SW8020432_COMPLIANCE_20051118

NORTH CAROLINA
Department of Environmental Qua

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO. SW '�I 2
DOC TYPE ❑CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
OMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

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
Coleen H. Sullins. Deputy Director
Division of Waiter Quality
November 18, 2005
Mr. Ron Loftis
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 November 8, 2005 to determine compliance
with Stormwater Permit Number SW8 020834 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 [phone].
Sincerely,
Gary Beecher
Environmental Technician
EBlghb: S:IWQSISTORMWATIiNSPECT1020432.Mod. Nov05
cc: Wilmington Regional Office
John McLean, P.E.
Arlyn Wall
N. C. Division of Water Quality 127 Cardinal Drive Extension [phone]
Wilmington Regional Office Wilmington, NC 28405 [phone] Fax
Customer Service
1-877-623-6748
NC7EN*4

STORMWATER COMPLIANCE INSPECTION REPORT
E
3
0
Project Name: Cape Lookout RV Park
Project Number: 020432 Control Measure:
Water Body: White Oak Classification: "SA"
Directions to site
Inspection Date
Weather Conditions:
Compliance Issues:
Harkers Island
November 8, 2005
Warm & Dry (70's)
Cape Lookout RV Park
8W 020432.mod
November 18, 2005
Infiltration Ponds
(a) The basin on the Eastern side of the project site had several inches of water in
it. The basin on the Western side was almost completely dry. The water in the
basin is probably from a 1.89" rain event that occurred on October 24, 2005.
The rain event information comes from the following website.
(www.wunderground.com)
Required Actions: (Explain each deficiency and what needs to be done to bring
the system back into compliance)
(a) The basins must be maintained on a regular schedule. The effectiveness of the
infiltration basins must also be investigated. If the basins are not infiltrating at
the correct and permitted rate, they may have to be mucked out and repaired.
(b) Another follow-up inspection will be performed in the near future, after a rain
event to determine if Moth basins are functioning correctly. Due to the distance
of this site from the Wilmington Regional Office, it is difficult for DWQ
personnel to inspect this site on a regular basis.
Inspector: Gary Beecher
Water Quality/Wilmington Regional Office: [phone]
EBlghb: S:IWQSISTORMWATIINSPECT1020432.mod. Nov05

Ac
wAr�9Qc
U `C
Mr. Ron Loftis, Owner
Post Office Box'522
Harkers Island, NC 28531
Michael F. Easley, Governor
William G. doss Jr., Secretary
North Carolina Department of r-nvironmcm and natural Resources
March 30, 2006
NOTICE OF INSPECTION:
Cape Lookout RV Park
Stormwater Project No. SW8 020432.Mod
Carteret County
Dear Mr. Loftis:
Alan W. Klirwk, P.E. Director
Division of Water Quality
Please find attached a copy of the completed form entitled "Stormwater Compliance Inspection
Report". The report summarizes the findings of a recent inspection of the project's stormwater
controls conducted on March 29, 2006 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. Please
inform this Office in writing before April 30, 2006 of the specific actions that will be undertaken
and the time frame required to correct the deficiencies. Failure to provide the requested
information, when required, may initiate enforcement action. If you have any questions please
contact me at the Wilmington Regional Office, telephone number [phone].
Sincerely,
L V 3J====
Gary Elehcher
Environmental Technician
EBlghb: S:IWOSISTORMWATIINSPECT1020432.Mod
cc: John McLean, P.E.
Danny smith (NPS Compliance & Oversight Unit)
Arlyn Wall
Flo thCarofina
r/UQfllrally
North Carolina Division of Water Quality 127 Cardinal Drive Extension Wilmington, NC 29405 Phone [phone] Customer Service
Wilmington RegionalQftsce lnteruet: wwrFngwalerUttakity.ora Fax [phone]
An Equal OpportunitylAffirmative Aclion Employer - 50% Recycledl10% Post Consumer Paper

