20060771 Ver 3_Application_20080922

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P.0. Box 27052
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ENVIRONMENTAL vi
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September 19, 2008
Mr. Monte K. Matthews SEp 2 X008
USACE - Raleigh Regulatory field Office
6508 Falls of Neuse Road, Suite 120 UENR-WATEKI"JAL11
Raleigh, NC 27615 y1fETU+ND? AND 6TORM'VATER 5RAMCH
Subject: Preconstruction Notification Application under NWP# 39 and GC# 3705 for
proposed agricultural irrigation pond for Celebrity Dairy and Inn, 144 Celebrity
Way, Siler City, NC 27344, located two miles north of US 64 on SR 1504 (Mount
Vernon-Hickory Church Road), in Chatham County.
Previous Project Numbers: DWQ 406-0771, V.2, and USACE Action ID
#200620797.
Dear Mr. Matthews:
Enclosed is a resubmitted and revised Preconstruction Notification (PCN) application package with the
attendant maps and documentation required to re-initiate review and authorization of the proposed
agricultural irrigation pond on the subject property. The PCN requests authorization under U.S. Army
Corps of Engineers (USACE) Nationwide Permit (NWP) #39, for Commercial and Institutional
Development and for the corresponding Division of Water Quality (DWQ) General Water Quality
Certification (WQC) #3705. Due to unavoidable delays in providing requested additional information to
DWQ, we have had to resubmit the subject application to both the USACE and DWQ.
The proposed impacts and project details have not changed from the last submittal. We have also included
the additional information requested by DWQ on September 11, 2007. At this time, we are resubmitting
a complete PCN package with the additional information requested by DWQ on September 11, 2007, and
the appropriate fee for DWQ. An Agent Authorization letter, signed by the property owners and
jurisdictional wetland data forms are also included with the PCN. Copies of pertinent correspondence and
permits issued by both the DWQ and the USACE are included for your records in Appendix A.
Project History
For the sake of clarification, I have updated the project history of the proposed project. We have had
some significant delays due to surveying and the location of the proposed dam and jurisdictional limits,
and preparing the documentation of the dam specifications. On May 3, 2006, a Preconstruction
Notification for a Nationwide Permit # 40, Agricultural Activities and the corresponding Division of
Water Quality (DWQ) Water Quality Certification (WQC) # 3364, was submitted to the United States
Army Corps of Engineers (USACE) and to the Division of Water Quality (DWQ) for review. At that
time a $275 fee was paid to DWQ for review of the permit application. On May 8, 2006, an additional
$200 was paid to elevate the application for a Major Permit. On May 25, 2006, DWQ authorized project
under WQC #3364 as DWQ Project # 06-0771 with 848 feet of impacts to an intermittent stream. On
May 31, 2006, Mr. Todd Tugwell, (USACE Regulatory Field Officer) conducted an on-site stream
assessment and the stream call was re-evaluated and the proposed dam was shifted approximately 150 feet
upstream, in order to avoid and minimize impacts to jurisdictional or "important" stream channel. Mr.
Tugwell advised us at that time to change the application to request a NWP #39, for Residential,
Commercial and Institutional Activities instead of NWP #40 for Agricultural Activities. On January 18,
2007, Ms. Cyndi Karoly of DWQ agreed to reissue the 401 Water Quality Certification for the NWP #39
instead of the original NWP #40. (See attached email in Appendix A.)
On March 14, 2007, Mr. Monte Matthews of the Raleigh office of the USACE issued a NWP 39
authorization for Residential, Commercial and Institutional Developments for the subject project, and the
expiration date of the verification was March 18, 2007, due to the pending reissuance of the NWP
program. Since a significant amount of resources had already been invested at that time, the actual
expiration date was one year later, effectively March 18, 2008. On March 21, 2007, DWQ representative,
Ms. Lauren Cobb also visited the site to conduct a stream determination. On March 22, 2007, I received
documentation of that stream determination from Ms. Cobb. According to Ms. Cobb's determination and
flag locations, construction of the proposed dam will result in 149 linear feet of fill to a perennial stream,
and will cause the inundation of 490 linear feet of perennial stream channel and approximately 1230
linear feet of intermittent stream channel. (I have included copies of the USACE permit, DWQ JD letter
and map in Appendix A.)
On August 1, 2007, we submitted a preconstruction notification application package to both the USACE
and to DWQ. It was received by DWQ on August 7, 2007. On September 11, 2007, DWQ sent a
"request for more information" with a 30-day time limit. On October 2, 2007, Brit and Ann Pfann,
owners of the subject property, sent DWQ a letter requesting additional review time, and stated that we
anticipated submittal of the requested technical information by October 18, 2007. On November 8, 2007
DWQ sent a letter stating that we would be required to submit a complete application package with the
appropriate fee.
Project Description
Celebrity Dairy Farm and Inn is located in Chatham County, about six miles west of Pittsboro on US 64,
and located approximately two miles north of US 64 on SR 1504 (Mt. Vernon-Hickory Church Road).
The proposed 14.9 foot tall dam is located on an unnamed tributary to Dry Creek, which drains to the
Haw River in the Cape Fear River Basin. The project consists of the construction of an earthen dam and
pond in a natural drainage way that was logged in 2004 and replanted with loblolly pine seedlings. The
area of the proposed pond at normal pool will be approximately 11.3 acres with a drainage area of 194.4
acres.
Project Justification
The recent extreme drought conditions have increased the need for additional water storage on the farm.
The dam is needed to water livestock for the goat dairy operation, and to irrigate crops. Current wells for
the existing Bed and Breakfast operation and existing dairy operation are not sufficient for crop irrigation
and livestock needs or for water supply or fire protection for the Inn. Planned sustainable agriculture
education projects also will need an additional and reliable source of water for irrigation.
2
Project Impacts
The proposed inundated pond area will be 11.3 acres, with a drainage area of approximately 194.4 acres.
Wetland delineations have determined that while approximately 0.38 acres of wetlands are present on the
subject property, no wetlands are located within the impact limits of the proposed pond. (See General
Property Layout map, in Appendix C.) The proposed Celebrity Dairy dam project will fill 191 feet of
perennial stream channel for the purpose of constructing the dam, including all outlets and outfall
protection, and will inundate approximately 1500 linear feet of perennial stream channel and
approximately 2000 linear feet of intermittent stream channel for the construction of an agricultural
irrigation pond. A description of the dam design is included in the Dam Evaluation and Design report
prepared by the Pat Shillington P.E. of the Engineering and Environmental Science Company (E2S) and
is included in Appendix B.
Minimization and Avoidance
Based on field review by DWQ Environmental Specialist, Lauren Cobb on March 21, 2007, and by
USACE Regulatory Field Officer Todd Tugwell on May 31, 2006, the proposed dam location was shifted
upstream approximately 150 feet, in order to minimize and avoid jurisdictional stream impacts. There is
no other location on the subject property that would provide adequate water storage within suitable
distance from the existing farm buildings and the existing Celebrity Dairy Inn.
Compensatory Mitigation
On May 28, 2008, the North Carolina Ecosystem Enhancement Program (NCEEP) reviewed a request for
1691 linear feet of warm stream mitigation in the 03030002 Cataloguing Unit (CU) and was able to
approve mitigation in the adjacent CU 03030004. Copies of the rejection letter for CU 03030002 and the
acceptance letter for CU 03030004 from NCEEP are included in Appendix A.
Impacts to Aquatic Passage
According to the NC DWQ Identification Methods for the Origins of Intermittent and Perennial Streams,
(Version 3. 1, Effective February 28, 2005), page 24; "fluctuating water levels of intermittent streams
provide unstable and stressful habitat conditions for fish communities" and "in most cases, fish are
indicators of perennial streams, since fish rarely inhabit an intermittent stream." On page 25, in the
section on benthic macro invertebrates, "the larval stages of many aquatic insects are good indicators that
a stream is perennial because a continuous aquatic habitat is required for these species to mature." So
while some small fish and a limited number of benthic macro invertebrates may have been observed in the
subject stream channels, shifting the pond upstream of where they were readily observed, to where the
stream was determined to be intermittent, should preclude any concern over whether aquatic passage is
maintained or interrupted due to the construction of the pond. In fact, the pond will provide more
perennial conditions in those intermittent upstream reaches, creating more habitat for aquatic species.
There are no documented migratory fish species in the subject stream. Since the benthic macro
invertebrates are not restricted to aquatic habitat for distribution (i.e. in larval stages they are often
distributed by birds and other animals, and in adult stages, they can fly), there is no significant impact to
aquatic organism passage by the construction of the proposed dam.
Requested Additional Information by DWQ
1. A copy of the USGS topographic map with project boundaries clearly shown is in Attachment A
in the Dam Evaluation and Design document included in Appendix B.
2. The site plans have been resubmitted indicating contour lines and the proposed impounded area,
and are included in the General Property Layout map, Sheet 1, in Appendix C.
3. Cross-section details showing provisions for aquatic life passage are shown in Appendix C, with
pertinent discussion in this letter, under Impacts to Aquatic Passage.
4. All stream impacts, including fill slopes, dissipaters and bank stabilization are shown in Dam
Details, Sheet 3 of Appendix C.
5. The location of all isolated and non-isolated wetlands, streams and other waters of the State are
shown on the General Property Layout map, Sheet 1, in Appendix C.
6. Under Section VII of the revised PCN, justification for the proposed impacts is now included.
7. Structural design drawings and details for the proposed dam, including plan and profile views
which illustrate the height, toe, materials and spillway are included on the Dam Layout and Dam
Details, Sheets 2 and 3, in Appendix C.
Please review the enclosed revised application and contact us if you have any questions or need any
additional information. You may contact Ms Robin Maycock at [phone] or Brit or Ann Pfann at
[phone]. We look forward to your response.
Sincerely, /
Nis. Robin Maycock
Cc: Mr. Ian MacMillan, DWQ
Brit and Anne Pfann, Proprietors, Celebrity Dairy and Inn
4
Office Use Only: Form Version March 05
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:
NWP 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), check here:
R q?-
L? , W
11. Applicant Information
1. Owner/Applicant Information
SEP 2 1 2.008
Name: Ms. Ann Fleming Pfann
Mailing Address: The Inn at Celebrity Dairy
144 Celebrity Way
Siler City, NC 27344
Telephone Number: 919-742-5176 Fax Number: 919-742-1432
E-mail Address: Thelnn2celebritydairy.com
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.)
Name: Robin L. Mavcock
Company Affiliation: Mavcock Environmental
Mailing Address: PO Box 27052
Raleigh, NC 27611-7052
Telephone Number: 919-418-7645 Fax Number: 919-761-1789
E-mail Address: robin.ma cock gmail.com
Page 5 of 13
III. 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: Celebrity Dairy Pond
2. T.I.P. Project Number or State Project Number (NCDOT Only): Not Applicable
3. Property Identification Number (Tax PIN): Parcel ID# 0011719
4. Location
County: Chatham Nearest Town: Siler City
Subdivision name (include phase/lot number): NA
Directions to site (include road numbers/names, landmarks, etc.): from Siler City, east on
US 64, turn north on SR 1504 (Mt. Vernon Hickory Mt. Rd.) and proceed 2 miles, turn left
onto Celebrity Way, follow driveway straight past CelebriDairy Inn, to pond site.
Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): 35.7707 °N 79.3432°W
6. Property size (acres): approx. 330 acres
7. Name of nearest receiving body of water: UT to Dry Creek (C; NSW; 16-3450.3))
8. River Basin: Cape Fear
(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: pasture areas for live stock, pine and hardwood natural
regeneration areas, merchantable timber harvested areas
Page 6 of 13
10. Describe the overall project in detail, including the type of equipment to be used: construct
earthen dam and outfall structure through the use of earth moving equipment to produce an
agricultural pond.
11. Explain the purpose of the proposed work: Pond is needed for irrigation for sustainable
agriculture education projects forage crops livestock and for fire protection for the existing
Inn.
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.
Previously authorized under NWP 40, Agricultural Activities and DWO WOC #3364 on Maya
2006, now reapplying under NWP 39, Commercial/ Institutional Development and DWO WQC
#3705.
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.
Possible future need for road crossings - NWT 14 and Residential Development under NWP 29
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.
Page 7 of 13
Provide a written description of the proposed impacts: 14.9 foot dam with 5480 cubic yards of
fill placement and total of 191 linear feet of intermittent stream impacts
1. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
se aratel list impacts due to both structure and floodin .
Wetland Impact
Site Number
(indicate on map)
Type of Impact Type of Wetland
(e.g., forested, marsh,
herbaceous, bog, etc.) Located within
100-year
Floodplaiodplain Distance to
Nearest
Stream
(linear feet) Area of
Impact
(acres)
0

