are provided, such as a vegetated shelf, and a
forebay.
i /
y
The
14.
overall. dimensions of the system, as shown on the approved plans, are
provided.
cc: NCDENR-DWQ Regional Office }
Carterei County Building Inspections

20035
July 7, 2003
Ms. Linda Lewis, Regional Engineer FAX [phone]
NCDENR - DWQ
127 Cardinal Drive Extension
Wilmington, N.C. 28405
RE: Cape Lookout RV Park - SW8 020432
Dear Ms. Lewis,
This note is being written to verify my intent to construct the
stormwater management plan currently under consideration for a
modification, submitted by John McLean, P.E. dated 6-07-2003.
The plan modification includes sealed calculations for each infiltration
basin along with drainage areas on the revised application.
I fully intend to implement the plan as modified and would appreciate
your approval as soon as possible. I am aware that attention must
be paid to complete all aspects currently approved and those which are
shown on the modification drawing (6-07-2003).
If there are matters about which you have comments, please contact
John McLean, at anpeC@tc[)2.com or FAX [phone].
S cer ly,
Ron D Loftis, Owner
Cape Lookout RV Park
(original to follow by US Mail)
File: LoftisLetter7.7.a -

State Stormwater Management Systems
Permit No. SW8 020432 Modification
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Harold Gurganus & Ron Loftis
Cape Lookout R V Park
Carteret County
FOR TH E
construction, operation and maintenance of two infiltration basins in compliance with the
provisions of 15A NCAC 2H .1000 (hereafter referred to as the "stormwater rules') and the
approved stormwater management plans and specifications and other supporting data as attached
and on file with and approved by the Division of Water Quality and considered a part of this
permit.
This permit shall be effective from the date of issuance until July 16; 2013, and shall be subject
to the following specifiedconditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater runoff as
described on page 3 of this permit, the Project Data Sheet. The stormwater control has
been designed to handle the runoff from 36,156 square feet of impervious area.
3. The tract will be limited to the amount of built=upon area indicated on page 3 of this
permit, and per approved plans.
4. All stormwater collection and treatment systems must be located in either dedicated
common areas or recorded easements. The final plats for the project will be recorded
showing all such required easements, in accordance with the approved plans.
5. The runoff from all built -upon area within the permitted drainage area of this project must
be directed into the permitted stormwater control system_ A permit modification must be
submitted and approved prior to the construction of additional built -upon area from
outside of the approved drainage area.
2

,,
State Stonnwater Management Systerns
Permit No. SW8 020432 Modification
DIVISION OF
WATER QUALITY
PROJECT DESIGN DATA SHEET
Project Name:
Cape Lookout RV Park
Permit Number:
SW8 020432 Modification
Location:
Carteret County
Applicant:
Mr. Ron Loftis, Owner
Mailing Address:
PO Box 522
Harkers Island, NC 28531
Application Date:
July 16, 2003
Receiving Stream/River Basin/Index #:
White Oak / Back Sound 121-35-(1.5)
Classification of Water Body:
"SA"
Basin 1 Basin 2
Basin, Depth, feet:
0.95 0.75
Bottom Elevation, FMSL:
8.75 8.95
Drainage Area, acres:
1.57 1.46
Total Impervious Surfaces, ftz:
19,548 16,608
Offsite Area entering Pond, ftz:
none per Engineer
Required Storage Volume, ft3:
5,250 4,530
Provided Storage Volume, ft3:
5,339 4,551
Temporary Storage Elevation, FMSL:
9.7 9.7
Controlling Orifice:
n/a n/a
Soil Type:
Sand Sand
Seasonal High Water Table:
6.25 6.25
Expected Infiltration Rate:
4" per hour 4" per hour
Time to Draw Down, days:
0.2 0.2
3

State Stonmwater Management Systems
` Permit No. SW$ 020432 Modification
11. SCHEDULE OF COMPLIANCE
The stormwater management system shall be constructed in its entirety, vegetated and
operational for its intended use prior to the construction of any built -upon surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of the
system will be repaired immediately.
3. The permittee shall at all times provide the operation and maintenance necessary to assure
the permitted stormwater system functions at optimum efficiency. The approved
Operation and Maintenance Plan must be followed in its entirety and maintenance must
occur at the scheduled intervals including, but not limited to:
a. Semiannual scheduled inspections (every G months).
b. Sediment removal.
C. Mowing and revegetation of slopes and the vegetated Filter.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and specifications.
f. Debris removal and unclogging of outlet structure, orifice device, flow spreader,
catch basins and piping.
g. Access to the outlet structure must be available at all times.
4_ Records of maintenance activities must be kept and made available upon request to
authorized personnel of DWQ. The records will indicate the date, activity, name of
person performing the work and what actions were taken.
S. Decorative spray fountains will not be allowed in the stormwater treatment system.
6. The facilities shall be constructed as shown on the approved plans. This permit shall
become voidable unless the facilities are constructed in accordance with the conditions of
this permit, the approved plans and specifications, and other supporting data.
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 per nutted 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. A modification may be required for those deviations.
If the stormwater system was used as an Erosion Control device, it must be restored to
design condition prior to operation as a stormwater treatment device, and prior to
occupancy of the facility.
9. The pennittee shall submit to the Director and shall have received approval for revised
plans, specifications, and calculations prior to construction, for any modification to the
approved plans, including, but not limited to, those listed below:
a. Any revision to any item shown oil the approved plans, including the stornwater
management measures, built -upon area, details, etc.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area or to the drainage
area.
C. Further subdivision, acquisition, or sale of all or part of the project area. The
project area is defined as all property owned by the permittee, for which
Sedimentation and Erosion Control Plan approval or a CAMA Major permit was
sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the approved
plan.
4

State Stormwater Management Systems
Permit No. SWS 020432 Modification
10. The permittee shall submit final site layout and grading plans for any permitted future
areas shown on the approved plans, prior to construction. If the proposed BUA exceeds
the amount permitted under this permit, a modification to the permit must be submitted
and approved prior to construction.
11. A copy of the approved plans and specifications shall be maintained on file by the
Pennittee for a minimum of ten years from the date of the completion of construction.
12. At least 30 days prior to the sale or lease of any portion of the property, the permittee
shall notify DWQ and provide the name, mailing address and phone number of the
purchaser or leasee. An access/maintenance easement to the stormwater facilities shall be
granted in favor of the permittee if access to the stormwater facilities will be restricted by
the sale or lease of any portion of the property.
13. The permittee must maintain compliance with the proposed built -upon area and ensure
that the runoff from all the built -upon is directed into the permitted system.
14. The Director may notify the permittee when the permitted site does not meet one or more
of the minimum requirements of the permit. Within the time frame specified in the notice,
the permittee shall submit a written time schedule to the Director for modifying the site to
meet minimum requirements. The permittee shall provide copies of revised plans and
certification in writing to the Director that the changes have been made.
15. The pennittee must maintain the current permitted drainage area. No additional runoff
from outside of the permitted drainage area boundary may enter the permitted stormwater
facilities without first applying for and receiving a permit modification.
IIl. GENERAL CONDITIONS
This permit is not transferable except after notice to and approval by the Director. In the
event of a change of owership, or a name change, the permittee must submit a formal
permit transfer request to the Division of Water Quality, accompanied by a completed
name/ownership change form, documentation from the parties involved, and other
supporting materials as may be appropriate. The approval of this request will be
considered on its merits and mayor may not be approved. The permittee is responsible
for compliance with all permit conditions until such time as the Division approves the
transfer request.
2. Failure to abide by the conditions and limitations contained in this permit may subject the
Pennittee to enforcement action by the Division of Water Quality, in accordance with
North Carolina General Statute 143-215.6A to 143-215.6C.
3. The issuance of this permit does not preclude the Pen-nittee from complying with any and
all statutes, rules, regulations, or ordinances which may be imposed by other government
agencies (local, state, and federal) which have jurisdiction.
4. In the event that the facilities fail to perform satisfactorily, including the creation of
nuisance conditions, the Permittee shall take immediate corrective action, including those
as may be required by this Division, such as the construction of additional or replacement
stormwater management systems.
5. The permittee grants DENR Staff permission to enter the property during nonnal business
hours for the purpose of inspecting all components of the penmitted stormwater
management facility.
6. The permit may be modified, revoked and reissued or terminated for cause. The filing of
a request for a permit modification, revocation and reissuance or termination does not
stay any permit condition.
5

State Stormwater Management Systems
Permit No. SWS 020432 Modification
7. Unless specified elsewhere, permanent seeding requirements for the stormwater control
must follow the guidelines established in the North Carolina Erosion and Sediment
Control Planning and Design Manual.
Approved plans and specifications for this project are incorporated by reference and are
enforceable parts of the permit.
9. The permittee shall notify the Division any name, ownership or mailing address changes
within 30 days.
Permit issued this the l6th day of July, 2003.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
1
Alan W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
10

State Stormwater Management Systems
Permit No. SW8 020432 Modification
Cape Lookout RV Park
Stormwater Permit No. SW8 020432 Modification
Carteret County
Designer's Certification
1, , as a duly registered
in the State of North Carolina, having been authorized to observe (periodically/weekly/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.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification:
SEAL
Signature
Registration Number
Date

State Stormwater Management Systems
Pen -nit No. SW8 020432 Modification
Certification Requirements:
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.
G. 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.
if. 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 overall dimensions of the system, as shov�,n on the approved plans, are
provided.
cc: NCDENR-DWQ Regional Office
Carteret County Building Inspections
0

Re: Cape Lookout RV Park
Subject: Re: Cape Lookout RV Park
Date: Mon, 30 Jun 2003 15:44:02 -0400
From: Linda Lewis <[e-mail]>
Organization: NC DENR
To: "John P McLean, P.E." <[e-mail]>
CC: Laurie Munn <Laurie.Munn @ncmall.net>
John:
Laurie Munn is reviewing the project. She requested information on May 21, 2003, and she says nothing
has been resubmitted to her. I went through my stack of mail, and it's not in there, either. We will be in
Carteret County tomorrow doing inspections, and this project is on our list due to a flooding complaint
from one of the neighbors. Laurie thinks there might be other problems at the site, as well. Unless the
site is in good condition, I don't think a letter from us will be forthcoming this week.
Linda
"John P McLean, P.E." wrote:
Linda, Is there any chance that the owner of Cape Lookout RV Park can expect a letter from you to the CAMA
officer in Raleigh this week ? This is an Ad Info which was returned to your office in June. The owner has a
planning board meeting within a week I believe. John
l of 1 7/9/2003 7:38 AM

John P. McLean Engineering Associates
106 Manatee Street
Cape Carteret N.C. 28584
TEL [phone]
FAX [phone]
E-mail jdmcleanpeQjt p2.cgm
June 7, 2003
Ms. Linda Lewis, Regional Engineer
NCDENR - DWQ
127 Cardinal Drive Extension
Wilmington, N.C. 28495
RE: Cape Lookout RV Park SW8 020432
Dear Ms. Lewis,
This note is being written in response to you letter to Mr. Loftis dated May 2I,
2003. The items requested are:
1. Sealed calculations: You will find these on the drawing and the notes
will help determine the exact basin size.
2. Drainage area in square feet on the application has been noted
I hope you are doing well.
Sincerely,
oh P. McLean, P.E.
Enclosure: 2 copies of plan
2 copies of Sheet 2 of the Application (form SWU 101 - Sheet 2/4)
Cc: Ron Loftis, P.O. Box 22, Harkers Island, N.C. 28231
John Odom, PLS FAX [phone]
Fde:CdpeLookouTRVPvkTrars, 7.03