� !w
Cape Lookout RV Park
SW 020432
March 30, 2006
STORMWATER COMPLIANCE INSPECTION REPORT
1. Project Name: Cape Lookout RV Park
Project Number: 020432 Control Measure: Infiltration Basins
Water Body: White Oak Classification: "SA"
Directions to site: Harkers Island
2. Inspection Date: March 29, 2006
Weather Conditions: warm & dry (70's)
3. Compliance Issues:
(a) At the time of this inspection both infiltration basins were dry. The inspection
follows a rain event that occurred on March 24, 2006. The slopes on the
Eastern basin need to have either sod or sown grass on them.
4. Required Actions: (Explain each deficiency and what needs to be done to bring
the system back into compliance)
(a) Continue performing routine maintenance on the basins. Lay sod or seed with
matting on the slopes of the Eastern basin. The middle of the basins do not
need to be grassed, grass may actually hinder the infiltration process.
Inspector: Gary Beecher
Water Quality/Wilmington Regional Office: [phone]
EB/ghb: S:IWQSISTORMWATIINSPECT1020432-2.Mar06
2

NC DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
0�� STATE STORM WATER INSPECTION FORM DLUCZr
NCDMR wlLIMIN
Facility: Cape Lookout RV Park
Date: March 29, 2006
Location Address: Harkers Island
COC #: SW 020432
Contact Name & Ron Loftis
Organization:
Phone [phone]
Number:
Contact Mailing PO Box 522
Address: Harkers Island, NC 28531
County: Carteret
Directions:
Highway 210150 in Surf City
Routine Compliance Inspection
RE -Inspection
Complaint Investigation
Other - Explain
A.
HIGH DENSITY STORM POND
Yes
No
Comments
1.
Pond Slopes Stable
Both Basins dry, more sod needed on Eastern
Basin
2
Site built according to permitted plans
3.
Outlet Structure OK I Trash Rack
4.
Deed Restrictions & Pond Certification
November 20, 2003
B.
LOW DENSITY STORM PROJECT
Yes
No
1.
Swales Stable & Vegetated
2.
Wetland Problems
3.
Site built according to permitted plans
4-
Deed Restrictions received
Action Taken: Notice of Inspection I Mail Date: I March 30, 2006
Additional Contacts:
John McLean
106 Manatee Street
Cape Carteret, NC
Arylan Wall
247 Mohican Trail
Wilmington, NC 28409
Eastern Basin
Western Basin

Cape Lookout RV Park
March 29, 2006
Carteret County
Eastern Infiltration Basin
Western Infiltration Basin

w A r�Rp�
7
Mr. Ron Loftis, Owner
Post Office Box 522
Harkers Island, NC 28531
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
March 21, 2006
NOTICE OF INSPECTION:
Cape Lookout RV Park
Stormwater Project No. SW8 020432.Mod
Carteret County
Dear Mr. Loftis:
Alan W. Klimek. P. E. Director
Division of Water Quality
Colleen H. Sullins, Deputy Director
Division of Water Quality
Please find attached a copy of the completed form entitled "Stormwater Compliance
Inspection Report". The report summarizes the findings of a recent inspection of the
project's stormwater controls conducted on March 17, 2006 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.
Please inform this Office in writing before April 21, 2006 of the specific actions that will
be undertaken and the time frame required to correct the deficiencies. Failure to provide
the requested information, when required, may initiate enforcement action. If you have
any questions please contact me at the Wilmington Regional Office, telephone number
[phone].
Sincerely,
Gary Cher
Environmental Technician
EB/ghb: S:IWQSISTORMWATIINSPECT1020432.Mod
CC: John McLean, P.E.
Danny Smith (NPS Compliance & Oversight Unit)
Arlyn Wall
N. C. Division of Water Quality 127 Cardinal Drive Extension [phone]
Wilmington Regional Office Wilmington, NC 28405 [phone] Fax
Customer Service
1-877.623-6748
lath
N( 6

0
Cape Lookout RV Park
SW 020432
March 21. 2006
STORMWATER COMPLIANCE INSPECTION REPORT
1. Project Name: Cape Lookout RV Park
Project Number: 020432 Control Measure: Infiltration Basins
Water Body: White Oak Classification: "SA"
Directions to site: Harkers Island
2. Inspection Date: March 17, 2006
Weather Conditions: warm & dry (60's)
3. Compliance Issues:
(a) At the time of this inspection both infiltration basins were dry. The Eastern
basin needs to be stabilized with either sown grass or sod.
4. Required Actions: (Explain each deficiency and what needs to be done to bring
the system back into compliance)
(a) Continue performing routine maintenance on the basins. Lay sod or seed with
matting on the slopes of the Eastern basin. The middle of the basins do not
need to be grassed, grass may actually hinder the infiltration process. Another
compliance inspection will be preformed in April.
Inspector: Gary Beecher
Water Quality/Wilmington Regional Office: [phone]
EBlghb: SAWQSIST0RMWATIINSPECT1020432
K

