NCG020830_COMPLETE FILE - HISTORICAL_20141117

STORMWATER DIVISION CODING SHEET
NCG PERMITS
PERMIT NO.
/V CiCovO�U(X�V
DOC TYPE
L9/'HISTORICALFILE
❑ MONITORING REPORTS
DOC DATE
❑�
YYYYMMDD

NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
Mr. Allen D. Perry
Perry Coastal Properties, LLC
1399 Hwy 172
Holly Ridge, NC 28445
Dear Mr. Perry:
November 4, 2014
John E, Skvarla, III
Secretary
dz
3
NOV 17 2014
Subject: Rescission of NPDES Stormwater Permit
Certificate of Coverage Number NCG020830
Onslow County
On October 30, 2014 the Division of Energy, Mineral and Land Resources received your request to rescind
your coverage under Certificate of Coverage Number NCG020830. In accordance with your request,
Certificate of Coverage Number NCG020830 is rescinded effective immediately,
Operating a treatment facility, discharging wastewater or discharging specific types of stormwater to waters
of the State without valid coverage under an NPDES permit is against federal and state laws and could result
in fines. If something changes and your facility would again require stormwater or wastewater discharge
permit coverage, you should notify this office immediately. We will be happy to assist you in assuring the
proper permit coverage.
If the facility is in the process of being sold, you will be performing a public service if you would inform the
new or prospective owners of their potential need for NPDES permit coverage.
If you have questions about this matter, please contact us at 919-707-9200, or the Stormwater staff in our
Wilmington Regional Office [phone].
Sincerely,
ORIGINAL SIGNED 131
KEN PICKLE
for Tracy E. Davis, PE, CPM, Director
Division of Energy, Mineral and Land Resources
cc: Wilmington Regional Office
Stormwater Permitting Program
Central Files - w/attachments
Deborah Reese, DEMLR Budget — Please waive fees
Division of Energy, Mineral, and Land Resources
Energy Section - Geological Survey Section • Land Quality Section
1612 Mail Service Center, Raleigh, North Carolina 27699-1612.919-707-92001 FAX: [phone]
512 North Salisbury Street, Raleigh, North Carolina 27604 - Internet: hfp:l/portal.ncdenr.or_qlwebllrl
An Equal Cpportunity I Affirmative Action Employer — 50% Recycled 110% Post Consumer Paper

AIMIKWA
NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
Mr. Allen D. Perry
Perry Coastal Properties, LLC
1399 Hwy 172
Holly Ridge, NC 28445
Dear Mr. Perry:
November 4, 2014
John E. Skvarla, III
RECEIVg®etary
NOV 1 0 >0?a
CENTRAL FILES
NAIR SECT1ONf
Subject: Rescission of NPDES Stonnwater Permit
Certificate of Coverage Number NCG020830
Onslow County
On October 30, 2014 the Division of Energy, Mineral and Land Resources received your request to rescind
your coverage under Certificate of Coverage Number NCG020830. In accordance with your request,
Certificate of Coverage Number NCG020830 is rescinded effective immediately.
Operating a treatment facility, discharging wastewater or discharging specific types of stormwater to waters
of the State without valid coverage under an NPDES permit is against federal and state laws and could result
in fines. If something changes and your facility would again require stormwater or wastewater discharge
permit coverage, you should notify this office immediately. We will be happy to assist you in assuring the
proper permit coverage.
If the facility is in the process of being sold, you will be performing a public service if you would inform the
new or prospective owners of their potential need for NPDES permit coverage.
If you have questions about this matter, please contact us at 919-707-9200, or the Stormwater staff in our
Wilmington Regional Office [phone].
Sincerely,
for Tracy E. Davis, PE, CPM, Director
Division of Energy, Mineral and Land Resources
cc: Wilmington Regional Office
Stormwater Permitting Program
Central files - w/attachments
Deborah Reese, DEMLR Budget -- Please waive fees
Division of Energy, Mineral, and Land Resources
Energy Section • Geological Survey Section • Land Quality Section
1612 Mail Service Center, Raleigh, North Carolina 27699-1612.919-707-92001 FAX: [phone]
512 North Salisbury Street, Raleigh, North Carolina 27604 - Internet: http:/Iportal.ncdenr.or, twq ebllrl
An Equal Opportunity I Affirmative Action Employer — 50% Recycled 1 10% Post Consumer Paper

. .1111�
��'4 • � Division of Energy, Mineral & Land Resources
�f Land Quality Section/Stormwater Permitting Program
NCDENRNational Pollutant Discharge Elimination System
Np " CAR ... DEw✓rtN oI
ENVInor mM ono NV REp HCE9
RESCISSION REQUEST FORM
FOR AGENCY USE ONLY
Date Received
Year
I Month
Day
Please fill out and return this form if you no longer need to maintain your NPDES stormwater permit.
1) Enter the permit number to which this request applies:
Individual Permit (or) Certificate of Coverage
fN .,C 5^ 'N C ,6,, D 2-U 3 C�
2) Owner/Facility Information: Final correspondence will be moiled to the address noted below
Owner/Facility Name Perry Coastal Properties , LLC Borrow Site
Facility Contact - AI ten - D . Perry ,
Street Address 1399 :HWY, 172 .
City Holler Rldgp_
County 'Ons, 116w ` 41
Telephone No. :0 51:5-41 3$
State NC ZIP Code 2 A 4 4 5
E-mail Address -
Fax:
3) Reason for rescission request (This re wired information. Attach separate sheet if necessary):
7i 01
Facility closed or is closing on 17-7� O.—A§ndustrial activities have ceased such that no discharges of
stormwater are contaminated by exposure to industrial activities or materials.
❑ Facility sold to on �W . If the facility will continue operations under the new owner it
may be more appropriate to request an ownership change to reissue to permit to the new owner.
❑ Other:
4) Certification:
I, as an authorized representative, hereby request rescission of coverage under the NPDES Stormwater Permit for the
subject facility. I am familiar with the information contained in this request and to the best of my knowledge and belief
such information is true, complete and accurate.
Signature
Allen D.Perry
Print or type name of person signing above
Date
10--24-14
President
Title
Please return this completed rescission request form to: NPDES Permit Coverage RescissionEDra� c!1 r
Stormwater Permitting Program C 1 !/ tU
Service1612 Mail Center Raleigh, North Carolina27699-1612 I I�' ,3 0 2014
DENR-LAND QUALITY
1612 Mail Service Center, Raleigh, North Carolina 27699-1612 STORMINATER PERMITTING
Phone: [phone] FAX: [phone]
An Equal Opportunity L Affirmative Action Emptoyer
lo�3t�l4

A
NC®ENR
North Carolina Department of Environment and Natural Resources
Pat McCrory John E, Skvarla, III
Governor Secretary
October 2, 2014
Perry Coastal Properties, LLC
P.O. Box 605
Holly Ridge, NC 28445
Subject: COMPLIANCE EVALUATION INSPECTION
Mr. Allen D. Perry
Perry Coastal Properties
NPDES Stormwater General Permit— NCG020830
Onslow County
Dear Mr. Perry:
On October 1, 2014, Karl Hammers from the Wilmington Regional Office of the Division
of Land Resources, conducted a site inspection for the tract/project known as Perry Coastal
Properties located on Highway 172 , Onslow, North Carolina. The site visit and file review
revealed that the subject project is covered by NPDES Stormwater General Permit — NCG020000.
Accordingly, the following observations were noted during the Division of Water Quality
inspection (please see the attached addendum for information about your permit):
1) Stormwater Pollution Prevention Plan (SPPP)
A Stormwater Pollution Prevention Plan (SPPP) has been developed, recorded, and properly
implemented.
Yes ® No ❑
2) Qualitative Monitoring
Qualitative monitoring has been conducted and recorded in accordance with permit requirements.
Yes ® No ❑
3) Analytical Monitoring
Analytical monitoring has been conducted and recorded in accordance with permit requirements.
Yes ® No ❑
Division of Energy, Mineral, and Land Resources
Energy Section • Geological Survey Section • Land Quality Section
1612 Mail Service Center, Raleigh, North Carolina 27699-1612.919-707-9200 / FAX: [phone]
512 !North Salisbury Street, Raleigh, North Carolina 27604 • Internet: http:Ilportal.ncdenr.org/webllr/
An Equal Opportunity 1 Affirmative Action Employer — 50% Recycled l 10% Post Consumer Paper

Thank you for your assistance and cooperation during this inspection. Please be advised that
violations of the NPDES Stormwater General Permit may be subject to a civil penalty
assessment of up to $25,000.00 per day for each violation. If you have any questions,
comments, or need assistance with understanding any aspect of your permit, please do not
hesitate to contact me at [phone].
Sincerely,
Karl Hammers
Environmental Specialist
Land Quality Section
Addendum
Encl./Notice of Termination form
cc: WiRO — Land Quality
Water Quality Central Files

Compliance Inspection Report
Permit: NCG020830 Effective: 09119/12 Expiration: 12/31/14 Owner : Perry Coastal Properties LLC
SOC: Effective: Expiration: Facility: Perry Coastal Properties LLC
County: Onslow PO Box 126
Region: Wilmington
Topsail Beach NC 28445
Contact Person: Allen D Perry Title: Phone: [phone]
Directions to Facility:
US 17 thru Holy Ridge heading towards Jacksonville - Turn right on NC 172 - site is approx 1.5 miles from that intersection
System Classifications:
Primary ORC: Certification: Phone:
Secondary ORC(s):
On -Site Representatives):
Related Permits:
Inspection Date: 10/0112014 Entry Time: 09:30AM
Primary Inspector: Karl J Hammers
Secondary Inspector(s):
Exit Time: 10:10AM
Reason for Inspection: Routine Inspection Type
Permit Inspection Type: Mining Activities Stormwater Discharge COC
Facility Status: ® Compliant [ Not Compliant
Question Areas:
® Storm Water
(See attachment summary)
Phone:
Compliance Evaluation
Page: 1