. T•'4
Z. If this appliral ion is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit number SW8 020432 and its issue date (if known) 7 / 12 / 02
3. Specify the type of project (check one):
Low Density X High Density Redevelop General Permit Other
4. Additional Project Requirements (check applicable blanks):
_CAMA Major X Sedimentation/Erosion Control _404/401 Permit �NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748.
III. PROJECT INFORMATION
1. 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.
'Attached
2. Stormwater runoff from this project drains to the
3. Total Project Area: 3.12 acres
5. How many drainage areas does the project have?
2
White Oak
4. Project Built Upon Area:
River basin.
27 —
6. Complete the following information for each drainage area. If there are more than two drainage areas in the
project, altach'an additional sheet with the information for each area provided in the same format as below.
Basin Information
Drainage Area it
Drainage Area 2
Receiving Stream Name
Back Sound
Back Sound
Receiving Stream Class
SA — ORW
SA — ORW
Drainage Area
68,411
63,400
Existing Impervious' Area
1,500 sq. f t .
0
Proposed lmpetwious'Area
18,048 sq. f t .
16,608 sq. f t .
% Impervious' Area (total)
28.6
26.2
Impervious" Surface Area
Drainage Area I
.Drainage Area 2
On -site Buildings
1,500
sq.
ft.
0
On -site Streets
9,348
sq.
f t .
8,508 sq. f t .
On -site Parking
0
0
On -site Sidewalks
0
0
Other on -site
8,700
sq.
ft.
8,100 sq. ft.
Off -site
0
0
Total:19,548
sq.
ft.
Tot.al:16,608 sq. ft.
Impervious area is defined as the built upon area including. but not limited to. buildings, roads• parking areas•
sidewalks, gravel areas. etc.
Forni SWU-101 Version 3.99
Page 2 of 4

Cape Lookout RV Park April 22, 2002
Revised 3.11.03
Harkers Island, North Carolina
NARRATIVE:
Cape Lookout RV Park is a proposed development planned on SR 1335
(Harkers Island Road). The size of the tract of land is 3,12 acres. There
is an existing residence on the property which will be used as an office and
a bath house for residents. The proposed street system will be one way
traffic on a 16 foot wide right-of-way. The proposed street will be
constructed in the shape of an inverted crown. The pavement width will be
14 feet.
The tract of land is situated on the north side of SR 1335. The water course
located to the south is Back Sound, classified as SA-ORW. There is no
outlet drainage on this tract.
There will be one way traffic on the street. The street system is set at .5%
grade, with a high point located at the north quadrant point of the street,
set at + 10.5 feet. The adjoining land is higher at this point with spot
elevations exceeding +11 on Lots 11 & 12. Lots 7, 8, 9 & 10 require fill,
but less than a foot in all places.
Fill for the development is available on -site in two areas which will collect
the storm water runoff and treat it with infiltration. The street grade will
remain at .5% for the entire RV Park. Minor fill (less than a foot) will be
necessary on Lots 1 & 2, and Lots 18, 19 & 20.
The owner intends to selectively clear all lots in order to leave as many
trees as possible so the canopy can be left. The only wholesale clearing
will be for the street and the sewer system. The sewer system requires two
parcels be cleared and low pressure lines installed. Only those two land
masses will be cleared, the remaining will be left undisturbed. See map for
clearing notes.
Each infiltration basin has been sized to accept the flow of a 3 inch event.
The western basin is 30 feet wide and 190 feet long. The eastern basin is
30 feet wide and 200 feet long. The volume for storage is based on equal
flow to the basins, and each has a bottom elevation of 8.93 feet. This can
vary as required for more or less storage. The bottom elevation is 9 inches
lower than the inlet elevation. The overall storage is slightly more than
required for the 3 inch event. The bottom of the infiltration basin shall
remain with no silt, no topsoil, only native sand. It is imperative that the
bottom of each basin be left without sealing from ability to infiltrate.

At the entrance of both basins, on both ends of both basins, a temporary
sediment basin has been designed to handle 1,800 cf/acre disturbed in the
construction. The temporary basins are 25 feet square, 2 feet deep.
These temporary sediment traps will eventually be filled when construction
is complete and vegetation has been established.
The owners of the tract are
Ron Loftis
P.O. Box 522
Harkers Island, N.C. 28531
Tel: [phone]
and Harold Gurganus
2036 Hollow Pond Road
Williamston, N.C. 27892
Tel: [phone]
The approximate acreage of disturbed land will be 2.75 acres
The surveyor is:
The engineer is:
Prestige Surveying
c/o John Odom, PLS
501 W. B. McLean Boulevard
Cape Carteret, N.C. 28584
John P. McLean, P.E.
106 Manatee Street
Cape Carteret, N.C. 28584
Tel: [phone]

■% ot By: HP LaserJet 3100;
John P. McLean
February 21, 2003
2523932463; Feb-21-03 2:53PM;
Engineering Associates
Ms. Linda Lewis, Regional Engineer
DENR - DWQ
127 Cardinal Drive Extension
Wilmington, N.C. 28405
RE:(::
SWB 020432 Cape Loc
Dear Ms. Lewis,
Page 111
106 Manatee Street
Cape Carteret N.C. 28584
TEL [phone]
FAX [phone]
E-mail I 2,
!AX 910-350-2004
RV Park - Request for Modification
I have examined the drawing submitted by John Odom to the i:AMA office for
referenced project. He submitted pl ns for a 28 unit RV Park as stated in your
letter dated February 14, 2003.
Ron Loftis is one of the two owners ar
Modification to Stormwater Project S
calculations and discovered the net chi
the bottom elevation of the infiltratio
require a normal modification fee of $
might be handled without a fee ? I he
change required. Project constructi4
water service have been installed. No
I I advised him today that a full blown
VS 020432 may be required. I re -ran the
nge in the project is a drop of 0.03 feet in
i basins. Does a change: of this magnitute
420.00, or is it perhaps so minor that it
ve revised the map to reflect the invert
n is proceeding. Electrical and potable
wastewater work has bx:en started.
Please e-mail me a message when it is convenient.
Sincerely,
vhn P. McLean
I
cc: Ron Loftis, Owner P.O. Box 522 Harkers Island, N.C. '28531
John Odom, PLS, FAX [phone]
File:D WQ2.2193

Michael F. Easley, Governor
William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
Wilmington Regional Office
February 14, 2003
.01
Mr. Ron Loftis
PO Box 522
Harkers Island, NC 28531
Subject: Request for Modification
Cape Lookout RV Park
Stormwater Project No. SW8 020432
Carteret County
Dear Mr. Loftis:
The Division of Water Quality received a copy of the CAMA Major permit application
for the subject project. On July 24, 2002, this project was issued a Stormwater Management
Permit for the construction of a 26 space RV park, but the CAMA. application and plan (prepared
by John Odom, P.L.S.) show a proposed 28 space RV Park. If the project is to have 28 spaces,
you must submit a modification to the Stormwater Management Permit prior to'any construction.
Additionally, the plans prepared by John Odom label the permitted infiltration areas as "potential
stormwater retention areas." There isn't anything "potential" about the required infiltration areas,
unless you intend to meet low density on the modified application. Please have Mr. Odom
remove this misleading language from the plan for the CAMA application if high density is to
remain as the permitted project type.
Either a Stormwater Permit Application Package including 2 sets of plans, completed
application form, fee, and supporting documentation, or a written response regarding the status of
this project and the expected submittal date must be received in this Office no later than March
14, 2003, Failure to respond to this request may result in the initiation of enforcement action, and
construction may experience a subsequent delay.
Please reference the Project Number above on all correspondence. If you have any
questions, please call me at (910)-395-3900.
Sincerely,
Linda Lewis
Environmental Engineer
RSSlarl: S:IWQSISTORMWATILETTERS1020432.FEB03
cc: John McLean, P.E.
John Odom, P.L.S.
Tere Barrett, DCM Morehead City
Linda Lewis
A�A
NCDENR
N.C. Division of Water Quality 127 Cardinal Drive Extension Wilmington, N.C_ 28405 [phone] Fax [phone] Customer Service
800-623-7748

�A
Pol-�Tr c , if r �
RCDENR
North Carolina Department of Environment and Natural Resource's�r_T
Division of Coastal Management
Michael F. Easley. Governor Donna D. Moffitt, Director William G. Ross Jr., Secretary
I"chruary 10, 2003
IVIFNIORANDUM:
TO.. Linda Lewis
Noel Lutheran
Division of Water Quality
FROM: Doug Huggett.
Major Permits Processing Coordinator
SUBJECT: CAMAIDREDGE & FILL Permit Application Review
Applicant: Cape Lookout RIV Park, c/o Mr, Ron Loftis and Mr, Harold Gurganus
Project Location: Carteret County: on the north side of Island Road oil Harker's Island within 575' of
Back Sound.
Proposed Project: The applicants propose to construct an RIV park with 28 spaces for seasonal rental
use.
Please indicate below your agency's position or viewpoint oil the proposed project and return this form by
March 4, 2003. If you have any questions regarding the proposed project, please contact Tere Barrett at
[phone]. When appropriate, in-depth comments with supporting data are requested.
REPLY: This agency has no objection to the project as proposed.
SIGNED
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached.
This agency objects to the project for reasons described in the attached comments.
DATE
151-B Hwy. 24, Hestron Plaza 11, Morehead City, North Carolina 28557
Phone: [phone] FAX: [phone] Internet: www.nccoastalmanagement.net
An Equal opportunity 1 Affirmative Action Employer 50% Recycled 110% Post Consumer Paper

CCM i DWO
Development Type (143001601425100€39316256252` f2430016024351CC0952341}
I. Private, non-commercial
development that does not involve
S250 100% (5250)
Cob (S3)
the filling or excavation or any
wetlands or open wa r areas:
�r
It. public or commercial development
r that does Mt involve the filling or
y l,3 100% (S400)
C% (SO)
excavation of any wetlands or open
water areas: /
lII. V at involves the
filling andlar excavation of up to 1
acre of wetlands and/or open waver
areas, determine if A, B, C, or 0
below applies:
s
III(A). For Private, non-commercial
development, If General waterQualir;
100%(5250)
C`,s(SC)
Certification No.3301 (see ai,aChed)
can be applied:
II!(B): For public or commercial
development, if General water Qua!i:y
100% (S40C;
C% (so)
Cer.iSca,ion No.3301 (see aaac.hed)
can be applied:
III(C). If General Water Qualill
Certification No. 3301 (see attached)
could be applied, but QCht sa!'
determined that additional review and
S 00
601,0 (5240)
40°0 (S160)
w,5tten DWQ concurrence is needed
because of cnncems related to wwa! c r
qualiy or aquatic lira:
W(0). If General Waler Quality
Certification No. 3301 (see attached)
S-�CO
50°,'e ($240) 40°; (5160)
can not be applied:
W. For development that involves
the filling and/or excavation of more
_
,
E °a (52 a_1 40e..0 {515D)
than one acre of wetlands and/or
open water areas:

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
I. APPLICANT'S NAME: Cape Lookout R/V Park, c/o Mr. Ron Loftis and Mr. Harold Gurganus
2. LOCATION OF PROJECT SITE: Tract located on the north side of Island Road on Harker's Island.
The property is not adjacent to a waterbody, but lies within 575' of Back Sound.
Photo Index - 2000: 9-L,M 1995: 9-L,M
State Plane Coordinates - X: 2739800-2740000 Y: 350300-350800
3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit -- October 18, 2002
Was Applicant Present - No
5. PROCESSING PROCEDURE: Application Received Cc: January 30, 2003
Office - Morehead City
C. SITE DESCRIPTION:
(A) Local Land Use Plan --Carteret County
Land Classification From LUP -
(B) AEC(s) Involved: ES
(C) Water Dependent: No
(D) Intended Use: Commercial
(E) Wastewater Treatment: Existing - Septic
Planned - Septic
(F) Type of Structures: Existing - Residence
Planned - R/V Park
(G) Estimated Annual Rate of Erosion: N/A
Source — N/A
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands
(B) Non -Vegetated Wetlands
(C) Other — High ground within 575' of
ORW waters.
2.75 ac
(D) Total Area Disturbed: 2.75 ac
(E) Primary Nursery Area: No
(F) Water Classification: SA-ORW Open: Yes
8. PROJECT SUMMARY: The applicants propose to construct an R/V park with 28 spaces for seasonal
rental use.