Total Wetland Impact (acres) 0
2. List the total acreage (estimated) of all existing wetlands on the property: approx. 3 acres
3. 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, multi ly length X width, then divide by 43,560.
Stream Impact
Number
(indicate on ma)
Stream Name
Type of Impact
Intermittent. Perennial Intermittent? Average
Stream Width
Before Impact Impact
Length
(linear feet) Area of
Impact
(acres)
A2 UT Permanent fill P 3.5 feet 191 0.015
UT inundation P 3.5 feet 1500 0.12
UT inundation I 2.5 feet 2000 0.115

Total Stream Impact (by length and acreage) 3691 0.25
Page 8 of 13
4. 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.
Open Water Impact
Site Number
(indicate on ma) 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)
5. List the cumulative impact to all Waters of the U.S. resulting from the roject-,
Stream Impact (acres): 0.25
Wetland Impact (acres): 0
Open Water Impact (acres): 0
Total Impact to Waters of the U.S. (acres) 0.25
Total Stream Impact (linear feet): 3691
6. Isolated Waters
Do any isolated waters exist on the property? ? Yes ® 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.
7. 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): ? uplands ® stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): dam with spillway
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): livestock watering and irritation
Current land use in the vicinity of the pond: pasture, cutover forest areas
Size of watershed draining to pond: 194.4 ac. Expected pond surface area: 11.3 ac
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
Page 9 of 13
techniques to be followed during construction to reduce impacts. Proposed dam location is
necessary to provide adequate water storage capacity within suitable distance of existing farm
buildings and inn, and for planned educational sustainable agriculture facilities Proposed dam
location was shifted upstream 150 feet to minimize perennial stream impacts per USACE
recommendations Appropriate sediment and erosion control methods will be used to prevent
and minimize impacts due to land disturbance during construction All disturbed surfaces will be
vegetated and maintained to prevent erosion
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:/lh2o.enr.state.nc.us/ncwetlands/strm,2ide 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.
NA
Page 10 of 13
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/M/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet): NA
Amount of buffer mitigation requested (square feet): NA
Amount of Riparian wetland mitigation requested (acres): NA
Amount of Non-riparian wetland mitigation requested (acres): NA
Amount of Coastal wetland mitigation requested (acres): NA
IX.
X.
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 ? No
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 ?
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
Page 11 of 13
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.
L- Zone* I Impact I Multiplier I Required 1
(square feet) Mitigation
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.
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.
Not Applicable
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. Existing impervious surface areas consists of
B&B, dairy barns, and associated out buildings on a 330 acre pasture/woodland site The
addition of the proposed dam and pond will keep the site well below the 20 % impervious
surface threshold.
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.
Not Applicable
XIII. 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 Z
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
Page 12 of 13
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:
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).
s? Z C C S?"
Applicant4gent's Signature . Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 13 of 13
APPENDIX A

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November 14, 2007
Mr. Monte Matthews
USACE - Raleigh Field Office
6508 Falls of Neuse Road, Suite 120
Raleigh, NC 27615
Subject: Agent Authorization for Preconstruction Notification,
DWQ #06-0771, V.2, and USACE Action ID #200620797
Celebrity Dairy and Inn, Chatham County.
Dear Mr. Matthews:
By copy of this letter, I hereby authorize Ms. Robin Maycock to act as my agent and
representative for the processing and review of this preconstruction notification. Ms.
Maycock can be reached at [phone] if you have any questions. Thank you for
your assistance in this matter,
Sincerely,
f
Brit Pfann
1?-
tem
x'_111 a ?1111en
PROGRAM
May 28, 2008
Britt & Ann Pfann
Celebrity Dairy & Inn
144 Celebrity Way
Siler City, NC 27344 Expiration of Acceptance: November 28, 2008
Project: Celebrity Dairy & Inn Pond County: Chatham
The purpose of this letter is to notify you that the North Carolina Ecosystem Enhancement Program (NCEEP) is willing to accept
payment for impacts associated with the above referenced project. Please note that this decision does not assure that the payment will
be approved by the permit issuing agencies as mitigation for project impacts. It is the responsibility of the applicant to contact these
agencies to determine if payment to the NCEEP will be approved.
This acceptance is valid for six months from the date of this letter and is not transferable. If we have not received a copy of the
issued 404 Permit/401 Certifwation/CAMA permit within this time frame, this acceptance will expire. It is the applicant's
responsibility to send copies of the permits to NCEEP. Once NCEEP receives a copy of the permit(s) an invoice will be issued based
on the required mitigation in that permit and payment must be made prior to conducting the authorized work. The amount of the In
Lieu Fee to be paid to NCEEP by an applicant is calculated based upon the Fee Schedule and policies listed at www.nceep.net.
Based on the information supplied by you the impacts that may require compensatory mitigation are summarized in the following
table.
River CU Stream (feet) Wetlands (acres) Buffer I Buffer 11
Basin Location (Sq. Ft.) (Sq. Ft.)
Cold Cool Warm Riparian. Non-Riparian Coastal Marsh
Impacts Cape 03030004 0 0 1691 0 0 0 0 0
Fear
Credits Cape 03030004 0 0 3,382 0 0 0 0 0
Fear
Upon receipt of payment, EEP will take responsibility for providing the compensatory mitigation. If the regulatory agencies require
mitigation credits greater than indicated above, and the applicant wants NCEEP to be responsible for the additional mitigation, the
applicant will need to submit a mitigation request to NCEEP for approval prior to permit issuance. The mitigation will be performed
in accordance with the Memorandum of Understanding between the N. C. Department of Environment and Natural Resources and the
U. S. Army Corps of Engineers dated November 4, 1998.
If you have any questions or need additional information, please contact Valerie Mitchener at [phone].
Sincerely,
?v
iam D Gilmore, PE
Director
cc: Cyndi Karoly, NCDWQ Wetlands/401 Unit
Monte Matthews, USACE-Raleigh
Eric Kulz, NCDWQ-Raleigh
Robin Maycock, agent
File
Restorui?l... E ... Pro&" Our rm&
A P WA
North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-1652 1919-715-0476 / www.nceep.net
Y
teM
PROGRAM
May 28, 2008
Britt & Ann PFann
Celebrity Dairy & Inn
144 Celebrity Way
Siler City, NC 27344 Project: Celebrity Dairy & Inn Pond
County: Chatham
We have received your request to access the North Carolina Ecosystem Enhancement Program's (NCEEP) In-Lieu Fee mitigation
program for the above referenced project. We regret that we are unable to accept payment for the following impacts at this time:
River
Basin CU
Location Stream (feet) Wetlands (acres) Buffer I
(Sq. Ft.) Buffer II
(Sq. Ft.)
Cold Cool Warm Riparian Non-Riparian Coastal Marsh
Impacts Cape Fear 03030002 0 0 1691 0 0 0 0 0
Credits Cape Fear 03030002 0 0 3,382 0 0 0 0 0
EEP recently proposed revisions to the fee schedule for wetland and stream mitigation as a means of allowing the program to generate
revenue commensurate with our project implementation costs. Although the revision was passed by the Environmental Management
Commission and Rules Review Commission, implementation of the revision has been delayed due to administrative rules regarding
comment submittals.. Per established protocols for rule-making, the fee revision must now be considered during the next legislative
session beginning in May 2008. Until that time, EEP has developed a strategy that considers the financial implications to the program
for new requests to access the In-Lieu Fee Program and has determined that we are unable to provide your mitigation as requested.
If you want to resubmit your request form at a later time, EEP will reconsider the request in the future. We anticipate updating our
strategy as new data and opportunities become available. EEP is accepting requests in some areas and will consider all new requests
on a case by case basis.
Thank you for your interest in our program. If you have any questions or need additional information on other mitigation options,
please contact Kelly Williams at (919) 716-I921.
Sincerely, *4tk
illiam . Gilmore, P
Director
cc: Cyndi Karoly, NCDWQ Wetlands/401 Unit
Monte Matthews, USACE-Raleigh
Eric Kulz, NCDWQ-Raleigh
Robin Maycock, agent
File
R&bri;,c r .. E .. Pro" Our Stag