Permit:NCG020830 owner - Facility: Perry hCoastal Properties LLC - ti
Inspection Date: 10/01/2014 Inspection Type : Compliance Evaluation Reason for Visit: Routine
Inspection Summary:
The site is in compliance and is ready for closure.
Page: 2

permit: NGG020830 Owner - Facility: Perry Coastal Properties LLC
Inspection Date: 10101/2014 Inspection Type : Compliance Evaluation Reason for Visit: Routine
Stormwater Pollution Prevention Plan
Yes No NA NE
Does the site have a Stormwater Pollution Prevention Plan?
® ❑ ❑ ❑
# Does the Plan include a General Location (USGS) map?
® ❑ ❑ ❑
# Does the Plan include a "Narrative Description of Practices"?
® ❑ ❑ ❑
# Does the Plan include a detailed site map including outfall locations and drainage areas?
® ❑ ❑ ❑
# Does the Plan include a list of significant spills occurring during the past 3 years?
❑ ❑ ❑
# Has the facility evaluated feasible alternatives to current practices?
® ❑ ❑ ❑
# Does the facility provide all necessary secondary containment?
❑ ❑ ❑
# Does the Plan include a BMP summary?
E ❑ ❑ ❑
# Does the Plan include a Spill Prevention and Response Plan (SPRP)?
® ❑ ❑ ❑
# Does the Plan include a Preventative Maintenance and Good Housekeeping Plan?
® ❑ ❑ ❑
# Does the facility provide and document Employee Training?
® ❑ ❑ ❑
# Does the Plan include a list of Responsible Party(s)?
® ❑ ❑ ❑
# Is the Plan reviewed and updated annually?
IN ❑ ❑ ❑
# Does the Plan include a Stormwater Facility Inspection Program?
® ❑ ❑ ❑
Has the Stormwater Pollution Prevention Plan been implemented?
® ❑ ❑ ❑
Comment:
Qualitative Monitoring
- Yes No NA N£
Has the facility conducted its Qualitative Monitoring semi-annuatly? ® ❑ ❑ ❑
Comment:
Analytical Monitoring Yes No NA NE
Has the facility conducted its Analytical monitoring? ❑ ❑ ® ❑
# Has the facility conducted its Analytical monitoring from Vehicle Maintenance areas? ❑ ❑ IM ❑
Comment:
Permit and Outfalls Yes No NA NE
# Is a copy of the Permit and the Certificate of Coverage available at the site? ® ❑ ❑ ❑
# Were ali outfalls observed during the inspection? ® ❑ ❑ ❑
# If the facility has representative outfall status, is it properly documented by the Division? ®❑ ❑ ❑
# Has the facility evaluated all illicit (non stormwater) discharges? ® ❑ ❑ ❑
Comment:
Page: 3

Permit: NCG020830 Owner - Facility: Perry Coastal'Properties LLC
Inspection Date: 0913012014 Inspection Type : Compliance Evaluation Reason for Visit: Routine
Stormwater Pollution Prevention Plan Yesq�NA NE
Does the site have a Stormwater Pollution Prevention Plan? 1❑ El
# Does the Plan include a General Location (USGS) map? �.❑ ❑
# Does the Plan include a "Narrative Description of Practices"? ❑ ❑
# Does the Plan include a detailed site map including outfall locations and drainage areas? ❑ ❑
# Does the Plan include a list of significant spills occurring during the past 3 years? a ❑ ❑ ❑
# Has the facility evaluated feasible alternatives to current practices? � El ❑
# Does the facility provide all necessary secondary containment? 1:P0, El ❑# Does the Plan include a BMP summary? -❑ ❑
# Does the Plan include a Spill Prevention and Response Plan (SPRP)? ❑ ❑
i
# Does the Plan include a Preventative Maintenance and Good Housekeeping Plan? t� El
# Does the facility provide and document Employee Training? ❑T ❑ ❑
# Does the Plan include a list of Responsible Party(s)? mp, ❑ ❑
# Is the Plan reviewed and updated annually? E ❑ ❑
# Does the Plan include a Stormwater Facility Inspection Program? - ❑ ❑
Has the Stormwater Pollution Prevention Plan been implemented? ❑ ❑ ❑
Comment:
Qualitative Monitoring
Yea No NA NE
Has the facility conducted its Qualitative Monitoring semi-annually? 0 ❑ ❑ ❑
Comment:
Analytical Monitoring Yea No NA NE
Has the facility conducted its Analytical monitoring? i ❑
# Has the facility conducted its Analytical monitoring from Vehicle Maintenance areas? No ❑
Comment:
Permit and Outfails YesN NA NE
# Is a copy of the Permit and the Certificate of Coverage available at the site? ❑ ❑
# Were all outfalls observed during the inspection? ❑ ❑
# If the facility has representative outfall status, is it properly documented by the Division? ❑ ❑
# Has the facility evaluated all illicit (non stormwater) discharges? :20 ❑ ❑
Comment:
Page: 3
J

Conway, Jean
From: Conway, Jean
Sent: Tuesday, October 02, 2012 12:57 PM
To: 'Sonya Edens'; Willis, Linda
Cc: Willis, Linda
Subject: RE: Perry Coastal Properties Pump O&M Plan
Sonya,
Thank you for sending the proposed 0 & M plan for the Perry Coastal Mine site. Sorry for the delayed response. Linda Willis and I
have both been out of the office and have just now gotten a chance to sit down together.
After reviewing the plan with Linda, we feel the plan is adequate to ensure protection to Stones Creek but would like to add a
condition that if the turbidity exceeds WQ Standard of 25 NTU as a result of the discharges, that DWQ be notified within 24 hours.
Also be aware that exceeding the 25 NTU turbidity standard for SA waters would then require the permittee to immediately
institute Tier 2 response actions, including monthly monitoring of all stormwater discharge outfalls to the receiving waters.
I will send an approval letter to Mr. Perry and you, as soon I receive a hard copy of the requested changes.
Let me know if there are any other concerns we can address.
Thanks, Jean
From: Sonya Edens[mailto:[e-mail]]
Sent: Thursday, September 13, 2012 4:08 PM
To: Conway, Jean; Willis, Linda
Subject: Perry Coastal Properties Pump O&M Plan
Jean / Linda —
I have put together a proposed Pump 0&M Plan for the discharge per the NPDES permit requirements. Can you please
review and let me know if this is sufficient? If so, I will be happy to provide signed copies, etc. — whatever may be
needed to make it the official plan.
I look forward to your feedback.
Thanks so much for your help.
Sonya Edens, El
RSC Engineering, PLLC
16310 US Hwy 17
Hampstead, NC 28443
910-619-1737 (mobile)
910-270-9599 (office)
910-270-9592 (fax)
Engineering. PLIC

0
NCDENR
North Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue
Governor
Mr. Allen D. Perry
Perry Coastal Properties, LLC
P.O. Box 126
Holly Ridge, NC 28445
Dear Mr. Perry:
Division of Water Quality
Charles Wakild, P.E.
Director
September 19, 2012
ee Freeman
Secretary
SEP 2 8 2012
t3Y:
Subject: General Permit No. NCG020000
Perry Coastal Properties, 1-1.0
COC NCG020830
Onslow County
In accordance with your application for a discharge pert -nit received on August 22, 2012,
we are forwarding herewith the subject certificate of coverage to discharge under the subject
state — NPDES general permit. This permit is issued pursuant to the requirements of North
Carolina General Statute 143-215.1 and the Memorandum of Agreement between North Carolina
and the US Environmental Protection Agency dated October 15, 2007 (or as subsequently
amended).
Please take notice that this certificate of coverage is not transferable except after notice to
the Division of Water Quality. The Division of Water Quality may require modification or
revocation and reissuance of the certificate of coverage.
A requirement of this permit is compliance with the Division of Land Resources'
(DLR) Mining Permit; therefore, you must Bold an approved DLR permit be ore any mining
industrial activities take place.
Please be aware that mine dewatering at your site has the potential to impact adjacent
wetlands. The specific requirements for mine dewatering at facilities near wetlands can be found
in Part III, Section E of your permit. You must have an approved Operation and Monitoring
Plan before mine dewatering discharges occur at your facility. Discharging mine dewatering
wastewater without Plan approval will be subject to enforcement action. An Operation and
Monitoring Plan for your facility must be submitted to the Wilmington Regional Office within
60 days of your receipt of this permit. Contact Linda Willis at the Wilmington Regional Office
at [phone] for more information about the approval process.
This site will discharge to a receiving stream designated as High Quality Waters
(HQW). As a result, a more strip ent 'fSS limit and wastewater discharge volume applies(per
Table 8 in the permit).. Because Stones Creek is a tidal water, a 7Q10 flow is not available.
Wetiands and Stormwater Branch
1617 Mail Service Center, Ralegh, North Carolina 27699-1617
Location: 512 N. Salisbury St. Raleigh, North Carolina 27604
Phone: [phone] FAX: [phone]
Internet: www.ncwaterquality.org
An Equal Opportunity 1 Affirmative Act= Employer
NorthCarofina
Naturally

