20110155 Ver 1_401 Application_20110211

C
A S S O C I A T E S
February 14, 2011
20110155
~ _ ~~"
Mr. Tyler Crumbley
Regulatory Specialist
Asheville Regulatory Field Office
US Army Corps of Engineers -Wilmington District
151 Patton Avenue, Room 208
Asheville, North Carolina 28801
Dear Mr. Crumbley:
~~~p~~
FE;=s ~ ~ ~~~~
RE: Pre-Construction Notification Form
Fletcher Town Hall
Henderson County, North Carolina
Please find enclosed one (1) complete Pre-Construction Notification (PCN) submittal
package for your review for the above referenced project. The complete submittal package
includes the following information:
1. One (1) completed PCN form.
2. One (1) copy of the overall site plan.
3. One (1) copy of the project narrative.
4. One (1) copy of the exhibits for the proposed project area and impacts.
5. One (1) copy of the calculations for the proposed stream relocation.
6. One (1) copy of the original site for the proposed town hall.
7. One (1) copy of the approved jurisdictional determination for the site.
The proposed site plan includes a temporary loss of flow along the existing streams being offset
by the permanent relocation of the streams; therefore the Town of Fletcher is requesting a
Nationwide permit without mitigation requirements. If during the review, mitigation is deemed
necessary, an EEP approval to pay into the In Lieu Fee program has been issued for the project
and can be submitted upon request.
This project has been approved and funded by the USDA program. The project will need
to be approved April 1, 2010 or the funding could be removed by the USDA. I trust this
submittal will meet all applicable standards and regulations and look forward to your timely
approval of this project.
Engineering P l a n n i n g . F i n a n c e
McGill Associates, P.A. P. O. Box 2259, Asheville, NC 28802 55 Broad Street, Ashei~ille, NC 28801
828-252-0575 Fax: [phone]

Mr. Tyler Crumbley
February 14, 2011
Page 2 of 2
If upon review you should have any questions or need additional information, please do
not hesitate to contact me.
Sincerely,
McGILL ASSOCIATES, P.A.
REBECCA J. JOHNSON, PE
Senior Project Engineer
Enclosures
cc: Ms. Cyndi Karoly, NCDWQ 401/Wetlands Unit (w/ enclosures)
Mr. Dave McHenry, NCWRC Mountain Region Coordinator (w/ enclosures)
Mr. Bryan Tompkins, USFWS (w/enclosures)
Mr. Mark Biberdorf, Town of Fletcher (w/ enclosures)
P:\2011\11.00401-Fletcher Town Hall Site Desib \Letters\tcl0feb11 -corppermr it.docx

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Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Pre-Construction Notification PC Form
A. A licant Information
1. Processing
1 a. Type(s) of approval sought from the
Corps:
®Section 404 Permit ^ Section 10 Permit
1 b. Specify Nationwide Permit (NWP) number: 39 or General Permit (GP) number:
1 c. Has the NWP or GP number been verified by the Corps? ®Yes ^ No
1 d. Type(s) of approval sought from the DWQ (check all that apply):
® 401 Water Quality Certification -Regular ^ Non-404 Jurisdictional Genera
^ 401 Water Quality Certification -Express ^ Riparian Buffer Authorization
l Permit
1 e. Is this notification solely for the record
because written approval is not required? For the record only for DWQ 401
Certification:
^ Yes ®No For the record only for Corps Permit:

^Yes ®No
1f. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in-lieu
fee program. ^Yes ®No
1g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1h
below. ^Yes ®No
1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ^Yes ®No
2. Project Information ~•
2a. Name of project: Heart of Fletcher -Town Hall
2b. County: Henderson {r"""~"~,-- -w_.,_-.
2c. Nearest municipality /town: Fletcher F~,~
2d. Subdivision name: N/A
2e. NCDOT only, T.I.P. or state
project no: weU$ndc,$~a~~Q(/,q~
ata
3. Owner Information
3a. Name(s) on Recorded Deed: Adele Petigru Moore Town of Fletcher
3b. Deed Book and Page No. 1436/129 928/239
3c. Responsible Party (for LLC if
applicable):
3d. Street address: 59 B King Street 4005 Hendersonville Road
3e. City, state, zip: Charleston, SC 29401 Fletcher, NC 28732
3f. Telephone no.: N/A [phone]
3g. Fax no.: N/A [phone]
3h. Email address: [e-mail]
Page 1 of 11
PCN Form -Version 1.3 December 10, 2008 Version

4. Applicant Information (if different from owner)
4a. Applicant is: ^ Agent ®Other, specify: Town of Fletcher has the option to buy adjacent
parcel.