��F W A TFRQ Michael F. Easley, Governor
p (�, William G. Ross, Jr., Secretary
Notch Carolina Department of Environment and Natural Resources
6
'r Alan W, Klimek, P.E. Director
Division of Water Quality
March 15, 2006
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 past inspection of the projects stormwater
controls conducted on November 8, 2005 to determine compliance with-Stormwater Permit
Number SW8 020432.Mod issued on July 16, 2003. For unknown reasons the original report
was not mailed out.
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)
706-7215.
Sincerely,
)�Mj • 1JU.--
Gary Beecher
Environmental Technician
EBlghb: S:1WQSlSTORMWATIINSPECT1020432.Mod. Nov05
cC: John McLean, P.E
Wilmington Regional Office
Robert Caisan (Carteret Co. Planning)
Arlan Wall
North Carolina Division of Water Quality 127 Cardinal Drive Extension Phone [phone] Customer 5ervicel-877-623.674E One
Witmington Regional Office Wilmington, INC 28405-3845 FAX [phone] Internet: h2o.enr state.nc.us N UCtI]CarUllrl3
An Equal OpportunitylAffirmalive Action Employer — 50% RecycledllO% Post Consumer Paper Alatut-ally

Cape Lookout RV Park
SW 020432.rnod
March 15, 2006
STORMWATER COMPLIANCE INSPECTION REPORT
1
E
3.
4.
Project Name: Cape Lookout RV Park
Project Number: 020432 Control Measure: Infiltration Ponds
Water Body: White Oak Classification: "SA"
Directions to site: Harkers Island
Inspection Date
Weather Conditions:
November 8, 2005
Compliance Issues:
Warm & Dry (70's)
(a) The basin on the Eastern side of the project site had several inches of water in
it. The basin on the Western side was almost completely dry. The water in the
basin is probably from a 1.89" rain event that occurred on October 24, 2005.
The rain event information comes from the following website.
(www.wunderg round.com )
Required Actions: (Explain each deficiency and what needs to be done to bring
the system back into compliance)
(a) The basins must be maintained on a regular schedule. The effectiveness of the
infiltration basins must be investigated. If the basins are not infiltrating at the
correct and permitted rate, they may have to be mucked out and repaired.
(b) Another follow-up inspection will be performed in the near future, after a rain
event to determine if both basins are functioning correctly. Due to the distance
of this site from the Wilmington Regional Office, it is difficult for DWQ
personnel to inspect this site on a regular basis.
Inspector: Gary Beecher
Water Quality/Wilmington Regional Office: [phone]
EB/ghb: S:1WQSlSTORMWATIINSPECT1020432.mod. Nov05
2

rr • , ��
�OF W ATE9Q Michael F. Easley, Governor
O G William G. Ross, Jr., Secretary
v� North Carolina Department of Environment and Natural Resources
4 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 LAMA 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. I 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 Drive Extension Phone [phone] Customer Service 1 -877-623-6748
Wilmington Regional Office Wilmington, NC 28405-3a45 FAX [phone] Internet: h2o.enr.state.nc.us
An Equal Opportunity/Affirmative Action Employer — 50% Recycled110% Post Consumer Paper
One
NorthCarolina

rA
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 project's 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:1WQSiSTORMWA-RLETTERS120051020432.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 Caison, Carteret County Planning Department
Linda Lewis

, Cape L`okout RV Park
Subject: Cape Lookout RV Park
Date: Wed, 02 Jul 2003 Z 4:58:50 -0400
From: Linda Lewis <Linda.Lew [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
l of l W ;2003 3.25 W

�0F WATT, Q Michael F. Easley, Governor
O G William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
>ViQ
0 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,
Gary eecher
Environmental Technician
EBJghb: S:IWQSISTORMWAT\1NSPECTi020432.Mod. June05
CC: John Mclean, P.E
Wilmington Regional Office
Robert Caisan (Carteret Co. Planning)
Arn Wall
North Carolina Division of Water Quality 127 Cardinal Drive Extension Phone [phone] Customer Servicel-877-623-6748
Wilmington Regional Olfrce Wilmington, INC 28405-3845 FAX [phone] Intemet; h2o.enr stale.nc.us
An Equal Opportunity/Affirmative Action Employer — 50% Recycled110% Post Consumer Paper
NorthCarolina