Mr. Allen Perry
Perry Coastal Properties, ILLC—NCG020830
September 19, 2012
Therefore, a low tide flow condition was estimated from on -site observations. The
equivalent 7Q10 flow for the UT to Stones Creek at this location is estimated to be zero cfs;
therefore, mine dewatering wastewater discharge to the UT to Stones Creek should be
directed through the wetlands prior to the stream and limited to 3,600 gallons per day (gpd)
or less. This must be included in your D&M Plan, which is an enforceable part of the permit.
F k.;i
Please note that mine dewatering wastewater includes wet pit overflows caused solely
by direct rainfall and groundwater seepage for this type of mining operation. Any discharge of
this water (and any stormwater commingled with it) is subject to the effluent limitations in this
permit.
This general permit allows the discharge of stormwater and certain types of wastewater
from your facility. In your application, you specified that only mine dewatering water would be
discharged from this facility. If separate point -source discharges of stormwater occur (i.e.,
ston-nwater nol combined with mine dewatering water), you will be required to adhere to the
conditions in this permit for stormwater discharges.
This permit does not affect the legal requirements to obtain other permits which may be
required by the Division of Water Quality or permits required by the Division of Land
Resources, Coastal Area Management Act or any other federal or local governmental permit that
may be required.
If you have any questions concerning this permit, please contact Robert Patterson at
telephone number [phone], or at [e-mail].
Sincerely,
ORIGINAL SIGNED BY
BETHANY GEORGOULIAS
fbr Charles Wakild, P.E.
cc: Sonya B. Edens, El — RSC Engineering.
Linda Willis — Wilmington Regional Office
Central Files
Ashely Rodgers — NCDENR-DEMLR
Stormwater Permitting Unit Files
Page 2 of 2

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
GENERAL PERMIT NO. NCG020000
CERTIFICATE OF COVERAGE No. NCG020830
STORMWATER AND MINE DEWATERING DISCHARGES
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provision of North Carolina General Statute 143-215.1, other lawful
standards and regulations promulgated and adopted by the North Carolina Environmental
Management Commission, and the Federal Water Pollution Control Act, as amended,
Perry Coastal Properties, LLC
is hereby authorized to discharge stormwater and mine dewatering wastewater from a facility
located at
Sneads Ferry Rd. (Hwy 172)
Sneads Ferry
Onslow County _
to receiving waters designated as an UT to Stones Creek, a,class SA; HQ W water in the White
Oak River Basin, in accordance with the effluent limitations; monitoring requirements, and other
conditions set forth in Parts I, II, III, IV, V, and VI of General Permit No. NCG020000 as
attached.
This certificate of coverage shall become effective September 19, 2012.
"Phis Certificate of Coverage shall remain in effect for the duration of the General Permit.
Signed this day September 19, 2012.
ORIGINAL SIGNED BY
BETHANY GEORGOULIAS
for Charles Wakild, P.E.. Director
Division of Water Quality
By the Authority of the Environmental Management Commission

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Perry Coastal Properties, LLC
Latitude: 340 32' 46" N
Longitude: 770 28' 03" W
County: Onslow
Receiving Stream: UT to Stones Creek
Stream Index No,: 19-30-3
Stream Class: SA; HQW
Subbasin: 03-05-02 (White Oak River Basin)
s
Facility Location
1

/\ A` /`i`r
16310 US Hlohwar 11, Boostead. KC 28443
Enolneerinu, Pl[C PHONE: [phone] Fax. [phone] E-mail: [e-mail]
September 13, 2012
Ms. Linda Willis
Ms. Jean Conway
NCDENR — Surface Water Protection
127 Cardinal Drive Extension
Wilmington, NC 28405
RE: Perry Coastal Properties, LLC — Pumping 0&M Plan
RSC Project #1 1104535
The following is the proposed pumping O&M Plan for the Perry Coastal Properties, LLC
mine wastewater discharge. It shall be the responsibility of the owner/operator, Mr.
Allen Perry, to abide by the guidelines set forth in this plan.
• Dewatering shall occur via sheet flow over vegetated areas in order to reduce erosion
and minimize turbidity in the receiving wetlands
• Operator shall make regular site evaluations to ensure that the dewatering activities
are not causing erosion
• No dewatering shall occur during heavy rain events or immediately after such rain
events
• Operator shall keep a log of pumping activities that shall include at least the following
information:
o Date of discharge
o Amount of time pump running/discharging
o Pump rate
o Weather
o Site conditions
Operator shall be responsible for flow monitoring
o Daily discharge shall not exceed 3600 gpd
o Pump rate shall be determined (via bucket test or other approved method) and
noted on pumping log
Please review and let me know if there are other monitoring tasks or things that shall be
included as a part of this plan.
Thanks so much.
Sonya B. Edens, El
sonyaCc.Drsceneineerine.com
910-619-1737

Cggwq y, :2an
From: Sonya Edens [[e-mail]]
Sent: Thursday, September 13, 2012 4:08 PM
To: Conway, Jean; Willis, Linda
Subject: Perry Coastal Properties Pump O&M Plan
Attachments: Pump O&M Plan.pdf
Jean / Linda —
I have put together a proposed Pump O&M Plan for the discharge per the NPDES permit requirements. Can you please
review and let me know if this is sufficient? If so, I will be happy to provide signed copies, etc. —whatever may be
needed to make it the official plan.
I look forward to your feedback.
Thanks so much for your help.
Sonya Edens, El
RSC Engineering, PLLC
16310 US Hwy 17
Hampstead, NC 28443
910-619-1737 (mobile)
910-270-9599 (office)
910-270-9592 (fax)
holneering, RIC

16310 US hichwar 11, Namo3lead, KC 20443
E00ee1100, P[IlE PHOKE: 910.270.9599 fax: [phone] E-011: acenulneerino@chagenel
September 13, 2012
Ms. Linda Willis
Ms. Jean Conway
NCDENR —Surface Water Protection
127 Cardinal Drive Extension
Wilmington, NC 28405
RE: Perry Coastal Properties, LLC — Pumping O&M Plan
RSC Project # 1104535
The following is the proposed pumping 0&M Plan for the Perry Coastal Properties, LLC
mine wastewater discharge. It shall be the responsibility of the owner/operator, Mr.
Allen Perry, to abide by the guidelines set forth in this plan.
• Dewatering shall occur via sheet flow over vegetated areas in order to reduce erosion
and minimize turbidity in the receiving wetlands
• Operator shall make regular site evaluations to ensure that the dewatering activities
are not causing erosion
• No dewatering shall occur during heavy rain events or immediately after such rain
events
• Operator shall keep a log of pumping activities that shall include at least the following
information:
o Date of discharge
o Amount of time pump running/discharging
o Pump rate
o Weather
o Site conditions
Operator shall be responsible for flow monitoring
o Daily discharge shall not exceed 3600 gpd
o Pump rate shall be determined (via bucket test or other approved method) and
noted on pumping log
Please review and let me know if there are other monitoring tasks or things that shall be
included as a part of this plan.
Thanks so much.
Sonya B. Edens, El
sonva(@rscengineering.com
910-619-1737

IC4�
NCDENR
North Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue
Governor
Division of Water Quality
Charles Wakild, P,E.
Director
August 29, 2012
Memorandum
To: Shannon Jenkins
Division of Marine Fisheries
Shellfish Sanitation Section
P.O. Box 769
Moorhead City, NC 28557
From: Robert Patterson
Stormwater Permitting Unit
Division of Water Quality
Subject: Proposed coverage under General NPDES General Stormwater Permit:
Dee Freeman
Secretary
Perry Coastal Properties,LLC (sand mine), Onslow County (Sneads Ferry)
Ci✓G� nz.o s-3 c��
Does this NPDES Stormwater permit cover wastewater discharges? ®Yes ❑No
If discharging waste water the estimated discharge flow rate is: 3,600 gpd
The subject facility has applied to the Division of Water Quality for coverage under the General
NPDES Permit, NCG020000. Please find attached the facility's application (Notice of Intent).
Because this wastewater discharge is into waters classified SA and protected for Shellfishing, we
need your Division's concurrence before we allow coverage of this discharge under the General
NPDES Stormwater Permit. We request that you advise us as early as possible about whether your
Section concurs with issuing coverage for this facility under the General Permit,
If you have questions concerning this matter, please contact me at 919-807-6375, or at
[e-mail].
cc: Wilmington Regional Office, Linda Willis
Stormwater Permitting Unit
Central -Files
Attachments
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Localion: 512 N. Salisbury St. Raleigh, North Carolina 27604
Phone [phone] l FAX: [phone]
inlernet: vrww.ncwaterquality.org
An Equal 'If portunily I Alirmarive Action Employer
NorthCarohna
;Vaturall#

APPLICATION FOR A MINING PERMIT
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT
AND NATURAL, RESOURCES
LAND QUALITY SECTION
APPLICATION FOR A MINING PERMIT L 'lFf
(PLEASE PRINT OR TYPE)
Name of Mine, Perry Coastal Properties, LLC _ County Onslow
River Basin White River / Neuse
Latitude (decimal degrees to four places) N 34.5457
Longitude (decimal degrees to four places) W__77.4772
2. Name of Applicant* Perry Coastal Properties, LLC
3. Permanent address for receipt of official mail** PO Box 126, Holly Ridge, NC 28445
Telephone [phone] Alternate No.� )
4. Mine Office Address 1399 Hn 172, Holly Ridpe, NC 28445
Telephone [phone]
5. Mine Manager Allen D. Pegy
We hereby certify that all details contained in this Permit Application are true and correct to the best of our
knowledge. We fully understand that any willful misrepresentation of facts will be cause for permit
revocation.
***Signature Date Y / �—
Print Name Allen D. Perry
Title Mana er . C2
* This will be the name that the mining permit will be issued to and the name that must be indicated on the
reclamation bond (security that corresponds to this site.
** The Land Quality Section must be notified of any changes in the permanent address or telephone number.
*** Signature of company officer required.
G.S. 74-51 provides that the Department shall grant or deny an application for a permit within 60 days of receipt of a
complete application or, if a public hearing is held, within 30 days following the hearing and the filing of any
supplemental information required by the Department. All questions must be addressed and all required maps
provided before this application can be considered complete. Attach additional sheets as needed.