North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-1652 1919-715-0476 / www.nceep.net
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Determination Manual)
Project / Site: jib v 17t DD t ? Po!ad
Applicant/ owner: v? r Ta&yii
Investigator: LAS lab _ Date:
County: C_h
State:

Do normal circumstances exist on the site? Yes ?_ No--
Is the site significantly disturbed (Atypical situation)? Yes-_ No-&--
Is the area a potential problem area? Yes - No ?
(explain on reverse if needed) Community ID:
Transect ID:
Plot
---- --
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. BA rL v u S co , _ LLS=AC hi 9
2. n 10.---
3. T S
4. ?? l i Y ?i oL d.? _ -?-- 12.- ---
--- -- - -- -- - -
6.- ----------- ---- -- 14.---

7• - ------ ---- - - -- ---- ---
15.

r
Percent of Dominant Species that are OBL, FACW
, or FAC excluding FAC-). ?' -
Remarks:
HYDROLOGY
Recorded Data (Describe In Remarks): Wetland Hydrology Indicators
Stream, Lake, or Tide Gauge
Aerial Photographs Primary Indicators:
vthei _ Inundated
_
-Saturated in Upper 12"
No Recorded Data Available Water Marks
Drift Lines
Field Observations: Sediment Deposits
? Drainage Patterns in Wetlands
Depth of Surface Water: Secondary Indicators:

Depth to Free Water in Pit: _ Oxidized Roots Channels in Upper 12"
Water-Stained Leaves
Local Soil Survey Data
FAC-Neutral Test
Depth to Saturated Soil: Other (Explain in Remarks)
Remarks:
SOILS
Map Unit Name
(Series and Phase): 14 C -f vl d y vi S 1 1 ? I ©a wL Drainage Class: ?V ?? d tr t w
Taxonomy (Subgroup): 12 1 C N P ?Q C1 u Confirm Mapped Type? Yes
No lOg01AI CowF,9L
Profile Description:
Depth Matrix Colors Mottle Colors Mottle Texture, Concretions,
(inches) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
d -Ll /} ? ?/? / r(-/8',s/ e 0 M w e;/4S4.'/_5i17L /0
any( --
Z1- 12- i3 1s2.-7% /
I-b 44s?7?1 cf s i /aV /0 arn
Hydric Soil Indicators:
Histosol Concretions
Histic Epipedon High Organic Content in Surface Layer in Sandy
soils
-Sulfidic Odor Organic Streaking in Sandy Soils
Aquic Moisture Regime Listed On Local Hydric Soils List
Reducing Conditions Listed on National Hydric Soils List
Gleyed or Low-Chroma Colors Other (Explain in Remarks)
Remarks: c I f? -3
l?
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Yes ,? No
Wetland Hydrology Present? Yes No
Hydric Soils Present? Yes ? No
Is the Sampling Point
Within a Wetland? Yes No
Remarks:
L/UGi ??E lG ?1i ec)e C C ?l q C is C/Y 0122' - fL/ ?.c 5 ?y'G12t c? ? l tii
C-vt Scc.?'?rt sicl? ,
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Determination Manual)
Project / Site: Date: Q D ?o
Applicant / Owne : County:
Uttu State:

Do normal circumstances exist on the site? Yes ? No Community ID:
Is the site significantly disturbed (Atypical situation)? Yes Nom Transect ID:
Is the area a potential problem area? Yes rip Plot ID:
(explain on reverse if needed)
VEGETATION / J
0_u
Dominant Pl ant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. PA-C w 9. Qatfac d a _A6 4 o
-'?'?-
2. _ 1a
z
Gc
c?'
3.
4

5.
d /? - ttl

4,0 FA-C, 11.
12.

3.
w
1 lip
Cu

G
FA-
6. 14. via
7. vf
ceew P,44by'a
15. 4?L_ FA C-1
8. 16.
Percent of Dominant Species that are OBL, FACW, or FAC excluding FAC-). 1.067A
Remarks: tfy&a, GJ/.*W ??
7 %S pZ k'e/ ?5'i?Zcy `r/ 14 0 ?04-1r C
HYDROLOGY
Recorded Data (Describe In Remarks): Wetland Hydrology Indicators
Stream, Lake, or Tide Gauge
_ Aerial Photographs Primary Indicators:
Other _ irtu"dated
_
/
? No Recorded Data Available Saturated in Upper 12"
- Water Marks
Drift Lines
Field Observations: Sediment Deposits
Drainage Patterns in Wetlands
Depth of Surface Water: -(in.) Second ry Indicators:
Ael Oxidized Roots Channels in Upper 12"
Depth to Free Water in Pit: (in.) ? Water-Stained Leaves

Depth to Saturated Soil: LpCew 5011 Survey Data
FAC-Neutral Test
Other (Explain in Remarks)
Remarks:
SOILS
Map Unit Name
(Series and Phase): Drainage Class:
Taxonomy (Subgroup): Confirm Mapped Type? Yes L,- No
Profile Description:
Depth Matrix Colors
Mottle Colors Mottle Texture, Concretions,
(Inches) Horizon (Murmll Moist) (Munsell Moist) AbundanceMontrast Stricture. etc.
Q- 2 I o y r ?/? f1 X, ??i ?D S S% --
2- L ? layr
-12 -rte
Hydric Soil Indicators:
Histosol _ Concretions
_
_ Histic Epipedon _ High Organic Content in Surface Layer in Sandy Soils
_ Sulfidic Odor Organic Streaking in Sandy Soils
_,FAquic Moisture Regime Listed On Local Hydric Soils List
?/ Reducing Conditions Listed on National Hydric Soils List
-,,.„[Gleyed or Low-Chroma Colors _ Other (Explain in Remarks)
Remarks:

WETLAND DETERMINATION
Hydrophytic Vegetation Present? Yes ? No
Wetland Hydrology Present? Yes t/ No
Hydric Soils Present? Yes L.-' No
Is the Sampling Point /
Within a Wetland? Yes L-__ Nor
Remarks:
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Determination Manual)
Project / Site: I rI ? f Date:
le
Applicant / Owner. J '
County:
Investigator. state:
Do normal circumstances exist on the site? Yes No community 10:
Is the site significantly disturbed (Atypical situation)? Yes No Transact I0:
is the area a potential problem area? Yes No Plot ID:
(explain on reverse if needed)
VEGETATION 'IN jtiti ly
Dominant Plant Species Stratum Indicator Dom inant Plant Species Stratum, Indicator
1.-'Skv W it.M 9.
2. der ?? <? tl U- 10.

