20060713 Ver 1_COMPLETE FILE_20060420

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
August 29, 2006
DWQ Project # 06-0713
Person County
Carolina Sunrock, LLC
P.O. Box 25
Butner, NC 27509
Subject Property: Woodsdale Quarry
Castle Creek [030205, 22-58-13, C]
Approval of 401 Water Quality Certification with Additional Conditions
Dear Sir or Madam:
You have our approval, in accordance with the attached conditions and those listed below, to place fill
within or otherwise impact 860 linear feet of stream (290 linear feet perennial stream, and 470 linear feet
intermittent), as described in your application dated April 10, 2006, and received by the Division of Water
Quality (DWQ) on April 26, 2006, with more information received on May 12, 2006, and August 18,
2006, for the purpose of constructing a rail spur, mine access road and a pit area for the quarrying
operation. After reviewing your application, we have decided that the impacts are covered by General
Water Quality Certification Number(s) 3402 (GC3402). The Certification(s) allows you to use
Nationwide Permit(s) NW39 when issued by the US Army Corps of Engineers (USACE). In addition,
you should obtain or otherwise comply with any other required federal, state or local permits before you
go ahead with your project including (but not limited to) Erosion and Sediment Control, and Non-
discharge regulations. Also, this approval to proceed with your proposed impacts or to conduct
impacts to waters as depicted in your application shall expire upon expiration of the 404 or CAMA
Permit.
This approval is for the purpose and design that you described in your application. If you change your
project, you must notify us and you may be required to send us a new application. If the property is sold,
the new owner must be given a copy of this Certification and approval letter and is thereby responsible for
complying with all conditions. If total fills for this project (now or in the future) exceed one acre of
wetland or 150 linear feet of stream, compensatory mitigation maybe required as described in 15A
NCAC 21-1.0506 (h). This approval requires you to follow the conditions listed in the attached
certification and any additional conditions listed below.
The Additional Conditions of the Certification are:
1. Impacts Approved
The following impacts are hereby approved as long as all of the other specific and general
conditions of this Certification (or Isolated Wetland Permit) are met. No other impacts are
approved including incidental impacts:
iv - Carolina
401 Oversigbt/Express Review Permitting Unit hICR??tf
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: h_ptt://h2o.enr.state.nc.us/ncwetlands
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/ 10% Post Consumer Paper
Carolina Sunrock, LLC
Page 2 of 4
August 29, 2006
Amount Approved (Units) Plan Location or
Reference
Stream 860 [(linear feet) 290 linear feet perennial PCN page 8 of 13
stream, and 470 linear feet intermittent stream
2. No Waste, Spoil, Solids, or Fill of Any Kind
No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond
the footprint of the impacts depicted in the Pre-Construction Notification. All construction
activities, including the design, installation, operation, and maintenance of sediment and erosion
control Best Management Practices, shall be performed so that no violations of state water quality
standards, statutes, or rules occur.
3. Erosion and sediment control practices must be in full compliance with all specifications governing
the proper design, installation and operation and maintenance of such Best Management Practices in
order to protect surface waters standards:
a. The erosion and sediment control measures for the project must be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina
Sediment and Erosion Control Planning and Design! Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion control
measures must be such that they equal, or exceed, the requirements specified in the most
recent version of the North Carolina Sediment and Erosion Control Manual. The devices
shall be maintained on all construction sites, borrow sites, and waste pile (spoil) projects,
including contractor-owned or leased borrow pits associated with the project.
c. Sufficient materials required for stabilization and/or repair of erosion control measures and
stormwater routing and treatment shall be on site at all times.
4. Sediment and Erosion Control Measures
Sediment and erosion control measures shall not be placed in wetlands or waters to the maximum
extent practicable. If placement of sediment and erosion control devices in wetlands and waters is
unavoidable, they shall be removed and the natural grade restored within six months of the date that
the Division of Land Resources has released the project;
5. Protective Fencing
The outside buffer, wetland or water boundary and along the construction corridor within these
boundaries approved under this authorization shall be clearly marked with orange warning fencing
(or similar high visibility material) for the areas that have been approved to infringe within the
buffer, wetland or water prior to any land disturbing activities to ensure compliance with 15A
NCAC 2B .0233 and GC 3404;
6. Deed Notifications
Deed notifications or similar mechanisms shall be placed on all retained jurisdictional wetlands,
waters and protective buffers in order to assure compliance for future wetland, water and buffer
impact. These mechanisms shall be put in place prior to impacting any wetlands, waters and/or
buffers approved for impact under this Certification Approval and Authorization Certificate. A
sample deed notification can be downloaded from the 401/Wetlands Unit web site at
Carolina Sunrock, LLC
Page 3 of 4
August 29, 2006
http://h2o.enr.state.nc.us/newetlands. The text of the sample deed notification may be modified
as appropriate to suit to this project;
7. Construction Stormwater Permit NCGO10000
Upon the approval of an Erosion and Sedimentation Control Plan issued by the Division of Land
Resources (DLR) or a DLR delegated local erosion and sedimentation control program, an
NPDES General stormwater permit (NCGO10000) administered by DWQ is automatically issued
to the project. This General Permit allows stormwater to be discharged during land disturbing
construction activities as stipulated by conditions in the permit. If your project is covered by this
permit [applicable to construction projects that disturb one (1) or more acres], full compliance
with permit conditions including the sedimentation control plan, self-monitoring, record keeping
and reporting requirements are required. A copy of this permit and monitoring report forms may
be found at hyp://h2o.enr.state.nc.us/su/Forms Documents. htm.;
8. Culvert Installation
Culverts required for this project shall be installed in such a manner that the original stream profiles
are not altered. Existing stream dimensions (including the cross section dimensions, pattern, and
longitudinal profile) must be maintained above and below locations of each culvert. Culverts shall
be designed and installed to allow for aquatic life movement as well as to prevent head cutting of
the streams. If any of the existing pipes are or become perched, the appropriate stream grade shall
be re-established or, if the pipes installed in a perched manner, the pipes shall be removed and re-
installed correctly.
Culvert(s) shall not be installed in such a manner that will cause aggradation or erosion of the
stream up or down stream of the culvert(s). Existing stream dimensions (including the cross section
dimensions, pattern and longitudinal profile) shall be maintained above and below locations of each
culvert.
Placement of culverts and other structures in waters, streams, and wetlands must be placed below
the elevation of the streambed by one foot for all culverts with a diameter greater than 48 inches,
and 20 percent of the culvert diameter for culverts having a diameter less than 48 inches, to allow
low flow passage of water and aquatic life. Design and placement of culverts and other structures
including temporary erosion control measures shall not be conducted in a manner that may result in
disequilibrium of wetlands or streambeds or banks, adjacent to or upstream and down stream of the
above structures. The applicant is required to provide evidence that the equilibrium shall be
maintained if requested in writing by DWQ.
The establishment of native, woody vegetation and other soft stream bank stabilization techniques
must be used where practicable instead of rip rap or other bank hardening methods. If rip-rap is
necessary, it shall not be placed in the stream bed, unless specifically approved by the Division of
Water Quality.
Installation of culverts in wetlands must ensure continuity of water movement and be designed to
adequately accommodate high water or flood conditions.
Upon completion of the project, the Applicant shall complete and return the enclosed "Certificate of
Completion" form to notify NCDWQ when all work included in the §401 Certification has been
completed. The responsible party shall complete the attached form and return it to the
401/Wetlands Unit of the NC Division of Water Quality upon completion of the project. Please
Carolina Sunrock, LLC
Page 4 of 4
August 29, 2006
send photographs upstream and downstream of each culvert site to document correct installation
along with the Certificate of Completion form.
9. Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable
Buffer Rules, and any subsequent modifications, the applicant is required to return the attached
certificate of completion to the 401 Oversight/Express Review Permitting Unit, North Carolina
Division of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650.
Violations of any condition herein set forth may result in revocation of this Certification and may result in
criminal and/or civil penalties. The authorization to proceed with your proposed impacts or to conduct
impacts to waters as depicted in your application and as authorized by this Certification, shall expire upon
expiration of the 404 or CAMA Permit.
If you do not accept any of the conditions of this Certification (associated with the approved wetland or
stream impacts), you may ask for an adjudicatory hearing. You must act within 60 days of the date that
you receive this letter. To ask for a hearing, send a written petition, which conforms to Chapter 150B of
the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center,
Raleigh, N.C. 27699-6714. This certification and its conditions are final and binding unless you ask for a
hearing.
Any disputes over determinations regarding this Authorization Certificate (associated with the approved
buffer impacts) shall be referred in writing to the Director for a decision. The Director's decision is
subject to review as provided in Articles 3 and 4 of G.S. 150B.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act and the Neuse riparian buffer protection rule as described within 15A NCAC 2B .0233. If you have
any questions, please telephone Cyndi Karoly or Ian McMillan at 919-733-1786.
AWKI ?m
Enclosures: GC 3402
Certificate of Completion
cc: USACE Raleigh Regulatory Field Office
Eric Kulz, DWQ Raleigh Regional Office
DLR Raleigh Regional Office
File Copy
Central Files
Since ,
Alan W. Klimek, P.E.
Filename: 060713 WoodsdaleQuarry(Person)401
Re: DWQ # 06-0713 - Woodsdale Quarry - Person County
Subject: Re: DWQ # 06-0713 - Woodsdale Quarry - Person County
From: Eric Kulz <[e-mail]>
Date: Mon, 28 Aug 2006 07:40:23 -0400
To: Ian McMillan <[e-mail]>
My only question was a small area that looked to me like wetlands, although Eric
Alsmeyer said there were none in the impact areas. Even if it is isolated, the area
was small (less than 0.1 acres). The other impact area is as the response letter
said. The stream basically disappears before it enters the area to be disturbed by
the railroad spur.
G9 _ahead.-and iao.ue.
Eric
Ian McMillan wrote:
Eric,
Majority opinion says "ball's in your court" on this one. Let me know. - Ian
Eric Kulz <Eric.Kulz(d,ncmail.net>
Environmental Specialist III
Surface Water Protection
NC Division of Water Quality
1 of 1
8/29/2006 1:04 PM
11SUNROCK 0
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CAROLINA SUNROCK LLC
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AU?7-? ?•, CJ
NASA ,q,V S'-OR
FRB%CH
Tony Sample, CPESC
Compliance Manager
PO Box 25 Butner, NC 27509
August 14, 2006
Ms. Cyndi Karoly, Supervisor
401 Oversight/Express Review Permitting Unit
Division of Water Quality, NCDENR
1650 Mail Service Center
Raleigh, NC 27699-1650
Re: i Carolina Sunrock LLC
Woodsdale Quarry, Mining Permit No. 73-02
Person County, NC
Roanoke River Basin
Dear Ms. Karoly,
Please find enclosed, the response to your Additional Information Letter dated July 27, 2006.
Item No 1: A letter and surveyed drawing indicating that our proposed fill to construct the Future Rail Spur and the Haul
Road (the proposed activities that would effect any stream channel in the area of #2) lies completely outside of the
stream channel and will not impact any existing channel as proposed.
Item No 2: The wetland delineation conducted on February 7, 2006 by Mr. Eric Alsmyer with the Raleigh Regulatory
Office of the Corps of Engineers, found no wetlands within the area to be affected associated with area #3.
Thank you for your time and assistance in resolving this issue. Please contact me if additional information is required.
Sincerely,
Carolina Sunrock LLC
Tony L. amp
Compliance Manager
?v; ? ?ls,ri ?r e r
errr•c kul?
Phone: [phone]
Fax: [phone]
[e-mail]
www.thesunrockgroup.com
SUMMIT
Consulting Engineers
0§@[Y'.
A U G I R 2006
DENR -
WETLANDS AND S7TEN QUALITY
;?cILpNU
ANDS Tnae? MWATERBR NCH
1000 Corporate Drive, Suite 101
Hillsborough NC 27278
Phone [phone]
Fax [phone]
314-A Madison Blvd.
Roxboro NC 27673
Phase (336) 6993900
Fax [phone]
August 8, 2006
Mr. Tony Sample
Carolina Sunrock Corporation
1001 West B St.
PO Box 25
Butner, N.C., 27509
Mr. Sample,
Thank you again for the opportunity to provide survey services for the Carolina Sunrock
Corporation. I am writing to report our findings on the stream survey you requested at the
Sunrock Woodsdale Quarry site.
On July 28, 2006 our survey crew was on site to locate the stream north of the CP&L
transmission line, and bordering the Norfolk & Southern Railway to the east. The stream is
formed between two large ridgelines (see attached USGS Quad sample) and runs west to east,
connecting to the railway ditch, which then turns north and runs adjacent to the railway tracks.
At the date of survey there was no significant flow of water downstream, but merely pooling
water in a few areas. Please reference the attached survey plot and the stationing of the stream
location.
Beginning at the intersection with the railway ditch and the stream in question (Station 0+00),
heading upstream, there is no defined top of bank for the stream Our survey crew noted
difficulties in following the stream run, because of the relative flatness of the area and lack of
water running in the stream. Topo locations show grade changes of only a few tenths thirty feet
right and left of the stream until Station 3+00, then a defined stream channel does exist from this
point running upstream to the west.
In review of the Sunrock site plan, installation of approximately 165 linear feet of pipe would be
needed for the construction of the haul road and future rail spur. Piping of the stream in this area
will have minimal impacts to the stream since no defined channel exists.
Please feel free to contact me at the numbers below if you have any questions or comments on
this matter and I look forward to working with the Carolina Sunrock Corporation in the future.
Thank you,
,1C1?r., ?) . Cj"L
Brantley W. Wells, PLS
Summit Consulting Engineers
Roxboro Office
[phone] (cell)
[phone] (office)
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William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
July 27, 2006
Alan W. Klimek, P.E. Director
Division of Water Quality
DWQ Project # 06-0713
Person County
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Carolina Sunrock, LLC
P.O. Box 25
Butner, NC 27509
Subject Property: Woodsdale Quarry
Castle Creek [030205, 22-58-13, C]
REQUEST FOR MORE INFORMATION
Dear Sir or Madam:
On April 26, 2006, the Division of Water Quality (DWQ) received your application dated April
10, 2006, to fill or otherwise impact 860 linear feet of stream (290 linear feet perennial stream,
and 470 linear feet intermittent stream to construct a rail spur, mine access road and a pit area for
the quarrying operation. On May 12, 2006, the DWQ received additional information from you,
and on July 21, 2006, Eric Kulz, of the DWQ Raleigh Regional Office conducted a site visit at
the property. However, the DWQ has determined that your application remains incomplete
and/or provided inaccurate information as determined by Eric Kulz and discussed below. The
DWQ will require additional information in order to process your application to impact protected
wetlands and/or streams on the subject property. This project has been placed on hold until the
following criteria has been meet. Please provide the following information so that we may
continue to review your project.
Additional Information Requested:
1. Please have the impact area for Impact No. 2 surveyed to accurately determine how much
channel is to be impacted, because the channel and flow simply disappear at a point
approximately 150' from the railroad ROW.
2. Please delineate the features in Impact No. 3, to include the stream channel, the spring,
and potential associated wetlands, and then have this area surveyed.
Please contact the DWQ within three weeks of the date of this letter to verify that you have
received this letter and that you remain interested in continuing to pursue permitting of your
project and will be providing the DWQ the requested information at a later date. Please contact
me in writing and Eric Kulz of the DWQ Raleigh Regional Office. If we do not hear from you
401 Oversight/Express Review Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: htti)•//h2o.enr.state nc.us/ncwetlands
N°°` Carolina
Naturally
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
Carolina Sunrock, LLC
Page 2 of 2 ' ?-
July 27, 2006
within three weeks, we will assume that you no longer want to pursue this project and we will
consider the project as withdrawn.
This letter only addresses the application review and does not authorize any impacts to wetlands,
waters or protected buffers. Please be aware that any impacts requested within your application
are not authorized (at this time) by the DWQ. Please call Ms. Cyndi Karoly or Mr. Ian
McMillan at 919-733-1786 if you have any questions regarding or would like to set up a meeting
to discuss this matter.
Sincerely,
Cf --'Z , &A "',
Cyndi Karoly, Supervisor
401 Oversight/Express Review Permitting
Unit
CBKI m
cc: Eric Kulz, DWQ Raleigh Regional Office
USACE Raleigh Regulatory Field Office
File Copy
Central Files
Filename: 060713WoodsdaleQua rry(Person)Ou_Hold3
DWQ # 06-0713 Woodsdale Quarry
i
Subject: DWQ # 06-0713 Woodsdale Quarry
From: Laurie Dennison <[e-mail]>
Date: Fri, 28 Jul 2006 08:43:14 -0400
To: [e-mail]
Please see attached the Division of Water Quality's request for more information
related to your recent application. Please note that this message is being
forwarded to you electronically so that you may expedite preparation of your
response. Please do not send your response as a reply to this e-mail or via fax.
The hard copy is being sent via US Mail. All response correspondence is to be
mailed via hard copy to the 401 Oversight and Express Permits Unit, 2321 Crabtree
Blvd., Raleigh, NC, 27604 unless otherwise noted.
Content-Type: application/msword
060713WoodsdaleQuarry(Person)On_HoldIdoc ;Content-Encoding: base64