«� 16310 05 Highway 11, Hampslead, NC 28443
Engineering, Pli£ PHONE: [phone] fax: [phone] E-mail: [e-mail]
�g t_19,.2012
Stormwater and General Permits Unit
1617 Mail Service Center
Raleigh, NC 27699
RE: Proposed Perry Coastal Properties, LLC — NCG02000 NO1 Application
RSC Project # 1104535
RSC Engineering, PLLC on behalf of Perry Coastal Properties; LLC is submitting an
NCG02000 N01 application packet requesting approval to dewater and discharge from the
proposed mining process. The site is approximately 5 acres with 2.2 acres of actual
mining area, 1.84 acres of haul road, 0.15 acres of sediment basin area and some
disturbed buffer area. There are some wetlands located on the south side of the
property. These have been approved by Mr. David Bailey (copy of JD is attached) and the
project proposes to maintain 50' buffer from the wetlands.
A mining permit application (fees, maps, application, etc.) was submitted to NCDENR —
Land Quality Section late April 2012, Additional information request was received June
12, 2012. A reply submittal with additional information has been returned (August 19,
2012) to NCDENR — Land Quality Section. The additional information request took some
time to complete due to wetlands identification and obtaining the JD as requested. It
shall be noted that Perry Properties, LLC is in the process of securing mining permit
approval.
Please note the following items included with this submittal:
- NCD020000 Notice of Intent application
- $100 fee made payable to NCDENR (check:#5586)
- Copy of Onslow County map
- Copy of USGS topo map
- (2) Copies of site plan / mine map
- Copy of Notification of Jurisdictional Determination
- Line Drawing of water flow
As the application if reviewed, please feel free to contact me if there are questions or
additional information is requested.
Thanks so much.
Sonya B. Edens, El 414�L_
sonY_a_2 rscengineeri ng.co_m
910-619-1737

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id.: SAW-2012-01233 County: Onsiow U.S.G.S. Quad: Sneads Ferry
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Applicant: Perry Coastal Properties, LLC Agent: Needham Environmental, Inc.
attn.- Allen Perry attn: Tom Gulley
Address: PO Box 126 Address: 9100 Charlestowne Road, SF
Hells Ridge NC.28445 Winnabovv, NC 28479
Property description:
Size (acres) -4 Nearest "Town Sneads Ferry
Nearest Waterway Stones Creek River Basin White Oak
USGS HUC 03020302 Coordinates 34.5511843 N-77.475160 W
Location description: The Protect Area is an approximately 4 acre 12roposed sand -mine located on the west side of
Piltchers Branch Road aDviroximately 0.8 mi. northwest of its intersection with NC 172 near Sneads Ferry, Onslow
County, North Carolina. A portion of Parcel #: 759-1.11.
Indicate Which of the Following Apply:
A. Preliminary Determination
Based on preliminary information, there may be wetlands on the above described property. We strongly suggest you have
this property inspected to determine the extent of Department of the Army (DA) jurisdiction. To be considered final, a
jurisdictional determination must be verified by the Corps. This preliminary determination is not an appealable action
under the Regulatory Program Administrative Appeal Proc--ss ( Reference 33 CFR Part 331),
B. Approved Determination
_ There are Navigable Waters of the United States within the above described property subject to the permit requirements of
Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act, Unless there is a change in the law or
our published regulations, this determination may be relied upon for a period not -to exceed five years from the date of this
notification.
X There are wetlands on the above described project area subject to the permit requirements of Section 404 of the Clean
Water Act (CWA)(33 USC § 1344). Unless there is a change in the law or our published regulations, this determination
may be relied upon for a period not to exceed five years from the date of this notification.
_ We strongly suggest you have the wetlands on your property delineated. Due to the size of your property and/or our
present workload, the Corps may not be able to accomplish this wetland delineation in a timely manner. For a more timely
delineation, you may wish to obtain a consultant. To be considered final, any delineation must be verified by the Corps.
X The wetlands on your project area have been delineated and the delineation has been verified by the Corps. We
strongly suggest you have this delineation surveyed. Upon completion, this survey should be reviewed and verified by the
Corps. Once verified, this survey will provide an accurate depiction of all areas subject to CWA jurisdiction on your
property which, provided there is no change in the law or our published regulations, may be relied upon for a period not to
exceed five years.
_ The waters of the U.S. including wetlands have been delineated and surveyed and are accurately depicted on the plat
signed by the Corps Regulatory Official identified below on _. Unless there is a change in the law or our published
regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification.
_ There are no waters of the U.S., to include wetlands, present on the above described project area which are subject to the
permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our
published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
X The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act
(LAMA). You should contact the Division of Coastal Management in Wilmington, NC, at [phone] to determine
their requirements.
Page I of 2

Piacement of dredged or fill material within waters of the US and/or wetlands without a Department of the Army permit may
constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). If you have any questions regarding this
determination and/or the Corps regulatory program, please contact Mr. David E. Bailey at (9101251-4469 /
])avid.(. Bailey2(a-) usace.ar_m�.mi1.
C. Basis For Determination
The site exhibits wet}and criteria as defined in the 1987 Corps Wetland Delineation Manual. The wetlands on site abut
Stones Creek, a Relatively Permanent Water that becomes a Traditionally Navigable Water. This determination is
based on a field verification by David E. Bailey of the U.S. Army Corps of Engineers on 7/25/2012.
D. Remarks
The wetland line within the Proiect Area —delineated by Tom Gulley (Needham Environmental, Inc.) and approved with
changes in the field by David E. Bailey (USACE), is approximated on the attached sketch entitled "Wetland Delineation
Sketch with 2010 Aerial Photo & 2' Contour Lines", dated August 2012.
E. Attention USDA Program Participants
This del ineation/determination has been conducted to identify the limits of Corps' Clean Water Act jurisdiction for the
particular site identified in this request. The deiineation/determination may not be valid for the wetland conservation
provisions of the Food Security Act of 1985. If you or your tenant are USDA Program participants, or anticipate participation
in USDA programs, you should request a certified wetland determination from the local office of the Natural Resources
Conservation Service, prior to starting work.
F. Appeals Information (This information applies only to approved jurisdictional determinations as indicated in
S. above)
This correspondence constitutes an approved jurisdictional determination for the above described site, Ifyou object to this
determination, you may request an administrative appeal under Corps regulations at 33 CFR part 331. Enclosed you will find a
Notification of Appeal Process (NAP) fact sheet and request fur appeal (RFA) form. If you request to appeal this
determination you must submit a completed RFA form to the following address:
US Army Corps of Engineers
South Atlantic Division
Ann: Jason Steele, Review Officer
60 Forsyth Street SW, Room l OM 15
Atlanta, Georgia 30303-8801
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for
appeal under 33 CFR part 331.5, and that it has been received by the District Office within 60 days of the date of the NAP.
Should you decide to submit an RFA form, it must be received at the above address by October 2, 2012.
**It is not necessary -to submit an RFA form to the District Office-3iyott"do n6t ot5jecf"to tiie detertniriation in fFiis -
correspondence."
Corps Regulatory Official:
Date August 3, 2012 Expiration Date August 3, 2017
Copy furnished:
Joanne Steenhuis, NCDENR-DWQ; 127 Cardinal Drive Extension, Wilmington, NC 28405

Applicant: Perry Coastal Properties, LLC File Number: SAW-2012-01233 I Date: August 3, 2012
Attached is: See Section below
INITIAL PROFFERED PERMIT (Standard Permit or Letter ofpermission) A
PROFFERED PERMIT (Standard Permit or Letter ofpermission) B
PERMIT DENIAL C
APPROVED JURISDICTIONAL DETERMINATION p
PRELIMINARY JURISDICTIONAL DETERMINATION E
EE�]
SECTION I - The following identifies your rights`a'd options r_egardirig an administrative appeal of the above decision.
Additional information may be found at ham://ww_ w.usace.army-mil/ih6t/functions/cw/cecwo/rep or
Carps regulations'at 33 CFR Part 331.
A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.
e ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terns and conditions, and approved jurisdictional determinations associated with the
permit.
OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request
that the permit be modified accordingly. You must complete Section 11 of this form and return the form to the district
engineer. Your objections must be received by the district engineer within 60 days of the date of this notice, or you will
forfeit your right to appeal the permit in the future. Upon receipt of your letter, the district engineer will evaluate your
objections and may: (a) modify the permit to address all of your concerns, (b) modify the permit to address some of your
objections, or (c) not modify the permit having determined that the permit should be issued as previously written. After
evaluating your objections, the district engineer will send you a proffered permit for your reconsideration, as indicated in
Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
• APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein,
you may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section lI of
this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days
of the date of this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by
completing Section II of this form and sending the form to the division engineer, This form must be received by the division
engineer within 60 days of the date of this notice.
D: APPROVED JURISDICTIONAL DETER.M NATION: You may accept or appeal the approved JD or provide new
information.
o ACCEPT: You do not need to notify the Corps to accept ari approved JD. Failure to notify the Corps within 60 days of the
date of this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
a APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers
Administrative Appeal Process by completing Section 11 of this form and sending the form to the district engineer. This form
must be received by the division engineer within 60 days of the date of this notice.