4b. Name: Mark Miberdorf c/o Town of Fletcher
4c. Business name
(if applicable):
4d. Street address: 4005 Hendersonville Road
4e. City, state, zip: Fletcher, North Carolina 28732
4f. Telephone no.: [phone]
4g. Fax no.: [phone]
4h. Email address: [e-mail]
5. AgentlConsultantlnformation (if applicable)
5a. Name: Rebecca J. Johnson
5b. Business name
(if applicable): McGill Associates, P.A.
5c. Street address: 55 Broad Street
5d. City, state, zip: Asheville, North Carolina 28801
5e. Telephone no.: [phone]
5f. Fax no.: [phone]
5g. Email address: [e-mail]
Page 2 of 11
PCN Form -Version 1.3 December 10, 2008 Version

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax P-N or parcel ID): 702074 and 9936077
Latitude: 35.430267 Longitude: -
1b. Site coordinates (in decimal degrees): 82.498827
(DD.DDDDDD) (-DD.DDDDDD)
1c. Property size: 98.03 and 27.96 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to UT of Cane Creek
proposed project:
2b. Water Quality Classification of nearest receiving water: C
2c. River basin: French Broad
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
The site is currently used for agricultural purposes. Adjacent properties are used for the Town of Fletcher Public Works
and Police Department, town park and other agriculutural purposes.
3b. List the total estimated acreage of all existing wetlands on the property:
0.33 acre wetland polygon, 0.73 acre wetland ditch
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
4,154 LF
3d. Explain the purpose of the proposed project:
The construction of a new Town Hall with related parking.
3e. Describe the overall project in detail, including the type of equipment to be used:
The project will be typical site and building construction activities requiring the use of dozer, track hoe, dump truck and
roller. No specialized equipment is anticipated for the construction of this project.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
®Yes ^ No ^ Unknown
project (including all prior phases) in the past?
Comments:
4b. If the Corps made the jurisdictional determination, what type
^ Preliminary ®Final
of determination was made?
4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company: USACE and Clearwater
Name (if known): Tasha McCormick, Amanda Jones and Environmental Consultants
Tyler Crumbley, USACE and Rebekah Newton, Clearwater Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
June 11, 2010 site visit and June 28, 2010 issue date
5. Project History
5a. Have permits or certifications been requested or obtained for ^Yes ®No ^ Unknown
this project (including all prior phases) in the past?
5b. If yes, explain in detail according to "help file" instructions.
Page 3 of 11
PCN Form -Version 1.3 December 10, 2008 Version

6. Future Project Plans
6a. Is this a phased project? ^ Yes ®No
6b. If yes, explain.
Page 4 of 11
PCN Form -Version 1.3 December 10, 2008 Version

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
^ Wetlands ®Streams -tributaries ^ Buffers
^ Open Waters ^ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a. 2b. 2c. 2d. 2e. 2f.
Wetland impact Type of jurisdiction
number - Type of impact Type of wetland Forested (Corps - 404, 10 Area of impact
Permanent (P) or (if known) DWQ -non-404, other) (acres)
Tem ora T
W1 ^ P ^ T ^ Yes ^Corps
^ No ^DWQ
W2 ^ P ^ T ^ Yes ^Corps
^ No ^DWQ
W3 ^ P ^ T ^ Yes ^Corps
^ No ^DWQ
W4 ^ P ^ T ^ Yes ^Corps
^ No ^DWQ
W5 ^ P ^ T ^ Yes ^Corps
^ No ^DWQ
W6 ^ P ^ T ^ Yes ^Corps
^ No ^DWQ
2g. Total wetland impacts
2h. Comments:
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a. 3b. 3c. 3d. 3e. 3f. 3g.