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 both basins are
infiltrating as they were designed to do.
Inspector: Gary Beecher
Water Quality/Wilmington Regional Office: [phone]
EBlghb: S:IWQSISTORMWATIINSPECT1020432.Mod.June05

John P. McLean Engineering Associates
May 10, 2005
Ms. Linda Lewis, Engineer
DENR-DWQ
127 Cardinal Drive Extension
Wilmington, N.C. 28405
RE: SW8 970241 Modification, Carteret County
Dear Ms. Lewis,
--. - C E:;1VEI D
MAY 1 1 2005
Y:
400 Taylor Notion Road
Cape Carteret N.C. 28584
TEL [phone]
FAX [phone]
E-mail jpmcleanpeQtcp2.com
Attached to this note you will find the Designer's Certification for referenced
project.
Sincerely,
T.
doohn P. McLean, P.E.
Cc: Kevin Reed, Emerald Isle Planning Department
F P le: G"dwa I ha W QC ert 5.10.05

1NAr,�.O Michael F. Easley, Governor
Q 6 William G. Ross, Jr., Secretary
r North Carolina Department of Environment and Natural Resources
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,
Gary Beecher
Environmental Technician
EBlghb: S:IWQSISTORMWATIINSPECT1020432.Mod.June05
cc: John McLean, P.E
LW mington Regional'Office
Robert Caisan (Carteret Co. Planning)
Arlan Wall
North Carolina Division of Water Quality 127 Cardinal Drive Extension Phone [phone] Customer 5enricel-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% Recyeled110% Post Consumer Paper
Natutally
NorthCarolina

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 both basins are
infiltrating as they were designed to do.
Inspector: Gary Beecher
Water Quality/Wilmington Regional Office: [phone]
EBlghb: S:1WQSlSTORMWATIINSPECT1020432.Mod. June05

CFTF Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
t Alan W. Klimek, P.E.,Director
p Division of Water Quality
Coleen H. Sullins, Depputy Director
Division of WaterQuality
Storrnwater Inspection Sheet
Name of Site: CAPE FEAR R/V PARK
Permit #: SV'J8 020432
Date of Inspection: JUNE 7, 2005
Weather and Temp: WARM & SUNNY
Location of site: CARTERET CO.
Pond or swale Conditions: BOTH INFILTRATION BASINS HAVE BEEN BUILT, THEY APPEAR TO
BE FUNCTIONING CORRECTLY.
Trash Rack Present: tI,A Deed Restrictions) EN Certification Provided: YES
Condition of Outlet Structure: N!A
Do the plans match the site: YES
Wetlands Onsite: NO Condition: NIA
History Of Site: NO PAST INSPECTIONS
N. C. Division of Water quality 127 Cardinal Drive Extension [phone] Customer Service
Wilmington Regional Office Wilmington, NC 28405 [phone] Fax [phone]C L7EN.R

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Actual: 81 171
Precip: 0.05
Average: 82 165
Precip: 0.31
112 1
13
14
R
Actual-. 82173
Actual: 82176
Actual: 84177
Actual: 82176
Actual: 86173
Actual. 82168
Actual: 82166
Precip. 0.00
Precip: 0100
Precip: 0.00
Precip: 0,00
Precip: 0.00
Precip: 0.21
Precip: 0.01
Average: 82 165
Average: 83 166
Average: 811166
Average, 93 167
Average- 84168
Average: 83169Average:
84169
Precip: 0.06
Precip- 0.20
Precip: 0.04
Precip: 0.05
Precip: 0,13
Precip: 0.07
Precip: 0.10
_j
19-
20
01_1�,_
2.2. (13
23
24
25
Actual; 81 168
Actual: 77 162
Actual; 77 160
Actual: 81 171
Actual: 84170
Actual: 82 171
Actual: 82 170
Precip: 0.00
Precip: 0.00
Precip: 0.00
Precip: 0100
Precip; 0.00
Precip: 0.00
Precip; 0.16
Average: 134 169
Average: 85 169
Average: 85 169
Average: 84169
Average: 85170
Average: B4 168
Average: 86 168
Procip: 0.17
Precip. 0.26
Precip; 0.21Precip:Pcip�
0.11
Precip, 0144
Precip: 0.10
Precip: 0.14
26
27 V4-
28
29
30
Actual: 82 173
Actual: 84 176
Actual: 94175
Actual: 77172
Actual: 82173
Precip: 0.06
Precip: 0.00
Precip: 0.13
Precip: 1.99
Precip: 0,00
Average. 85 169Average:
84169
Average: B5 169
Average: 85169
Average. 86169
Precip: 0.32
Precip: 0.19
Precip- 0.10
Precip: 0.11
LPrecip: 0.12
IMonth Precipitation - Actual month total: Average month total: 3,95
Calendar Key
--- Data Category
�ryySunny• Mostly Sunny partly Cloudy Rain I _r Snow
Condition
Temp�
Clear Partly Sunny Sunny
High
clual: 190 58
Mostly
LTemp. o
Cloudy
Precip: 0.00 Precip. (in inches)
Daily Avg. Temp.
Hall Thunderstorms Hazy Sleet Unknown
i
Aveiage: 71153 Temps in '17
Flurries Fog denotes
[Precip 0.03 00120
chance
of
fill e:HC: TOC UNIE- 1 NWQ-GIS- I TOCALS- I \Temp\IL62OLDN. htm 10/31/2005