5. F?tz ??? S ?a 13. `
6. SvC" cv+ t t^E 14.
7. 15.
8. 16.
Percent of Dominant Species that are OBL, FACW, or FAC excluding FAC-).
Remarks:
HYDROLOGY
_ Recorded Data (Describe In Remarks): Wetland Hydrology Indicators
_ Stream, Lake, or Tide Gauge
Aerial Photographs Primarx.indicators:
_ Other v ,. Inundated
-v -Saturated in Upper 12"
` No Recorded Data Available r' Water Marks
_ Drift Lines
Field Observations: _ Sediment Deposits
_ Drainage Patterns in Wetlands
Depth of Surface Water: (In.) SecondprY Indicators:
Ll Oxidized Roots Channels in Upper 12"
Depth to Free Water in Pit: (in.) _ Water-Stained Leaves
Local Soil Survey Data
Depth to Saturated Soil: (in.) y FAC-Neutral Test
Other (Explain in Remarks)
Remarks:

/ N
X11.
SOILS ?:z d 0. r? b. LL a.t ?h.
? '.'.T ?+ lfint 'Y
Map Un
K Name
(Series and Phase):

f
Taxonomy (Subgroup): x
?. ,?. Ak
ProAleDeseelotbn: ,. 'gym;z?
Depth Ustr(x Colors Mottle
? r
w
(inchni Hoemn mind Now
Ww
Y
ww"
?fl

`
D 6 lD r -r/ 71 5----
a
--

Hydric Soil Indicators:
_ Histosol _ Coriw'atlons
_ Histic Epipedon _ High Organic Content in Surface Layer in Sandy Soils
Sulfldic Odor Organic Streaking in Sandy Soils
Aquic Moisture Regime - Listed On Local Hydric Solie List
Reducing Conditions Lbted on National Hydric Solis List
Gleyed or Low-Chroma Colors Odwr. (Explain in Remarks)
Remarks:
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Yes No Is the Sampling Point `
Wetland Hydrology Present? Yes tom: No Within a Wetland? Y"- No
Hydric Soils Present? Yes ? Wo
Remarks:

DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Determination Manual)
Project 1 Site: _ Date: ,
Applicant / Owner: County:
Investigator: State:
Do normal circumstances exist on the site? Yes [a'No ? Community ID:
Is the site significantly disturbed (Atypical situation)? Yes ? No [ Transect ID:
Is the area a potential problem area? Yes ? No [ Plot ID:
(explain on reverse if needed)
VEGETATION
Dominant Plant Species Indicator Stratum Dominant Plant Species Indicator Stratum
1 9.
2 10.
3...
t 11.
4 12.
5. 13.
6. .. 14.
7. 15.
8. 16.
Percent of Dominant Species that are OBL, FACW, or FAC excluding FAC-).
Remarks:

HYDROLOGY
? Recorded Data (Describe In Remarks): Wetland Hydrology Indicators
? Stream, Lake, or Tide Gauge
? Aerial Photographs Primary Indicators:
? Other ? Inundated
0 §aturated in Upper 12"
? No Recorded Data Available ? Water Marks
0 -Drift Lines
Field Observations: ? Sediment Deposits
0' Drainage Patterns in Wetlands
Depth of Surface Water:
Secondary Indicators:
Depth to Free Water in Pit: Ln.) C Oxidized Roots Channels in Upper 12"
"
Water-Stained Leaves
C3
Depth to Saturated Soil: (in.) ? Local Soil Survey Data
? FAC-Neutral Test
Other (Explain in Remarks)
Remarks:
SOILS
Map Unit Name
(Series and Phase): Drainage Class:
Taxonomy (Subgroup): Confirm Mapped Type? Yes Q No Q
Profile Description:
Depth Matrix Colors
(inches) Horizon (Munsell Moist) Mottle Colors Mottle Texture, Concretions,
(Munsell Moist) Abundance/Contrast Structure
etc.
a ,