Stream impact Type of impact Stream name Perennial Type of jurisdiction Average Impact
number - (PER) or (Corps - 404, 10 stream length
Permanent (P) or intermittent DWQ -non-404, width (linear
Temporary (T) (INT)? other) (feet) feet)
S1 ^ P ®T Loss of flow due
to grading UT to Cane Creek ®PER
^INT ®Corps
^DWQ 335
Relocation of
S2 ®P ^ T stream and UT to Cane Creek ®PER ®Corps 145
restoration of ^INT ^DWQ
existing flow paths
S3 ^ P ^ T ^PER ^Corps
^ INT ^DWQ
S4 ^ P ^ T ^PER ^Corps
^ INT ^DWQ
S5 ^ P ^ T ^PER ^Corps
^ INT ^DWQ
S6 ^ P ^ T ^PER ^Corps
^ INT ^DWQ
3h. Total stream and tributary impacts 490
3i. Comments: The temporary impacts to the existing streams will be offset by the permanent french drains and onsite
mitigation with the stream relocation.
Page 5 of 11
PCN Form -Version 1.3 December 10, 2008 Version

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individually list all open water impacts below.
4a. 4b. 4c. 4d. 4e.
Open water Name of waterbody
impact number - (if applicable) Type of impact Waterbody type Area of impact (acres)
Permanent (P) or
Tem ora T
01 ^P^T
02 ^P^T
03 ^P^T
04 ^P^T
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If and or lake construction ro osed, then com lete the chart below.
5a. 5b. 5c. 5d. 5e.
Wetland Impacts (acres) Stream Impacts (feet) Upland
Pond ID Proposed use or purpose (acres)
number of pond
Flooded Filled Excavated Flooded Filled Excavated Flooded
P1
P2
Sf. Total
5g. Comments:
5h. Is a dam high hazard permit required?
^ Yes ^ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If an impacts require mitigation, then ou MUST fill out Section D of this form.
6a.
Project is in which protected basin?
6b. 6c. 6d.
Buffer impact
number - Reason
Permanent (P) or for
Temporary (T) impact
B1 ^P^T
B2 ^P^T
B3 ^P^T
6i. Comments:
^ Neuse ^Tar-Pamlico ^ Other:
^ Catawba ^ Randleman
6e. 6f. 6g.
Buffer
Stream name mitigation
re uired?
^ Yes
^ No
^ Yes
^ No
^ Yes
^ No
6h. Total buffer impacts
Zone 1 impact Zone 2 impact
(square feet) (square feet)
Page 6 of 11
PCN Form -Version 1.3 December 10, 2008 Version

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
The building site has been moved from the initial plan to avoid and minimize the impacts to the adjacent streams. The new
proposed site plan incorporates retaining walls to confine the grading and minimize the impact. The USACE has been
consulted throughout the design process and prior to submittal of this application.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
The stream relocation construction will be performed prior to any site construction to remove the flow from the site to minimize
the overall impact. Proper erosion control measures will be installed to minimize the impact to the perenial stream and to
avoid any unanticipated impacts during construction.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of the State? ^ Yes ®No
2b. If yes. mitigation is required by (check all that apply): ^DWQ ^ Corps

2c. If yes, which mitigation option will be used for this
project? ^ Mitigation bank

^ Payment to in-lieu fee program
^ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter) Type Quantity
3c. Comments:
4. Complete if Making a Payment to In-lieu Fee Program
4a. Approval letter from in-lieu fee program is attached. ^ Yes
4b. Stream mitigation requested: linear feet
4c. If using stream mitigation, stream temperature: ^ warm ^ cool ^cold
4d. Buffer mitigation requested (DWQ only): square feet
4e. Riparian wetland mitigation requested: acres
4f. Non-riparian wetland mitigation requested: acres
4g. Coastal (tidal) wetland mitigation requested: acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 7 of 11
PCN Form -Version 1.3 December 10, 2008 Version

6. Buffer Mitigation (State Regulated Riparian Buffer Rules) -required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation? ^ Yes ^ No
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.

Zone 6c.
Reason for impact 6d.
Total impact
(square feet)
Multiplier 6e.
Required mitigation
(square feet)
Zone 1 3 (2 for Catawba) ~!
Zone 2 1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in-lieu fee fund).
II
6h. Comments:
Page 8 of 11
PCN Form -Version 1.3 December 10, 2008 Version

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1 a. Does the project include or is it adjacent to protected riparian buffers identified ^Yes ®No
within one of the NC Riparian Buffer Protection Rules?
1 b. If yes, then is a diffuse flow plan included? If no, explain why.
^ Yes ^ No
Comments:
2. Stormwater Mana ement Plan
2a. What is the overall percent imperviousness of this project? 53.2
2b. Does this project require a Stormwater Management Plan? ®Yes ^ No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why:
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, na rrative description of the plan:
The proposed site will include a mechanical treatment system and detention pipes on the north side of the property as
well as a wet pond on the south side to provide adequate storage and treatment for the site to meet the standards set
forth by Henderson County, a Phase II community.