E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps regarding the
preliminaryJD. The Preliminary JD is not appealable. If you wish, you may request an approved JD (which maybe appealed),
by contacting the Corps district for further instruction. Also you may provide new information for further consideration by the
Corps to reevaluate the JD.
SECTION II = RE UEST.,FOR APPEAL or.OB.:.:.,., ' .. JECTIONS TO AN INITIAL PROFFERED PERMIT .
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to an initial
proffered permit in clear concise statements. You may attach additional. information to this form to clarify where your reasons or
objections are addressed in the administrative record.)
ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps memorandum for the
record of the appeal conference or meeting, and any supplemental information that the review officer has determined is needed to
clarify the administrative record. Neither the appellant nor the Corps may add new information or analyses to the record.
However, you may provide additional information to clarify the location of information that is already in the administrative
record.
POINT OF CONTACT FOR QUESTIONS OR INFORMATION:
If you have questions regarding this decision and/or the
If you only have questions regarding the appeal process you may
appeal process you may contact:
also contact:
District Engineer, Wilmington Regulatory Division,
Mr. Jason Steele, Administrative Appeal Review Officer
attn: David E. Bailey, Regulatory Specialist
CESAD-PDO
Wilmington Regulatory Field Office
U-S. Army Corps of Engineers, South Atlantic Division
69 Darlington Avenue
60 Forsyth Street, Room 1 OM 15
Wilmington, North Carolina 28403
Atlanta, Georgia 30303-8801
Phone: [phone]
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government
consultants, to conduct investigations of the project site during the course of the appeal process. You wili be provided a 15 day
notice of any site investi ation, and will have the opportunity to participate in all site investi ations.
Date; Telephone number:
Signature of appellant or agent.
For appeals on Initial Proffered Permits send this form to:
District Engineer, Wilmington Regulatory Division, atta: David E. Bailey, Regulatory Specialist, 69 Darlington
Avenue, Wilmington, North Carolina 28403
For Permit denials, Proffered Permits and approved Jurisdictional Determinations send this form to.
Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Attn: Mr. Jason Steele,
Administrative Appeal Officer, CESAD-PDO, 60 Forsyth Street, Room 10M15, Atlanta, Georgia 30303-8801
Phone: [phone]

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Print this form to PDF Return PDF of this form to DLR CO by email, cc DLR RO, DWQ SPU. Send a copy to the permittee.
` MINING PERMIT APPLICATION REVIEW FORM
for the
DIVISION OF WATER QUALITY
0SLOB :IMai14RgIMIUuABIRN
Project Name: Per- Coastal Properties, LLC Mine DLR Permit #: app #: 67-76 County: Onslow
Applicant's Email: Sonya Edens, consultant: sonya-_rscengineerin_ .com
Applicant's Mailing Address: PO Box 605, Holly Ridge, NC 28445 Mine Physical Address:_
Office address: 1399 Hwy 172, Holly Ride NC 28445
YES NO Date Commencing
Is this mine a new mine? I✓ . r
Have land disturbing activities
started? Date? F
under single source exemption to Mining Act_
Latitude:34.54592 Longitude:-77.46814
Please return comments to (at DLR CO): Ashley Rodgers
Comments due by: 618112
SECTION BELOW TO BE FILLED OUT BY DWQ:
currently permitted as E&SC plan
Is the RO concerned that the operation, as proposed, would violate standards of water quality? "k teulr15
�j
Comments: ► � 3 Ae.WLtkr r1G i5 ro+ C.A9 iv'fe . 0I.rPP'l0--eck
Waters hedlStream Name &Classification: .,ne-s �.re
DWQ Compliance Status of Mine:(- , ,c,�,n+ yrs��ry�
Does this mine (or previous owner)) have DWQ back fees to pay? ; l J" If yes, amount:
Is this mine an active permit in BIMS? PAD
YES NO
NPDES permit required?
r
NPDES permit existing?
r - (Permit # )
If an NPDES permit is not required, is DWQ
si Ie \ke �S
still concerned about wetland degradation
i ri, ej S pro r m i '
r
by dewatering?Jahne
Should ermittee contact DWQ RO
p
`
immediately? (e.g. to schedule a site visit if
F RO Contact Name:dw
mine has already begun digging or is
Contact Reason: "W"
dewatering without DWQ permit)
401 Wetland Cert. required?
r LJ/V
F.
401 Wetland Cert. existing?
Permit #: , f, C..i�0 37
F.
Ray Rantamhar 7nin

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Does DWQ RO have enough information to
determine if a 401 certification is required?
PA%, goMomhor ?nl(1

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YES NO
Are wetlands disturbed at this site?
F_ K,
i
Does DWQ RO suspect or know of nearby
9n55 tb
r
wetlands to the site?
is a wetland delineation required prior to
t�­ Consultant ltn
Ja
DWQ issuingthe permit?
p
r Onsite .
.
r Offsite?
Stream Determination Needed?
r
Stream Determination Completed?
Does DWQ RO need a statement that no
wetlandsistreams are disturbed
F .
(;
for this project from applicant?
Buffer Determination Needed?
r
j4
, L
Buffer Determination Completed?
Recycle system permit existing?*
r - Permit #
New Recycle System permit required?*
r-
Enough information to determine?
Non -discharge permit existing?*
r Permit #
Does this applicant need to contact the
regional of Central DWQ Office to
X.
(—
determine if a State Stormwater Permit is
needed?
YK-Unknown.
Will wastewaters discharge to HQW waters
�-
i 7Q10
Permittee
with a 7Q10=0? **
Flow:
must
determine.
Has Violation
r - O&M Requirements
r - HQW17Q10 Concerns
Does DWQ require DLR to hold the permit
r - Pay back fees or renew
(e.g. so DWQ can review it further or
DWQ permit
r Other.
F-
because DWQ requires more information)?
Please describe the reason to
hold the permit:
RO contact:
Hold Until:
) L&YiT• '
Mine must wait to dewater until an O&M plan is
r
approved?
'The NPDES SW and WW permit NCG020000 covers closed -loop_ recycle systems, designed to exclude all stormwater run-off from
the system and operate at or below two -feet of freeboard. These systems maybe permitted by a Non -discharge Recycle System
Permit from the Aquifer Protection Section (APS), OR may instead be permitted under NCG020000 to eliminate an additional permit.
Pp,, gPnfPmhPr 7f)10

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kecycle.systems that do not meet those criteria are considered dischaming systems, and are subject to the NCG020000 discharge
permit.
**To obtain 7Q10 Rows, permittees must contact the DWQ StormwaterPennitting Unit. If DWQ does not have a flow estimate for a
specific stream, permittees will be asked to obtain one. Permittees should contact J. Curtis Weaver at the USGS: 919-571-4043, for
more information on obtaining a 7Q10 flow. USGS will not determine a 7Q10 Row for tidally influenced water bodies.
*** If there is not enough information to -give a complete answer, write in the space provided what you will need to_ answer this question
comoletely. If you require DLR to hold the permit until further notice, indicate that in the question below,
Reviewed bv: 'se-ayl CoYl.wr
DWQ RO Surface Water: Re4onal Office: _�� Date:Y�o
RO Aquifer Protection Section: Regional Office: Date:
SPU DWQ Central Office Reviewer (if applicable):
Ray Rantomhar gnin

North Carolina Department of Environment and Natural Resources
Land Quality Section: 127 Cardinal Drive Extension, Wilmington, NC 28405 [phone]
Onslow
Perry Coastal Properties
Cape Fear
County:
Project:
River basin:
Perry Coastal Properties, LLC
201 l-! 10
Person financial) responsible:
Project #
Address:
Attn: Allen Perry P.O. Box 126 Holly Ridge, NC 28445
1, Project location:
I NC Highway 172
Pictures: Yes: r No: r Prints: r Slides: r Video: r
Digital: r
Sunny, workable
2. Weather and soil conditions:
Initial inspection: Yes: r No: r
3. Is site currently under notice of violation? Yes: r No: r
4. Is the site in compliance with S.P.C.A. and rules? Yes: r%' No: r If no, check violations below:
5. Violations:
r a. No approved plan, G.S. 113A-57 (4) and 15A N.C.A.C413.0107(c)
r g. Inadequate buffer zone, G.S. 113A-57(I)
r b. Failure to follow approved plan, G.S. 1 13A-57 (5)
r h. Graded slopes and fills too steep,
G.S. f 13A-57(2) or 15A N.C.A.C. 413.0124(d)
r c. Failure to submit revised plan, G.S. 113A-54.1(b) and
r i. Unprotected exposed slopes, G.S. 113A-57(2)
15A N.C.A.C. 413.0118(a)
r d. Failure to provide adequate groundcover, G.S. t 13A-57(3) and
r j. Failure to maintain erosion control measures,
15A N.C.A.C. 4I3,0007(b) or 15A N.C.A.C. 413.0124(e)
15A N.C.A.C. 413.0113
r C. Insufficient measures to retain sediment on site, G.S. l 13A-57(3)
r k. Failure to self -inspect G.S. 113A-54.1(c) and
15A N.C.A.C. 414.0131
r f. Failure to take all reasonable measures, 15A N.C.A.C.4130105
r I.Other (describe)
6. Has sedimentation damage occurred since last inspection? Yes: r
if yes, where? (check all that apply) No: Fvo
Lake/natural watercourse on the tract: r Lake/natural watercourse off the tract: r Other property: r
Description:
Degree of damage: slight: r moderate : r severe: r
7. Contact made with (name): Allen Perry Owner
'litle:
Inspection report given: r or sent: W to person financially responsible. Dategiven/sent: r 311112
8. Potential NPDES Permit Violation? Yes: r No: ry Describe:
9. Corrective actions needed:
None
10. Comments: I The site is in compliance.
Please contact me at 910-796-7372 if you have any questions regarding this report
Karl 1 I arnmers
Report by: Others present:
� 9/12 12:25
Date of inspection: Time arriving an site: Time leaving site:
cc
TGH Revised 4/29/201 1 Page 1 of I