t_ r e
h

Hydric Soil Indicators:
? Histosol Q Concretions
? Histic Epipedon ? High Organic Content in Surface Layer in Sandy Soils
? Sulfldic Odor ? Organic Streaking in Sandy Solis
? Aquic Moisture Regime ? Listed On Local Hydric Soils List
? Reducing Conditions
' p Listed on National Hydric Soils List
O
Gleyed or Low-Chroma Colors ? Other (Explain in Remarks)
Remarks:
WFTI elan ncTC0se1?iwT1r%.1
Hydrophytic Vegetation Present? Yes f" No Q
Wetland Hydrology Present? Yes Q No Q
Hydric Solis Present? Yes E`. No Q
Is the Sampling Point
Within a Wetland?
Yes Cl' No r-1
r nv v / V.7VJ / IVKl..7
Remarks:
?0F WArF9Q Michael F. Easley, Governor
•?? G William G. Ross Jr., Secretary
North Carolina Department of Environment and NaturaI Resources
p Coleen H. Sullins, Director
Division of Water Quality
November 8, 2007
DWQ Project 11 06-0771, Ver. 2
Chatham County
CERTIFIED INIAIL: RETURN RECEIPT REQUESTED
Ms. Ann Fleming Pfann
The Inn at Celebrity Dairy
144 Celebrity Way
Siler City, NC, 27344
Subject Property: Celebrity Dairy Pond
Ut to Dry Creek, [030604, 16-34-(03), C, NSW]
RETURN OF APPLICATION
Dear Ms. Pfann:
On August 7, 2007, the Division of Water Quality (DWQ) received your application dated August 1, 2007 to impact
1,449 feet of streams, in order to construct the proposed dam and pond at Celebrity Dairy, a facility that includes
agricultural operations as well as bed and breakfast and meeting facilities. On September 11, 2007, the DWQ send
you a "Request For More Information" letter stating, "Please respond in writing within 30 calendar days of the date
of this letter by sending a copy of this information to me and to Lauren Cobb of the DWQ Raleigh Regional Office.
if you will not be able to provide the requested information within that tirneframe, please provide written
confirmation that you intend to provide the requested information, and include a specific timetable delineating when
the requested materials will be provided ff we do not hear from you in 30 calendar days, we will assume that yotr
no longer want to pursue this project and we will consider the project as returned." Based on conversation with
you agent on November 8, 2007, it appears that it may be some time before the requested information may be
available and for these reasons your permit application is hereby considered returned. Once you have redesigned
your project to address the problems and inadequacies with your application as it was submitted, you will need to
reapply for DWQ approval. This includes submitting a complete application package with the appropriate fee.
Please be aware that you have no authorization under Section 401 of the Clear Water Act for this activity and any
work done within waters of the state would be a violation of North Carolina General Statutes and Administrative
Code. Please call Nis. Cyndi Karoly or Mr. Ian McMillan at 919-733-1786 if you)H ve any questions or concerns.
l
Sin re y, /'
Cyndi Karoly, Supervisor
101 Ovcrsight.'E.?press Review Permitting Unit
C`B K rpm
cc: Lateen Witherspoon, DWQ Raleigh Regional Office
t'SACF Raleigh Regulatory Field Office
File Copy
Cents l Files
Robin Ma%cock, 5409 Nei%' Rebel Court, YounLsville, NC, 2796
I tlcnamc- 0601"1Cclehrith DairyPondN'ergl( hatham)Returned_Applicmion
? !ncr>?.ht 1 \prr„ Rr?tc?? l'cnnitltt,t l'nit
ticrci.c (rntcr. Ralcrdh, Nwu+h Carohna 2-60-1
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\n I qual Uhh?uuuui? ;AtlirnritiNv :Action 1 mph,Nkrr 5W RC,.N, led-lU°i, P01t l_ „nSUmer Paper
The Inn at Celebrity Dairy
144 Celebrity Dairy Way
Siler City, NC 27 344
FEIN: 56-2071173
2 October, 2007
Cyndi Karoly
401 Oversight'Express Review Permitting Unit
Division of Water Quality
NC Dept of Environmental and Natural Resources
1650 Mail Service Center
Raleigh, NC 27699-1650
Subject: DWQ Project # 06-0771, Ver.2
Celebrity Dairy Pond
(Ut to Dry Creek, [030604, 16-34-(03), C, NSW]
Dear Ms Karoly
This letter follows up on our telephone response to your 11 September, 2007 letter, in which you
requested that we provide your office with additional information needed to complete your
permit evaluation. You requested submission of the materials by 11 October, 2007, or at
minimum a written confinnation acknowledging your letter, and providing a timetable for its
subsequent submission.
I confirm receipt of your I I September, 2007 letter. We completing the technical items you
requested.,md Bally intend to submit the requested materials.
We are on schedule for completing the technical information by October 11, 2007. We are
making our best effort to submit the complete package to your office by 1 I October, 2007, but
our agent Robin Nlaycock and registered professional engineer Patrick Shillington may require
scti eral more clays -.- not to exceed one week - to assemble and submit the information, and will
deliver the complete package between 1 I land 18 October, 2007.
Sincerely,
Brit I'fann
("c: lam %tacMillan
Robin Maycock 5409 New Rebel Ct, Youngsville, NC 27596
Fat Shillington -- E2S 3008 Anderson Dr Raleigh, NC 27609
? 0F w H rFq Michael F. Easley, Governor
?bua ? pG William G. Ross Jr., Secretary
(q r North Carolina Department of Environment and Natural Resources
Q ? Coleen H. Sullins, Director
Division of Water Quality
September 11, 2007
DWQ Project # 06-0771, Ver. 2
Chatham County
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Ms. Ann Fleming Pfann
The Inn at Celebrity Dairy
144 Celebrity Way
Siler City, NC, 27344
Subject Property: Celebrity Dairy Pond
Ut to Dry Creek, [030604, 16-34-(03), C, NSW]
REQUEST FOR MORE INFORMATION
Dear Ms. Pfann:
On August 7, 2007, the Division of Water Quality (DWQ) received your application dated
August 1, 2007 to impact 1,449 feet of streams, in order to construct the proposed dam and pond
at Celebrity Dairy, a facility which includes agricultural operations as well as bed and breakfast
and meeting facilities. A 401 Water Quality Certification was issued on May 25, 2006 to create
this pond, but the impacts proposed at that time included 148 linear feet of fill for the dam and
700 feet of flooding, all on an intermittent stream segment. Your original application was for
General Certification 3364 to correspond with Nationwide Permit 40. Subsequently, your
consultant advised DWQ by email that the Corps had decided to apply Nationwide Permit 39 to
this project, rather than Nationwide Permit 40, thereby necessitating re-issuance of the 401
Certification under the correct corresponding General Certification. DWQ agreed that the 401
Certification could be re-issued without further review provided that the GC was the only issue,
and that there was no revision in the impacts.
Your current application involves a revised design, new dam location, and an additional 601 feet
of stream impacts. The proposed impacts include 149 linear feet of perennial stream fill, 490
linear feet of perennial stream loss due to inundation, and 1230 linear feet of intermittent stream
inundation. Please note that given the escalation of impacts and design revision, DWQ will be
required to perform additional technical review of this application. The DWQ has determined
that your application was incomplete and/or provided inaccurate information as discussed below.
The DVVQ will require additional information in order to process your application to impact
protected wetlands and./or streams on the subject property. Therefore, unless we receive five of
the additional information requested below, we will have to move toward denial of your
application as required by 15A NCAC 21-1 .0506 and will place this project on hold as incomplete
until we receive this additional information. Please provide the following information so that we
may continue to review your project.
401 OhcrsighuFxrress Review Permitting ('nit
1650 Mail Service Center, Raleigh, North Carolina 7599-1650
232 1 ('rabuce 13,ulevard, Suite 250, Raleigh, North Carolina 2'604
Phone. [phone] / FAY 919-733-6893 / Internet hitp h"o.enr state tic uti'ncwctlptnds
pine
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An Equal Opportunity/Affirnnativc Action F niployer - .50% Recycled/ l0% Post Consumer Paper
uV 11119 at %- .Iwo Ily Lau y
Page 3 of 3
September 11, 2007
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 Mr. Ian McMillan or Ms. Cyndi
Karoly at 919-733-1786 if you have any questions regarding or would like to set up a meeting to
discuss this matter.
SyCyndi Karoly, Supervisor
401 Oversight/Express Review Permitting Unit
CBKlijm
cc: Lauren Cobb, DWQ Raleigh Regional Office
USACE Raleigh Regulatory Field Office
File Copy
Central Files
Max Fowler, Dam Safety Program, Division of Land Resources
Robin Maycock, 5409 New Rebel Court, Youngsville, NC, 27556
Filename: 060771 CelebrityDairyPondVer2(Chatham)On_Hold
?0F WATF?? M1lichaelF I.asley,Gu?ernor
?17t G William G. Ross, Jr, Secretarv
1 North Carolina Department of Fncn onment and Natural Resources
? s
rector
Alan \\. Klimek, P G.. Di 4. `
< Di%isson of Water Ouahty
March 22, 2007
Mrs. Fleming Pfann
Celebrity Dairy
198 Celebrity Dairy Way
Siler City, NC 27344
IPRRO 07-009
County: Chatham
INTERMITTENT/PERENNIAL (I/P) STREAM DETERMINATION
Project Name: Celebrity Dairy
Location;'Directions: Site is located south of Silk Hope and east of SR 1504
Subiect Stream(s): UT to Dn, Creek
Date of I/P Determination(s): 3/21/07
Feature I/P Location of I/P Point Notes/Basis for Call (Stream Form Rating, Biol. Indicators,
Call* (GPS Points and/or etc.).
Fla
_
A P Flag A Below I/P Point: Crayfish, Gomphidae, Amphipoda,
Isopoda, tadpoles, Ephemeroptera - Above I/P Point:
- Am hi oda, Iso oda
B P Flag B Below I/P Point: crayfish, Amphipoda, Isopoda, Tadpoles
I - Above I/P Point: Amphipoda, Isopoda
_ _
F-p -- -- P --- - -- ----
* I/P - Intermittent/Perennial
This on-Site determination shall twpire five (5),years from the date of this letter. Landoroners or aJfec•ted parties
that dispute a determination made b}• the DIVA or Delegated Local may request a determination by the Director.
.4 request for a determination by the Director shall be referred to the Director in writing c lo C j•ndi Karol j,, D iVQ
Wetlands,"401 Unit, 2321 Crabtree Blvd., Raleigh, NC3'604-2260. Fort inust act within 60 days of the date that
you receire this letter. . applicants are hereby notified that the 60-da}• s7atutory appeal time: does not start until the
g1fected party (including downstream and adjacent landoxvters) is notified q this decision. DJVQ recommends
that the applicant conduct this notification in order to be certain that third party appeals are made in a timely
manner. To ask for a hearing, send a written petition, )rlric•h conforms to Chapter 150B of the North Carolina
General Statutes to the Office of. l dministr•atit,e Hearings, 6 -1411ail Service Center, Raleigh, N. C. 2 "699-6 "14.
This ileter•tnination is final and hinding unless you ask jitr a hearing within 60 days.
,1 ?ltlir?llll?
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Action ID. SAW-2006-20797
U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
County: Chatham USGS Quad: Silk Hope
GENERAL PERINIIT (REGIONAL AND NATIONWIDE) VERIFICATION
Property Owner / Authorized Agent: The Inn at Celebrity Dairy
Address: Ms. Ann Fleming Pfann
144 Celebrity Way
Siler City, NC 27344
Telephone No.: 919-742-5176
Size and location of property (water body, road name/number, town, etc.): The project site is located Celebrity Wad
aDDroximately 2 miles from the intersection with INIt. Vernon Mountain Road near Siler Citv, Chatham Countv
North Carolina and is identified as the Celebrity Dairv Pond. Aquatic features on site drain to Drv Creek in the
Cape Fear River Basin.
Description of projects area and activity: I his permit verification allows for impacts to 0.078-acre (848 linear feet) of
intermittent stream exhibitine unimportant aquatic functions durinLy construction and flooding of a Dond. A
break-down of impacts associated with this project include 0.014-acre of stream channel (148 linear feet) proposed
for direct fill for the dam, and 0.064-acre (700 linear feet) proposed for impact via flooding. Since this stream is
assessed as not having important aquatic functions, no mitigation is required.
Applicable Law: ® Section 404 (Clean Water Act, 33 USC 1344)
? Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: Regional General Permit Number:
Nationwide Permit Number: 39
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the attached
conditions and your submitted plans. Any violation of the attached conditions or deviation from your submitted plans may subject the
permittee to a stop work order, a restoration order and/or appropriate legal action.
This verification is valid until the NWP is modified, reissued, or revoked. All of the existing NWPs are scheduled to be modified,
reissued, or revoked prior to March 18, 2007. It is incumbent upon you to remain informed of changes to the NWPs. We will issue a
public notice when the NWPs are reissued. Furthermore, if you commence or are under contract to commence this activity before the
date that the relevant nationwide permit is modified or revoked, you will have twelve (12) months from the date of the modification or
revocation of the NWP to complete the activity under the present terms and conditions of this nationwide permit. If, prior to the
expiration date identified below, the nationwide permit authorization is reissued and/or modified, this verification will remain valid
until the expiration date identified below, provided it complies with all new and.'or modified terms and conditions. The District
Engineer may, at any time, exercise his discretionary authority to modify, suspend, or revoke a case specific activity's authorization
under any NWP.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification You
should contact the NC Division of Water Quality (telephone [phone]S6) to determine Section 401 requirements.
For activities occurring within the twenty crustal counties subject to regulation under the Coastal Area Management Act (LAMA),
prior to beginning xN ork you must contact the N.C. Division of Coastal Management.
This Department of the Army verification does riot relieN e the permittee of the responsibility to obtain any other required Federal,
State or local approvals permits.
If there are any questions retarding this ? cri f ication, an) of the conditions of the Permit, or the Corps of Engineers regulatory
program, please contact Monte Matthews.
Corps Regulatory Official: Monte %latthews
Fxpiratlon Datc of Vcrlficalion: March 18, 2007

Date: March 14, 2007

Page 1 of 2

SURVEY PLATS, FIELD SKETCH, WETLAND DELINEATION FORMS, PROJECT PLANS, ETC.,
MUST BE ATTACHED TO THE FILE COPY OF THIS FORM, IF REQUIRED OR AVAILABLE.
Copy Furnished:
Robin Maycock Little
5409 New Rebel Court
Youngsville, NC 27596
MSN Hutmail -

Hotmail'9
From : Cyndi Karoly <[e-mail]>
Sent : Thursday, January 18, 2007 1:37 PM
To : Robyn Maycock <environmental- [e-mail]>
Subject : Re: Celebrity Dairy Pond
--- --
Vi,s i fa,Ic? - I }::sr In"ie-1 _ 1,e _;,,I sc: wor'rk. both _ri1y d.-:.;7 ti _ ?.,nce. We .'an ,;-t _t ;ut
ont week-.