® Certified Local Government
2e. Who will be responsible for the review of the Stormwater Management Plan? ^DWQ Stormwater Program
^ DWQ 401 Unit
3. Certified Local Government Stormwater Review
3a. In which local government's jurisdiction is this project? Henderson County
® Phase II
3b. Which of the following locally-implemented stormwater management programs ^ NSW
^ USMP
apply (check all that apply): ^ Water Supply Watershed
^ Other:
3c. Has the approved Stormwater Management Plan with proof of approval been ^Yes ®No
attached?
4. DWQ Stormwater Pro ram Review
^ Coastal counties
^ HQW
4a. Which of the following state-implemented stormwater management programs apply ^ ORW
(check all that apply):
^ Session Law 2006-246
^ Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
attached? ^Yes ^ No
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements? ^Yes ^ No
5b. Have all of the 401 Unit submittal requirements been met? ^Yes ^ No
Page 9 of 11
PCN Form -Version 1.3 December 10, 2008 Version

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1 a. Does the project invo-ve an expenditure of public (federal/state/local) funds or the ®Yes ^ No
use of public (federal/state) land?
1 b. If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State ^Yes ®No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
^Yes ^ No
letter.)
Comments: N/A
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, ^Yes ®No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an after-the-fact permit application? ^Yes ®No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in ^Yes ®No
additional development, which could impact nearby downstream water quality?
3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
4. Sewage Disposal (DWQ Requirement)
4a. 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.
The proposed facility will discharge any wastewater through a gravity sewer line that will be connected to an existing
sewer system.
Page 10 of 11
PCN Form -Version 1.3 December 10, 2008 Version

5. Endangered Species and Designated Critical Habitat (Corps Requirement}
5a. Wiil this project occur in or near an area with federally protected species or ^ Yes ®No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act [] Yes ®No
impac#s?
^ Raleigh
5c. If yes, indicate the USFWS Field Office you have contacted.
^ Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
http:/lwww.fws.govlnc-esles/countyfr.html
6. Essential Ffsh Habitat (Corps Requirement}
6a. Will this project occur in or near an area designated as essential fish habitat? ^ Yes ®No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habi#at?
http:llwww.ncfisheries.net/habitatlchppmap.html
7. Historic or Prehistoric Culturai Resources (Corps Requirement}
7a. Wiil this project occur in or near an area that the state, federal or #ribal
governments have designated as having historic or cultural preservation [] Yes ®No
status (e.g., National Historic Trust designation or properties significant in
North Caroiina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
ht#p:l/wvrw.hpo.ncdcr.govlnrlist.htm and study performed by Scott Schumate of Blue Ridge Archeological Consultants
8. Fiood Zone Designation (Corps Requirement}
8a. Will this project occur in a FEMA-designated 100-year floodplain? ^ Yes ®No
8b. If yes, explain how project meets FEMA requirements:
8c. What source(s) did you use to make the floodplain determination? http:/lwww.ncfloodmaps.com/
Mark Biberdorf, Town Manager G~ %~ 0 2- l ~ -- w((
Applicant/Agent's Printed Name Applicant/Agent's Sign re Date
(Agent's signature is valid only if an author¢ation letter from the applicant
is rovided.
Page 11 of 11
PCN Form -Version 1.3 December 10, 2008 Version

PROJECT NARRATIVE
The Town of Fletcher proposes to develop the property adjacent to their current Parks
and Recreation Department to establish the community center, the Heart of Fletcher. The
property is currently an agricultural site that contains 1.06 acres of wetlands and 4,1541inear feet
of streams as delineated by the Unites States Army Corp of Engineers (USAGE) along with
C1earWater Environmental Consultants.
The original master plan for the site was to develop most of the property to incorporate
the Town's administrative offices as well as provide an area for commercial development. The
original site plan was developed using an aesthetic approach without much consideration to the
environmental impacts to the site. A copy of the original site plan is attached for reference. The
impacts to the wetlands and streams would have required an Individual Permit. from the USAGE.