Printer Friendly WUI - History
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July 2005
Next Month »
Sunday
IlMonday
Tuesday IIVVednesday Thursday
Friday
Saturday
1
2
Actual: 84 { 78
Actual: B4 173
Precip_ 0.00
Precip 0.01
Average: 86171
Average: 85I68
Precip, 0.07
Precip, 0.22
3
4 6 6
7 40
8
9
Actual: 84173
Actual: 84172 Actual: 84173 Actual: 87179
Actual: 88178
Actual: 67175
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: 86I70
Average: 87169
Average: 87172
Precip 0.21
Precip: 0.14 Precip: 0.33 Precip, 0.17
H Precip: 0.13
Precip: 0.20
Precip: 0.07
10
11 12 13
14
15
16
Actual: 84170
Actual: 86173 Actual: 88179 Actual: 86172
Actual: 81173
Actual. 86173
Actual: 87180
Precip 0.00
Precip: 0.00 Precip, 0.04 Precip: 2.23
Precip 0.93
Precip 0.50
Pracip: 0.00
Average: 8B 173
Average: 88 173 Average: 87 172 Average: 87 172
Average: 87 171
Average: 87 172
Average: 87 172
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 86 180
Actual: 86 180 Actual: 87 180 Actual: 88 j 80
Actual: 86 175
Actual: 87 177
Actual: 90 175
Precip, 0.01
Precip: 0,00 Precip_ 0.00 Precip 0.02
Precip: 0.27
Precip: 0,00
Precip: 0.42
Average: 87172
Average: 87171 Average: 87171 Average: 87173
Average: 88173
Average: 87172
Average: 87173
Precip, 0.22
Precip, 0.14 Precip: 0111 Precip: 0,09
Precip: 0.20
Precip: 0.11
Precip: 0.27
24
25 26 27
28
29
30
Actual 86171
Actual: 84170 Actual: 90181 Actual: 90175
Actual: 93179
Actual: 84176
Actual: 84173
Precip 0.00
Precip: 0.00 Precip, 0.00 Precip: 0.01
Precip: 0.00
Precip: 0.81
Precip: 0.13
Average: 071172
Average: 87173 Average: 86171 Average: 86172
Average: 87172
Average: 87172
Average: 87172
Precip 0.27
Precip: 0,44 Precip 0.18 Precip: 0.18
Precip' 0.23
Precip 0,27
Procip0.25
31
Actual: 84 J 73
Precip 2.09
Average: 86 172
Precip 0.25
Month PrecFpitation - Actual month total. Average month total 6.43
Calendar Key
Sunny Mostly Sunny Partly Cloudy Rain _ i Snow
Clear Partly Sunny Sunny r
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I _
- - - �
-
I -
(Tuesday
a,saks3 t 2on5
NpYl Month
Sunday 11
Monday
Wednesday
Thursday
Friday
Saturday
1
2
3
4
5
6
Actual: 84 173
Actual:
87 171
Actual:
90 166
Actual:
89 172
Actual: 87173
Actual: 87 j 73
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: 87171
Average: 87171
Precip: 0.17
11 Precip:
0.21
Precip:
0.14
Precip:
0.32
Precip: 0.18
Precip: 0.24
7
8
9
10
11
12
13
Actual:
86 176
Actual: 84 173
Actual:
66 173
Actual:
86 176
Actual:
87 177
Actual: 90 176
Actual: 88 176
Precip:
0.00
Precip: 0.41
Precip
0.00
Precip:
0.02
Precip
0.00
Precip', 0.00
Precip: 0.00
Average:
87 171
Average: 86 f 71
Average:
86 1 72
Average:
86 173
Average:
86 172
Average: 66 171
Average: 85 170
Precip:
0.25
Precip: 0.13
Precip
0.21
Precip:
0.27
Precip
0.19
Precip: 0.16
Precip: 0.17
14
15
16
17
_u
19
20
Actual:
88176
Actual: 90179
Actual:
91178
Actual:
89176
Actual:
87177
Actual: 89175
Actual: 91180
Precip:
0.00
Precip, 0.00
Precip:
0.63
Precip:
0.03
Precip:
0.00
Precrp: 0.00
Precip: 0.10
Average:
86 171
Average: 86 171
Average:
86 172
Average:
86 171
Average:
87 171
Average: 86 170
Average: 86171
Precip:
0.13
Precip 0.24
Precip:
0.16
Precip:
0.41
Precip:
0.21
Precip: 0.44
Precip: 0.22
21
22
23
24
25
26
27
Actual:
91 181
Actual: 93 179
Actual:
87 173
Actual:
84 j 76
Actual:
84169
Actual: 84 E 73
Actual: 84 173
Precip:
0.00
Precip: 0.00
Precip:
1,20
Precip:
0,16
Precip:
0.00
Precip: 0.00
Precip: 0.11
Average:
87171
Average: 86170
Average:
86170
Average:
86169
Average:
85169
Average: 86I69
Average: 86169
Precip:
0.18 it
Precip: 0.30
Precip
0.23
Precip:
0.24
Precip
0.28
Precip' 0.16
Precip: 0.28
28
29
30
31
Actual:
86 175
Actual: 87 175
Actual:
87 � 75
Actual:
88 182
Precip
0.01
Precip, 0.00
Precip.
0.00
Precip',
0.03
Average:
861 70
Average: 86 170
Average:
86 169
Average:
85 169
Precip
0.09
Precip' 0.09
Precip
0.17
Precip,
0.12
Month Precipitation • Actual month total Average month total 6.59
Calendar Key
Data Category
Sunny
Most#ySunny
Partly
Cloudy
Rain
Snow
Condition
Clear
Partly Sunny
Sunny
-
Actual! 1� ��
High Temp.
-
Mostly
Lo Temp.
Cloudy
Precip: TOO
Precip. (in inches)
Daily Avg. Temp.
Hail
Thunderstorms ..-
Hazy
Sleet
'7
Unknown
Aveiage: 71 153
Temps in'F
Flurries
Fog
denotes
Precrp: 0.03
.-eC -30 0 30 60 00120-
chance
of
http://printer.,,vunderground.com/history/airport/KMRH/2005/8/1/MonthlyHistory.html?req city=NA&req state=NA&req sta... 10/31/2005