Field Investigation Report:
Cape Lookout R/V Perk
C/o Mr. Ron Loftis and Mr. Harold Gurganus
Page 02
9. NARRATIVE DESCRIPTION.
This property is a 3.12 acre tract previously occupied by a single residence and mobile home.
The site is located on the north side of Island Road (SR 1335) on Harker's Island, Carteret
County. Harker's is bound by West/East Mouth Bays on the north side, and Back Sound on the
south side. The island is primarily residential in nature, with small family businesses supporting
the local economy.
The subject property has recently undergone clearing that is statutorily exempt from permitting
requirements, That is to say, trees have been cut with minimal ground disturbance. On the south
and north sides of the property, the elevations are low, and conducive to ponding. Mr. Mickey
Sugg with the US Army Corps of Engineers has made the determination that any wetlands present
are isolated and non jurisdictional (on file). The soils on site are sandy, primarily vegetated with
pines and oaks. Toward the north end of the property in the area of the isolated wetlands, the
vegetation expands to White Bay, Fetterbush, American Holly, and Sassafras.
The waters of Back Sound carry a DWQ classification of SA-ORW; the area is open to the taking
of shellfish for consumption, and is not designated as Primary Nursery Area. The Carteret
County Land Use Plan classifies this area as Limited Transition, with all AEC's classified as
Conservation. The applicant has applied for and received Sedimentation/Erosion Control approval
(CA 02204), Stormwater approval (#SW8-020432), approval to tie into the municipal water supply
(04-16-025) and a CAMA General Permit to install same (33164-C), Driveway access
authorization from NC DOT (D-2202029), and septic approvals dated 8/06/02.
The proposal at hand is to clear, grade, and develop the infrastructure for an R/V Parlc.
Approximately 2.75 acres will be graded, and a loop road installed with asphalt surface. The
entrance road will be 25'-30' in width, with a 20' improved travel way. The remainder of the
loop will be 14' of improved surface within a 16' right of way. Infiltration basins, 200' in length,
are proposed for the east and west sides of the loop road. Road shoulders will slope (1:3) into
these features. Two septic treatment facilities will be installed within the area proposed for
disturbance in the center of the loop road. Sites are designated for 28 campers, and water will be
provided through the municipal water supply. Finished impervious area shown on the submitted
plats is approximately 23 % within the 575' AEC.
The existing residence is intended to be converted into a park store and bathhouse.
10. ANTICIPATED IMPACTS:
The project will require the grading of approximately 2.75 acres of high ground and isolated
wetlands for commercial use. The greatest impact will be the result of having a higher density use
than is typical for the island.
Tere Barrett February 1.0, 2003 Morehead City

r
To: Whom It May Concern
From: Ron Loftis, Owner
P. O. Box 522
Harkers Island, NC 28531
504-3400
Re: Cape Lookout RV Park
Harkers Island, NC
Date: October 21, 2002
I have authorized John A. Odom, P.L.S., Prestige Land
Surveying as my agent to provide any needed
information and submit C.A.M.A. application for above
project.

:SEP-26-2+302 09:34
PLtblic 4Vntcr Sapp;J Section
Diu. of Enuirorlrnontcd Hcalch
DENR
1634 Ma(i 5mice Center
Rnie�gh. NC 27699-1634
[phone]
1 r4X fi (919) 715.43 74
a
a
a
NC DE3 P
PUBLIC WATER
SUPP
T
R
A N
S
To:
Fax:
From:
Date. -
Pages:
T
919 715 4774 P-Oi,'U4
I T T A L
a 95
(_ 1 PAGES INCL7UDINQ CQVER
� 67 d --
'CA c F(ljQ ,tgNrAx•FOAM,PWS.

-------------------- 1
SEP-126-200 09: 35 NC DEMP. PUBLIC WATER SUFF 91? 715 4374 P. p2/04
%? $ On 1 G %Jr FIUM 1 rz t 1AMWL-11Vhl
DEPARTMENT OF ENVIRONMENT
AND NATURAL RESOURCES
Division of Environmental Health r =
Public Water Supply Section
Michael F. Easley, Governor NCDENR
William G. Ross Jr., Secretary
Linda C. Sewall, Director
Jessica G. Miles, Seatlon Chief
September 24, 2002
Mx, Travis Davis, Administrator
Harkers Island Sanitary District
Post office Box 190
Harkers Island, North Carolina 28531
Re: Enginceriner Plans and Specifications Approval
Water Main Extension
Harkers Island Smirn District to serve
Cape Lookout RV Park
Carteret County
1.D, A 04-16-025
This is not an Authorization to Construct
Dear Mr. Davis:
Enclosed please find one copy of tho "Application far Approval.." together with one copy of the referenced
engineering plans and specifications bearing the Division of Environmental Health stamp of approval and signature of the
Public Water Supply Section Chief for the referenced project. These engineering plans jmd specifications are approved
tinder Division of Environmental Health serial number 02-01035, dated September 23, 2002,
Engineering plans and specifications prepared by John P. McLean, P.E., call for the installation of approximately 287
feet of 6-incli and 990 feet of 2-inch water mains, valves. two U5C approved reduced pressure type backflow prevertters
each with 2-inch meter and vault, and other related appurtenances to serve proposed Cape Lookout RV Park with 26 lots
located off 14arkers Island Road (S.R. 1335).
Please note that an "Authorization to Construct" requires both this approval of Engineering Plans and
Specifications and submittal of a complete Engineer's Rcpvrt and Water System Managentent. Plan. No construction
.shall be undertaken, and no contract for construction, alteration, or installation shall be entered into until the
Department issues an Authorization to Construct letter in accordance with 15A NCAC 18C ,0305(s).
One copy of each enclosed document is being forwarded to our Wilmington Regional Office. The third copy is being
retained in our permanent files.
If we c,-m be of further service, please call on us at [phone].
Si
/1krayne Mundin, P.E. Head
Teclutical Services Branch
Public Water Supply Section
JWM/HSOIdb
Enclosures: Approval Documents
cc: M.P. Bell, Regional Engineer
Carteret County Health Deparonent
John P. McLean, P.E.
1634 Mall Service Center, Raleigh, North Carolina 27699-1634 A Telepbant: 919-733-2321

-------'------------------------------------------------------------
CEP-26-2002 09: 35 NC DENR PUBLIC WOTER SilPP 919 715 4374 P . 03/0 l
%*j%C1kZ Ul iV1..I M t..cll Ulll la
i)epartment of Environment p9r,4
and Natural Resources
Division of Environmental Health
Public Water Supply Section PA
Michael F. Easley, Governor NC"'E" R
William G. Ross, Jr., Secretary
Linda C. Sewall, Director .
Jessica G. Miles, Section Chief
Septemher 26, 2002
TRAVIS DAVIS
Po Box 1 W
Harkers Island,NC 28531
Re: Authorization to Construct
CAPE LOOKOUT RV PARK
HARKERS ISLAND SANITARY GIST
CARTERET County 0416025
Dear Applicant:
This letter is to confirm that a complete Engineer's Report and a Water System Management Plan have been
received, and that engineering plans and specifications have been approved by the Department for CAPE
LOOKOUT RV PARK, DEH Serval No. 0201035.
The Authorization to Construct is valid for 24 months from the date of this letter. Authorization to Construct
may be extended If the Rules Governing Public water supplies and site conditions have not cnanged, The
Authorization to Construct and the engineering plans and specifications approval letter, shall be posted at the
primary entrance of the job site before and during construction,
Approval must be secured from the Department before any construction or installation if:
Deviation from the approved engineering plans and specifications is necessary; or
There are changes in site conditions affecting capacity, hydraulic conditions, operating units, the
function of water treatment processes, the quality of water to be delivered, or conditions imposed by
the Department In any approval letters.
Upon completion of the construction or modification and In accordance with Rule .0303, the applicant shall
submit a certification statement signed and sealed by a registered professional engineer stating that construction
was completed in accordance with approved engineering plans and specifications, including any provisions
stipulated in the Department's engineering plan and specification approval letter, Prior to Final Approval, the
applicant shall submit a signed certification stating that the requirements in 15A NCAC 18C .0307 (d) and (e) have
been satisfied and if applicable, a completed application for an Operating Permit and fee. Once the certification
statements and operating permit application and fee, If applicable, are received and determined adequate, the
Department will grant Final Approval In accordance with Rule .0309 (a). Therefore, no construction, alteration, or
expansion of a water system shall be placed into service until Final Approval has been issued by the Department.
If we can be of further assistance, please call [phone].
Sincerely,
�/-
rA
Jessica G. Miles, P.E., Chief
Public Water Supply Section
JGM:???:jrd
cc: M. P. BELL, Regional Englneer
1934 Mail Service Center, Raleigh. North Carolrna 27099.11534 A Telophana 010-733-2321

AG�AState of [forth Carolina
NcDENR Department of Environment and Natural Resources
Public Water System
_
Authorization to Construct
Public Water System Name
and PWSID No. (if available):
Project Name:
Serial No:
Issue Date:
Expiration Date:
HARKERS ISLAND SANITARY DIST
0416025
CAPE LC4KCUT RV PARK
0201035
09/2512002
24 months after Issue Date
I�In accordance with NCAC 18C.0305, this Authorization to Construct must be posted for inspection at the primary entrance
the job site during all construction.