I of 1 7/28/2006 8:43 AM
O?a? W A TF9QG
Cj -
rq
o ?
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
July 6, 2006
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Carolina Sunrock, LLC
P.O. Box 25
Butner, NC 27509
Subject Property: Woodsdale Quarry
Castle Creek [030205, 22-58-13, C]
REQUEST FOR MORE INFORMATION
Dear Sir or Madam:
DWQ Project # 06-0713
Person County
On April 26, 2006, the Division of Water Quality (DWQ) received your application dated April 10, 2006,
to fill or otherwise impact 860 linear feet of stream (290 linear feet perennial stream, and 470 linear feet
intermittent stream to construct a rail spur, mine access road and a pit area for the quarrying operation.
On May 12, 2006, the DWQ received additional information from you, however, Eric Kulz of the DWQ
Raleigh Regional Office has made several attempts to contact you to schedule a field visit to verify onsite
conditions, and our calls have not been returned. This field visit is necessary to continue to process your
application. Therefore, this project has been placed on hold until the DWQ Raleigh Regional Office is
able to conduct a field visit and report their findings to the DWQ Central Office. Please contact Eric Kulz
of the DWQ Raleigh Regional Office at 919-791-4200 to schedule a site visit.
This letter only addresses the application review and does not authorize any impacts to wetlands, waters
or protected buffers. Please be aware that any impacts requested within your application are not
authorized (at this time) by the DWQ. Please call Ms. Cyndi Karoly or Mr. Ian McMillan at 919-733-
1786 if you have any questions regarding or would like to set up a meeting to discuss this matter.
CBKlijm
7re , kkk
Cyndi Karoly, Supervisor
401 Oversight/Express Review Permitting Unit

cc: Eric Kulz, DWQ Raleigh Regional Office
USACE Raleigh Regulatory Field Office
File Copy
Central Files
Filename: 060713W oodsdaleQuarry(Person)On_Hold2
401 Oversight/Express Review Permitting Unit N%poi' Carolina
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: http://h2o,enr.state.nc.us/ncwctlands
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
Triage Check List
Date: Project Name: (Pumft/_
DWQ#: 06 D'7 3
County:
To: ? ARO Kevin Barnett ? WaRO Kyle Barnes
? FRO Ken Averitte ? WiRO Noelle Lutheran/Joanne Steenhuis
? MRO Alan Johnson/Barry Love ? WSRO Daryl Lamb
RRO Eric Kulz
From: l Telephone : (919) -2 3 r' l (v
The file attached is being forwarded to your for your evaluation.
Please call if you need assistance.
? Stream length impacted
Stream determination
? Wetland determination and distance to blue-line surface waters on USFW topo maps
? Minimization/avoidance issues
? Buffer Rules (Meuse, Tar-Pamlico, Catawba, Randleman)
? Pond fill
? Mitigation Ratios
? Ditching
? Are the stream and or wetland mitigation sites available and viable?
? Check drawings for accuracy
? . Is the application consistent with pre-application meetings?
? Cumulative impact concern
Comments:
?i4
IISUNROCIC?
CAROLINA SUNROCK LLC
April 18, 2006
Ms. Cyndi Karoly
Division of Water Quality
NCDENR
1650 Mail Service Center
Raleigh, NC 27699-1650
Re; Carolina Sunrock LLC
Woodsdale Quarry, Mining Permit No. 73-02
Person County, NC
Roanoke River Basin
Dear Ms. Karoly,
?0000713
Tony Sample, CPESC
Compliance Manager
PA ? ?? i PO Box 25 Butner, NC 27509
A t}
RECZERVED
Please find attached, a copy of the Nation Wide Permit #39 submitted to the Corps of Engineers for mining related
activities proposed on our new mine site.
We would like to request 401 Certification for this activity in conjunction with the application to the Corps of Engineers.
I have attached a completed PCN for your use, along with a check for $475.00 as indicated in the PCN.
Thank you for your time and assistance in resolving this issue. Please contact me if additional information is required.
Sincerely,
Carolina Sunrock LLC
To yrf L. Sample, C.P.E.S.C.
Compliance Manager
a,
[e-mail]
Phone: [phone]
Fax: [phone]
www.thesunrockgroup.com
11SUNROCK 0
CAROLINA SUNROCK LLC
April 18, 2006
Eric Alsmeyer
Raleigh Regulatory Field Office
US Army Corps of Engineers
6508 Falls of the Neuse Road, Suite 120
Raleigh, NC 27615
Re: Carolina Sunrock LLC
Woodsdale Quarry, Mining Permit No. 73-02
Person County, NC
Roanoke River Basin
Dear Mr. Alsmeyer,
Tony Sample, CPESC
Compliance Manager
PO Box 25 Butner, NC 27509
Please find attached, an application for a Nation Wide Permit #39 to cover mining related activities for this new mine
site. As per your inspection on February 7, 2006,1 have included the three areas we identified on site.
I will be sending a copy of this application to Cyndi Karoly with the N C Division of Water Quality next week.
Thank you for your time and assistance in resolving the questions concerning our new mine site.
additional information is required.
Sincerely,
Carolina Sunrock LLC
?lA 4?=-?---
ony am , ..E.S.C.
Compliance Manager
Please contact me if
[e-mail]
Phone: [phone]
Fax: [phone]
www.thesunrockgroup.com