?'yn?9i: --an confirm that thiy are tJne s,,me by sending you a "yy of the original with the
new ?Erst??n... ..r ;1.st in wriIing crifii-m it... which _. you prefer? 1hn',ks for your help -
i how you are :rl-ways very b,ay. R,;bin
ti'rom: Cyndi hrlrol y < '
To: R???byn Maycock
J?tbjec.t: Re: i i-?brity P.air'Y Pvnd
!;tte: WE d, 1-1 d,1n .-.07 l(;:39:15 -0500
1 _An re sue it with the cnrrput 0: and MW °feri?nr,.r{. Please confirm thit your
existinq 401 is otheiwi-se ?r.?actiy the same, i.e.. those is no revision in the impacts.
Robyn Maycoc:k wrgi..e:
P. .ir "ynd i :
a ,lestion for 'Y?'u Cin 7-WQ " "c.t # b?it,y 'airy pond.
I Wp od Wr a 'iW 10 ! 0-1, :_n y:,y 19, ?00t, t ;r .ia i ,ult:ur 31 Activities, fcr a
1r rnd f,)r aq I pi i 9
- ?M() i sued 1 101, wlth:)Ut,te LrVi,;w.
-,rt , ty 2"1,
site a rd stated Hat I Lh:uld have pplied for a
on M<tl 3:1, 1'?>dd 1 _?we11 licit ! Up
NW ?(,r 2i pond, and that. t,,r a NW 39 with lc_ss F:han 150 If cf impact, no
well-utd ir?t.r,ct:', ifid n,: ,rWQ nhcu.,l not h,ar(p-d r 1-" and should haves
,
??cl c aed a ui t" ,y c'r py -111y. W' 1 a.;t c ?3 tar , 1` L,)n ->f tho dam to
mLntmt? . -?nA -i,,wi i imp .runt - .<' mi impa T5 ib ct _A fmq Tnn-fm.
i wculd? i k to re Apply toy a NW " .aoA W 33""3, but T do n,at fuel theit my cli,rnt
h, tLt1 t„a.n. to p'a'/ a t I'Tair. .:.r,rt:.-„e 1A" but. i woul(. 11 h I t
there is <1 way tc work this r,t. MLy cii[a . i-n *hE= .iIp1- cat, Ion -If(' '1:;O to
min 'Iin & AVM i'i,?irr.e... i ,A v ,F t .yew whit zi thM as ..;on as you _an.
hi-

1, , f :_ .,y. ? i: t F i 1'' 1 . _ ?i _.,I: "u.. i t.}, , i ..
hltp:Ohv 11 Ofi ON 1 1O.h??t?»aiLrrlsn.????z1'ct,i-hin;` etnls?'?curmh«.? 00000000'?or'_(IOOOO"/)2dOOOo("(,2dO... li 19,2007
4. ,
APPENDIX B
J
L I 62s
ENGINEERING & ENVIRONMENTAL SCIENCE COMPANY
3008 ANDERSON DRIVE, SUITE 102
RALEIGH, NC 27609
[phone]
LETTER OF TRANSMITTAL
Date: March 14, 2008
Subject: Proposed Dam
144 Celebrity Way
Slier City, NC 27344
Chatham Co.
To: Dam Safety
From: Engineering & Environmental Science Company
Pat Shillington
Submitted is the Hazard Classification Data Form and the Dam Jurisdiction form for the
above reference proposed damp ??.
T. Patrick Shillington, P.
V
i T
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF LAND RESOURCES
LAND QUALITY SECTION
DAM SAFETY PROGRAM
Data Needed to Determine if a Dam is
Governed by the Dam Safety Law of 1967 (as Amended)
If it is your desire to have the Land Quality section's Dam Safety
Program staff determine if your dam is governed by the Dam Safety Law of 1967
(as amended) (General Statute 143-215.23-37), please complete this form and
return to:
State Dam Safety Engineer
North Carolina Department of Envircnment
and Natural Resources
Division of Land Resources
Land Quality section
1612 Mail Service Center
Raleigh, NC 27699-1612
1• Name of Owner Brett and Ann Fleming Pfann
Address 144 Celebrity Wav
City Siler Cit
State NC Zip 27344
Telephone [phone]
2. County in Which Dam is Located
Chatham
Brief Description of Location From Pittsboro on Hwy 64 headin
west, turn right on SR-1504, then turn right on Celebrity Wav
Name of Stream Unnamed tributary to Dry Creek
Nearest State Road Number (SR #)
Drainage Area in Acres
SR-1504
194.4
?{ T
Data Needed to Determine if a Dam is Governed by the Dam
Safety Law of 1967 (As Amended)
Page Two
4. Impoundment Area at Normal Pool in Acres 17.3
5 Impoundment Area at Top of Dam in Acr es 20.1
6. Depth of Water at Normal Pool in Feet 10.6
7 Depth of Water at Top of Dam in Feet 12.6
8 Height of Dam from Highest Point on the Top of the Dam to the Lowest
Point on the Downstream Toe of the Dam in Feet
14.9
9 Other Information to Describe What is Located Downstream from the Dam
such as Structures, Roads, Etc.
Only dirt roads on the sub ect p roperty are downstream of the
proposed dam. The water will have to travel about 4200 f to leave the
property owned by Brett and Ann Fleminq Pfann.
10. Please Attach a Copy of a Map (Preferably, a USGS Quad Map)
Showing the Location of the Dam.
dsgovern.frm (Revised 8/24/00)
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USGS Silk Hope Quadrangle Map
1 "=2000'
621
A
Hazard Classification Data Forms for Dams
Dam name Celebrity Dam County Chatham
Dam number River / stream unnamed tributary to Dry Creek
USGS 7.5-minute quadrangle Silk Hope
Dam height 14.9 -? Surface area (acres) 20.1
Storage capacity 101.1
Primary downstream land use Woodland
Downstream improvements None / other
Downstream improvement data - 1
Type none
Distance
Flood plain width
Channel slope
I Print Form
Elevation above floodplain
Breach wave elevation
Culvert / bridge dimensions
Traffic count
Downstream improvement data - 2
Type none
Distance
Flood plain width
Channel slope
Elevation above floodplain
Breach wave elevation
Culvert / bridge dimensions
Traffic count
Downstream improvement data - 3
Type none
Distance
Flood plain width
Channel slope
Elevation above floodplain
Breach wave elevation
Culvert / bridge dimensions ?-
Traffic count
Downstream improvement data - 4
Type none
Distance L
Flood plain width 1
Elevation above floodplain
Breach wave elevation
Culvert / bridge dimensions 1
Channel slope I Traffic count ?-
Describe potential for loss of life and
structural or environmental damage to
existing or potential future downstream
improvements
Very low potential. Only dirt roads are down stream of the proposed dam.
By T. Patrick Patrick Shillington, P. E. Title Eng. & Env. Science Co. Date 03/14/08
Concurred by Title
Date
Recommended hazard classifiction Low
Dam Hazard Classification - Hazard classification and quantitative guidelines (summary table for information)
Low
Hazard classification
Interruption of road service,
Low volume roads
Economic damage
Intermediate
Hazard classification
Damage to highways,
Interruption of service
Economic damage
High
Hazard classification
Loss of human life*
Economic damage
*Probable loss of human life due to
breached roadway or bridge on or I
dam.
Quantitative quidelines
Less than 25 vehicles per day
Less than $30,000
Quantitative guidelines
25 to less than 250 vehicles per day
$30,000 to less than $200,000
Quantitative guidelines
Probable lost of 1 or more human lives
More than $200,000
250 vehicles per day
Note: Cost of dam repair and loss of service should be included in economic loss estimate if the dam is a publically owned utility,
such as a municipal water supply dam.
Form: Dam-Safety-Hazard Classification dataform for dams - Rev.09/27/2006
. i
6Cs
ENGINEERING & ENVIRONMENTAL SCIENCE COMPANY
3008 ANDERSON DRIVE, SUITE 102
RALEIGH, NC 27609
[phone]
March 14, 2008
Brett and Ann Fleming Pfann
The Inn at Celebrity Dairy
144 Celebrity Way
Siler City, NC 27344
RE: Dam Evaluation and Design
Celebrity Dairy
144 Celebrity Way
Siler City, NC
Dear Brett and Ann Fleming Pfann:
The following discusses the dam evaluation and design for the above reference site. The
separately submitted drawing reflect this evaluation
GENERAL PROJECT INFORMATION
The proposed dam and reservoir are located on two parcels of land owned by Brett and
Ann Fleming Pfann. The subject property is located on SR-1504 (Mt. Vernon Hickory
Mountain Rd.). (See Figure 1 Attachment A)
The dam will be approximately 14.9 ft. high (top of the crest to the streambed at the
downstream toe of the darn embankment). The dam will be approximately 590 ft. long
and require approximately 5480 cubic yards of fill placement. The outline of the dam
and associated outlet structures will impact about 191 lineal feet of intermittent stream.
The reservoir will cover 11.3 acres at normal pool level and 17.2 aces during the 100-
year, 24 hr. frequency rain event. Assuming the reservoir water level is at the top of the
dam crest, an area of 20.1 acres would be covered by water. The water storage potential
behind the dam at crest level is 101.6 acre-ft. The watershed area draining to the
reservoir is approximately 194.4 acres.
The primary spillway for the dam will consist of a 30 inch diameter corrugated metal
pipe and a 24 inch diameter horizontal corrugated metal pipe. The secondary or
emergency spillway will be a grass lined 21 ft. wide ditch. The primary spill way can
handle the 10-year, 24-hr rain event with no discharge through the secondary spillway.
During the 100-year rain event, only 0.4 ft. water depth will pass through the secondary
spillway.
. I
Page 2
Celebriti Dairy
Proposed Dam
EVALUATION
The SCS TR-55 method was used to calculate the 10-year and 100-year rain events.
Soils in the watershed (Figure 2) consist of Cid (C Hydrologic Group), Georgeville (B).
Herndon (B) and Nanford (C). The majority of the soils are C Hydrologic Group.
Ground cover is grass land or woods and these conditions are not expected to change.
Attachment B contains the supporting calculations for the dam design.
The stream is ungaged and the method provided in Low--Flow Characteristics of Streams
in North Carolina. USGS Water-Supply Paper 2403 by G. L. Giese and Robert R. Mason.
Jr. was used to evaluate the Mean Annual Daily Flow and the 7-day. 10-year low- floe-
(7Q10) (See Attachment C). The evaluation indicated a Mean Annual Daily Flow of 0.3
ft.'/sec. and 0 ft.'/sec. for 7Q10 Flow. Also. site observations indicated no point source
discharges of wastewater occur down stream of the proposed dam. Based on the above
information per 15A NCAC 2k .0502(1), no minimum release is required for the
proposed dam.
CLOSURE
We appreciate serving you on this project. Please contact us if you have any questions
about our evaluation.
Sincerely.
l I ?C 61 i
T. ?atrick Shill4rigto ."E.
President
lc? taS?J"? 4,F
SEAL
15472
Attachment A: Figures
Attachment B: Dam Evaluation Calculations
Attachment C: Mean Annual Daily Flow and 7Q10 Flow Evaluation
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RUNOFF CURVE NUMBER COMPUTATION Version 2.10
Project celebrity dairy User: tps Date: 02-17-2008
County chatham State: nc Checked: Date:
Subtitle: dam
Subarea . 1
------------------------------------------------------
Hydrologic Soil Group
COVER DESCRIPTION A B C D
Acres (CN)
--------------------------------------------------------
FULLY DEVELOPED URBAN AREAS (Veg Estab.)
Open space (Lawns,parks etc.)
Good condition; grass cover > 7SX - 4.8(61) 73.6(74) -
Impervious Areas
Paved parking lots, roofs, driveways
OTHER AGRICULTURAL LANDS
Woods good
Total Area (by Hydrologic Soil Group)
1 (98) -
- 115(70) -
4.8 189.
----------------------------------------------------
SUBAREA: 1 TOTAL DRAINAGE AREA: 194.4 Acres WEIGHTED CURVE NUMBER: 71
TIME OF CONCENTRATION AND TRAVEL TIME Version 2.10
Project celebrity dairy User: tps Date: 02-17-2008
County chatham State: nc Checked: Date:
Subtitle: dam
Subarea #1 - 1
Flow Type 2 year Length Slope Surface n Area Wp Velocity Time
-------------rain- (ft) (ft/ft)
---- code
---- (sq/ft) (ft) (ft/sec) (hr)