Action Ill: 200300346
U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
County: Carteret
NO DEPARTMENT OF THE ARMY AUTHORIZATION REQUIRED
Property Owner: Ron Loftis and Harold GUrgann5 Agent: Larry Baldwin,Land Managenient Group
Post Office Box 1478, Washincton NC 27889-1478 PO Box 2522. WilinIRLyton NC 28403
Telephone [number: [phone] _„Agent's [phone]
Size and Location of project (waterbody, road name/number, town, etc.): The project is located on the north side of
1-larkers Island Road (SR 1335). near Core Sound Museum facility. on I-larkers Island. Carteret County. North Carolina.
Description of Activity: Development of Cape Lookout RV ["ark,
Your work as described above does not require Department of the Army authorization for the following
reason(s):
There are no jurisdictional waters or wetlands within the boundaries of the project as described
above. This determination is effective for five years from the date of this document.
X The proposed project does not have a regulated impact on jurisdictional waters or wetlands.
The small wetland pocket (approximately 30 sq. ft.) is isolated and not a regulated area; therefore, no
authorization is required to impact the area. This determination is valid for five years from the (late of this
correspondence. Reference my January 7, 2003 onsite inspection.
The proposed project is exempt from Department of the Army regulations.
Any changes in the described work resulting in impacts to jurisdictional waters or wetlands or any new
work in jurisdictional waters or wetlands outside the area described above must be coordinated with the
Corps of Engineers prior to commencement. Please contact the Regulatory Official specified below.
For any activity within the twenty coastal counties, before beginning work, you must contact the N.C.
Division of Coastal Management at telephone [phone] to discuss any required State permit
authorization.
The Department of the Army determination does not relieve the property owner of the responsibility to
obtain any other required Federal, State, or local approvals/permits.
Date January 30, 2003
Corps Regulatory Official: Mickey Sugg Telephone: [phone]

Form DCh1-MP-1
APPLICATION
(To be completed by all applicants)
I. APPLICANT
a. Landowner:
Name ON ZOFTlS IIAKdGD 6Lhe6,*x10S
Address 52 2-
city 1-%A4eKE95 State N(,--
Zip 2853 / Day Phone 25Z- 5a sl- 3+ta0
Fax kJ/,4
b. Authorized Agent:
Name %2 C5T/G E CA1vJo S')A v1,t4 , P A
Address so 1 Al.[3. Ine-ZF,4N 19L v.0.
City CgpE GJerVYLF 7- State A!G
Zip 295A?11 Day Phone Z52 `393-2129
Fax 252-34I3- 367S
c. Project name (if any) GAPE J100Y our
v P.� *--
No7F.• Perncl wit! he ittued in name of L=dowrtrrft), and/or
project name.
2. LOCATION OF PROPOSED
PROJECT
a, County Gr1R7'F.eE
b. City, town, community or landmark
1,1.41z1,-0ns lceAvD
c. Street address or secondary road number
NG. 5, ,e . /33 5--11kexe9zs Isc.4.-•o JQv as
d. Is proposed work within city limits or planning
jurisdiction? Yes �� No
e. -Name of body of water nearest project (e,g. river,
creek, sound, bay) Gk 9zVV n
3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
a. List all development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier, and
excavation and/or filling activities.
s777, e--,-r S , C,—,AtJ7U'- sOI-JdFnL 4N,o
a.y 7y/7/5 2 Aced Sr sL��
b. Is the proposed activity maintenance of an existing
project, new work, or both? �b4
c. Will the project be for public, private or commercial
use? G71MAne_t14 L1
d. Give a brief description of purpose, use, methods of
construction and daily operations of proposed
project. If more space is needed, please attach
additional pages. zfVAe_-r ulLt Oe Causr4
L.4'Tf/ 74PIc44- Edn.fJ AWa1 XK3 QA,? CV r.. 0 Nor
/L4
s ,w cc. Ac
57rT y
�"oapc
rs ,ui
u- STAr. oJ✓
/Vo2
Suns n t EEC
o
s i �G d
Revised 03195

Form DCINI-NW-1
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract 1 3•f�RES
b. Size of individual lot(s) ZOpQ S,r11l12V/M4JA,1
c. Approximate elevation of tract above MHW or
KW 1,9 '
m. Describe existing wastewater treatment facilities,
Z Cr5riuG Sync S e5WSr /:ZIM EWSIYW6
4y0,1Z-Z r1 F S ATE _
n.. Describe location and type of discharges to waters
of the state. (For example, surface runoff, sanitary
wastewater, industrial/commercial effluent, 'wash
down" and residential discharges.) ,
d. Soil type(s) and texture(s) of tract o. Describe existing drinking water supply source.
SERBzad K /ylANp�Q� _ i Eo�r L yvti►-fXo� F,tl - /ilasr,C y �.vn - 1:5 e --D G 4 rcx �isrc`n�
e, V e o e t a t i o n on tract 4//x -C 4-t)
f z�S L,,'Z� EAs of l/r/cIc 6�wAFVSAJSH
f. Man-made features now on tract Exlr>/NU
11oe15s 7 ge UsC ofGec ,
g, What is the CAMA Land Use Plan land
classification of the site? (Coiuur1 the ro=t lwLd uJe pran.)
Conservation
Developed
Rural
Transitional
Community
Other
How is the tract zoned by local government?
i. Is the proposed roject consistent with the applicable
zoning? t7 Yes No
(Allaoh ,ohing Pomptiancc cermr�i :ae, if apptimbte)
Has a professional
done for the tract?
If yes, by whore? _
archaoological assessment been
Yes — No
k. Is the project located iu a National Registered
Historic District or does it involve a National
Register listed or ell ible property?
Yes No
Are there wetlands on the site? Yes ._t� No
Coastal (marsh) Other __
If yes, has a delineation been conducted?
(Ana.A documc:uation, if av6LaU[)
5. ADDITIONAL rNTORIN ATION
In addition to the completed application form, the
following items must be submitted:
a A copy of the deed (with state application only) or
other ins"ment under which the applicant claims title
to the affected properties, If the applicant is not
claiming to be the owner of said property, then
forward a copy of the deed or other instrument under
which the owner claim-s title, plus written permission
from the owner to carry out the project.
An accurate, dated work plat (including plan view
and cross -sectional drawings) draws to scale in black
ink on an 8 1/2" by 11" white paper, (Refer to
Coastal Resources Commission Rule 71.0203 for a
detailed description.)
Please note that original drawings are preferred and
only high quality copies will be accepted, Blue-Iine
prints or other larger plats are acceptable only if an
adequate number of quality copies are provided by
applicant. (Contact the U.S. Army Corps of
Engineers regarding that agency's use of larger
drawings.) A site or location map is a part of plat
requirements and it must be sufficiently detailed to
guide agency personnel unfamiliar with the area to the

Form DChI-MP-1
site. Include highway or secondary road (SR)
numbers, landmarks, and the like.
• A Storm-42ter Certification, if one is necessary
• A list of the names and complete addresses of the
adjacent waterfront (riparian) landowners and
signed return receipts as proof that such owners
have received a copy of the application and plats
by certified mail, Such landowners must be advised
that they have 30 days in which to submit comments
on the proposed project to the Division of Coastal
Management. Upon signing this form, the applicant
further certifies that such notice has been provided.
Name
Address
Phone
Name
Address
Phone
Name
Address
Phone
• A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
6. CERTMCATION AND PERMISSION
TO ENTER ON LAND
I understand that any permit issued in response to this
application will allow only the development described in
the application. The project will be subject to conditions
and restrictions contained ii the permit.
I certify that to the best of my knowledge, the proposed
activity complies with the State of North Carolina's
approved Coastal Management Program and will be
conducted in a manner consistent with such program.
I certify that I am authorized to grant, and do in fact, ,
grant permission to representatives of state and federal
review agencies to enter on the aforementioned lands in
connection with evaluating information related to this
permit application and follow-up monitoring of the
project,
I further certify that the information provided in this.
application is truthful to the best of my knowledge.
'ibis is the Pf� day of G-7�2IZ ,-I.9-Z,9� 2—
Pr��lame •%a,�t/�, ODD - �i�STI�E GdN/�.SU��lN4
,Srarz.,tc,grc_2-54)g-O2,oy32SE.G. CA-42W0 Si
Qo.r, �-zzozozg� trgTe�z- oy-��-ozs
• A check for $250 made payable to the Department of
Environment, Health, and Natural Resources
(DEHNR) to cover the costs of processing the
application.
• A signed AEC hazard notice for projects in
oceanfront and inlet areas.
• A statement of compliance with the N.C.
Environmental Policy Act (N.C.G.S. 113A - I to
10) If the project involves the expenditure of public
funds or use of public lands, attach a statement
documenting compliance with the North Carolina
Enviro=r-mal Policy Act.
Atahorized Agew
Please mdicate attachments pertaining to your proposed
project.
DCM MP-2
Excavation and HI Information
DCM MP-3
Upland Development
DCM MP-4
Structures Information
DCM MP-5
Bridges and Culverts
DCM MP-6
Marina Development
NOTE: Please sign and date each attachment in the
space provided at the bottom of each form.
RevLwd U3/%

Form DCM-NIP-3
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-1. Be sure to complete all
other sections of the Joint Application that relate to this
proposed project.
a. Type and number of buildings, facilities, units or
structures proposed 25 U M At?n S iTCS W1 _
44 h tSn Wo hoxe user A5 Qrr Ge .
b. Number of lots or parcels ZS G.a- St irs
c. Density (give the number of residential units and the
units per acre) u,u LT--(. Pura Acid _
d. Size of area to be graded, filled or disturbed
including roads, ditches, etc. 3AC_ 2e5 t?;.
e. If the proposed project will disturb more than one
acre of land, the Division of Land Resources must
receive an erosion and sedimentation control plan at
least 30 days before land disturbing activity begins.
If applicable, has a sedimentation and erosion
control plan been bmitted to the Division of Land
Resources? aYes No
If yes, date submitted AP-reooey Mtt 15,7.00l-
f. List the materials (such as marl, paver stone,
asphalt, or concrete) to be used for paved surfaces.
Give the percentage of the tract within 75 feet of
MHW or NWL, or within 575 feet in the case of an
Outstanding Resource Water, to be covered by
impervious and/or built -upon surfaces, such as
pavement, buildings, rooftops, or to lie used for
vehicular driveways or parking. 257a
Projects that require a CAMA Major Development
Permit may also require a Storrnwater Certification.
Has a site development plan been submitted to the'
Divisionof Environmental Management for review?
✓ Yes No
If yes, date submitted /UL.`i 2+ .-2,rD-z-
i. Describe proposed method of sewage disposal.
2 Sir TI2-Fi4�nl1E..���-AG]�t.lT.lE'`�_dN=S [TE
W t= Krs7 i H em -C."T1 C S ySit?+vcS To 6E � t�.� t
Ott t.1L�74 .
j. Have the facilities described in Item i. above
received state or local approval? `i
(Attach apprapriaie docunwn=on)
k. Describe location and type of proposed discharges to
waters of the state (for example, surface runoff,
sanitary wastewater, industrial/commercial effluent,
"wash down" and residential discharges).
No
1. Describe proposed drinking water supply source
(e.g. well, community, public system, etc.)
m. Will water be impounded? Yes No
If yes, how many acres?
T"
If the project is a oceanfront development, when
was the lot(s) platted and recorded?�A
Revised 03195

S
J r 5TAi(
i_!M
STATE OF NORTH CAROLINA
DEPARTMENT OF T pt spORTATm
MICHAn F. EASLFY DIVISION OF HIGHWAYS LYNDO TIPPFTT
GOVERNOR SECRETARY
May 9, 2002
John A. Odom, PLS
Prestige Land Surveying, PA
501 V.B. McLean Blvd.
Cape Carteret, NC 28584
SUBJECT: Access Permit Application- Carteret County D-2202029
Attached hereto, for your files, is a copy of the Access Permit Application which has
been properly executed. The permit covers the following:
One access point on SR 1335 to serve RV Park.
APPROVED SUBJECT TO:
1) The construction of improvements in the right of way is in accordance with attached
plans and application form provisions
2) Notify the District Engineer's office in New Bern [phone] prior to beginning
and upon completion of work.
3) All workmanship and materials shall conform to NC. D.O.T. standards and
specifications.
4) The owner shall call the North Carolina One Call Center at 1-800-632-4949 and make
satisfactory arrangements to adjust any utilities in conflict with the proposed access.
5) Traffic control devices shall be in accordance with the manual on Uniform Traffic
Control Devices and amendments or supplements thereto.
6) All access points shall conform to the Policy on Street and Driveway Access to North
Carolina Highways.
7) Approval of access permit does not constitute approval of subdivision streets for
maintenance by the Department of Transportation.
DivisioN TNVO • N.O. BOX 1587 • GREENVILLE, N.G. 27835
PHONE [phone] • FAX [phone]

pagre 2 D-2202029
8) All proper pavement markings and signage snail be in place prior to utilizing the
access.
9) Contact this office to schedule an inspection after the driveway is complete.
10) Minimum entrance radius shall be 30 feet.
11) Minimum width of access shall be 30 feet.
12) An approved copy of this permit and plans shall be located on site during all times of
construction.
If we can be of further assistance, please advise. Our telephone number is (252) 514-
4716.
Sincerely',
1il'z".r
Aaron C. Everett
District Engineer
ACE/gre
Cc: C.E. Lassiter Jr., P.E. Division Engineer w/atta.
David Livingston, County Maintenance Engineer w/atta.