Office Use Only: Form Version March 05
0030713
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
401 Water Quality Certification ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NW - 39
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details) ebe _ here -,J !7\
H. Applicant Information
1. Owner/Applicant Information AT','
Name: Carolina Sunrock LLC1L
Mailing Address: P.O. Box 25
Butner. NC 27509 {
Telephone Number: 919-575-4502 Fax Number: 919-575-4510
E-mail Address:___ [e-mail]-
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Company Affiliation:
Mailing Address:
Telephone Number: Fax Number:
E-mail Address:
Updated 1111t2005
Page 5 of 13
M. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Woodsdale Ouarry
2. T.I.P. Project Number or State Project Number (NCDOT Only
3. Property Identification Number (Tax PIN):,
4. Location
County: Person Nearest Town: Roxboro
Subdivision name (include phase/lot number):
Directions to site (include road numbers/names, landmarks, etc.): Take 501 north out of
Roxboro, turn left on Woodsdale Road (SR 1326), site is on the right approximately 300 feet
past the High voltage transmission line. (Approximately 2 miles past the intersection of SR
1326 and SR 1322).
5.
Site coordinates (For linear projects, such as a road or utility line, attach
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): Separate Sheet ON
6. Property size (acres): 304± acres
7. Name of nearest receiving body of water: Castle Creek
8. River Basin: Roanoke
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: The site has a long history of farming and has recently been
logged
a sheet that
°W
Updated 11/1/2005
Page 6 of 13
10. Describe the overall project in detail, including the type of equipment to be used: The site
will be mined using blasting and excavation with loader and truck The processed stone will
be loaded onto trucks and into rail road cars for off-site delivery. An on-site hot mixed
asphalt plant and a ready mixed concrete batch plant will also be constructed and will utilize
products from this mining operation.
11. Explain the purpose of the proposed work: The stream segments will be disturbed to
construct the rail spur, mine access road and pit area for the quarring operation.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
None anticipated.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
Updated 1111/2005
Page 7 of 13
1. Provide a written description of the proposed impacts:
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
separately list impacts due to both structure and flooding.
Wetland Impact
Site Number
(indicate on map)
Type of Impact Type of Wetland
(e.g., forested, marsh,
herbaceous, bog, etc.) Located within
100-year
Floodplain
(yes/no) Distance to
Nearest
Stream
(linear feet) Area of
Impact
(acres)

Total Wetland Impact (acres)
3. List the total acreage (estimated) of all existing wetlands on the property:
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
must be included. To calculate acreage, multiply length X width, then divide by 43,560.
Stream Impact
Number
indicate on ma)
Stream Name
Type of Impact
Perennial Intermittent t
? Average
Stream Width
Before Impact Impact
Length
linear feet) Area of
Impact
(acres)
1 Fill Intermittent 2' 100' 0.0046
2 Culvert/straight Perennial 3' 290' 0.020
3 excavating Intermittent 3' 470' 0.0323

Total Stream Impact (by length and acreage) 860' 0.0619
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dredging, flooding, drainage, bulkheads, etc.
Updated 11/1/2005
Page 8 of 13
Open Water Impact
Site Number
indicate on map Name of Waterbody
(if applicable)
Type of Impact Type of Waterbody
(lake, pond, estuary, sound, bay,
ocean, etc.) Area of
Impact
(acres)

Total Open Water Impact (acres)
6. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Imp act (acres): 0.0619
Wetland Impact (acres):
Open Water Impact (acres):
Total Impact to Waters of the U. S. (acres)
Total Stream Impact (linear feet): 860'
7. Isolated Waters
Do any isolated waters exist on the property? ? Yes J No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
8. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): I uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): dam/embankment and excavation
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): Plant process water
Current land use in the vicinity of the pond: Forestry
Size of watershed draining to pond:21 and 3.9 respectively Expected pond surface area: 2
& 1.6
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts. We have redesigned our plant
location and site entrance to minimize the affects of this_proiect on the stream system within the
boundaries of this propegy. We must utilize the existing rock type as it exists.
Updated 11/1/2005
Page 9 of 13
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/strmizide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
Final reclamation of this mine site will result in a major surface water addition (lake) for
this location. Associated perimeter wetland areas and wildlife habitat will be constructed as
part of the final reclamation of this site.
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://h2o.enr. state. nc.us/wrp/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Updated 11/1/2005
Page 10 of 13
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):_
Amount of Non-riparian wetland mitigation requested (acres
Amount of Coastal wetland mitigation requested (acres):
IX. Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes El No e
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ? No ?
X. Proposed Impacts on Riparian And Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify )? Yes ? No
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
Zone* Impact Required
i....,.. _e r--+N Multiplier
1 3 (2 for Catawba)
2 1.5
Total
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
Updated 11/1/2005
Page 11 of 13
` ©1 13
D LP
t cJ ir"
722
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or .0244, or .0260.
XI. Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss
stormwater controls proposed in order to protect surface waters and wetlands downstream from
the property. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level. A stormwater permit is required for this site and
will be applied for in the near future.
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
Individual septic tanks will be utilized on this site as needed.
XHI. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No J
Is this an after-the-fact permit application? Yes ? No
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes E] No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description:
Development of this site as a stone auarrv with a hot mix asphalt plant and a readv mix concrete
plant, zoned as Heavy Industry, will not stimulate additional development. High density
residential is not normally associated with mining and this site is extremely isolated and rural
and not subject to commercial development.
Updated 11/12005
Page 12 of 13

XV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
Updated 11/1/2005
Page 13 of 13
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
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#w.?.}
WooCisolale Quarry APR 2 G" 2006
Carolina Sunrock LLC
JISUNROCK 0
0to • D`1 13
CAROLINA SUNROCK LLC
May 10, 2006
Mr. John Domey
Division of Water Quality
NCDENR
1650 Mail Service Center
Raleigh, NC 27699-1650
Re: Carolina Sunrock LLC
Woodsdale Quarry, Mining Permit No. 73-02
Person County, NC
Roanoke River Basin
Dear Mr. Dorney,
Tony Sample, CPESC
Compliance Manager
PO Box 25 Butner, NC 27509
As per our telephone conversation on this date, please find attached a revised page 12 of our previously submitted
PCN'. This should address Item # 2 of your request for additional information dated May 4, 2006. It is my
understanding that we addressed Item # 1 on the phone to your satisfaction. It is also my understanding that Item #3
may be mute depending on the outcome of the inspection from the Raleigh Regional Office Staff.
Thank you for your time and assistance in resolving this issue. Please contact me if additional information is required
or if I misunderstood our conversation.
Sincerely,
Carolina Sunrock L C
ony L. ample, C.P.E.S.C.
Compliance Manager
Ls, L (
??,?'l9
MAY 1 2, 2006
' elL?"'' ii • 4Jf17 2 r TY
Cti
[e-mail]
Phone: [phone]
Fax: [phone]
www.thesunrockgroup.com

Dto-o`)13
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or.0244, or.0260.
XI. Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss
stormwater controls proposed in order to protect surface waters and wetlands downstream from
the property. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level. A stormwater permit is required for this site and
will be applied for in the near future.
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
Individual septic tanks will be utilized on this site as needed.
XHI. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application? Yes ? No
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ? No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.state.nc.us/ncwet]ands. If no, please provide a short narrative description:
Development of this site as a stone auarrv with a hot mix asphalt plant and a readv mix concrete
plant, zoned as Heavy Industry, will not stimulate additional development. High density
residential is not normally associated with mining and this site is extremely isolated and rural
and not subject to commercial development.
Updated 11/1/2005
Page 12 of 13
C C
' Michael F. Easley, Governor
t
?0 G William G. Ross Jr., Secretary
W
r North Carolina Department of Environment and Natural Resources

Alan W. Klimek, P.E. Director
Division of Water Quality
May 4, 2006
DWQ Project # 06-0713
Person County
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Carolina Sunrock, LLC
P.O. Box 25
Butner, NC 27509
Subject Property: Woodsdale Quarry
Castle Creek [030205, 22-58-13, C]
REQUEST FOR MORE INFORMATION
Dear Sir or Madam:
On April 26, 2006„ the Division of Water Quality (DWQ) received your application dated April 10, 2006,
to fill or otherwise impact 860 linear feet of stream (290 linear feet perennial stream, and 470 linear feet
intermittent stream to construct a rail spur, mine access road and a pit area for the quarrying operation.
The DWQ has determined that your application was incomplete and/or provided inaccurate information
as discussed below. The DWQ will require additional information in order to process your application to
impact protected wetlands and/or streams on the subject property. This project has been placed on hold
until the following criteria has been meet. Please provide the following information so that we may
continue to review your project.
, Additional Information Requested:
Please show all stream impacts including all fill slopes, dissipaters, and bank stabilization on the olk-
site plan, including the excavation and straightened piped portion of the channel.
2. Please complete Section XIV (Cumulative Impacts) on the application. Q.', st-JL
3. Compensatory mitigation is required for the stream impact for this project. Please provide a
compensatory mitigation plan. The plan must conform to the requirements in 15 A NCAC 2H
.0500 and must be appropriate to the type of impacts proposed. Your proposed restoration plan to
create lakes will not satisfy this requirement.
Please contact the DWQ within three weeks of the date of this letter to verify that you have received this
letter and that you remain interested in continuing to pursue permitting of your project and will be
providing the DWQ the requested information at a later date. Please contact me in writing and Eric Kulz
of the DWQ Raleigh Regional Office. If we do not hear from you within three weeks, we will assume
that you no longer want to pursue this project and we will consider the project as withdrawn.
This letter only addresses the application review and does not authorize any impacts to wetlands, waters
or protected buffers. Please be aware that any impacts requested within your application are not
401 Oversight/Express Review Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: httD://h2o.enr.state.nc.us/ncwetlands
NOn` Carolina
?turu!!y
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
11SUNROCK &
CAROLINA SUNROCK LLC Tony Sample, CPESC
Compliance Manager
PA)I I LEI y PO Box 25 Butner, NC 27509
R ECLIVED 2 0 0 6 0 7 1 3
April 18, 2006
Ms. Cyndi Karoly
Division of Water Quality
NCDENR
1650 Mail Service Center
Raleigh, NC 27699-1650
lp
tRe: Carolina Sunrock LLC
Woodsdale Quarry, Mining Permit No. 73-02 a,r,t
Person County, NC
Roanoke River Basin
Dear Ms. Karoly,
Please find attached, a copy of the Nation Wide Permit #39 submitted to the Corps of Engineers for mining related
activities proposed on our new mine site.
We would like to request 401 Certification for this activity in conjunction with the application to the Corps of Engineers.
I have attached a completed PCN for your use, along with a check for $475.00 as indicated in the PCN.
Thank you for your time and assistance in resolving this issue. Please contact me if additional information is required.
Sincerely,
Carolina Sunrock LLC
?. tom`
T y L. Sample, C.P.E.S.C.
Compliance Manager
[e-mail]
Phone: [phone]
Fax: [phone]
www.thesunrockgroup.com
11SUNROCK 0
CAROLINA SUNROCK LLC
April 18, 2006
Eric Alsmeyer
Raleigh Regulatory Field Office
US Army Corps of Engineers
6508 Falls of the Neuse Road, Suite 120
Raleigh, NC 27615
Re: Carolina Sunrock LLC
Woodsdale Quarry, Mining Permit No. 73-02
Person County, NC
Roanoke River Basin
Dear Mr. Alsmeyer,
Tony Sample, CPESC
Compliance Manager
PO Box 25 Butner, NC 27509
Please find attached, an application for a Nation Wide Permit #39 to cover mining related activities for this new mine
site. As per your inspection on February 7, 2006,1 have included the three areas we identified on site.
I will be sending a copy of this application to Cyndi Karoly with the N C Division of Water Quality next week.
Thank you for your time and assistance in resolving the questions concerning our new mine site. Please contact me if
additional information is required.
Sincerely,
Carolina Sunrock LLC
ony am , E.S.C.
Compliance Manager
[e-mail]
Phone: [phone]
Fax: [phone]
www.thesunrockgroup.com
I Complete items 1, 2, and 3. Also complete
a to
item 4 if Restricted Delivery is desired. ? Agent
I Print your name and address on the reverse GUG? ? Addresses
so that we can return the card to you. 13eceived by (Frln ed Name) C. Date of Det'^er
I Attach this card to the back of the mailpiece, Oif}`
or on the front if space permits.
D. Is delivery address different from item 1? ? Yes `
Article Addressed to:
sc??le Quc? rr?
u%ood If YES, enter delivery address below: 13 No
Carolina Sunrock LLC
P.O. Box 25
Butner,NC 27509 .
DWQ# 06-0713-Person
S rvice Type
Certified Mail
Express Mail
? Registered Return Receipt for Merchandis<
? Insured Mail ? C.O.D.
4. Restricted Delivery? (Extra Fee) ? Yes
Article Number
(Transfer from service /abed 7305 1160 0003 9954 6368
0 c...... QQi 1 C-k-..,.., nnnn n_...,....._ o_...... o___._. ....,._? .._ ...?.
RESEARCH'TRIARK-b
UNITED STATES POSTAL SERVICE 1_lc3(
ostage &
LISP
N C 276
• Sender. Please print your name, address, and ZIP+4 in this box •
NC DENR Division of Water Quality
401 Gversight/Express Unit
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604
CAROLINA SUNROCK LLC
DATE INVOICE NO.
4-21-06 06APR475
DESCRIPTION
401 CERT WOODSDALE
082933
INVOICE AMOUNT I DEDUCTION 1 BALANCE
475.00 1 .00 1 475.00
4-21-06 CHECK \ 82933 475.00 .00 475.00
1 NUMBER /
DWQ# Z o 06 o 7 13
Plan Detail Incomplete
Date
? Please provide a location map for the project.
Who Reviewed: 0
M Please show all stream impacts including all fill slopes, dissipaters, and bank stabilization on the site plan.
? Please show all wetland impacts including fill slopes on the site plan.
? Please indicate all buffer impacts on the site plan.
? Please indicate proposed lot layout as overlays on the site plan.
? Please indicate the location of the protected buffers as overlays on the site plan.