n;`�•rrli6ra tiwl there are no delinquent ad %akrcem tase<. of tither taxes mhieh the
utr [:utwtti' Tas Culledor is charged with coltemin& that are a lien on:
Vie! tdentifkalitin Number:
p �3• ,t a errtitivation+ that this t3ayln�r C ousyt� 1'nrr<t idenlilttat�e�o u txr
rlinihin deed des&Aption.
its deed presented to
owilti - Co Tax office
3d 2Clerk
Tax: _ n
E1 11010111101al
floc rdD r60570005 Type: CRP
Recorded: S2130/2005 at 12:33:59 PM
Fee AMV $26.00 Page t of 5
Excise Tax: $D.00
Onslow Count, NC
Mildred n Thomas ReAister of Deeds
sK2579 po9Q9-913
NORTH CAROLINA GENERAL WARRANTY DEED
s •.
".'Parcel identifier No. Verified by County on the day of , 20_
By: 759 11 11, L
�K
Mail/Box to: Grantee
r This instrument was prepared by: I. Allan From, Esquire (without title certification)
Brief description for the Index:
THIS DEED made this 19th day of December , 2oO5 , by and between
GRANTOR
Janie D. Perry, a 82.80% undivided interest
[,
Allen D. Perry, a 4,301 undivided interest
Robin P. Bennett, a 4.30% undivided interest
Michael D. Perry, a 4,30% undivided interest
James Allen Perry, a 4.30% undivided interest
All Grantors are unmarried
GRANTEE
Perry Coastal Properties, LLC
P. 0. Box 605
Hampstead, NC 28443
Attention: Allen Perry
Enter in appropriate block for each party: name, address, and, if appropriate, character of entity, e.g. corporation or partnership.
The designation Grantor and Grantee as used herein shall include said parties, their heirs, successors, and assigns, and skull include
singular, plural, masculine, feminine or neuter as required by context.
WITNESSFFH, 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, sell and convey unto the Grantee in fee simple, all that certain lot or parcel of land situated in
the City of I Township. On 1 ow County,
North Carolina and more particularly described as follows:
SEE ATTACHED EXHIBIT "A"
Book 2400, Page 889
The property hereinabove described was acquired by Grantor by instrument recorded in Book 2400 page 893 and
A map showing the above described property is recorded in Plat Book 34 B page 240— 2UL g . 848
NC Bar Association Form No. 3 0 1976, Revised C 1977, 2002 + .lames Wiltiams & Co„ inc.
Printed by Agreement with the NC Bar Association - 1981 www.JamesWilliams.com
Book 2579, Paae 909. File Number

MAW
w 12L P
1 - S 11 N
t
fl
Yv:
-I-T-O- �f

Print this form to PDF Return PDF of this form to DLR CO by email. cc DLR RO, DWO SPU. Send a copy to the permittee.
Does DWG R� have erio gh=in#om " . c:
.
,,.-v, ^ :
RM
��4�.
.. ' "� "
tletermme:I#,a,40;1:icerti#rca#ion�ls required._µ
4_
1.
prf
i
Rav Ranlamhar ?nin

Print this form to PDF Return PDF of this form to DLR CO by email. cc DLR RO, DWQ SPU. Send a copy to the permittee.
MINING PERMIT APPLICATION REVIEW FORM
forthe
DIVISION OF WATER QUALITY
IN;
Project Name: Perry Coastal Properties, LLC Mine DLR Permit #: app #: 67-76 County: Onslow
Applicant's Email: Sonya Edens, consultant:_ sonya@rscen_qineerinq.com
Applicant's Mailing Address: PO Box 605, Holly Ridge, NC 28445 Mine Physical Address:_
Office address: 1399 Hwy 172, Holly Ride NC 28445
YES NO Date Commencing
Is this mine a new mine?
Have land disturbing activities
started? Date? l✓ r currently permitted as E&SC plan
under single source exemption to Mining Act_
Latitude:34.54592 Longitude:-77.46814
Please return comments to (at DLR CO): Ashley Rodgers
Comments due by: 6/8/12
SECTION BELOW TO BE FILLED OUT BY DWQ:
Is the RO concerned that the operation, as proposed, would violate standards of water quality?
Comments:
Watershed/Stream Name & Classification:
DWQ Compliance Status of Mine:
Does this mine (or previous owner) have DWQ back fees to pay? If yes, amount:
Is this mine an active permit in BIMS?
YES NO
:ii 1 !• FJ4^r �' WY '. i 1
,�NP�ES permit required? ;� .:
i'
r
, -
I� , r4:I k `i
vt
NPDES permit existing?
r' (Permit # }
FIX—
It,S'i lPDES}permit,is not,requllred;•is.DWQ
,1''I �{ bf B#�'�[flJ�l �? i'
P' it
a
Pn �` '
--•.s -. ,[� fir: ,
r. r _"� n- fl 4 I��l� •. r
. still concerned about wetland degrnadation >,
b n
dewaterlx
r
'
Should permittee contact DWQ RO
immediately? if
,�/
��
(e.g. to schedule a site visit
RO Contact Name:
l—
mine has already begun digging or is
Contact Reason:
dewatering without DWQ permit)
r
.�} �
4. CrequEred?
_ r _ s
r;10t;Wetnx `
fi j•
•.d: .eN{.rt� i 'f1 1. J I �w Jarvt. ..�f';,. F�'F�
p
i- :..r, .. »--rea.t� »" +. .l .i<. 2{s[F Gum... r b •
4..
. }_ Y :E G. ..c�4.
401 Wetland Cert. existing?
r Permit #
r
Rav gantamhar �Pnln

Print this form to POF Return PDF of, this.form to OLR CO by email. -cc DLR RO, DWQ SPLl. Send a copy to the permittee.
YES NO
Are wetlands disturbed aiihis site?j,,r
>
,
r
Does DWQ RO suspect or know of nearby
-
r
wetlands to the site?
t, J ©..
s a -wetland delineation required prior to -
;
r Consultant
DWO issuing the;pertnit�
0
y .1 -
t OIII t
ffsite?
1
Stream Determination Needed?
it
rE
StreamyDeterminatlor"Completed?''
r ''
r�
Does DWQ RO need a statement that no
wetlands/streams are disturbed
for this project from applicant?
Buffer Determination Needed?
r ,
f `E
Buffer Determination Completed?
r
I-
r.
Recycle: system permit existin �*
g
i•" rmit #
Pe .
r
New Recycle System permit required?"
r
r-
Enough information to determine?
i
Non -discharge permit existing , ,
-,,
�p ermE#
Does this applicant need to contact the
regional of Central DWQ Office to
17`
r,
determine if a State Stormwater Permit is
needed? ;
r Unknown.
Will wastewaters discharge to HOW waters
-
1- ,7Q10
Permittee
with a 7010=0? **
Flow:
must
determine.
m
f Has Violation
'N w
z _
1 O&M equirements
r HQW%7Q10�Concerns
> (I t •`
Does DWO requlre DLR to hold the permit
17 renew
Pay back fees or,
(e.g: so ©WO can';re�4s v it�further,"or .rn ^•,.A
'
because DWQ requires more information)?,
'
t
..Other _
° Please describe the. reason to
tioIdIhe permit
.'..i 1 i_r.-• me -. . Y i° -'
:. > 't w_ �
:RO Contact ,,:s r
t
:
fr " Hold Until
{'
Mine must wait to dewater until an O&M plan is
approved?
*The NPDES SW and WW permit NCGO20000 covers closed -loop recycle systems, designed to exclude all stormwater run-off from
the system and o erate at or below two -feet of freeboard. Theses stems maybe permitted by a Non-dischar a Rec cle S stem
Permit from the Aquifer Protection Section (APS), OR may instead be permitted under NCGO20000 to eliminate an additional permit.
Rpv q.-ntpm hqr 9n 1 n

Print this form to PDF Return PDF of this farm to DLR CO by email, cc DLR RO, DWQ SPU. Send a copy to the permittee.
Recycle systems_ that do not meet those criteria are considered discharging systems, and are subject to the NCGO20000 discharge
permit.
"'To obtain 7Q10 flows, permittees must contact the DWQ Stormwater Permitting Unit. If DWQ does not have a flow estimate fora
specific stream, permittees will be asked to obtain one. Permittees should contact J. Curtis Weaver at the USGS: 919-571-4043, for
more information on obtaining a 7010 flow. USGS will not determine a 7010 flow for tidally influenced water bodies.
if there is not enough information to aive a complete answer, write in the space provided what you will need to answer this question
completely. If you reauire DLR to hold the permit until further notice, indicate that in the auestion below.
Reviewed by:
DWQ RO Surface Water: Regional Office:
RO Aquifer Protection Section: Regional Office
SPU DWQ Central Office Reviewer (if applicable):
Date:
Date:
Rav Rantemhar 9nl n