LOCATION OF PROPERTY: N. C. DEPARTMENT OF TRANSPORTATION
County Cq,erE,?.FT' Access to Route No. /3'' 5 STREET AND DRIVEWAY ACCESS
❑ Miles N S E W PERMIT APPLICATION
Exact Distance 2' eet ❑ ❑ CY ❑
From the Intersection of Route No. and Route NoToward �,isr�vooFy42r�
PROPERTY WILL BE USED FOR: El Special Commercial ❑ Regular Commercial ElResidenlial/Subdivision ElOther
PROPERTY Elis 1211
is not �wit�hin City Zoning Area.
PROPERTY IS LOCATED IN: ❑ Rural L1 Urban Development Classification E•
AGREEMENT
I, the undersigned property owner, request access and permission to construct driveway(s) or street(s) on public right-of-way at
the above location.
I agree to construct and maintain driveway(s) or street entrance(s) in absolute conformance with the current "Policy on Street and
Driveway Access to North Carolina Highways" as adopted by the North Carolina Department of Transportation.
I agree that no signs or objects will be placed on or over the public right-of-way.
I agree that the driveway(s) or street(s) will be constructed as shown on the sketch on (the reverse side) (the attached plans).
I agree that driveway(s) or street(s) as used in this agreement include any approach tapers, storage lanes or speed change lanes as
deemed necessary.
I agree that if any future improvements to the roadway become necessary, the portion of driveway(s) or streets) located on public
right-of-way will be considered the property of the North Carolina Department of Transportation, and I will not be entitled to
reimbursement or have any claim for present expenditures for driveway or street construction.
I agree that this permit becomes void if construction of driveway(s) or street(s) is not completed within the time specified by the
"Policy on Street and Driveway Access to North Carolina Highways".
I agree to pay an installation fee for pipe installed by the Division of Highways or pay a $50 inspection fee for installation by others,
Make checks payable to NCDOT. The inspection fee will be reimbursed if application is denied.
I agree to construct and maintain the driveway(s) or street(s) in a safe manner so as not to interfere with or endanger the public
travel.
I agree to provide during construction proper signs, signal lights, (lagers and other warning devices for the protection of traffic in
conformance with the current "Manual on Uniform Traffic Control Devices for Streets and Highways" and Amendments or
Supplements thereto. Information as to the above rules and regulations may be obtained from the Division Engineer.
I agree to indemnify and save harmless the North Carolina Department of Transportation from all damages and claims for damage
that may arise by reason of this construction.
I agree that the North Carolina Department of 'transportation will assume no responsibility for any damages that may be caused to
such facilities, within the highway right-of-way limits, in carrying out its construction.
I agree to provide a Performance Bond in the amount specified by the Division of Highways for any construction proposed on the
State Highway system,
I AGREE TO NOTIFY THE DISTRICT ENGINEER WHEN THE PROPOSED WORK BEGINS AND WHEN IT IS COMPLETED,
Pipe inspection INSTALLAT ON BY_ ( j NCOOT ( ) OTHERS
Entrance Pipe Insiallalion Satislaclory AMOUNT - y�vI
Width(s) Siiz'e� Length Costs (Yes/Not RECEIVED
S�DN a7 E {ri%&E DATE
2, 5 INSPECTION BY NCOOT
SiGNATUAE (TiTLEI DATE
PROPERTY OWNER WITNESS
NAME a Zay=T/S d1v40 a. H42ze c Gv2l,CNc/S NAME V/cK
SIGNATURE SIGNATURE A
ADORES 147B ADDRESS s!!01 hl/1A
A�$ff//V4TDry f AIC- Z 7 68 y Phone No.45Z- 975 -65"a a 2?F.5
APPLICANT }�' WITNESS
NA1E R G L.,rr�o Su�v mjej(r'4- - �/OH,cr A • 006.trf NAME 1' fCk / �� A
51ONATURE SIGNAFUR
�� B �r/�LEov va. AOOAESS `✓ ADDRESS I
Phone Nu.Z52-393-2/2a �SO
NOTE: Submit Four Conies of Application to Local District Engineer, N.C. Department of Transportation TEES 65-04

APPROVALS.
APPROVAL BY: Local Govemmenlal Aulhorily (when required)
SIGNATURE
TITLE
DATE
AFTLICATION RECEIVED BY DISTRICT ENGINEER
APPLICATION APPROVED BY Dl TRICT ENGINEER
vZ
SIGNATURE DATE
SIGNATURE
OAT
COMMENTS:
SHOW:
PROPOSED PLANS
Z. LOCATION OF DRIVEWAYS
DRAW! OR SKETCH BELOW:, OP. ATTACH
2. DETAILS OF WORK, INCLUDING PIPES
CONSTRUCTION PLANS FOR STREETS
0
3. EXISTING BUILDING, WALL, ETC,
OR DRIVEWAYS.
4, PROPOSED BUILDING, WALL, ETC.
5, HIGHWAY FEATURES
INDICATE
NORTH
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Tax Lot No
Ycrificd by
by
Melanie Arthur 2P
Carterat Countyp Rea is►ter of Deeds
HD Date 01/15/2002 Time 141l.300
OR 928577 Page 1 of 2
NORTH CAROUNA, CAFJTEnET CCUNT'Y
Carteret County Register The oart<tlald D oeruka00(Q of Notary pubwc(s� blare
oorrtaet. This kutrunmt and f1t & Cortih-
7189 41/ 15l2as02 gals are dtdyr "?9131ered at tho date and grRe a W In
$426.00 Itte 800k and Page shown on ttte titan he�.
° �t A REoa1 Eatagtte
xai se Tax es Arch , Fieplalvrai t
CJ" �ro�r�c ww+we►r oe,�
Extis¢ Tau f426,00 Recording Twit, Book and rage
Parcel Identifier No.
County on the _ day of ' 19—
Mail afisr recording t6'Wheatly, Wheady, Nobles, Weeks & Valentine, PA
This instrument was prepared by Claud R. Wheatly, M
Brief Description for the index 1491 Island Road, Harkers Island
NORTH CAROLINA GENERAL WARRANTY DEED
THIS DEED made January I5, 2002, by and between
GRANTOR
David G. Willis and wife, Milan B. WIIIla
D. Harold Gurganus a 112 undivided interest and
Ronald D. Lofds and rife, Jeannie G. Lo111s a 112 undivided
Interest
PO Box1478
Washington, NC 27889
Enter to apptopnat■ block for Ugh party: name, ad&ew, sad, ff appro?r{aao, ehsraceer of erdty, as., eo 7wil on OF parmeM*-
'9bc designation Grantor and Grantee as used hrreizl shall include said parties, their heirs, successors, and assigns, and &half include
singular, plural, masculine, fenvnine or neuter as required by context.
WfINES.SM, that the Grantor, for a valuable consideration paid by the Grantee, the receipt of which is hereby acknowledged, has and
by these presents does grant, bargain, Bell and convey unto the Grantee in fee simple, all that certain lot ar parcel of land situated in the
City of NIA, Harken Island Township, Carteret County, North Carolina and more particularly dcscnbed as faliows:
Beginning at a point is the northern right of way of SR 1335 (Islaad Road), which beginning corner is described as being the following courses
and distances from where the ceattrilnes of SR 1424 and SR 1335 would tnterstct if same were Lxtended and running from said point of
Intersection S 11-44-55 E, 2,185.49 feet to a point; thence from said point and leaving the centerline of SR 1335 1N 14-18-50 1, 30.08 feet to a
concrete ronument, the Point or Peace of Bq ttning; running thence tram said POIINT OR PLACE OF BEGINNING N 14-18-M E, 661.06 feet
to it conercie monument; thence S 72-32-05 E, 2I0.36 feet to a concrete monument; thence S 14-21-30 W, 454.16 feet to a concrete monument;
thence S 22-10-35 W and running with a fence 210.4 feet to an existing axle In the aurthern right of way of Island Road ($R 1335); running
thence with the northern tight of way of Sk 1335 N 71-33 W, 19132 feet to the POINT OR PLACE OF $LGih'NING. See map entitled,
"Survey for David G. Willis", dated April 12, 2001, prepared by Powell Surveying Company, which map Is incorporated herein by reference_
0
N. C. Bar Aswc. Fmrn No. 3 01977
Printed by Agreement with the N.C. Barr Assoc.
t003 , gpp, o PAGE

ii The property hcreinabove destadbed was acquired by Grantor by instrtunent recorded in Book 899, Page 93.
A map showing the above described property is recorded in Book 12, Page 55.
TO HAVE AND TO HOLD the aforcaaid lot or parcel of land and all privilcges and appurtenances thereto belonging to the Grantee in fee
simple.
And the Grantor covenants with the Grantee, that Grantor ie seized of tho premises in fee simple, has the right to convey the &ante in fen
simple, that title is marketable and free and clear of all encumbrances, and that Grantor will warrant and defend the title against the lawful
claims of aV persoms whomsoever except for the exceptions hereiaa8xr stated.
Title to the property hereinabove described is subject to the following exceptions:
Any rights of way, easements, conditions or restrictions of record.
Ad valorem taxes for 2002,
IN Wr NFSS WHEREOF, the Grantor has hereunto set his hand and reel, or if corporate, bas caused this instrument to be signed in its cmrponte
name by its duly authorized offtcas and its seal to be hereunto affixed by authority of Its Board of Directors, the day and year first above written.
(CvrporateNaw,) (SEAL)
David G. Willis
3y: f` /
President }
Milan B. W111i&
ATTEST:
(SEAL)
Soavtary (Corpera2c Seal)
(SEAL)
�I/r0''NOR'IitCAROLINA.Carteret County.
the undaatgncd a Notary Public of the ('.aunty and State afwcnid, certify that 11sidd Cu_21'tllli Milan A. Willim Orwtor,
,�R Z !ersatally sppeamd before me this day and acknowledged the execution of the foregoing instrun=4 Witness my hand and
y O 0 VICifd suum or seal, Leis Is day of January, 2002.
W x y
mil%�iy cotmrriuian txpirp: May 22, IApI S. Notary Public
0 4RTEO NORTH CAROLINA, Carteret County.
ty.
fi�11;Tt317Piittttii►�1, the undersigned, s Notary Public of the Cwnty and State Lfur=td, cm* that perwnalty came before me this day and
ac'Knowhcdgcd that hdshe is Secretary or, a North Carolina eorpcau cut and that by stiftHty duly given and u the act of the
corporation, the foregoing inst-mvnl wu uped In its name by its Freaiden4 sealed with its axponte sea) and auwd by
him/her u its Secretary. Wltr4as my hand and af3k-W stamp or seat, tts{s _ day of J
My cwrmduion mrp w, May 22, 2602
Notary Public
The foregoing C=fiutc(s) of
islare ccr6fkd to be earmt. This trutaument and this ccttiticatc am duly tegisla ed at the date and time wed in the Boor and Page shown on rho tint pW hereof.
By
,EEO ISTEROF DEEDS FOR COUNTY
DcputylAuistant-Pcgistcr of D=ds,
N. C. Eau Assoc. From No. J O 1977
Printed by Agreement with the N.C. Bar Assoc. PAGJ� [�E.�
ttoos 1v {{{JJJ