? Please locate all isolated or non-isolated wetlands, streams and other waters of the State as overlays on the site plan.
? Please provide cross section details showing the provisions for aquatic life passage.
? Please locate any planned sewer lines on the site plan.
? Please provide the location of any proposed stormwater management practices as required by GC
? Please provide detail for the stormwater management practices as required by GC
? Please specify the percent of project imperviousness area based on the estimated built-out conditions.
? Please indicate all storcnwatc? outfalls on the site plan.
? Please indicate the diffuse flow provision measures on the site plan.
? Please indicate whether or not the proposed impacts already been conducted.
Avoidance and/or Minimization Not Provided
? The labeled as on the plans does not appear to be necessary. Please eliminate the or provide additional
information as to why it is necessary for this project.
? This Office believes that the labeled on the plans as can be moved or reconfigured to avoid the impacts to the
. Please revise the plans to avoid the impacts.
? This Office believes that the labeled on the plans as can be moved or reconfigured to minimize the impacts to the
. Please revise the plans to minimize the impacts.
? The stormwater discharges at the location on the plans labeled will not provide diffuse flow through the buffer because
Please revise the plans and provide calculations to show that diffuse flow will be achieved through the entire buffer. If it
is not possible to achieve diffuse flow through the entire buffer then it may be necessary to provide stormwater management
practices that remove nutrients before the stormwater can be discharged through the buffer.
Other
? The application fee was insufficient because over 150 feet of stream and/or over 1 acre of wetland impacts were requested. Please
provide $ This additional fee must be/received before your applicati o can be reviewed.
( Please complete Section(s$on the applicat rm. (Z-)AVA W(Q vQ j q
?I
? Please provide a signed copy of the application.
? Please provide copies of the application, copies of the site plans and other supporting information.
? Please submit electronic CAD files showing via email to [e-mail] and CD:
Mitigation -tom YL
? #fQanpensatory mitigation is required f for this project. Please provide a compensatory mitigation plan. The
plan must conform to the requirements in 15 A NCAC 2H .0500 and must be appropriate to the type of impacts proposed. ru,, -
t
? Please indicate which 404 Permit the USACE would use to authorize this project. r-5v C "K
,??
s06 5
, o.:
" ~
I
i
Proposed Woodsdele Duamy 3RBR006
PRESSURE RELIEF PersanCoudy Carali~ Saamda LLC HOLES 1/2" DIAMETER NOTES: wikes~rxx,hdermsdlseriea(HSC~)
3 67 WASHED STONE Sedim erd Trap C doJatbns
Method 1 1. THE CYLINDER MUST BE
O o O A 0 0 A FIRMLY FASTENED TO THE TOP Sedmert vdume Taal Basn sp9ney
LEVEL PORTION CREST AND CONTROL SECTION ~ OF THE RISER. Drdrege Di9urbed SCS wage Staage storage storage wdlhx Bean Botlom Spiilvay side Trop/ area kea Number 2Yr24h Required' Required" Requied depth Length Depth(11) Widh(k) Depth Slopes A 1.50 0.75 93 3.00 1421 12251 13672 3 40 x 120 5 10 1 2:1
9' - ~ - 2. SUPPORT BARS ARE WELDED B 2.00 t.eo s3 3.00 2~4 1633s 1as~ 3 40x160 5 10 1 z1
j.j.j jlj Ijljjjljl j.j.j j l . o 0 0 - - TO THE TOP OF THE RISER c ,.30 1.00 93 3.00 szo ,oss ,223e 3 40x120 s ,o , 2, D 1.23 1.23 93 3.00 1928 10096 11974 3 40 x 120 5 10 1 21
I~Ijlllllllll IIIIIIIIII j l j l j - FLaw - OR ATTACHED BY STRAPS E z.sa z.5o s3 3.00 39s8 zo41s 23917 3 aoxzro 5 m 1 z1 o O BOLTED TO TOP OF RISER. F o.so o.so 93 3.00 ~5 735, azss 3 30x 90 s 10 , 2,
I I ~ 30" DIA. ALUMINUM BARRELL ~ ~I , O 0 0 HorseStxaeFiterN1 3.50 3.50 93 3.00 4640 X586 33226 3 SOz222 5 HarseShoeFilerl2 4.40 4A0 93 3.~ 5688 X937 41624 3 50x278 5
I 1.5 EXIT SECTOR Horse shoe Filer N3 5.10 5.10 93 3.00 5181 41654 47135 3 50 x 315 5 HorseshoaFilaA4 2.70 2.70 93 3.~ 3731 22052 25783 3 50x171 5
BERM ~ W g' 4 SCH. 40 PVC WELD Horse shoe Filer N5 2.40 2.90 93 3.00 3380 19frti)2 22982 3 SOz155 5
NOTE: NEITHER THE LOCATION NOR ALIGNMENT OF THE CONTROL PLtllV ' Vc=18TA'E4 (Cu Ft)
EMBANKMENT SECTION HAS TO COINCIDE WITH ~ THE CENTERLINE OF THE DAM Vs•3630(QJ(A) (Cu Ft)
60" TACKWELD
~ ALL AROUND Maxraun
APPROACH CHANNEL - Elevation travel 18" irapi: Charge rtstarce Tc 025
~ INLET OF DRAIN IS TO BE MIRAFI 140N OR EQUAL COVERED WITH MIRAFI 140N _ _ SUPPORT BAR u 2o.ro 263.00 z s.7s
PLAN AND BOUND TO PIPE WITH 2 (#6 REBAR MIN.) B 20.00 375.00 z~ s.oo C 12.00 445.00 3.5 5.85
STAINLESS STEEL CLAMPS D 10.00 346.00 2 6 5,54 i E 20.00 X2.00 22 18A0
8" MIN. F e.oa zs7.rro 2s sso ' Horse Shoe Filer ir1 42.00 662.00 32 15.75
NOTE: Horse shoe Fita /2 52.00 SOD.00 2 19b0 Horse Shoe Fita M3 62.00 740.00 3 2 2295
TOP OF DAM TOP VIEW UPON FINAL STABILIZATION OF DISTURBED AREAS, ALL SEDIMENT ACCUMULATED Horse Shoe Fiter i4 56.00 5.00 2Z 12.15 Horse Shoe Fita i!5 46.00 640.E 3 10fl0
DURING CONSTRUCTION SHALL BE REMOVED TO THE BOTTOM ELEVATION OF THE NOT TO SCALE PERMANENT SEDIMENT STORAGE SHOWN. 2 0 Minor um LengBr of base shoe filter o 25 feet.
THE MAXIMUM OF HEIGHT OF DAMS SHALL NOT EXCEED 14.5' AS MEASURED FROM
THE TOE OF SLOPE ON THE DOWNSTREAM FACE OF THE DAM TO THE TOP OF THE RUBBER SEALED RISER
DAM. WEIGHT ACTIVATED
~ FLAP VALVE IS ISOMETRI DIAMETER C 8uirn andseotmentCocrrd Surtaca fYn!y.Narxaaa 21CgnkarOweEr6,medEal
SECTION A-A - - t
42'-0" Temporary pireraions
1= 3 ~ ~li I 1~ ~ ANTI -VORTEX DEVICE l~ry dissrainns rite brims tt d~clwx. D;vrasaoca ma. a15D
I~I~ 30 ALUMINUM BARRELL ~ 6" ABOVE NORMAL POOL OF EXIST. frV x canhatatiau of ban's 9f1~ ditdrts iasnll~l ro door mnofT
~I I I~I~Ir-,~Ir-,1u~ll~lr~l~lll~l STREAM ELEVATION xtoSe sWpir+E lead to aptalatat~tcd dcsvnatim. Thasc ' dncasimsdarectxdirocaNaden,raratintosedimentaadrrd e-~
J li _ _ - _ _ - - - - .T. ~ ~ suuclurm, ss~a~csu r _ r
2 0 I 4 SCH. 40 PVC (SeeiiR,rreT2.3,TernvoraryTfireniuoBtrmDdd and eawiarwr'~ ~4M'
D + 16° MIN. F'iptrce l2-4, Tempanry Caeabinslioa °iveraioa and Berm baav~rsaumrm lktrril forthe mrtect ialallation of ttc5e rneasuns.) .near '1aa6oprae0
COMPACTED IIII 11= Ilp
CROSS-SECTION AT CONTROL SECTION CLAY _=11N1111 .IIII=_IIII naaa.a5re>h.ea*«vr,:r ~ru,aara,«unno«.a~ IIII=TIN= - .IIII
IIII=_IIII=_ 1111_11 = ; n. a". "xa or.+o„rgx
=III=III =_IIII=IIII r-~- ~ =IIII= IIII=IIII= er~ra,. i. s „t Re,caro ~
OUTLET PROTECTION III=IIII :::::::::::::::it:ir:r:;::::::::::::{c::i:::i. _ r - =IIII-IIII , ~''1i~~ ?IwFM:.~ eyrr - NA~NIlI'~IY ~i~ IIII_1111= IIII=IIII=_ r~ r(r~Bsla. V ~~1~!\~,~°,~,--~ t -
EMERGENCY SPILLWAY DIMENSIONS "U" d50 RIP RAP "V" THICK TRAPEZOIDAL CHANNEL =_IIII - 1 r,. r ; ` -1111-IIII oar C , ~ ~ ,{i Pu e: ~ i\`~"• 1gaa4AasT~rarP~rasMYM~intwnaddirwMrPaM .1111= - ~ I1 ~ b ; / ;~i'\,`%?.! ~~i : aawaa t%.
"o• d50 RIPRAP -R' THICK W/ s• OF t67 FlLTER STONE WITH 6" OF #67 FILTER STONE CHANNEL SLOPE _ 'S" „ . =1111_1111 _1111 - `~1[.\`•, I I , _ I_ Y•- IIII=_ IIII=_ ~ ~ ~ '
eoTTOM WIDTH = 'r La = W ft. W = X ft. SIDE SLOPE = 3:1 _IIII =1111 -1 _1 - lrrstannlon ~.aa~+p~rorara.amQ~~a,r.u~:.tl - IIII= p _ _IIII_-= i - ~ ~ - >tar,>mva.rm,a+t.aflw.
=1 _IIII =11tl
CONTROL IIII -IIII=_ I IN=_ rue :anU~: s 4r f d ;r, HArdr~n.waaodaaraJeM.mmuetrridte,4tlBMsMatidr - - 1=1111=IIII i fnwn:~ rr e. Nr:,nar. a ts:rd mi cr. b.+d: I=- _ ~ kbro n;r •;141•,k$a o:ti.. rromaW6,a„ved Orlo~m6r~rks yywdarrely l4'°1s0. ~
SECTION Q 1/8 DIA. IIII_1111=L 11111=IIII= 2, vo;-~o+:;~,,,1., rwo~ttya~'«~d»e,nA ~ ~ ~~„uu_uu _ -IIII=IIII ,xsz..,::,
- EXfT CHANNEL SIDE Y ~W I WATER SURFACE NOT TO SCALE IIII=_IIII=11 _IIII=IIII=IIII=IIII=IIII=IIII=11111111=_1111=_ ,0.'"s'''"'i'''ll`''°'r"'~""''"'' =IIII° -1111=IIII=_IIII=IIII=IIII-IIII=IIII=_IIII mra~ao.rrew~'q+e5. rr~ol~r~
STAGE (Hp) IIII= -_IIII_IIII=_IIII=IIII=IIII=IIII=IIII=1111 =_N1=1111 III-11N_IIN= ~,-r;~„~ t~t~~en,B~eoimrao0)~aheraarr}Yor.lt~rer"dserooW
APPROACH 2% CHANNEL MIN' I ~ EXIT SECTOR 11N=1111=_ 1111= IIII =1111 aerr0~brt""e/'
20' LEVEL I SHAPED CLAY =IIII=IIII Illellll=_ biatWd°""°°°r~°M`"F~"'ar'~0°°?~ra'tld°~1t01r BEDDING fipvcl2.7. T9spararyD4amiw8e,m°etil i~.krtAru.erpdireodMnsui+pmpersrYrrmre~ai~s
- OR GREATER I - I I
S~ TOE DRAIN BARREL DETAIL
PROFILE ALONG CENTERLINE DIMENSION CHART
,f
_ - . - DAM ELE~ ANTI- DAM ELEVATIONS PIPE DIAMETERS EMERGENCY SPILLWAY OUTLET PR T
FLOTATION 0 ECTION
EMERGENCY SPILLWAY A B C D D E F G H I J O~O* P Q R S T U V W X
P ND 391 390 0 2 393.0 .5 .0 D.0 383.0 excavated 382.0 1-60" 1-36" 1-30" 4'-0", 4'-0" 2~ 6" 9" 10% 25' 13" 22" 15' S'
POND 1 379.0 377.5 376.0 6.0 369.0 367.0 365.0 1-60" 1-36" 1-30" 4'-0", 4'-0" 2' 6" 9" 10% 10' 13" 22" 20' S'
I.. "iR7 m N ~ I I
15
EMBANKMENT ANO CUT-OFF FlLL
TOP OF TOP OF SETTLED DAM ELEV `A"
MATERW.S MUST BE FREE OF VEGITATED MATERIAL, TOPSOIL, DEBRIS AND STONES. OBTAIN SUITABLE 0
MATERIAL FROM EMERGENCY SPILLWAY AND/OR QUARRY PIT. EMEI 3 - - - - - - - EMERGENCY SPILLWAY ELEVATION ELEV "B`
COMPACT IN 6" LIFTS USING RUBBER TIRE 1 3 EQUIPMENT OR SHEEPS F00T ROLLER. - 3 "H" DIA ALUMINUM " Ems' "C" ELEV. = 238.00
(95% STANDARD PROCTOR) 1 ANTI-VORTEX RISER 12 MIN.
8° MIN. PERMANENT WATER STORAGE
8" DIA. ALUMINUM PIPE i ~ ' 'R^" I
"I" DIA. ALUMINUM 8" CANAL GATE
ARMOUR THE SLOPE TO THE RISER PIPE (WATERMAN No. C-10 R-SEAL OR EQUAL)
ELEVATION SHOWN ON THE ELEV. „E„
MINE MAPS ,
RUBBER SEALED 2' MAX. SEDIMENT STORAGE
WEIGHT ACTIVATED REL
FLAP VALVE M BARRELL DIA. A( 30 ALUMINU WITH HUG "3" DIA. ALUMINUM BAR INTS WITH HUGGER BAND JO ~ ELEV. "F" BOTTOM OF POND - 6" 4 , • , RIP-RAP DOUGHNUT
. r.
OUTLET PROTECTION 1.1 1.1 °0" x °0'~ x °P" THICK 3000 PSI
"U" d50 RIPRAP "V" THICK W/ 2.0' S OPE SLDOPE 6" OF x`67 FILTER STONE CONCRETE ANTI-FLOTATION PAD
Lo = "w" rt w = 'x' rt wv. otrr 'c' 4" SCH. 40 PVC FOUNDATION PREPARATION
10' CUTOFF TRENCH (TYP) 1. REMOVE ALL TREES, STUMPS, BRUSH, BOULDERS, SOD, AND DEBRIS. BENCH (TYP) 2. REMOVE ALL STONES, AND SAND FROM EXISTING STREAM CHANNEL
LENGTH- ENTIRE ENBANKME WIDTH- 10' ENTIRE ENBANKMENT 0'
DEPTH-EXTEND 12" INTO IMI ?END 12" INTO IMPERVIOUS o
LAYER (4~ MINIMI YER (4~ MINIMUM)
PRINCIPAL SPILLWAY DETAIL
NOT TO SCALE
TLS 7/20/05
BGB 7/20/05 PO Box 25
Butner, NC 27509
BGB
BGB 919) 575-4502
0 100 200 400
IL
qp
L J . ~`_L r% -
i