41
1 � +
4 1 !
JEd

INFILTRATION BASIN ANALYSIS
PROJECT NUMBER:
SW8020432-2
PROJECT NAME:
Cape Lookout RV
DRAINAGE BASIN:
WOK
RECEIVING STREAM:
Back Sound
Index No.:
Basin 2
SITE AREA 3.12 acres
2
IMPERVIOUS AREA CALCULATION
BUILDINGS
PARKING/ASPHALT
CONCRETE
OTHER
TOTAL
% IMPERVIOUS, I= 26:2"l0
ELEVATION OF SEASONAL HIGH WATER TABLE
REPORTED INFILTRATION RATE
SURFACE AREAS AND ELEVATIONS
FILENAME: G:\DATAIWPDATA\WQSNINBASINISW8020432-2.WK1
DATE: 16-JUI-03
REVIEWER: LSM
CLASS: SA
If ORW, is site within the 575' AEC?
DRAINAGE AREA: ;:;'<s,;;:;34gt, SF
Rational C
8508
Elev. (ft) Area, sq ft Inc. Volume Ace. Volume
BOTTOM 8,95 6000 0
0
0
TOP 9,7 7300 4987.5 4987.5
VOLUME I DEPTH ! DRAWDOWN CALCULATION
DESIGN STORM, INCHES
DESIGN VOLUME
TOTAL VOLUME AVAILABLE
DEPTH OF RUNOFF
TIME TO DRAWDOWN
25 YEAR 24 HOUR STORM NIA
Intensity, i = .33 inches 1 hour
Qr=CiA=
Qp through the bottom of the basin=
10 YEAR 10 MIN HIGH INTENSITY EVENT
Intensity, i = 6.3 inches! hour
Volume for 10 yr. 10 min. event =
CUBIC FEET
CUBIC FEET
FEET
HOURS MUST BE <120
0.07 CFS
0.56 CFS Must be > Or
812.09 CF < 4987.5 CIF
COMMENTS ok
Volume and drawdown are (not) within Design Requirements.