Sent By: MCLEAN REAL ESTA7E;
State of North Carolina
Department of Environment
and Natural Resources
Wilmington Regional Office
Division of Land Resources
Land Quality Section
Michael F. Easley. Governor
William G, Ross Jr., Secretary
Mr. Harold Gurganus
2046 Hollow Pond Road
Williamston, NC 27892
Dear Mr. Gurganus:
This office has reviewed the su
be acceptable and hereby issue this !
posted at the job site. This plan appro-
land-disturbing activity has been undl
0 !
i L� _22
252 090 2463; May-15-02 11:39AM; Page 1
�0N R
tea.
NORTH GAROLVIA 0EPAKT00EuT of
Zr4vi !:)NM6f1T AND NATURAL RE:50UnCE$
May 15, 2002
LETTER OF APPROVAL
Project Name: Cape Lookout RV Park
Project No.: GA-02204
Location: SR 1335 - Carteret County
River Basin: White Oak
Submitted by: John McLean Engineering Associates
Date Received: April 25, 2002
New Submittal
Ject sedimentation and erosion control plans. We find the plan to
.otter of Approval. The enclosed Certificate of Approval must be.
al shall expire three (3) years following the date of approval, if no
rtaken, as is required by Title 1 SA NCAC 48.0029.
Please be advised that Title 1 , of the North Carolina Administrative Code, 4B4O018(a) requires
that a copy of the approved plan be on file at the job site. Also, you shoUld consider this letter to give
the Notice required by GS 113A-61(2approved plan, Jbp last gaggi 1 rich lists approv-ai comment*
should be copied and attached to the sedimentation and erosion control plan that is maintained on site,
North Carolina's Sedimentati
protection of the natural resources
project, it is determined that the er
requirements of the Sedimentation P
5.1 thru 66), this office may require re
the Act.
1n Pollution Control Program is perormance oriented, requiring
nd adjoining properties_ If, following the commencement of this
Ision and sedimentation control plan is inadequate to meet the
illution Control Act of 1973 (North Carolina General Statute 113A-
isions to the plan and its implementation to insure compliance with
Acceptance and approval oft is plan is conditioned upon your compliance wiih federal and state
water quality laws, regulations, and rules, In particular, it wetlands are effected by this land disturbing
activity, the provisions of the Clean ater Act as mandated by the Environmental Protection Agency
must be adhered to. In addition, lac I city or county ordinances or rules may also apply to this land -
disturbing activity. This approval do s not supersede any other permit or approval.
1 (7Urdin�kl T*)riVC r.4lc'�SSitin, W IminL.jon, N.C. 2SA05-3S15 • Telzphone M-3'. 5-3_)pp •Fix 9l0 150-711iJ1
�lEt q;ial OPP011u111ty A fmialivc ActiNk employ r

:.Sent By: McLEAN REAL ESTATE;
Mr. Harold Gurganus
May 15, 2002
Page Two
252 303 2463; 11 :4uKrri;
F P.lease note that this approval i based in part on the accuracy of the information provided in the
FinancW Responsibility Form which you provided . You are requested to file an amended form if there
is any change in the information inclu ed on the form. In addition, it wouid be helpful if you notify this
office of the proposed starting date fo this project.
We look forward to working wit you on this project. If you have any questions, please contact
our office.
Sincerely,
Daniel Sams, P.E., M.E.
Regional Engineer
DESldbn
cc: Jnhn McLean; John McLean Enginee ing Associates
W iRQ-LQ5
Cardinal Privc l,tiiension, WiIn ini lWn,'N.C:. 25405-3845 0 Ydcphonc 910-195.39( 0 + Fa:: 910-35f1-2004
An Eq al Opportunity Aitimlati-! Actium Employer
-------------------------------------------------------------------y--------------;--------------------�
-Sent By: McLEAN REAL ESTATE; 252 393 2463; Ma iB-02 11:41AM• Page 314

'Ser}t By: MCLEAN REAL ESTATE;
Page 1 of 2
PROJECT NAME;
PROJECT NUMBER:
LOCATION:
RIVER BASIN:
SUBMITTED BY:
DATE RECEIVED:
252 393 2463; May-16-02 11:41AM; Page 3/4
Cape Lookout RV Park
CA-02204
SR 1335- Carteret County
White Oak
John McLean Engineering Associates
April 25, 2002
This plan approval shall expire th�ee (3) years following the date of approval, if no land disturbing activity
has been undertaken, as is requi ed by Title 15A NCAC 413,0029.
2- The developer is responsible fort e control of sediment on -site. If the approved erosion measures prove
insufficient, the developer must to e those additional steps necessary to step erosion frorn leaving this site.
Each sediment storage device mList be inspected after each storm event. Maintenance and/or clean out
is accessary anytime the device i at 50% capacity.
3. Any and all existing ditches on this project site are assumed to be left undisturbed by the proposed
development unless otherwise n ted. The removal of vegetation within any existing ditch or channel is
prohibited unless the ditch or chatinelis to be regraded with side slopes of 2 horizontal to 1 vertical or less
steep. Sank slopes may be mowed, but stripping of vegetation is considemd new earth work and is subject
to the same erosion control requirements as new ditches.
4. The developer is responsible for teining any and all permits and approvals necessary for the development
of this project prior to the commen cement of this land disturbing activity. Tiis could include agencies such
as the Division of Water Quallys, stormwater regulations, their enforcement requlrernents within Section
401 of the Cleary Water Act, the US. Army Corps of Engineers' jurisdiciion of Section 404 of the Clean
Water Act, the Division of Coastal Management's CAMA requiremen,:s, the Division of Solid Waste
Management's landfill regulation , the Environmental Protection Agency and/or The 1), S- Army Corps of
Engineers jurisdiction of the Clean Water Act, local County or Municipalities' ordinances, or others that may
be required, This approval canna supersede any other permit or approval; however, in the case of a Cease
and Desist Order from the Corp of Engineers, that Order would only apply to wetland areas. All highland
would still have to be in complia ce with the N.C. Sedimentation Pollution Control Act-
s. If any area on site Falls within the jurisdiction of Section 401 or 404 of the Clean Water Act, the developer
is responsible for compliance with the requirements of the Division of Water Quality, the Corps of Engineers
and the Environmental Protection Agency (EPA) respectively. Any erosion control measures that fall within
jurisdictional wetland area must be approved by the aforementioned agencies prior to installation or our
Section must be notified of a re ovation of the measures in question to the transition paint between the
wetlands and the highlands to as ure that the migration of sediment will not occur. If that relocation presents
a problems or corrlradicts any rE quirements of DWQ, the Corps or the UPA, it is the responsibility of the
developer to inform the Land Quality Section regional office so that an adequate contingency plan can be
made to assure sufficient erosior control remains on site- Failure to do so will be considered a violation of
this approval-
6. Any borrow material brought ont this site must be from a legally operated mine or other approved source.
A single use 170rrow site Oran ar a to waste material is only permissible i�` it is operated under total control
of the Financially Responsible person or firm who is developing this site, is located on or adjacent to this
site, and has been incorpuratedl as part of this plan.
7. This permit allows for a lanes d sturbance, as called for on the applica'Jon plan, not to exceed 3 acres.
Exceeding that acresge will be a violation of this permit and would require a revised plan and addit#anal
application fee. Any addition in impervious surface, over that already ncitsri on the approved plan, woutd
also require a revised plan to verify the appropriateness of the erosion control measures and storMWFIter
retention measures.
Sent By: McLEAN REAL ESTATE; 252 393 2463; May-16-02 11:42AM; Page 4/4

Sent Ely: McLEAN REAL ESTATE;
Page 2 of 2
Fo
252 393 2463;
May-113-02 11:42AM; Page 4/4
Because the stormwater retention ponds are shown on the plan as the primary sedimentation,and erosion
control devices on this project, it is necessary that the ponds and their coilection system be installed before
any other grading takes place or site. if that proves impractical, a revised plan must be submitted and
approved that addresses erosion and sediment control needs during the interim period until the ponds are
fully functioning,
9. A graveled construction entranC must be located at each point of access and egress available to
construction vehicles during the g ading and construction phases of this project. Access and egress from
the project site at a point without a graveled Entrance will be considered a violation of this approval- Routine
maintenance of the entrances is critical,
10. The North Carolina Sedimenta
reestablish vegetative groundcc
15 working days or 30 calendar
be planted or otherwise provide
i n Pollution Control Act mandates a shortened time frame in which to
r r. Slopes (including cuts, fills, and ditch banks) left exposed will, within
Jays (whichever is the shorter) after completion of any phase of grading,
i with groundcover sufficient to permanently restrain erosion.