I II -r ~ _ ___T.~ I s;
Y
I I~ VARYffiF
II REVEGETATION PLAN Shoff Rock Berm W/S i<<wa De P Y fiai~
SPRING -FALL - ~PINTER SEED MIXES ~ 1~ I Irl ,B eA ~ •eeE ~wfmMTe wlla INot to Scale) Overburden t'
r~ I'pu mue be ~IDmd rev the 1s.3,zr ~s~ stom. eafem+M 2 .weir - TO ff mn
UTE WINTER /SPRING RATE (FEBRUARY-APRIL) rwnhCaaioaFnimaoslc0>o<mlvlammymt Umga Ahoal far skfaiW d~ l:aMn Rt>ck Highwall 10'
PENSACOU BAHIAG'RASS 25 be PER ACRE RYE GRNN 40 Ibe PER ACRE to prcau scd~et tram ~eio4 the inks and efa pipe; a base y Typical safety ei0e1~ 35 Bench ~ B 3'
TALL FESCUE 100 Ibe PER ACRE aeoe 5lb hem may be aeta0ed Sce F'Rurc 1E•L6 Nerx~ S SERKFi1 LESPEOEZA 30 Ibs PER ACRE Fitr B~ Omil t0 r
KOBE LESPEDEIA 10 Ibs PER ACRE rr 70. Shat Ro[k Berm ~ g ewn - ~ ShN Ro[k Berm 6 Rip Aap fffFnnnC ~„M~~~~~
_-,r'.~`a ~ to aaeeweaae SUMMER RATE (AUGUST) ~ r-- ,F /0e,,,~ etc Front View Nwew¦e•+.~nm MM 44•rM Wlhmmel pmiaanr
;.aa ~-8s~, - a,~~~~°.,r ..i.~l Ntoa eeeo wu ~ a eww PENSAWIA BNNAGRASS 25 IM PER ACRE F,, er"'aMN°>er~"~" 1810[ neK aru e A I/MM d me e•mc iM c[~laxe ar N 801x NO feL let ~ ~ mwrN 3f[N
~ GERMAN MILLET 10 Ibe PER ACRE ty, - ~ ~ema'ae. ~ a~ ~ sr CREST AND CONTROL SECTION TAIL FESCUE 100 Ibe PER ACRE ~ -_i:i , ; "I"~~ wetawc>awEM'^'°I LEVEL PORTION -I ~ .~y`,3,+t1uJ~?~~ ~::h,,K:,~ eraeaeeeaane. auw ~I/AO~G 118 ~ ~ 1r 15 H MX~ Wp4 tlRa/ aro 1eM IndrM a+M Sae i1mIC Bel E WII f00 # nuel emmC ~ I Mr erta WNM NIR
SERICEA LESPEDEIA 30 Ibe PER ACRE - ~ oraca r u®el~l[ eu tac K08E LESf'EDEIA 10 Ibe FER ACRE ~ ~-t ~ ~ ~ n ~ ` : j # a ~ ~ roR a iaoo a wa ~IaruBMIE lf~i8lem ~ JL MIkdWISI M1Prrrrf ~m~rr ~ Pit U stream trrlw yn[ampMn ~ ~ ae ~ oleo ar ~ P
. I . I . I . I - - _ nm amn awu ea ed ¦ x !.I.I.I.I.I. I..I. ..I.I.I.I... . FALL RATE (SEPfEIA~ft-OCTOBER) i ~ ~enK.nt>orarlear nor rase amu a re' a lean °0f Slope 1 ~ T ~ tMBx EET e a nt a-reiael met oa me mlaa aer err a r
i PENSACOU BNIIAGRASS 25 Ibe PER ACRE ~ a A' M00 N °W" emmxewuerA,ara Typical Highwall Protection leas eo a A / 1e0 a aOIR
. I . I -FLOW RYE cww+ 4o Ibe PER ACRE ; I + mm~iortinx ~rl ~ s ~ TALL FESCUE 100 Ibe PER ACRE eer ~O7 s~ 1d° _ me• IABe Bel a aeioet W ~ m o 1~ 1a~a *wn ~ r~aauc a 1e1 v oleo aer. r a p eaE m8 e ~ A me8x lore.
N (UNSCARIFlED) 30 1 0 ~ AcRE Perspective View Not to Scale Side View
III EXIT SECTOR Tl BERM ~'e k i'vhs TEMPORARY SILT FENCE
I ~ ~ ~ I NOTE: NEffHER THE LOCATION WINTER PATE (NOVEMBER JANUARY) TEMPORARY SEEDING ONLY _xml4msr`x~ N y^
NOR ALIGNMENT OF THE CONTROL BEIWEETI NOV. 1 AND JAN. 31, F'TtOVIDE TEMPORARY SEEDING TO Win- ;rc.r: SECTK)N HAS TO COINCIDE WITH STABIDZE SfTE FOLLOWED BY PERMANENT SEEDING IN ACCORDANCE `ty~, I 160 feet 38' CNP
~ EMBANKMENT THE CENTERLINE OF THE DAM 1 TM~ ~ s"TMS• ~ i - Construction Sequel y. `11Ct10n Sequence Inbt Protection-10' Ckea B Outlet Protection 30' Clore B ~1ro xm~ Roan ~ i
RYE GRAIN 120 Ibf PER ACRE =Tees%,a.:;a ~ ~ ~ . • • Apply for Mining PE for M' Permit. Mex. unear aeturbena no' mmg ~ Pipe Slope 0.5% ~ 1ca•xw^craPlaaxr~Rasa
FERIAJZER ALL sFASON *~3 t?r ` . * a r,x ~~-x~ Stake off Clearing 1 off Clearing Limits. m • a
APPROACH CHANNEL rrtcs:+«r.: -t• Sc~ra~. _x ~ -heal Obtain Mining Perm ~ 10-10-10 laoo IbJ PER ACRE Obtain Creek Crossi 1 Mining Permit. o ~ o a ~8~~ l Creek Crossing Permits from COE & DWQ.
GROUND AGRICULTURAL DME 4000 Ibe F'ER ACRE $edIOR thlu Basin, FIRer, ADd Culvert Plpe GRAIN STRAW MULCH 4500 Toe PER ACRE Apply t0 Rail Road to Rail Road for spur permit. 2
PLAN e~ ~e M~cN ~ ~ AN~oREO a+E ~ ~ ~ Clear initial areas initial areas to be disturbed. -r 50' - , , , ,
1 WrTH ~ roe: ~ Install temporary ~ 2. TACK wm+ ASPHALT EMULSION -400 GAL PER ACRE • • r~u•aa w~s~ruaaeo.ee:t Grub cleared areas 1 temporary erosion control measures. t° ts' 20' t E~..:;; cleared areas and ash up stumps to burn. b^R~
Install permanent p T ical buffer w Overburden 1 permanent measures to protect from ofisite YP
NDTE: Aas:j:93a .YaM Casio ~ICrhgnlolEru:GrmsR, ream sn Neaati eeaeurr,"s ±7.13 sedimentation. lentation. DiS OSaI 8 ~ ~ ~ $ s $ $ $
UPON FINAL STABILIZATION OF DISTURBED AREAS, ALL SEDIMENT ACCUMULATED FOLLOW RECOMMENDATIONS PROPOSED BY THE NC WILDIJFE REXOURCES COMMISSION Stabilize disturbed DURING CONSTRUCTION SHALL BE REMOVED TO THE BOTTOM ELEVATION OF THE on as feasible. p - $ $ ~ $ $ $ $ ize disturbed areas with vegetation as so stripping area for pit development. ,e, ,e,
PERMANENT SEDIMENT STORAGE SHOWN. Begin Stripping arE Begin filling plant filling plant sites.
THE MAXIMUM OF HEIGHT OF DAMS SHALL NOT EXCEED 14.5' AS MEASURED FROM Begin construction construction of entrance and associated screening. ~ ~
THE TOE OF SLOPE ON THE DOWNSTREAM FACE OF THE DAM TO THE TOP OF THE Construct Pond 2 DAM. Construct haul roa tact Pond 2 and recycle ponds. Not t0 S C a I e tact haul road and associated S&E measures.
Construct crushing tact crushing plant. •
Anti Floatation Block Calcs: Begin mining. mining. /SUNROCK ~ ~ ~~9~'" "n
Construct Pond 1 54" Riser 5' x 5' x 2' tact Pond 1 as needed. r«~ ~ ar,nerm - e~ seer - me.e meet r Sempl.
• f- 3
1~ 54/12 = 4.5/2= 2.25 x Pi = 15.9 x 6 x 62.4 = 5952.96 (Buoyancy) x 1.15 (Safety Factor) = 6846 Ibs 11~ I 5 x 5 x 2 - 50 (Cu Ft) x 162.3 (Ibs/Cu Ft) = 8115 Ibs (>6846 ok)
i ~ 1' I ~I~ I 48" Riser 5' x 5' x 1.5'
I . , Il~ll~lk~ll~lk~l~llt~ll~ll~l
48/12 = 4/2 = 2 x 2 x Pi = 12.6 x 6 x 62.4 = 4717.44 (Buoyancy) x 1.15 (Safety Factor) = 5425 Ibs " T " 5 x 5 x 1.5 = 37.5 (Cu Ft) x 162.4 (Ibs/Cu Ft) = 6086 Ibs (>5425 ok)
30" Riser 3' x 3' x i'
i 30/12 = 2.5/2 = 1.25 x 1.25 x Pi = 4.91 x 4 x 62.4 = 1233.02 (Buoyancy) x 1.15 (Sofety Factor) = 1418 Ibs
CROSS-SECTION AT CONTROL SECTION 3 x 3 x 1 = s (cU Ft) x 162.4 (Ibs/cl1 Ft) = 1460.7 Ibs (>141e ak) I
36"Riser--5'x4'x3'
36/12 = 3/2 = 1.5 x 1.5 x Pi = 7.07 x 9 x 62.4 = 3970.5 (Buoyancy) x 1.15 (Safety Factor) = 4566 Ibs
4 x 4 x 2 = 32 (Cu Ft) x 162.4 (Ibs/Cu Ft) = 5196.8 Ibs (>4566 ok)
EMERGENCY SPILLWAY DIMENSIONS TRAPEZOIDAL CHANNEL
'0" d50 RIPRAP "R' THICK W/ 6" OF X67 FlLTER STONE CHANNEL SLOPE _ "S"
BOTTOM WIDTH = "T" SIDE SLOPE = 3:1 DIMENSION CHART
X01 DAM ELEV ANTI- DAMELEVATIONS PIPE DIAMETERS EMERGENCY SPILLWAY OUTLET PROTECTION
RECYCLE EXIT avNNEI FLOTATION
WATER SURFACE ~ PONDS
sTACE (HP) A B C D APPROACH D E F G H I J 0~0* P Q R S T U V W X
CHANNEL M1N' 2x I I _ EXR SECTOR
I ~ 2D' LEVEL I I~~~~ ~ _ POND A 427.0 425.0 I 420.0 ~ ' 6" 9" 10% 10'
i , OR GREATER i'- - i S _
100' I POND B 426.0 424.0 ~ 420.0 - ~ 6" 9" 10% 10'
I II ~
PROFILEALONG CENTERLINE a n 0 r
POND C 426.0 424.0 ~,idVl~~,ii~, 420.0 6 9 10% 10 i
_ -
EMERGENCY SPILLWAY i ~I
i~
15'
KMENT AND CUT-OFF FlLL
TOP OF SETTLED DAM ELEV. 'A"
MATERIALS MUST BE FREE OF VEGITATED MATERIAL,
TOPSOIL, DEBRIS AND STONES. OBTAIN SUITABLE MATERIAL FROIA EMERGENCY SPILLWAY AND/OR QUARRY PIT. _ _ _ _ _ _ _ _ _ EMERGENCY SPILLWAY ELEVATION PION ELEV "B"
3
COMPACT IN 6" LIFTS USING RUBBER TIRE ~ 2 EQUIPMENT OR SHEEPS FOOT ROLLER.
(95% STANDARD PROCTOR) 1
~
J ~ _ Y -
i ~ ,a r' ~ I rue
f 4
~i~t i
~I ~I ~ ~~I~~ !f'%
r.
EXCAVATION TO INCREASE CAPACITY