Sheet 3.42
300
0.003 -
----
h ----
------------------------

Shallow Concent'd
1500
.019
u 1.781
0.187
Time of Concentration = 1.97*
--- Sheet Flow Surface Codes ---
A Smooth Surface F Grass, Dense
B Fallow (No Res.) G Grass, Burmuda
C Cultivated < 20 T Res. H Woods, Light
D Cultivated > 20 % Res. I Woods, Dense
E Grass-Range, Short J Range, Natural
* - Generated for use by TABULAR method
--- Shallow Concentrated ---
--- Surface Codes ---
P Paved
U Unpaved
TABULAR HYDROGRAPH METHOD Version 2.10
Project celebrity dairy User: tps Date: 02-17-2008
County chatham State: nc Checked: Date:
Subtitle: dam
Total watershed area: 0.304 sq mi Rainfall type: II Frequency: 10 years
-------------------------- Subareas --------------------------
1
Area(sq mi) 0.30*
Rainfall(in) 4.9
Curve number 71*
Runoff(in) 2.04
Tc (hrs) 1.97*
(Used) 2.00
TimeToOutlet 0.00
Ia/P 0.17
Time Total ------------- Subarea Contribution to Total Flow (cfs) ------------
(hr) Flow 1
11.0 3 3
11.3 4 4
11.6 5 5
11.9 7 7
12.0 7 7
12.1 9 9
12.2 12 12
12.3 17 17
12.4 24 24
12.5 32 32
12.6 42 42
12.7 54 54
12.8 68 68
13.0 94 94
13.2 113 113
13.4 128P 128P
13.6 124 124
13.8 115 115
14.0 104 104
14.3 82 82
14.6 66 66
15.0 51 51
15.5 38 38
16.0 30 30
16.5 25 25
17.0 21 21
17.5 19 19
18.0 17 17
19.0 14 14
20.0 12 12
22.0 9 9
26.0 2 2
P - Peak Flow * - value(s) provided from TR-55 system routines
STORAGE VOLUME FOR DETENTION BASINS Version 2.10
Project celebrit y dairy User: tps Date: 02-17-2008
County chatham State: nc Checked: Date:
Subtitle: dam
Drainage Area: .30375 Sq miles Rainfall Frequency : 10 years
Rainfall-Type: II
Runoff: 2.0 inches
Peak Inflow: 128.00 cfs
Detention Basin Storage Volume: 13.00 Peak Outflow: 36 cfs
STORAGE VOLUME F OR DETENTION BASINS Version 2.10
Project celebrity dairy User: tps Date: 02-17-2008
County chatham State: nc Checked: Date:
Subtitle: dam
Drainage Area: .30375 Sq miles Rainfall Frequency : 10 years
Rainfall-Type: II
Runoff: 2.0 inches
Peak Inflow: 128.00 cfs
Detention Basin Storage Volume: 14.504 Peak Outflow: 28 cfs
STORAGE VOLUME FOR DETENTION BASINS Version 2.10
Project celebrity dairy User: tps Date: 02-17-2008
Countv chatham State: nc Checked: Date:
Subtitle: dam
Drainage Area: .30375 Sq miles Rainfall Frequency: 10 years
Rainfall-Type: II
Runoff: 2.0 inches
Peak Inflow: 128.00 cfs
Detention Basin Storage Volume: 16.00 Peak Outflow: 22 cfs
STORAGE VOLUME FOR DETENTION BASINS Verson 2
10
Project celebrity dairy User: tps .
Date: 02-17-2008
County chatham State: nc Checked: Date:
Subtitle: dam
Drainage Area: .30375 Sq miles Rainfall Frequency: 10 years
Rainfall-Type: II
Runoff: 2.0 inches
Peak inflow: 128.00 cfs
Detention Basin Storage Volume: 17.50 Peak Outflow: 16 cfs
STORAGE VOLUME FO R DETENTION BASINS Version 2
10
Project celebrity dairy User: tps .
Date: 02-17-2008
County chatham State: nc Checked: Date:
Subtitle: dam
Drainage Area: .30375 Sq miles Rainfall Frequency: 10 years
Rainfall-Type: II
Runoff: 2.0 inches
Peak Inflow: 128.00 cfs
Detention Basin Storage Volume: 18.20 Peak Outflow: 13 cfs
TABULAR HYDROGRAPH METHOD Version 2.10
Project celebrity dairy User: tps Date: 02-17-2008
County chatham State: nc Checked: Date:
Subtitle: dam
Total watershed area: 0.304 sq mi Rainfall type: II Frequency: 100 years
-------------------------- Subareas
--------------------------
1
Area(sq mi) 0.30*
Rainfall(in) 7.3
Curve number 71*
Runcff(in) 3.98
Tc (hrs) 1.97*
(Used) 2.00
TimeToOutlet 0.00
Ia/P 0.11
Time Total - ------------ Subarea Contribution to Total Flow (cfs) ------------
(hr) Flow 1
11.0 8 8
11.3 10 10
11.6 13 13
11.9 18 18
12.0 21 21
12.1 24 24
12.2 31 31
12.3 41 41
12.4 57 57
12.5 75 75
12.6 95 95
12.7 122 122
12.8 150 150
13.0 203 203
13.2 239 239
13.4 269P 269P
13.6 250 250
13.8 232 232
14.0 205 205
14.3 159 159
14.6 127 127
15.0 97 97
15.5 71 71
16.0 56 56
16.5 45 45
17.0 37 37
17.5 33 33
18.0 29 29
19.0 25 25
20.0 22 22
22.0 16 16
26.0 4 4
P - Peak Flow * - value(s) provided from TR-55 system routines

Project celebrit STORAGE VOLUME FOR DETENTION BASINS
y dair Version 2.10

County chatham y
State: nc User: tps
Checked: Date: 02-17-2008

Subtitle: dam Date:
Drainage Area: .30375 Sq miles Rainfall Frequency: 100 years
Rainfall-Type: II
Runoff: 4.0 inches
Peak Inflow: 269.00 cfs
Detention Basin Storage Volume: 12.00 Peak Outflow: 2 07 cfs
STORAGE VOLUME FOR DETENTION BASINS
Project celebrity dairy Version 2.10

County chatham
State: nc User: tps
Checked Date: 02-17-2008

Subtitle: dam : Date:
-
Drainage Area: .30375 Sq miles Rainfall Frequency: 100 years
Rainfall-Type: II
Runoff: 4.0 inches
Peak Inflow: 269.00 cfs
Detention Basin Storage Volume: 15.00 Peak Outflow: 168 cfs
STORAGE VOLUME FOR DETENTION BASINS Version 2
10
Project celebrity dairy User: tps .
Date: 02-17-2008
County chatham State: nc Checked: Date:
Subtitle: dam
Drainage Area: .30375 Sq miles Rainfall Frequency: 100 years
Rainfall-Type: II
Runoff: 4.0 inches
Peak inflow: 269.00 cfs
Detention Basin Storage Volume: 18.00 Peak Outflow: 13 3 cfs

Project celebrity STORAGE VOLUME FOR DETE
dairy NTION BASINS Version 2.10

County chatham
Stat User: tps Date: 02-17-2008

Subtitle: dam e: nc Checked:
Date:
Drainage Area: .30375 Sq miles Rainfall Frequency: 100 years
Rainfall-Type: II
Runoff: 4.0 inches
Peak Inflow: 269.00 cfs
Detention Basin Storage Volume: 21.00 Peak Outflow: 105 cfs
STORAGE VOLUME FOR DETENTION BASINS
Project celebrity dairy Version 2.10