State Stor nwater Management Systems
Permit No. SW8 020432
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Harold Gurganus & Roar Loftis
Cape Lookout RV Park
Carteret County
FOR THE
construction, operation and maintenance of two infiltration basins in compliance with the
provisions of 15A NCAC 2H .1000 (hereafter referred to as the "stormwater rules") and the
approved stonnwater management plans and specifications and other supporting data as attached
and on file with and approved by the Division of Water Quality and considered a part of this
permit.
This permit shall be effective from the date of issuance until July 22, 2012, and shall be subject
to the following specified conditions and limitations:
1. DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater runoff as
described on page 3 of this permit, the Project Data Sheet. The stormwater controls have
been designed to handle the runoff from 35,000 square feet of impervious area.
3. The tract will be limited to the amount of built -upon area indicated on page 3 of this
permit, and per approved plans.
4. All stormwater collection and treatment systems must be located in either dedicated
common areas or recorded easements. The final plats for the project will be recorded
showing all such required easements, in accordance with the approved plans.
The runoff from all built -upon area within the permitted drainage area of this project must
be directed into the permitted stormwater control system. A permit modification must be
submitted and approved prior to the construction of additional built -upon area from
outside of the approved drainage area.
2

State Stormwater Management Systems
Permit No. SW8 020432
DIVISION OF WATER QUALITY
PROJECT DESIGN DATA SHEET
Project Name:
Cape Lookout RV Park
Permit Number:
SW8 020432
Location:
Carteret County
Applicant:
Mr. Ron Loftis, Owner
Mailing Address:
Harold Gurganus & Ron Loftis
PO Box 522
Harkers Island, NC 28531
Application Date:
July 12, 2002
Receiving Stream/River Basin/lndex #:
White Oak / Back Sound / 21-35-(1.5)
Classification of Water Body:
"SA"
Basin 1 Basin 2
Basin, Depth, feet:
0.75 0.75
Bottom Elevation, FMSL:
8.95 8.95
Drainage Area, acres:
1.5 1.5
Total Impervious Surfaces, 112:
16,750 18,250
Offsite Area entering Pond, ft2:
none per Engineer
Required Storage Volume, ft3:
4,475 4,275
Provided Storage Volume, ft3:
4,500 4,275
Temporary Storage Elevation, FMSL:
9.7 9.7
Controlling Orifice:
n/a
Soil Type:
Sand Sand
Seasonal High Water Table:
6.25 6.25
Expected Infiltration Rate:
4" per hour 4" per hour
Time to Draw Down, days:
0.125 0.125
3

State Stormwater Management Systems
Permit No. SW8 020432
II. SCHEDULE OF COMPLIANCE
The stormwater management system shall be constructed in it's entirety, vegetated and
operational for its intended use prior to the construction of any built -upon surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of the
system will be repaired immediately.
The permittee shall at all times provide the operation and maintenance necessary to assure
the permitted stormwater system functions at optimum efficiency. The approved
Operation and Maintenance Plan must be followed in its entirety and maintenance must
occur at the scheduled intervals including, but not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
c, Mowing and revegetation of slopes and the vegetated filter.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and specifications.
f. Debris removal and unclogging of outlet structure, orifice device, now spreader,
catch basins and piping.
g. Access to the outlet structure must be available at all times.
4. Records of maintenance activities must be kept and made available upon request to
authorized personnel of DWQ. The records will indicate the date, activity, name of
person performing the work and what actions were taken.
5. Decorative spray fountains will not be allowed in the stormwater treatment system.
6. The facilities shall be constructed as shown on the approved plans. This permit shall
become voidable unless the facilities are constructed in accordance with the conditions of
this permit, the approved plans and specifications, and other supporting data.
7. 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. A modification may be required for those deviations.
8. If the stormwater system was used as an Erosion Control device, it must be restored to
design condition prior to operation as a stormwater treatment device, and prior to
occupancy of the facility.
9. The permitter shall submit to the Director and shall have received approval for revised
plans, specifications, and calculations prior to construction, for any modification to the
approved plans, including, but not limited to, those listed below:
a. Any revision to any item shown on the approved plans, including the stormwater
management measures, built -upon area, details, etc.
b. Project name change.
C. Transfer of ownership.
d. [redesign or addition to the approved amount of built -upon area or to the drainage
area.
e. Further subdivision, acquisition, or sale of the project area. The project area is
defined as all property owned by the permittee, for which Sedimentation and
Erosion Control Plan approval or a CAMA Major permit was sought.
£, Filling in, altering, or piping of any vegetative conveyance shown on the approved
plan.
4

State Stormwater Management • Systems
Permit No. SW8 020432
10. The permittee shall submit final site layout and grading plans for any permitted future
areas shown on the approved plans, prior to construction. If the proposed BUA exceeds
the amount permitted under this permit, a modification to the permit must be submitted
and approved prior to construction.
11. A copy of the approved plans and specifications shall be maintained on file by the
Pennittee for a minimum of ten years from the date of the completion of construction.
12. Prior to the sale or lease of any portion of the property, the permittee shall notify DWQ
and provide the name, mailing address and phone number of purchaser or leasee. An
access/maintenance easement to the stormwater facilities shall be granted in favor of the
permittee if access to the stormwater facilities will be restricted by the sale or lease of any
portion of the property,
13. The permittee must maintain compliance with the proposed built -upon area and ensure
that the runoff from all the built -upon is directed into the permitted system.
14. The Director may notify the permittee when the permitted site does not meet one or more
of the minimum requirements of the permit. Within the time frame specified in the notice,
the permittee shall submit a written time schedule to the Director for modifying the site to
meet minimum requirements. The permittee shall provide copies of revised plans and
certification in writing to the Director that the changes have been made.
111. GENERAL CONDITIONS
1. This permit is not transferable. In the event there is a desire for the facilities to change
ownership, or there is a name change of the Permittce, a formal permit request must be
submitted to the Division of Water Quality accompanied by an application fee,
documentation from the parties involved, and other supporting materials as may be
appropriate. The approval of this request will be considered on its merits and may or may
not be approved. Responsibility for compliance with all permit conditions remains with
the Permittee until such time as the Division approves the formal permit request.
2. Failure to abide by the conditions and limitations contained in this permit may subject the
Permittee to enforcement action by the Division of Water Quality, in accordance with
North Carolina General Statute 143-215.6A to 143-215.6C.
3. The issuance of this permit does not preclude the Permittee from complying with any and
all statutes, rules, regulations, or ordinances which may be imposed by other government
agencies (local, state, and federal) which have jurisdiction.
4. In the event that the facilities fail to perform satisfactorily, including the creation of
nuisance conditions, the Permittee shall take immediate corrective action, including those
as may be required by this Division, such as the construction of additional or replacement
stormwater management systems.
5. The permittee grants DENR Staff permission to enter the property during normal business
hours for the purpose of inspecting all components of the permitted stormwater
management facility.
6. The permit may be modified, revoked and reissued or terminated for cause. The filing of
a request for a permit modification, revocation and reissuance or termination does not
stay any permit condition.
7. Unless specified elsewhere, permanent seeding requirements for the stormwater control
must follow the guidelines established in the North Carolina Erosion and Sediment
Control Planning and Design Manual.
5

State Stormwater Management Systems
Permit No. SWS 020432
Approved plans and specifications for this project are incorporated by reference and are
enforceable parts of the permit.
9. The permittee shall notify the Division any name, ownership or mailing address changes
within 30 days.
Permit issued this the 24th day of July, 2002.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Alan W. Klimek, P.E., Director
` -W, Division of Water Quality
By Authority of the Environmental Management Commission
31

State Stormwater Management Systems
Permit No, SW& 020432
Cape Lookout RV Park
Stormwater Permit No, SW$ 020432
Carteret County
Designer's Certification
as a duly registered
in the State of North Carolina, having been authorized to
observe (periodical ly/weeklylfulI time) the construction of the project,
(Project)
for
ject 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.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification:
Signature
Registration Number
Date
SEAL
7

State Stormwater Management Systems
Permit No. SW8 020432
Certification Requirements:
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.
6. 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 overall dimensions of the system, as shown on the approved plans, are
provided.
cc: NCDENR-DWQ Regional Office
Carteret County Building inspections

Project Name: �� IC:GLt 0 /" 2-fk Location:. k 19" S JS End
DIVISION OF WATER {QUALITY
INFILTRATION SYSTEM INVESTIGATION
1. The minimum bore depth: 01
Existing ground elevation:
Proposed Bottom elevation:
Add 2' +2 +2 +2 +2
Depth: 3 3
2. The type of soil: so xaL, 1 t 7-1dann
3. The expected infiltration rate:
<IV.0-"
4. The depth .to the Seasonal High Water Table: 6 25 • M S L C4S
5. Additional comments: Stle- fS _sbl�264e IG—
I
Signature of Regional Office Personnel:
,e,�1,Ze,,-
Linda Lewis, DWQ
Permit Application No. C) 2C) 4' Z-
S:IWQSISTORMWAT1FORMSllNFINVST.FOR
Vincent Lewis, Soil Scientist
Date 5— 1 7 - Z
Zs2 3q3 22(q

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John P. McLean Engineering Associates
July 8, 2002
Ms. Noelle Lutheran
DENR - Water Quality
127 Cardinal Drive Extension
Wilmington, N.C. 28405
Re: Cape Lookout RV Park- Revised Sheet 1 of 1
Dear Ms. Lutheran
106 Manatee Street
Cape Carteret N.C. 28584
TEL [phone]
FAX [phone]
E-mail: [e-mail]
JUL 12 2002
I have revised Sheet 1 of 1 of Cape Lookout RV Park (Storm Water Management).
I have shown a "pretreatment swale" as we discussed along both infiltration basins.
The owner (Mr. Ron Loftis) is aware that vegetation is an absolute necessity and
will provide the necessary ground cover (grass) as we discussed.
Thank you for calling this morning and letting me know about your concerns.
Sincerely,
A/�
_L *
hn P. McLean, P.E.
Enclosures: Revised Plans (2 sheets)
cc: Ron Loftis, Owner
P.O. Box 522
Harkers Island, N.C. 28531
f ile:CapeLookoutRV7.8.02

John P. McLean Engineering Associates
April 23, 2002
Ms. Noelle Lutheran
DENR - Waterd Quality
127 Cardinal Drive Extension
Wilmington, N.C. 28405
106 Manatee 5treet
Cape Carteret N.C. 28584
TEL [phone]
FAX [phone]
rE-ri► il. jpmcleanpeC�tcp2.com
APR 2 5 2002 1°, s
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..—...._----------------
Re. Cape Lookout RV Park - Storm Water Management Plan
Harkers Island, Carteret County
Dear Ms. Lutheran,
�euJ
ND ►NFL
You may remember I spoke with you recently about this project in Harkers Island.
Attached hereto you will find the following items for your review.
1. Application Form signed by owner SWU-101
2. Narrative
3. Infiltration Supplement SWU-103
4. Check for $ 420.00.
5. 2 Copies of 3 Sheets of Plans
6. Land Management Group soil evaluation (3 pages)
Please advise if there are comments or questions.
Sincerely,
y
)ohn P. McLean, P.E.
Enclosures: noted
cc: Prestige Surveying, John Odom, PLS
fi1vCop&5tamTrom4.23,02

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FAX
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John P. McLean Eniineering Associates
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DATE: Numb r of Pages
TO: SIN DLL Lwe-
REFERENCE:
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51-a7 oN Nc 74
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106 Manatee Street
Cape Carteret, N.C.
Tel;252-393-2219
FAX=252-393-2463
E-mail: jpmdecnpe@fcp2.c0m
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11
Cape Lookout
Harkers Island,
NARRATIVE:
RV Park
North Carolina
April 22, 2002
Cape Lookout RV Park is a proposed development planned on SR 1335
(Harkers Island Road). The size of the tract of land is 3.12 acres. There
is an existing residence on the property which will be used as an office and
a bath house for residents. The proposed street system will be one way
traffic on a 16 foot wide right-of-way. The proposed street will be
constructed in the shape of an inverted crown. The pavement width will be
14 feet.
The tract of land is situated on the north side of SR 1335. The water course
located to the south is Back Sound, classified as SA-ORW. There is no
outlet drainage on this tract.
There will be one way traffic on the street. The street system is set at .5%
grade, with a high point located at the north quadrant point of the street,
set at + 10.5 feet. The adjoining land is higher at this point with spot
elevations exceeding +11 on Lots 11 & 12. Lots 7, 8, 9 & 10 require fill,
but less than a foot in all places.
Fill for the development is available on -site in two areas which will collect
the storm water runoff and treat it with infiltration. The street grade will
remain at .5% for the entire RV Park. Minor fill (less than a foot) will be
necessary on Lots 1 & 2, and Lots 18, 19 & 20.
The owner intends to selectively clear all lots in order to leave as many
trees as possible so the canopy can be left. The only wholesale clearing
will be for the street and the sewer system. The sewer system requires two
parcels be cleared and low pressure lines installed. Only those two land
masses will be cleared, the remaining will be left undisturbed. See map for
clearing notes.
Each infiltration basin has been sized to accept the flow of a 3 inch event.
The western basin is 30 feet wide and 190 feet long. The eastern basin is
30 feet wide and 200 feet long. The volume for storage is based on equal
flow to the basins, and each has a bottom elevation of 8.95 feet. This can
vary as required for more or less storage. The bottom elevation is 9 inches
lower than the inlet elevation. The overall storage is slightly more than
required for the 3 inch event. The bottom of the infiltration basin shall
remain with no silt, no topsoil, only native sand. It is imperative that the
bottom of each basin be left without sealing from ability to infiltrate.