4~1`~~
BOTTOM OF DAM "G" ~ FOUNDATION PREPARATION
I 1. REMOVE ALL TREES, STUMPS, BRUSH, BOULDERS, SOD, AND DEBRIS.
+ I 2. REMOVE ALL STONES, AND SAND FROM EXISTING STREAM CHANNEL

RECYCLING POND DAM DETAIL
NOT TO SCALE
TLS 7/20/05
BGB 7/20/05 PO Box 25
Butner, NC 27509
BGB
r~r (9191575-4502
nun
0 100 200 400
ry
II `
- -
oil,

•
CERTIFICATION OF APPROVAL , 'pro ~y~`a~ P~,~ ~tiY RISER BARREL CALCULATIONS -Pond 1
Virginia BY THE PLANNING AND ZONING BOARD Pttso° cowry r a speed use Peamt ~e mnera aoa bnwaa are tarn fmm a surnmy prepued by Pad L Bailep, RIS1561, dared March, 1985 and deswba DRAINAGE AREA = 21 ACRES
North Carolina THE PERSON COUNTY PLANNING 650 in d,e peaty Cw°JRe~re fo`~Deeds. ndaiu alBr k34y'Pags 6M19& $ ~m ~ depicted ~ DESIGN STORM = 50 YEAR & ZONING BOARD a survry by Ernst B. Wood, ~c, RIS-7648, dared 1992 and asaded o, tM
Person C°wty Reistry a, Plat Cabnet 7, Page 76-4 and recoaded N tk Persw DETERMINING TC FIG. 8.03a HEREBY APPROVES: CounryBegiare<ofDeeda~Bo°k3,t,Pager35,>uaddinomlinfwmdm misery t° aatiafy ~ rem" fna d~ speaal use Perm„ ~a nbtaired FROM FIG. 8.03e TC =13 MIN. I = 7.0
Ikni~an~eeon sy9reCm ((,t~T~Beu ~asa°,e~"c~n~a~a~a DETERMINING FLOW -CIA C~.30 I=7.0 A=21
aupptied by,hc paztisio°n, u.m~a dw~, ~,u. Winaa n~~d a~am Q = 0.3(7.0) (21) = 44.1 C S WOODSDALE QUARRY, ASPHALT, ~"~'"'°°°~bar"" day°f Zoos.
AND CONCRETE PLANT SINGLE BARREL DESIGN
srr>J FROM TABLE 8.07a
USING H=11' 365.0 INVERT 376.0 WATER LEVEL 1.5' ABOVE SPILLWAY
30" CMP WH,L CARRY 62.4 62.4 CFS > 44.1 CFS (OK)
FROM FIG 8.07b
Q=82 CFS H=1.3' USE 36" IN. RISER > 44 CFS (OK) ,
DATE PERSON COUNTY CHECKING UPLIFT ANCHORING
William]effels,et.al. ~~Theo hilus effers DIRECTOR Pm~m~ RISER = l 1' (7.07) (62.4) = 4852 #
143.50 ac. DB&P 2]]/167 P J WOODSDALE Record # 592 ,~ti & J. Blonde] ].0 ac. PLANNING & ZONING BOARD ""'°ap1e'"m"`ypu'°~~wt RESISTIVE FORCE = 4852 # (1.15) = 5580 # `°bemen=aea°`"~`"`°`°a`°°°'~` CONCRETE PAD = 3' THICK (162.3) (4') (5') = 9738 5580 # (OK)
~+ti DB&P 177/366 ~ Record 596
ENERGY DISSIPATOR OUTLET VELOSITY 12.6 FPS, ZONE 3
Betty & Wade H, Jt. saNnti,rp,~°fr~u~t,and~~reafnma,~d,~,~t, DISSIPATOR=20'LONG CLASSBSTONE 22"THICK ,apmfessioml Fnzirea, °erswallyappaad EMERGENCY SPILLWAY -TABLE 8.07c
VICINITY MAP ~ Pazhazn,1.00ac, Fred Mitchell ~ \ DB&P 127/399 fi ~f~ s m r~ ~ o ac~'.kna ~d t ~9 of non of'de ~ ~tw~r. WIDTH - 28 FEET IN NATURAL GROUND, DEPTH -1.5 FEET
o ~ Record # 269 172.00 ac. Home & John Wilkerson ~ N G
DB&P ]33/507 0.28 ac., DB&P 219/330 o. ~ RISER BARREL CALCULATIONS -Pond 2
Record # 142 Record # 157 ~ e ~ ~ ~ ~ N M William Jeffenes 4 PuN~ DRAINAGE AREA = 3.9 ACRES My aommiaainn epic: DESIGN STORM = 50 YEAR
' A ~ ~ ~ et,al., 1.5 ac. Wy Vicentia L. Blooks ~ ci b "4
~ ~ o Record # 23583 ~,a~ 44.00 ac. DB&P 224/646 + + Sonja Beauford & Q~ v ~ + + ~ DETERMIMNG TC FIG. 8.03a + + + FROM FIG. 8.03e TC = 8 MIN. I = 8.0
r 32 Robin Jeffers, 0.57 ac. N ~ ~ ~ Reco d # 5 Cv ~ ~ ~q DETERMNNING FLOW =CIA C=0.30 I=8.0 A=3.9
~ DB&P 496/405 O ~ Record # 594 m ~ / _ .4S oo b Q = 0.3(8.0) (3.9) = 9.36 C S
~ 0 ~ ~8 s Addie Pet SINGLE BARREL DESIGN Addie Pettiford FROM TABLE 8.07a
~ Jce Clay 0 0 ~ ~ ~ - 1.82 ac. L 1.82 ac. DB&P 222/412 USING H=11' 382.0 INVERT 391.5 WATER LEVEL 1.5' ABOVE SPII,LWAY
Alfred G. Ragland • ~ 1.00 ac. ~ ~ ~ ~ Record # Record # 20192 30" CMP WILL CARRY 62.4
].00 ac. C'4 , ~ ~ ~ ti Record # 24] ~ _ Record # 304 ,ti ~ : ~ j ~ \ _ 62.4 CFS > 9.4 CFS (OK)
C.B. Jr. &W.R ° ~ 4 ~ ~ i ~ ~sr - Robertson Myrtle Lever 1 ~ o , l ~ FROM FIG 8.07b
13.00 ac. DB&P 101 /23 0 + ~ V ' ( ~ ' ~ i 1.00 ac. L ~ p ~ l ~ ~ ~ Q=82 CFS H=1.3' USE 36" IN. RISER > 44 CFS (OK)
Carl & Edna Smith Record # 377 Record # t169 ~ ' V~~ AI Inspection and Maintenance CHECKING UPLIFT ANCHORING
DB&P 157/337 8 Q iii All erosion and sediment control RISER =11' (7.07) (62.4) = 4852 #
Record # 516 8 Luna o D ' ' h ~ ~ ~ 9 ~ ~ J fj 1.~0 ac. ~ ~ ~ ] 3.18 ac. ~ ,J t ji measures shall be inspected after each RESISTIVE FORCE = 4852 # (1.15) = 5580 # runoff producing rainfall event. CONCRETE PAD - 3' THICK (162.3) (4') (5') = 9738 # > 5580 # (OK)
Ncw,lquisition ti ~ Sheila Smith 'ti on ecord # 391, \ , 1.4z ac. Carolina Sunrock L - Basins will be cleaned out when 112 full ENERGY DISSIPATOR
O ~ - ord #9977 Rec t~ 2 ~ 'o 1~ 244 34 Bdc ~ n j / - Other measures shall be repaired as OUTLET VELOSITY 9.0 FPS, ZONE 2
eco~~#520 + 5~ o ~ ? ~ ~tr on l? tr t s ~ os o~ W ~ . ~ , 0 + + needed to prevent off-site sedimentation. DISS[PATOR =15' LONG CLASS B STONE 22"THICK
~ • _ ; ~ 1 Joseph & EugetiC; C \ x$ ~ , EMERGENCY SPILLWAY -TABLE 8.07c WIDTH - 25 FEET IN NATURAL GROUND, DEPTH -1.5 FEET
K ~ Be ° 35 ac. \ ' 1 r , ~ i ` ~ D 37 3S
~ 5a X16 ~ ; , / 1/ ~ o ~ , 9 0 ~ ; ~ N Reetird #601 ~ \ V ry
e Nt~p ~ Q CONSTRUCTION NOTES # 1-3 CORPS OF ENGINEERS/ NCDWQCONCERNS -Nationwide Permit # 39
~ Q ~ °in° ~ ~ r~ ' ~ m b ~y b L,J - ~ ° b' N b 1- Diversions will be installed in association PROPOSED ACTIVITIES AFFECT THREE STREAM SEGMENTS