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Site
VICINITY MAP
NOT TO SCALE
KEY
CATEGORY
.,•,•,•,•,•,•ACREALLE—
SEDIMENT BASIN
0.15 ACRES
STOCKPILES
0
PROCESSING A EA HAUL ROADS
1.84 ACRES 4042 x 20
MINE EXCAVA HUN
2.20 ACRES
_r;_, T' _
0.32 ACRES WITHIN LOC
OTHER EXPLAIN
0
TOTAL AFFECTED ARE;7—
4.51 ACRES
CONSTRUCTION ENTRANCE
MINE PIT ENTRANCE
SCALE 1"-40'
BUILDING SITE
n/f
Rowland & Ada Rae Hines
DB 1943 Pq 508
BUILDING SITE MB 35 Pg 81
n/f R-30M ZONING
NMRSAING
operties, LLC
g 909 �vH Op
g 86
N 87'S1257'SW Z., O'RFe/�
, 1
BUILDING SITE
n/f
& John Fretwell
1828 Pg 995
18 35 Pg 81
RA ZONING
BUILDING SITE
n /f t
Rodney & Sherry Geohagan
DB 1930 Pg 105 160.36 S 1�
MB 35 P 81 S 05'50'43' W
RA ZONING
387.56
N 16r27'34" w� .
302.58'
71'27'08" w
217.30'
N 46'08'22' w
590.00,
S 45.21'20" w
BUILDING SITE
n/f
State of N C
DB 2164 Pg 941
CON ZONING
MINE PIT PROPERTY MAP
SCALE : 1 "= 500'
Basin
Area
Area
C
10yr. (in/hr)
Storage
Surface Area
Pre A
2.20 ac
2.20 ac
0.45
7.40
3,960 cf
3971 cf provided
2381.0
2685 sf provided
Pro osed Stora a Provided
Contour
Contour
Area S F
Inc rem ental
Volum a
C F
Cum ulative
Voium e, S
C F
98.0
1 51 6
0
0
+ B ottom E lev.
98.5
1 776
823
823
99.0
2,036
953
1 776
99.95
2,585
2,1195
3,971
* Surface Area/Treatem
ent Volum
e
100.0
2.614
2 325
4,101
101.0
3 248
2,931
7,032
Faircloth Skimmer Calculations
Desi n Volum e =
3960
Cf
Skimmer Size =
1.50
5184 cf in 3 days (from Faircloth
table)
Orfice Factor =
2880
3 days (from Faircloth table
Orifice Radius Size =
0.66
(Design Volume/Orfice Factor/3.14)"0.5
BUILDING SITE
n/f
Laura & John Fretwell
DB 1828 Pg 995
MB 35 Pg 81
RA ZONING
1.5" FAIRCLOTH + + +
-+-
FLOATING SKIMMER
w/ 0.66 DIA. ORFICE
SKIMMERED
/ SEDIMENT BASIN
/ BAFFLES
54.28' /
W-f7'28r 54' E
�_83.46'
N 82'08'58" E
NOTES
PROPOSED MINE PIT
AREA = 2.20 AC
BUILDING SITE
n/f
Rodney & Sherry Geohagan
DB 1930 Pg 105
MB 35 Pg 81
RA ZONING
HAUL ROAD
001, BUILDING SITE n/f
State of N C
DB 2164 Pq 941
/ CON ZONING
X
rho 3s.
S OS 50'43 �,
W
MINE PIT ENLARGEMENT
SCALE 1"-40'
kru) L it,) bA I/ A L E_ I S
g e C of c o d 17L rvs Fob
/ucG-o 2 0&3 0
" kTi ►i (.t ALIT, I
\ E
\
633 93, S
S"
w
�01 DUST
v-\11. I TY pIP,
�za %TF�
n
ti
CIA
a»aes You )O![31
CONT Cr ore-CALLcaNTE111t
GRADING NOTES
LEGEND
EXISTING CONTOUR
I SILT FENCE
LIMITS OF CONSTRUCTION LOC
PERMIT BOUNDARY B g
40 0 40 80 120
&PAPHIC SCALE i" = 40' FEET
Mine I Reclamation Map
for
Perry Coastal Properties, LLC
NC Hwy 172
Holly Ridge, NC 28445
Stump Sound Township - Onslow County
GAFto
2QQ �Fr�ggPp'
0 ,r6 Co
' ,qnrowi i���
Project #: 1104535
Date: April 2, 2012
Drawn By: JAR
Reviewed By: WIRE
SHEET NO.: 1
16310USHwy 17
Hampstead, NC 28443
910-270-9599 ( office) 910-270-9592 (Fa))
randal l @rseengi nearing, oom
sonya@rsceng ineering. oom
J •.
�., ���` I I ti �'71 �i l' r'I ! i 5' '.j r•Ss f �, fi Iv �� i� I i,l 1 r } �5 ,1,.
.j , . .� / 1 r. a 1. : �• r .. - -. r . r r. .. f .. .. r I •.( -.. I. �� s�. s .' s K t.!, . 41
Engineering, PLI_C