County chatham
State User: tps Date: 02-17-2008

Subtitle: dam : nc Checked:
Date:
Drainage Area: .30375 Sq miles Rainfall Frequency: 100
ears
Rainfall-Type: II y
Runoff: 4.0 inches
Peak Inflow: 269.00 cfs
Detention Basin Storage Volume: 24.00 Peak Outflow: 83 cfs
STORAGE VOLUME FOR DETENTION BASINS Version 2.10
Project celebrity dairy User: tps Date: 02-17-2008
County chatham State: nc Checked: Date:
Subtitle: dam
Drainage Area: .30375 Sq miles Rainfall Frequency: 100 years
Rainfall-Type: II
Runoff: 4.0 inches
Peak Inflow: 269.00 cfs
Detention Basin Storage Volume: 27.00 Peak outflow: 66 cfs
c STORAGE VOLUME FOR DETENTION BASINS Version 2.10
Project celebrity dairy User: tps Date: 02-17-2008
County chatham State: nc Checked: Date:
Subtitle: dam
Drainage Area: .30375 Sq miles Rainfall Frequency: 100 years
Rainfall-Type: II
Runoff: 4.0 inches
Peak Inflow: 269.00 cfs
Detention Basin Storage Volume: 30.00 Peak Outflow: 51 cfs
STORAGE VOLUME FOR DETENTION BASINS Version 2.10
Project celebrity dairy User: tps Date: 02-17-2008
County chatham State: nc Checked: Date:
Subtitle: dam
Drainage Area: .30375 Sq miles Rainfall Frequency: 100 years
Rainfall-Type: II
Runoff: 4.0 inches
Peak Inflow: 269.00 cfs
Detention Basin Storage Volume: 33.00 Peak Outflow: 38 cfs
STORAGE VOLUME FOR DETENTION BASINS Version 2
10
Project celebrity dairy User: tps .
Date: 02-17-2008
Countv chatham State: nc Checked: Date:
Subtitle: dam
Drainage Area: .30375 Sq miles Rainfall Frequency: 100 years
Rainfall-Type: II
Runoff: 4.0 inches
Peak Inflow: 269.00 cfs
Detention Basin Storage Volume: 35.60 Peak Outflow: 2 7 cfs

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RIPRAP LINED PLUNGE POOL FOR CANTILEVER OUTLET (Version 8.99)
(Reference Design Note No. 6 (Second Edition), Jan. 23, 1986
JOB:
DESIGNER: Date: 3/15/2008
CHECKER: Date:
INPUT DATA
Conduit Diameter D = 2.00 ft
Conduit Discharge: Q = 20.00 cfs
Conduit Slope at Outlet: S = 0.01 ft/ft
Conduit Outlet Invert Elevation: El, CO = 555.70 ft
Tailwater Elevation: El, TW = 553.80 ft
Outlet Channel Invert Elevation: El, CH = 552.70 ft
Water Density: RHO = 1.00
Bed/Riprap Particle Density: (Default 2.64) RHOS = 2.64
D, 50 Riprap Size: RS = 0.75 ft
Riprap Thickness: (2.5*D, 50 recommended) RT = 1.88 ft
Bedding Thickness: (6 inch min. rec.) (Enter 0 for geotextile) BT = 0.00 ft
Side Slope Ratio: Zw = 2.00 ft/ft
Upstream End Slope Ratio: Zlu = 3.00 ft/ft
Downstream End Slope Ratio: Zld = 2.00 ft/ft
Combined End Slope Ratio: Z1 = 2.50 ft/ft
OUTPUT---POOL LOCATION AND DIMENSIONS:
Vert. Dist. from Tailwater to Conduit Invert: Zp = 1.90 ft
Submergence Check: (If Zp < 0 , Use Zp = 0) Use Zp = 1.90 ft
Beaching Check: [Q/(gD^5)^0.5 <_ (1.0+25*D,50/D)] 0. K.
**Beaching Controlled**
Distance from Conduit Exit to C/L Pool: Xm = 4.36 ft
Pool depth at C/L Below Conduit Invert: Zp+0.8Zm = 4.44 ft
Pool Bottom Elev: EI,PB = 551.26 ft
Pool Bottom Length: 2Lr2 = 2.16 ft
Pool Bottom Width: 2Wr2 = 2.02 ft
Upstream Pool Length at Tailwater Elev.: Lru = 8.69 ft
Downstream Pool Length at Tailwater Elev.: Lrd = 6.15 ft
Pool Width at Tailwater Elev.: 2Wr = 12.16 ft
Check Side Slope Ratio: (Wr>=We) 0. K.
**Side Slope Ratio Zw O.K.**
Check Min. End Slope Ratio: (Lru & Lrd >= Le) 0. K.
**End Slope Ratios O.K.**
Check Upstream Length: (Lru >= Xm) 0. K.
**End Slope Ratio Zlu O.K.**
Pool Bottom Elev. at Bottom of Riprap: El, BR = 549.39 ft
Pool Bottom Elev. at Bottom of Bedding: El, BB = 549.39 ft
OUTPUT---VOLUMES BELOW WATER SURFACE ELEVATION:
Volume of Excavation (measured from bottom
surface of bedding): V,pbs = 31.9 c u yd
Volume of Rock Riprap: V,rs = 25.3 c u yd
Area of Geotextile: A,gt = 69.3 sq yd
Spreadsheet developed by D. Hurtz, Midwest NTC, 1/90
Spreadsheet modified by M. Dreischmeier, Eau Claire TC, Wis., 3/98
Design Note No. 6 (Second Edition), Jan. 23, 1986
. 16
RIPRAP LINED PLUNGE POOL FOR CANTILEVER OUTLET
Reference Design Note No. 6 (Second Edition), Jan. 23, 1986
Elev. 555.7 Elev.
0 552.7
Elev.
4.4 551.3
2.2
1
3.0
2.9 -+
4.4 ---?
8.7
2.0
8.1 --?
SECTION A-A
1
20.5 -
12.2
1.9
2.0
1
2.9 -

ROCK GRADA-
SECTION B-B
i
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Attachment C: Mean Annual Daily Flow and 7Q10 Flow Evaluation
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ti

ow-Flow Characteristics of
Streams in North Carolina

United States
Geological
Survey
Water-Supply
Paper 2403
Prepared in cooperation
with the North Carolina
Department of Environment,
Health, and Natural
Resources
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. Summary of low-flow frequency characteristics of unregulated streams draining less than 400 square miles in
wer drainage area limit of zero flow not determined, but probably less than 0.5 square mile]
/-.Hy-,drologic Carolina, by hydrologic area
Flow, !n cubic feet per second per square mile Drainage area,
area Number Low-flow In square miles,
name and number of sites cherao- below which Indicated
tedaucs Maximum 75th per- 50th per- 25th per- low-How statistic
Gentile eentlle centile Minimum generaity has a
zero value
Coastal Plain physiographic area
Clay soils 11 7Q10 0.019 0.002 0.000 0.000 0.000 3
5
W7Q10 .060 .010 .008 000 •000 3
7Q2
30Q2 .028
053 .012 .001 .000 ,000 2
. .032 .010 .000 •000 2
Sandy soils 38 7Q10 .135 .022 .006 .001
1 000
2
W7Q 10 .340 .104 .065 .0 000 2
7Q2
30Q2 .250
340 .083 .043 .009 .000 2
.
.
152 •090 .034 .002 2
Sand Hills
(3) 24 7Q10
W .694 .489 .318 .212 .112
(A)
7Q10
7Q2 1.053
876 .711 .600 .508 .221 (A)
30Q2 .
1.053 .618
789 .495
637 .391 .217 (A)
. . .504 .320 (A)
Eastern and central Piedmont physiographic area
Eastem Slate Belt
(HA4) 4 7Q10 0.007 0,005 0.000 0 0
000
W7Q10 .065 .065 .045 .007 .
? 18
7Q2 .063 .060 .038 .007
? 8
8
30Q2 .140 .130 .083 .016 .000 g
Raleigh
(5Belt
25
7Q10
.216
.123
.065

.016

004

W7Q10
.432
.256
.177
.109 .
,044 2

2
7Q2
30Q2 .378
486 .248
330 .187 .092 ? (A)
. . .269 .154 .095 (A)
Triassic Basin
(HA6) 10 7Q10 .004 .000 000 000
000
W7Q10 .015 .005 .000 000 .
.000 45
15
7Q2
30Q2 .015
025 .004
014 000 .000 .000 22

Carolina SI
a Sl . . .005 .001 .000 13

Belt 58 7210
10 .131 .015 .005 000 000
3
7Q2 .211 .069 .038 .016 000
30Q2 .254 .104 .071 .028 ,
.000 1
1
Carolina Slate Belt
(acgiilite wan) (HA8) 9 7Q10 .009 .007 .001 .000 .000
12
W7,QI0 ,..:. :..026 _ 017 007 .005 001
7Q2
30Q2 .035
060 .019 .007
'? .
•? (A)
5

Charlotte Belt and . 029 .014 .010 .002 (A)

Milton Belt (HA9) 38 7Q10
W7 10 .160
330 .104
.064
.031

7Q2 .
.304 .232
210 .
154
149 •090 .027
1
30Q2 .365 .
.271 .
.201 .088
125 .026
045 1
. . 1
Western Piedmont and mountains physiographic area
Western Piedmont and 301 7Q10 1.062 0.451 0
317

mountains (HA10)
W7Q10
1.357

583 . 0.200
0.000
(A)

7Q2
1.585
.716 .448
.548 .338
.387 .098
046 (A)
30Q2 1.819 .851 .671 .475 ,
.180 (A)
(A)

Low-Flow Hydrologic Aroma 5