i _ i _ y U ~j n ' / , 'V W i - ~ ~ U N ~ - - N with sediment traps A thru F to prevent e o by pass of measures. #1 APPROXIMATELY 100 FEET OF Ji1RISDICTIONALSTRERM CORRIDOR N 2- Cut and Fill slo s will be seeded as soon as Area considered or uali ve little benefit / Area to be filled
~ - - - _ _ ~A, - e C N 4 a, a Pe Po q ty - ry •
m , i ~ v N ~ ° . O n o" feasible upon completion. #2 APPROXIMATELY 299 FEET OF J[IRISDICTIONAL STREAM CORRIDOR ~ ~ Area considered poor quality - No definitive channel I Area to be piped and filled
- _ Q~ ~ - L: - X29, r-._~~ \ - ~ ~ , needed to prevent off-site sedimentation. #3 APPROXIMATELY 475 FEET OF NRISDICTIONAL STREAM CORRIDOR
~ ~ o ~o Tra E T A ~ TrapB 6- Area consldered poor quality -very little benefit / Area to be excavated
i/ o --.'1 j o P - \ ~ ` John B. Drumwright Estate J - 1 umwright Estate
~ ~\a 1~ ~ 43.00 ac. Permit Application to include copies of this map - /Areas Highlighted and numbered
1 ^ b c y ~ ~ ~ J Record # 379 P. ~ ~ lso~beee ~ ° , > 879 Construction of the new rail road spur will be not disturb the existing rail road ditch
CP ~^~d I \ _ + + except at the very north and south end -the ditch i swithin the RR ROW
go ~ ~ ~ , E sro ~ 1 ~ Permit Bounda
, ~ p/ ~ ~ Mmm l evntt Bound
~ ~ • Mining Permit Boundary ~ ~ ~ Site was evaluated on February 2006 by Mr. Eric ALsmyer with the US ALOE Raleigh Regulatory Office.
/ ~ ~ ~ m
- Concrete Plant and Asphalt d - - ~ - ~ Plant will cecupy approaimately~ / ~ ~ ~ ~ ~ ~
15 acres ~ , ! A
~f p ~ ~ ~ _ 0 ~ , ~ ~7,~~ \ ~ ~ ~ ~ ~ ._,~3
~ . ~ e ~ e ~ \ 8°j~ I~ ,I~ II : 22 J.
~ ~ O V A 23+ \ Catagory Affected acreage
'3 - ~ W , ~ ~~~~ar~rrt~rr~••rn~~ ~ r ~G",,1 ~ - Q V \ Tailings/Sediment Ponds ~4.5 Stockpiles 15
Waste Ptles (Overburden) 15
1 ~ ~8 ~e - `III, - - P,,~; Processing/Haul Roads 30 Mine Excavation 200
o ~ ~ ' ~ ser .o~ ~ 3056 u: ~ ~ ~ I ~ ~ + Other Berms ~ E&SC 5 + ( )
+ c~a ~ ~ _ xE ~ y . ~ - r Smith 8.21 a ~ is ~ ~ ~ ~ o \ ~ Iva D.McCrae Buffers ~4 0 Life Estate
Record # 517 ~ ~ ~ h . 26.21 ac. DB&P 286/133
~ ~!t ' , Record # 366 Diversion
_ A ~ ~ ~ ~ ~ ~ ~
i ~ ~ ~ I ~ ~ , ~ ' , ; ~ ~ 1, . , ~ 11 ~ , , , s Horse shoe filter
Roy Allen Wade , / ~ ~ G ~ . ~ \ • ; u 12.00 ac. DB&P 126/]16 _ "-1 ~ ~ ~ I ~ ~ ~ is ~ X~
rn R ~ ~ , ti ~ . ~ A,, 1 - o3S - ~ ~ a 1 ~
to ~ i ~ . , ~ / t 9 24 ®P ~ \ VAS V ~ 3 a
~ 0.i 1h o 2 ~ t 0~ \ , ~A~ .o o ~ Silr Feoce N03° ' 0"W 5 ~ ~ ~ , A ~ ~ ~ \ , ~ ~ l ~ 3 ~ o es ~ w \ Riser Basin
~ ImnalPtt e , A ~ . \ ~ ~~rn 66 p zz.9r r l/ GP ~ ~ A~,,11~ ~ ~U ~ ~ ° - - T P ~ i ; ' / ~ ~ ~ ',A ~ I i ~ ~ m \ a' N ~ r m ~ c M ~ ~
x+'9'4 ~ • ~ , , ~ A ~ ~ ~A ~ u ~ ~ - ~ A~ a rox. 36 acres ~,i ~ ~ ~i e G _ p? ~ ~ \ d Z ~ ~ \ ~ ~ tb
~ _ _ ~ 1~ ~ 1 c ' m ~ a Stone Dam t~~' >.c. ~ ~ n ~
~ ~ ~ j' / ; / ~ I ~ I ~ ~ i _ Plant Makeup o~ b L ti ~ p - 1 ' . ~ v a '9 C7 Q ' ' Permit Boon Pro Boun
OJ acm ~ ~ ~ ; ~ = ~ , ~ ~ ~ Pond 1- 2.0 acres - t : 1 + f c a "o + 3J ~ + M>ting PAY ~Y b~8 ra
l 1 rI ~ ~ ~ ~ Plant ~ T5 a . , ~ ~ ~ ~ / ~ ~ ~ ° eta- l `'%~l ~ ~ s p~ N ~ Initial Strippu>g Area
and 2 -1.6 acre ~ ~ ! ~ I " ~ - i j - t x~ 1~~,1 ~ t / - ~ 1~1 ~ ~ - ( ~,.,a z
- Eva Dumwright Estate Watershead
`'~;0 4 , c ~ ~ ~ I ~ - I l~ - 1 ~ ~ ~ , ~ - _ ~ i , - 30.50 ac. Record # 370 bas 4
1 x~ ~ Cemet
r, , ~ ''tip,; , ~ I , t ~ i ~ ~ ~ ° - A A _ ~~1 V I
t and Stock Iles ~ ~I } Secondary PIaII P ~ i~% ~ ~ ~ .~,A\ ~ ~ ~ ~ I ~ ~ ~ ~ v , ~ C_ ~ ~ ~ Silt Fence
x~
•a 1
z o ~ j ~ ' I ~ ~ , ~ ~ ~ ~ , , ~ ~ LED END
~ , A~ ~ 1
J
„ " u \ yt x~ ~ , stony V ~ ~ ..N 1 ~ x8 _r _ i~~; ~ ~ ott r` *Cemetery to be relocated in the future as per North Cazolina Regulations • I
u~o ~ ~ _ ~ _ + , i +
- . ~ o
~ - ~ x~ „ ~ ~ , I , ~ A ""~``,..~...r 2 0 0 6 0 7 1 ,a
- , _ ~ ~ , U ~ ' i ; ~ ~ ~ r ~ /1_0~~ e ~ , j ii ~ , r ~ ' ~ I
~ iorse a6oe Sou I ,~otse shoe #2 ` b ~Aj~ p Edge of IW foot RR R/~w' ~ / OOt H celdte -
1 , ~ ~y Ho oe 9ter #4 ~ _ ~ ~ ` 300 300 600
~ 'Vn i ~ ~ T, - x 6 i ~a ~ 7_GG6
i V _ L/Yf~ O6 !K ~ 7 .a - ors er 3 p - - T~ Sir Walter R Cr ~ a ~ `k ~ Y 220.62 ac. DB&P 136/532 ~ (J~}.AlffY
- o _ a9rD m ~-09E-' Record # 308 ~ ; `r' a~aur~t
- ~ o ~ . .,w_v~. SITE MAP ,-r~'`
HALLS AGRA U INESS, LLC CAROLINA SUNROCK, LLC I IAI,IS AGRA BUSINESS, LLC Woodsdale Quarry
Portion of 2495. - Portion of 2495.88 ac.
DBBcP 341/639 DB&P 341/639 RECORD # 513 Mining Permit No. 73-02
TAX MAP A-564 + + t + + l u . ~ I~ ~ - ' l lr~ TAX MAP A-564 Woodsdale Road - SR 1326 i + + + Woodsdale Township
~_RTO~ ~~ll..~, ~J1F_S Person Coun , North Cazolina
~ 8 ~ILEl.f~ i.li;!V'~3~ I I ~I:~~I.- ~ G 3J1,) j Scale: Checked By: Project No.
LI A T 7 C A !`D 1 Iii TCTAiCCC T i _ an-manna r~nn na nna
I ="V Lima V4-VV I Date: Draw Byy. Drawmg No.
Portion of 2495.88 ac. DB&P 341/639 Revised 11-19-05 TLS (S&E for buildings) 2-15-015 DRS 3
d g~ TAX MAP A-564 Revised 10.13-05 TLS (maint sched.) •
•SUNROCK
Rev. 3-28-06 TLS (Revised S&E) Revised 6.13-05 TLS (aerial topo) PO Box 25 Butner, NC 27509
Rev. 3-7-06 TLS (New enhance and Plant location) Revised 2-23-05 DRS [phone]
L ad&
Now _!A R y.y ML