I� 15 it r'i
BAFFLE (TYP.)
SKIMMER BASIN
VARIES
5'
4.29' S.A. (SEE PLAN) 4.29'
E'
VARI
CONAMCTIONSPECIFICATIONA
(15% .S,A.)
(25% S.A.)
(25%. S.A.)
BAFFLES l=
EMERGENCY SPILLWAY
N
CONSTRUCTION 9PECWICATtON
EARTHERN
I. Site preparations - Clear, grub and strip topsoil from areas under the embankment to remove
.75
{IN STABLE SOIL)
(IN
EMBANKMENT
trees, vegetation, roots, and other objectionable material. Delay clearing the pool area until the dam
1.5" SKIMMER
1. Grade the basin so that the bottom is level front to back and side W side.
Is complete arxi then remove brush, trees, and other objectionable materials to facilitate sediment
ASSEMBLY
6"
TOP 101'
2. Install posts or saw horses across the width of the sediment trap Practice
P P (
INLET ZONE
ceanout. Stockpile all topsoil or loll containing organic matter for use on the outer shell of the
3' 1
6.62, Sediment Fence).
35% OF SURFACE AREA
embankment to facilitate v tativs establishment. Place temporary sediment control measures
S,A. 99.57
3. Steel posts should be driven to a depth of 24 inches, spaced a maximum of
below the basin as needed.
, Fkt.L ',
- - _ - - rt X. GRADE
4 feet apart, and Installed up the side of the basin as well. The top of the fabric
2. Cut-off trench - Excavate a cut-off trench along the centerline of the earth All embankment,
_ _ _ _
- -
j• ... -•-.-- •- � � �'' - - - - -
- - - -• - - - -
- - - - -
should be 8 inches higher than the Invert of the spillway. Tops of bellies should
Cut the trench t4 stable soli material, but In no case make it foss than 2 feet deep. The cut-off trench
-
SEDIMENT STORAGE
be 2 Inches lower then the tap of the bemia.
s'
must extend Into both abutments to at least the elevation of the rlser crest Make the minimum
4 PVC.-5CH.40 BARBELL
4. install at least three rows of baffles between the Inlet and outlet discharge
point. Basins Less than 2feet In length may use 2 baffles.
bottom width wide enough to permit operation of excavation and compaction equipment, but in no
GRAVEL
BOTTOM 98.00
S. When using posts, add a support wire or rope across the top of the measure
case less than 2 feet. Make aide elopes of the trench no steeper than 1: 1. Compaction
SUPPORT
prevent sagging.
requirements are the same as those for the embankment. Keep the trench dry during backfiliing and
POST POST POST
8. Wrap porous material, like jute backed by catr material, over a sawhorse or
6.
compaction operations.
3. Embankment - Take All material from the approved areas shown on the plane. It should be
SIDE VIEW
the to wire. Hammer rebar Into the sawhorse ! for anchoring. The fabric
P g'
should have five to ten percent openings In the weave. Attach fabric to a rope and
f
FIRST CHAMBER
25% OF SURFACE AREA
dean mineral soil, free of roots, woody vegetation, rocks, end other objectionable material. Scarify
N.T.S.
a support structure with zip ilea, wire or staples.
areas on which fill is to be placed before placing fill. The All material must contain sufficient molsture
7. The bottom and sides of the fabric should be anchored In a trench or pinned
so It can be formed by hand Into a ball without crumbling. If water can be squeezed out of the ball, It
with 8-Inch erosion control matting staples.
SECOND CHAMBER
Is too wet for proper compaction. Place All material In 6 to 8 Inch continuous layers over the entire
8. Do not splice the fabric, but use a continuous place across the basin.
25% OF SURFACE AREA
length of the flit area and compact it. Compaction may be obtained by routing the constructor
` •� 1
hauling equipment over the fill so that the entire surface of each layer Is traversed by at least one
wheel or tread track of heavy equipment, or a compactor may be used. Construct the embankment
VARIES
S.A. (SEE PLAN) 4.29'
5'
VARIES
OUTLET, CLASS I RIPRAP
OUTLET ZONE
to an elevation 10 percent higher then the design height to allow for settling.
Inspect baffles at least once a week and after each rainfall. Make any required
15X OF SURFACE AREA
4. Emergency spillway - Install the emergency spillway In undisturbed soil. The achievement of
APPROX, EX. GRADE
repairs immediately.
WIDTH
planned elevations, grade, design width, and entrance and exit channel slopes are critical to the
-
5' CREST
successful operation of the emergency spillway. Construct with an impermeable liner to insure basin
TOP 101'
~'AFF
Be sure to maintain access to the baffles. Should the fabric of a baffle collapse,
dewatere from surface.
ES
'
tear, decompose, or become Ins lye, replace It promptly.
5. Inlets - Discharge water Into the basin In a manner to prevent erosion. Use diversions with
S.A. 99.57
' •
3:1
outlet protection to divert sediment -laden water to the upper end of the area to Improve basin
P Ppe P� P
3
1
~ ~ -1 3:1 LL „•
Remove sediment deposits when It reaches half full to provide adequate storage
trap efficiency (References: Runoff Control Measures and Outlet Protection).
•. • .: •;
'
volume for the next rain and to reduce pressure on the baffles. Take care to avoid
8. Erosion control - Construct the structure so that the disturbed area Is minimized. Divert
�=.� . '
¢='
damaging the baffles during cleanout. Sediment depth should never exceed half
SUPPORT ROPE SUPPORT POST
surface water away from bare areas. Complete the embankment before the area is cleared.
SE
IME
T STORAGE ..
the designed storage depth.
TO WIRE TO PRE- 24 INTO BOTTOM
STAKE TO SUPPORT
Stabilize the emergency spillway embankment and all other disturbed areas above the crest of the
BOTTOM 98.00
After the contributing drainage area has been properly stabilized, remove all baffle
VENT SAGGING OR SIDE
MIRE
principal spillway Immediately after construction. (Reference: Surface Stabilization)
materials and unstable sediment deposits, bring the area to grade, and stabilize ft.
7. Safety - Sediment basins may attract children and can be dangerous, Avoid Steep side
slopes, and fence and mark basins with warning signs If trespassing Is likely. Follow all state and
local requirements.
_
_-
-_
CHECK SEDIMENT BASINS AFTER PERIODS OF SIGNIFICANT RUNOFF. REMOVE SEDIMENT
AND RESTORE THE BASIN TO ITS ORIGINAL DIMENSIONS WHEN SEDIMENT ACCUMULATES
TO ONE HALF THE DESIGN DEPTH,
MATERIALS
1. Use a synthetic filter fabric of at least 95% by weight of polyoleffne or polyester, which Is certified
by the manufacturer or supplier as conforming to the requirements in ASTM D 6461, which Is shown
In part in Table 6.62b (Refer to the Erosion and Sediment Control Planning and Design Manual,
Chapter 6, Section 82.2). Synthetic filter fabric should contain ultraviolet ray Inhibitors and stabilizers
to provide a minimum of 6 months of expected usable construction life at a
temperature range of 0 to 1206 F.
2. Ensure that posts for sediment fences are 1.33 lb/linsar ft steel with a minimum length of 5 feet.
Make sure that steel posts have projections to facilitate fastening the fabric.
3. For reinforcement of standard strength filter fabric, use wire fence with a minimum 14 gauge and
a maximum mesh spacing of 6 Inches,
1. Construct the sediment barrier of standard strength or extra strength synthetic filter fabrics.
2. Ensure that the height of the sediment fence does not exceed 24 Inches
above the ground surface. (Higher fences may Impound volumes of water suffclent to cause failure
of the structure.)
3. Construct the fitter fabric from a continuous roll cut to the length of the barrier to avoid joints.
When joints are necessary, securely fasten the filter cloth only at a support post with 4 feet minimum
overlap to the next post.
4, Support standard strength filter fabric by wire mash fastened securely to the upaiope side of the
posts. Extend the wire mesh support to fire bottom of ft trench. Fasten the wire reinforcement,
than fabric on the upslope side of the fence post. Wire or plastic zip ties should have minimum 50
pound tensile strength.
5• When a wire mesh support fence Is used, specs posts a maximum of 8 feet apart. Support posts
should be driven securely Into the ground a minimum of 24 Inches.
S. Extra strength filter fabric with 6 feet post spacing does not require wire mesh support fence.
Securely fasten the filter fabric directly to posts. Wire or plastic zip ties should have minimum 50
pound tensile strength,
7. Excavate a trench approximately 4 Inches wide and 8 Inches deep along the proposed line of
posts and upslope from the barrier (Figure 6.629).
8. Place 12 Inches of the fabric along the bottom and side of the trench.
9. Backfill the trench with soil placed over the filter fabric and compact. Thorough compaction of the
backfill Is critical to sift fence performance.
10. Do not attach filter fabric to existing trees.
Inspect sediment fences at least once a week and after each rainfall. Make any required repairs
Immediately.
Should the fabric of a sediment fence collapse, tear, decompose or become Ineffective, replace It
Promptly
Remove sediment deposits as necessary to provide adequate storage volume for the next rain and to
reduce pressure on the fence. Take care to avoid undermining the fence during deanout.
Remove all fencing materials and unstable sediment deposits and bring the area to grade and
stabilize It after to contributing drainage area has been properly stabilized.
SILT FENCE DETAIL
N TS
1. All disturbed areas shell be dressed to typical sections and plowed to a depth of 5 Inches. The top 2 Inches shell be
pulverized to provide uniform seedbed. NOTE: Line should be applied with necessary equipment to give uniform
distribution of these materials. The hand -bucket method Is not acceptable. Lime and fertilizer should be Incorporated
Into the soil prior to seeding.
2. The following are rates and kinds of these materials o be applied PER ACRE:
KM RATES
Abruzzi Rye 50 lbs.
Pensacola Bahiogress 50 lbs.
Kentucky 31 Fescue 50 ths.
Korean Lespedeza 15 tbs.
Contipedegrase 50 tbs.
Common Benmudagross 25 lbs.
10-20-20 Fertilizer 600 lbs.
Agricultural Limestone 4000 tbs,
3. Seeded area shall be cultipacked to firm seedbed and to cover seed.
4. Grain straw shall be applied over seeded areas as mulch. No bare ground shall be visible In the mulched area if
proper applications Is achieved. Thick clumps of strew are not pemnIssible as uniform coverage is expected. Straws
shall be applied at a minimum of 4000 lbs. per acre,
5. The mulcted area shall be tacked with liquid asphalt suMlciant too hold straw In place where directed by Engineer.
6. Ditch treatment shall be used in areas where steep grades could cause ditch erosion. Use of jute mesh, excelsior
matting, or fiberglass roving Is acceptable. ditch treatment should be Installed before mulching operation,
SKIMMER BASIN DETAIL
N TS
8ackla trench
WO ODMP07
thoroughly
Natural
Is
f16 Q
24"
min.
L
LcOSS-SECTION VIEW
NTa
(Figure
e.117a Inet bfion data ll of s "dlment fora.)
CROSS-SECTION
N.T.S.
1. Assemble the skimmer following the manufacturers Instructions, or as designed.
2. Lay the assembled slimmer on the bottom of the basin with ft flexible joint at the inlet of the
barrel pipe. Attach the flexible joint to tea barrel pipe and position the skimmer over the excavated
pit or support, Be sure to attach a rope to the skimmer and anchor it to the side of the basin. This
will be used to pull the slimmer to the side for maintenance.
MAINTENANCE
Inspect skimmer sediment basins at least weekly and after each significant (one-half inch or greater)
rainfall event and repair immediately. Remove sediment and restore the basin to its original
dimensions when sediment accumulates to one-half the height of the first baffle. Pull the skimmer to
one side so that the sediment underneath ft can be excavated. Excavate the sediment from the
entire basin, not just around the skimmer or the flint cell. Make sure vegetation growing In the bottom
of the basin does not hold down the skimmer. If ft skimmer is clogged with trash and there Is water
In the basin, usually jerking on the rope will make the skimmer bob up and down and dislodge the
debris and restore flow. If this does not work, pull the skimmer over to the skle of the basin and
remove the debris. Also check the orifice Inside the skimmer to see If it Is clogged; If so remove the
debris. If the skimmer arm or barrel pipe Is clogged, the orifice can be removed and the obstruction
cleared with a plumber's snake or by flushing with water. Be sure and replace the orifice before
repositioning the skimmer. Freezing weather can result in Ice forming In the basin. Some special
precoutkuu should be taken In the winter to prevent the skimmer from plugging with ice.
1,5" PVC SCHEDULE 40 PVC P
FLEXIBLE HOSE
a r- Lr%l14 v I G r IF
I♦ "To
Fartillm Toadmulna:
1, Fertilizer used for topdresaing on all roadway areas except slopes 2:1 and steeper shall be 10-20-20 written approval
of the Engineer, a different analysis of fertilizer may be used provided grade and shall be applied at the rate of 500
pounds per acre (560kg per hectare). Upon the 1-2-2 ratio Is maintained and the rate of application adjusted to provide
the same amount of plant food as 10-20-20 analysis,
2. Fertilizer used for topdressing on slopes 2:1 and steeper and waste and borrow areas shall be 1641-8 grade and shall
be applied at ft rate of 500 pounds per acre (560 kg per hectare). Upon written approval of the Engineer, a different
analysis of fertilizer may be used provided the 2-1-1 ratio Is maintained and the rate of application adjusted to provide the
some amount of plant food as 164-8 analysis.
1. Crimping will be required an these project adjacent to any section of roadway where traffic Is to be maintained or
slowed during construction. In areas within six feet (2 meters) of the edge of pavement, straw Is to be crimped and the
Immediately tacked with asphalt tack.
2. Crimping of straw In Hou of asphalt tack will be allowed on this project subject to the following conditions:
3. All areas seeded and mulched shall be crimped and/or tacked with asphalt as directed by the Engineer,
4. Crimping will be limited to slopes 4:1 or Ratter unless the Contractor oan demonstrate to the Engineer that the steeper
slopes can be negotiated without altering the typical section.
5. Straw mulch to be of sufficient length and quality to withstand the crimping operation and provide adequate ground
cover.
$. Crimping equipment Including power source shall be subject to the approval of the Engineer providing that maximum
spacing of crimper blades shall not exceed 8 Inches (200 mm).
BARRELL
PVC VENT PIPE
FRONT
VIEW
N TS
ANGLE
IN I J
SCHEDULE 40 PVC PIPE
WATER
SURFACE
ORIFICE PLATE
PVC TEE P
SKIMMER DETAIL
N TS
CONSTRUCTION ENTRANCE/EXIT
NOT TO SCALE
0.60" ORIFICE
BAFFLE DETAIL
N TS
END
VIEW
N TS '
-rLBOW
IVC END CAP
COIR MESH OR SIMILAR. STAPLED OR
TRENCHED INTO BOTTOM OR SIDE
1.) PERMANENT GROUNDCOVER FOR ALL DISTURBED AREA, SHALL BE
PROVIDED WITHIN 15 WORKING DAYS OR 30 CALENDAR DAYS,
WHICHEVER PERIOD IS SHORTER, FOLLOWING COMPLETION OF ANY
PHASE OF GRADING, AND WITHIN 15 WORKING DAYS OR 90 CALENDAR
DAYS, WHICHEVER PERIOD IS SHORTER, FOLLOWING COMPLETION
OF CONSTRUCTION OF DEVELOPMENT,
2.) THE ANGLE FOR GRADED SLOPES AND FILLS SHALL NOT BE
GREATER THAN THE ANGLE THAT CAN BE RETAINED BY VEGETATIVE
COVER OR OTHER ADEQUATE EROSION -CONTROL DEVICES OR
STUCTURES. IN ANY EVENT, SLOPES LEFT EXPOSED WILL, WITHIN 21
CALENDAR DAYS OF COMPLETION OF ANY PHASE OF GRADING, BE
PLANTED OR OTERWISE PROVIDED WITH TEMPORARY OR PERMANENT
GROUND COVER, DEVICES, OR STRUCTURES SUFFICIENT TO RESTRAIN
EROSION,
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