INFILTRATION BASIN ANALYSIS
FILENAME: N\8VV8C
PROJECT NUMBER: SVV8020432-2 .
DATE 10JuA03
PROJECT NAME: Cape Lookout RV
DRAINAGE BASIN: WOK
REVIEWER: LON1
RECEIVING STREAM: Back Sound.
CLASS: 8A
|ndmxNo,�
|f(]RVV. issite within the 575'AEC?
Basin
SITE AREA 3.12anres
DRA|NAGEAREA� BF
IMPERVIOUS AREA CALCULATION
Rational C
BUILDINGS
1500
PARKING/ASPHALT
9348
CONCRETE
O
OTHER
OTUU
TOTAL
Cc=
Place a ^1" here -if Rational
96IMPERVIOUS, |=
RV=.05+.009(|)=
ELEVAT|ON(}FSEA3DNALH|GHVVATERTABL£
FEETK0SL
REPORTED INFILTRATION RATE
INCHES/HOUR
or 0.000003 PPG
SURFACE AREAS AND ELEVATIONS
Bev. (t) Area, mq ft
Inc, Volume &oo. Volume
BOTTOM 875 5700
O
O
D
TOP 9.7 7308
8175 6175
VOLUME /DEPTH /ORAVVOOVVNCALCULATION
. DESIGN STORM, INCHES
DESIGN VOLUME
CUBIC FEET
TOTALVOLUk�EAVA|LABLE
CUB|CFEET
" DEPTH [)FRUNOFF
FEET
, TIME T3ORAVVOOVVN
HOURS MUST BE<12O
' 25Y£AR 24HOUR STORM NIA
Intensity, i=.33inches /hour
Or=CiA=
0.07 CFS
` Qpthrough the bottom ofthe banin=
033 CFS Must bep<],
10 YEAR 110MIN HIGH INTENSITY EVENT
' Intensity. i=6.3inches /hour
U Volume for 1Dyr. 1Omin. event =
84804 CF< 6175 CF
COMMENTS ok
Vo|unneand dnawduvvnare (mnt)within Design ReqoiremanCs.

INFILTRATION BASIN ANALYSIS
PROJECT NUMBER:-SW8020432-1
PROJECT NAME: Cape Lookout RV
DRAINAGE BASIN: WOK
RECEIVING STREAM: Back Sound
Index No.:
SITE AREA 3.12 acres
IMPERVIOUS AREA CALCULATION
BUILDINGS
PARKING/ASPHALT
CONCRETE
OTHER
SURFACE AREAS AND ELEVATIONS
FILENAME G:IDATAIWPDATA\WQSIINBASINI SW8C
DATE: 22-Jul-02
REVIEWER: NML
CLASS: SA
If ORW, is site within the 575' AEG?
DRAINAGE AREA: €s>340 SF
Rational C
9150
2615
5227
TOTAL F7775J6992
Place a "1" here if Rational
Elev. (ft) Area, sq ft Inc, Volume Acc. Volume
BOTTOM 8.95 5700 0
0
0
TOP 9.7 6700 4650 4650
VOLUME I DEPTH ! DRAWDOWN CALCULATION
DESIGN STORM, INCHES
DESIGN VOLUME
TOTAL VOLUME AVAILABLE
DEPTH OF RUNOFF
TIME TO DRAWDOWN
25 YEAR 24 HOUR STORM NIA
Intensity, i = .33 inches 1 hour
Qr=CiA=
Qp through the bottom of the basin=
10 YEAR 10 MIN HIGH INTENSITY EVENT
Intensity, i = 6.3 inches / hour
Volume for 10 yr. 10 min. event =
CUBIC FEET
CUBIC FEET
FEET
HOURS MUST BE <120
0.07 CFS
0.53 CFS Must be > .Qr
839.10 CF < 4650 CF
COMMENTS ok
Volume and drawdown are (not) within Design Requirements.