it i

1
~I'
i~ ~ PRESSURE RELIEF
3' #67 WASHED STONE HOLES 1 /2" DIAMETER NOTES: SETTLING POND SIZE Faircloth
1. THE CYLINDER MUST BE PONDS "Q50" (SURFACE AREA) Skimmer
~I~ ~ o A 0 0 A FIRMLY FASTENED TO THE TOP
~ o i LEVEL PORTION CREST AND CONTROL SECTION 0 o OF THE RISED.
f 9'
I IIIII ° 0 0 = ~ = 2• SUPPORT BARS ARE WELDED POND 1 98 0.98 ACRE 6 inch TO THE TOP OF THE RISER
111111 IIII,IIIII,., IIIIIIIIIII IIIIIIIIII OR ATTACHED BY STRAPS
I I I j I I I -FLOW - o I I F 30 DIA. ALUMINUM BARRELL 0 o BOLTED TO TOP OF RISER. P0~ 2 61.6 0 0 1 0 0.62 ACRES 4 mch
I ~ .li ~ 1.5'
I I I EXR SECTOR eERM ~ WELD WELD POND 3 20.4 0.20 ACRE no
g' 4 SCH. 40 PVC NOTE: NEITHER 1HE LOCATION
NOR NJGNMENi OF THE CONTROL PLAN
EM&WKMENi SECTION HAS TO COINCIDE WRH THE CENTERLINE OF THE DAN D + ,s• MIN. POND 4 5.48 0.0548 AC S no
~u ~ i~ ' 60" ~ TACKWELD COMPACTED IIII 11= IIII _
4, _ _ ALL AROUND cLAY -=Illilll IIIIIIIIIIIIIIII - =uil=- POND 5 46.8 0.47 ACRE
APPROACH CHANNEL Im_Ilil- = 4 inch _ fig" u11=11 . I SUPPORT BAR =IN=1i1 _ull= II
~ AL INLET OF DRAIN IS TO BE MIRAFI 140N OR EQU COVERED WITH MIRAFI 140N 6 REBAR MIN, ~ -1111- ull_I~IIII ) III=1iu - POND 6 ~ =ull_Im 108 6 mch
PLAN AND BOUND TO PIPE WITH 2 IIII=IIII- IIII_IIII_ 1.08 ACRE =IIII =IIII -1111-
STAINLESS STEEL CLAMPS 8" MIN. _ _ _ - IIII=1
=nu _liu _liu pp 16.8 0.17 ACRES - au= ull- ND 7 no
NOTE: TOP OF DAM -1m =ull IIII=_ ~ IIII-
IMENT ACCUMUUTEO TOP VIEW UPON FINAL STABILIZATION OF DISTURBED AREAS, ALL SED _I = .IIII .IIII n uu= _ Im-ull- POND 8 21.6 0.22 ACRES o _
DURING CONSTRUC110N SHALL BE REMOVED TO THE BOTTOM ELEVATION OF THE NOT TD SCALE PERMANENT SEDIMENT STORAGE SHOWN. 2.0 _ 1_1111=1111
IMUM OF HEIGHT OF DAMS SHALL NOT EXCEED 14.5' AS MEASURED FROM THE MAX RUBBER SEALED 1/8 DIA IIII_1111=~ 11111=_1111=_ ~uu_un i___ '=IIII=IIII
THE TOE OF SLOPE ON THE DOWNSTREAM FACE OF 1HE DAM TO THE TOP OF THE oaM. WEIGHT ACTIVATED RISER I1U=1111_8 _IIII=_UU=1111=1111=111i_Illle IIIIIIII=IIII= AREA = 0.01 Q =IIII= -IIII=IIII=IIII=IIII=IIII=IIII=IIII=_IIII - DIAMETER Ipl_ =1111=1111=1111=IIII=1111=IIII=IIII=IIII=_
FLAP VALVE ISOMI ISOMETRIC - =_IIU=IIII III°-1111=1111=
- I1U=11U= IIII=_ IIII =IIU
SECTIONA-A SHAPED CLAY =III=IIII uI-IIII= BEDDING
I~ 3 ~ " "
. I~ 30 ALUMINUM BARRELL ~ 6 ABOVE NORMAL I i~l~ ANTI -VORTEX DEVICE BARREL DETAIL
, 1' POOL OF EXIST.
~I ~ STREAM ELEVATION 1~1~1I-~Llt~ll~lf~lh~II~II~I
" T " ~-4" SCH. 40 PVC 2.0
l I; e 1
J
N CROSS-SECTION AT CONTROL SECTIO
OUTLET PROTECTION
"U" d50 RIP RAP "V" THICK DIMENSION CHART
EMERGENCY SPILLWAY DIMENSIONS WITH 6" OF #67 FILTER STONE TRAPEZOIDAL CHANNEL
"0" d50 RIPRAP "R" THICK W/ 6" OF X67 FlITER STONE LO - W ft. W - X ft. CHANNEL SLOPE _ "S- ANTI-
sorroM wIOTH = -r SETTLING DAM ELEVA SIDE SLOPE = 3:1 )AM ELEVATIONS PIPE DIAMETERS EMERGENCY SPILLWAY OUTLET PROTECTION FLOTATION
PONDS Ca~« A B C C E F G H I J O~p* P Q R S T U V W X
SECnoN SIDE VIEW
WATER SURFACE EXR CHANNEL NOT TD SCALE I ~ ' 389' 387' 36.. 1.5' 22" ° ~ CLASS B 24'
I ~ POND 1 394.0' 392 391 STAGE (Hp) 391 384.0 60 48 5.0,5.0 CLASS B 3 36 22
APPROACH CHANNEL I M,N• 2% I
I _ EXR SECTOR ~ 382' 381' ~ POND 2 384.0 381' 379' 377' 374.0 36" " 5.0 5.0 1.5~ CLASS B 22~~ 3% 28' 22" CLASS B 18' 60 48 ,
so' LEVEL OR GREATER
I S TOE DRAIN , ~ 373 372 POND 3 375.0 372' ~ ~ 365.0 " 24" 30" 3.0,3.0 1.0' 9" 3% 8' 9" CLASS A 12' 370 368 42 CLASS A
100' -
PROFILEALONG CENTERLINE POND 4 398.0' 396' 395' ' ~ 391' 42" 3.0 3.0 1.0' 22" ° 8' " , 395 393 388.0 24 30 CLASS B 3 22 CLASS B 8
370.0' 368' 36T POND 5 367' ~ ~ " 5.0 5.0 1.5' CLA 22~~ ° 24' 22" CLASS B 365 363 360.0 60 36 48 SS B 3 /0 18
EMERGENCY SPILLWAY POND 6 , 375' 66" 4 54" 5.0 5.0 2.0' CLASS B 22" 3% 36' 22" CLASS B 28'
382.0' 380' 379' 379 377 372.0 2
POND 7 ~ 376' 375' 378.0 371' 42" 1.0' CLA 22" 3% ~ 22" 12' 375 373 368.0 24 30 3.0,3.0 SS B g CLASS B
POND 8 368.0' 366.5' 365.5 42" 4~~ 24~~ 3.0,3.0 1.0' CLASS B 22" 3% ~ LA B 12' 365.5 362.5 Excavated 360.5 2 8 22 C SS
- .r~ , ,
15' EMBANKMENT AND CUT-OFF FILL
TOP OF SETTLED DAM ELEV. "A"
MATERU~L.S MUST BE FREE OF VEGITATED MATERIAL,
TOPSOIL, DEBRIS ANO STONES. OBTAIN SUITABLE MATERIAL FROM EMERGENCY SPILLWAY AND/OR QUARRY PIT. _ _ _ _ _ _ _ EMERGENCY SPILLWAY ELEVATION ELEV. "B"
3 COMPACT W 6" LIFTS USING RUBBER TIRE 1 3 ELEV. "C" ELEV. _
EQUIPMENT OR SHEEPS FOOT ROLLER. "H" DIA. ALUMINUM ALUMINUM EX RISER 12" MIN. _
(95R STANDARD PROCTOR) 1 ANTI-VORTEX RISER
8" MIN. pERMANENi WATER STORAGE
`6 4" OR 6" DIA. ALUMINUM PIPE FOR SKIMMER ATTACHMENT
"I" DIA ALUMINUM _ RISER PIPE DIA. ALUMINUM TER PIPE
ARMOUR THE SLOPE TO THE ELEV. "E"
ELEVATION SHOWN ON THE MINE MAPS y'
2' MAX. SEDIMENT STORAGE
RUBBER SEALED
WEIGHT ACTIVATED "J" DIA. ALUMINUM BARREL FLAP VALVE ELEV. "F" BOTTOM OF POND 6,.
UMINUM BARRELL WITH HUGGER BAND JOINTS 36' AL RIP-RAP DOUGHNUT ~'j'~
1:1 1:1 "0" x "0" x "P' THICK 3000 PSI
OUTLET PROTECTION SIDE SIDE CONCRETE ANTI-FLOTATION PAD
"U" d50 RIPRAP 'V" THICK W/ 2.0~ SLOPE SLOPE 6" OF #67 FILTER STONE VC JDATION PREPARATION
La = "W" ft W = "X" ft INV. OUT "G" 4" SCH. 40 P FOUNDATION PREPARATI :MOVE ALL TREES, STUMPS, BRUSH, 80ULDERS, SOD, AND DEBRIS.
10' CUTOFF TRENCH (TYP) 1. REMOVE ALL TREES, LENGTH- ENTIRE EMBANKMENT 2. REMOVE ALL STONES, MOVE ALL STONES, AND SAND FROM EXISTING STREAM CHANNEL
WIDTH- 10'
DEPTH-EXTEND 12" INTO IMPERVIOUS LAYER (4' MINIMUM)
PRINCIPAL SPILLWA SPILLWAY DETAIL NOT TD SCALE
rLS 8/09/05 M
BGB 8/09/05 p B 0 ox 25
Butner, NC 27509 BGB
_ m>I m c~c n crn
2 Modified Riser Basin Charts TLS TLS 3/29/2006 BGB
1 Add Skimmer info to chart TLS TLS 10/14/200
0 100 200 400
7777-7
w
-4 k4IL-
- -