At the entrance of both basins, on both ends of both basins, a temporary
sediment basin has been designed to handle 1,800 cf/acre disturbed in the
construction. The temporary basins are 25 feet square, 2 feet deep.
These temporary sediment traps will eventually be filled when construction
is complete and vegetation has been established.
The owners of the tract are
Ron Loftis
P.O. Box 522
Harkers Island, N.C. 28531
Tel: [phone]
and Harold Gurganus
2036 Hollow Pond Road
Williamston, N.C. 27892
Tel: [phone]
The approximate acreage of disturbed land will be 2.75 acres
The surveyor is:
s
The engineer is:
Prestige Surveying
c/o John Odom, PLS
501 W. B. McLean Boulevard
Cape Carteret, N.C. 28584
John P. McLean, P.E.
106 Manatee Street
Cape Carteret, N.C. 28584
Tel: [phone]
There are no wetlands being affected by clearing/construction on this
project. A topographic survey has been prepared by Prestige Surveying.
The FEMA classification for flood hazard is shown on the attached map.
ADJACENT PROPERTY:
The property on the west has been cleared and a residence has been built.
On the north and east side there are native woodlands (not cleared).
El

i
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:7
•
0

SOIL CONDITIONS:
0
The property has been evaluated by Land Management Group, Inc. (Larry
Baldwin, CPSS- A copy of his report has been included herein. Soil types
Seabrook and Mandrin-dry phase were identified in an area planned for
infiltration basin # 1 (West). Mandrin and Leon -dry phase were identified
for infiltration basin # 2 (East). The seasonal high water table was
identified as being from 35" to 55" below the surface of the ground.
Permeability has been set at 2-6 inches per hour.
DEVELOPMENT NOTES:
The owner intends to obtain Carteret County Planning Board Approval in
May. There will be no work done until DENR permits are obtained from
Land Quality and Water Quality. The Carteret County Environmental
Health Division has evaluated the land for septic permits. There will be
two large systems which collect the effluent and dispose of it through low
pressure pipe systems.
A DOT entrance permit will be obtained for access to SR 1335 across an
existing driveway to the existing residence which will be used as an office
and bath house.
Water supply for the Cape Lookout RV Park is being requested from Harkers
Island Water Corporation.
The owners plan to selectively clear for RV sites. Although clearing is
necessary for the street, the owners plan to save as may oak trees as they
can be carefully selecting sites. The septic system requires two active
sites and two repair sites. The repair sites will NOT be cleared, but left with
a canopy from existing trees as much as possible.
Excavation, Filling and Roadway construction. As much as possible, all
material to be excavated will be used in areas noted on plans to build up
adjoining lots. The owners have been extremely cautious with respect to
wholesale clearing. All work will be monitored carefully to ensure no clear
cutting is done. The construction of the infiltration basins will be monitored
to make certain no topsoil or silt is allowed to be placed in the basins. It is
imperative that sandy soil is the medium in the bottom of the basins.
4)

0
a

PLANNED SEDIMENTATION & EROSION CONTROL PRACTICES:
1, Construction Entrance
See detail on drawing. Clean washed rock will be used in the
entrance.
2. Temporary Sediment Retention Basins (4)
See details on drawing. There is at least one basin at each corner of
each infiltration basin. The Temporary Basins are to be 2 feet deep,
25 feet square.
3. Rock Check Dams
Rock check dams are provided at the four corners of the infiltration
basins as detailed on the drawings.
4. Silt Fences
A silt fence will be used to protect adjoining property. It will be
erected as shown on the drawings.
S. Driveway pipe; None. The DOT has no roadside ditch along SR 1335.
MAINTENANCE MEASURES:
The rock check dams require monitoring for sediment accumulation. If
evidence of silt is found at the check dam areas it shall be removed.
Grass is a critical measure for all sediment control. If grass is found to be
(91 ineffective, other temporary measures shall be used to control sediment.
These additional temporary measures could be more check dams or
additional silt fence. When ground cover is established, the siltation will be
controlled.
It is equally important to monitor the temporary sediment basins for
accumulation of sand/silt. When it becomes obvious that at least 200/c of
the temporary basins are filled, they will be excavated and graded to
original construction conditions.
NAME OF RECEIVING WATERS
There is no outlet from this project to adjoining wetlands, marsh, water,
streams, etc.
TEMPORARY BENCH MARK
There shall be a temporary bench mark set in each basin at the north and
south e6—d-with the elevation of +9.5 clearly marked. When this elevation
is reached, it is time to remove the sediment.
He: Cape 400kou[RVSed4.21.2002

A
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DATE: February 28, fi93T
,9iufe 19
R&Wney ,Aanc% C;fca 9"X
i�i'fmin�Ccn. ✓06 234C3
SUBJECT: Land & soils evaluation of the proposed Cape Lookout RN Park Tract (--3.0 acres)
to determine usability with infiltration stormwater treatment usage. Tract located
on the north side of Harkers Island Rd (NCSR 1335), -0.41 miles past NCSR 1424,
Harkers Island east area, Carteret County, North Carolina.
TO: Mr. Ron Loftis & Mr. Harold Gurganus Mr. John McLean, PE
Cape Lookout RN Park McLean Engineering Company
P.O. Box 1478 106 Manatee Street
Washington, NC 27889 - 1478 Cape Carteret
[phone] Swainsboro, NC 28584
cc: Mr. John Odum, Prestige Surveying [phone]
The land & soils within the proposed Cape Lookout RN Park Tract (-3.0 acres) were evaluated
to determine potential suitability for on -site stormwater treatment usage. NCDEH&NR "Stormwater
Runoff Disposal" rules and regulations (NCAC 15-2H-.1000) were used as guidelines in making
this evaluation.
The proposed project is greater than 1 acre in size, proposes >25% impervious surfaces, drains
to Class SA or ORW Waters, and is within 112 mile of class SA-ORW Waters. If the development
project is within 1/2 mile of and drains to Class SA-ORW Waters or their unclassified tributaries,
then stormwater must be treated by infiltration basins or an equivalent alternative method. The
tract has previously been determined to be geographically located within 1/2 mile of Class SA-
ORW Waters to the south, thus stormwater is to be treated through infiltration basins. This tract
has broad sandy ridgetops, that gently slope (-1-3%) to poorly drained flats.
Principle soil and site requirements for an infiltration system are: ---the infiltration system's bottom
must be 2 ft or greater from the seasonal high water table; ---must be capable of complete draw -
down within 5 days; ---the soil's hydraulic conductivity must be >0.52 inlhr (<115 min/in);
---recent fill (>1977) material is not usable. The enclosed land & soils map shows the various
land/soil types found (see map). The following are brief descriptions of these land & soil types
for stormwater infiltration usage:
The "Yellow" Areas are well to moderately well drained, deep sandy soils. These soils have an
estimated seasonal high static water table +45 to 55 inches from the surface, based upon soil
wetness indicators. Estimated permeability is <10 - 20 minlin (+3-6 inlhr) to +48" depths. Soils
may have a non-restrictive spodic horizon between +30-50" depths. These soil types should be
considered as usable for shallow placed infiltration stormwater systems with basin bottoms <2-3
ft into the present ground surface. These usable soil areas should not be significantly excavated
or altered. Soil types found are Seabrook and klandsrin-dry phase.

Page 2.
Cape Lookout RN Tract, Soils & Stormwater Usability
The "Brown" Areas are moderately well drained, deep sandy soils. These soils have an
estimated seasonal high static water table +35 to 45 inches from the surface, based upon soil
wetness indicators. Estimated permeability is <10 - 30 min/in (+2-6 in/hr) to +45" depths, Soils
may have a non-contiguous restrictive spodic horizon between +35-55" depths. These soil types
should be considered as usable for ultra -shallow placed infiltration stormwater systems with basin
bottoms <1.0 - 1.5 ft into the present ground surface and/or with sidewall berms. These usable
soil areas should not be significantly excavated or altered. Soil types found are Mandarin and
Leon -dry phase.
The "Pink" Areas are somewhat poorly to poorly drained sandy soils. These soils have an
estimated seasonal high static water table +12 to 25 inches from the surface, based upon soil
wetness indicators. Estimated permeability is <20 - 40 min/in (1.5 - 3.0 in/hr). Soils may have
a non-contiguous restrictive spodic horizon between +30-50" depths. These soil types should be
considered as unsuitable infiltration stormwater systems, unless fill and site improvements can be
constructed These natural soil areas should not be significantly excavated or altered. Soil types
found are Leon and Lynn -Haven.
The tract is relatively uniform within the respective soil groups delineated on the enclosed map.
The major variations are depths to seasonal high water table indicators and depths to non-
restrictive or restrictive spodic horizons, which are typcially non-contiguous. The better sites for
stormwater infiltration system usage are on the higher elevations above—10-10.5 ft elevations,
with marginal sites being above --9.5-10 ft elevations. Unsuitable sites are typically found at -r8.5
to <9.5 ft lower elevations. Careful planning and design should be exercised to insure gravity flow
to usable soil areas, and that usable soils are reserved for stormwater infiltration treatment in their
natural state. Otherwise, the usable soil areas could be degraded to an unsuitable status for
stormwater infiltration basins. Soil logs can be provided upon request.
,1
Larry F. Baldwin, CPSS/SC
ARCPACS #2183; NCLSS #1040

LAND & SOILS MAP OF THE PROPOSED CAPE LOOKOUT RIV PARK FOR ON -SITE STORMWATER INFILTRATION USAGE
Harkers Island East Area - Carteret County - North Carolina
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Moderately well to well drained sandy soils with an estimated seasonal high static water table +45-55' from the
present ground surface. Soils may have a non-restrictive spodic horizon between +30-50' depth. Estimated
permeability <1 0-20 min/in (>3-6 in/hr). Seabrook and Mandarin -dry phase soil types. Suitable for shallow
infiltration basins with bottoms <2-3 ft into present ground surface.
Moderately well drained sandy soils with an estimated seasonal high static water table +35-45" from the present
ground surface. Soils may have a non-contiguous restrictive spodic between +35-55' depths. Estimated
SCALE: I Inch = 60 Feet permeability <10-30 min/in (+2-6 inthr). Mandarin -dry phase and Leon-dryphase soil types. Suitable for
ultra -shallow infiltration basins with bottoms <1 - 1.5 tt into present ground surface and/or sidewall beans.
(all lines paced & approx)
FEB ARY - 2002
OW - .6
•
Somewhat poorly to poorly drained sandy soils with an estimated seasonal high static water table 12-25" from
the present ground surface. Soils may have a noncontiguous restrictive spodic between 30-50" depths, Estimated
permeability 20A0 minfin (+1,5-3 in/hr). Leon and Lynn -Haven soil types. Unsuitable for infiltration basins unless filled
Is i
Land Management Group, Inc.
0