The Town has revisited the original concept of the site and has revised the plan based on
economic factors as well as overall approach. The currently proposed project consists of a single
Town Hall building that will house the Town's administrative offices and Police department,
producing minimal impacts to adjacent streams and wetlands. The revised site plan has moved
the location of the proposed building site as well as incorporated retaining walls to limit the
amount of disturbance on the project. The proposed site will also have minor temporary impacts
to the adjacent streams with a permanent relocation of the stream behind the proposed site,
reducing the overall impact to the site.
We have calculated the drainage area of the proposed relocated stream section. Based on
this drainage area, we prepared a conceptual design of the relocated stream cross-section. We
are in the process of completing the stream design process including survey, site assessment,
identification and measurement of reference reach, performing River Morph analysis of relocated
stream section and preparing final design documents by refining our conceptual design.
Based on serious time constraint that affect the viability of this project, we are submitting
this application with conceptual design included with the understanding that a complete detailed
design will be submitted within the next few weeks to completely explain the details and basis of
the relocated stream.
We are prepared to perform all necessary reporting, bidding construction monitoring and
close-out documentation as required by USAGE, DWQ and all other commenting agencies.

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Stream Narrative Page 1 of 1
Town of Flethcer
During recent observations, the base flow of the existing stream was estimated to be
approximately 0.56 cubic feet per second. This was done by measuring the normal depth
of the water and analyzing it against the average slope and estimated roughness
coefficient of 0.30. The average normal depth was estimated to be four inches. The shape
of the channel is an irregularly shaped trapezoid.
The cross section of the proposed stream can be analyzed in three stages.
1. Asymmetrical trapezoid was chosen as the cross section to allow for ease of
construction. The normal depth for the base flow will be similar to the existing depth
at 0.29 feet.
2. The main channel is designed to accommodate the two year storm. This is the
maximum amount of runoff the stream can accommodate before spilling into the
floodplain. The main channel will convey 63.24 cubic feet per second. This number
is the runoff generated from the two year storm as well as the base flow.
3. In accordance with the Town of Fletcher ordinances, the floodplain is designed to
accommodate the one hundred year storm. The flood plain will accommodate
143.89 cubic feet per second, in addition to the runoff conveyed in the main
channel.
~1~C~rlll
ASSOCIATES
P:\2009\09.00401\Misc\Corp Permit\Stream Narrative.docx

Worksheet for Base Flow
project Description
Friction Method Manning Formula
Solve For Normal Depth
Input Data
Roughness Coefficient 0.030
Channel Slope 0.01300 ft/ft
Left Side Slope 2.00 ft/ft (H:V)
Right Side Slope 2.00 ft/ft (H:V)
Bottom Width 0.50 ft
Discharge 0.56 ft'/s
Results
Normal Depth 0.29 ft
Flow Area 0.32 ftZ
Wetted Perimeter 1.81 ft
Top Width 1.67 ft
Critical Depth 0.25 ft
Critical Slope 0.02648 ft/ft
Velocity 1.77 ft/s
Velocity Head 0.05 ft
Specific Energy 0.34 ft
Froude Number 0.72
Flow Type Subcritical
GVF'Input Data
Downstream Depth 0.00 ft
Length 0.00 ft
Number Of Steps D
GVF Output Data
Upstream Depth 0.00 ft
Profile Description
Profile Headloss 0.00 ft
Downstream Velocity Infinity ft/s
Upstream Velocity Infinity ft/s
Normal Depth 0.29 ft
Critical Depth 0.25 ft
Channel Slope 0.01300 ft/ft
Critical Slope 0.02648 ft/ft
Bentley Systems, Inc. Haestad Methods Solution Center Bentley FlowMaster [08.01.071.00]
2/1012011 4:17:14 PM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA [phone] Page 1 of 1

Worksheet for 2-Year Storm (Bank Full Estimate)
Project Description
Friction Method Manning Formula
Solve For Normal Depth
Input Data
Roughness Coefficient 0.030
Channel Slope 0.01300 ft/ft
Left Side Slope 2.00 ft/ft (H:V)
Right Side Slope 2.00 ft/ft (H:V)
Bottom Width 0.50 ft
Discharge 63.24 ft'/s
.Results
Normal Depth 2.21 ft
Flow Area 10.86 ftz
Wetted Perimeter 10.38 ft
Top Width 9.33 ft
Critical Depth 2.16 ft
Critical Slope 0.01445 ft/ft
Velocity 5.82 ft/s
Velocity Head 0.53 ft
Specific Energy 2.74 ft
Froude Number 0.95
Flow Type Subcritical
GVF Input Data
Downstream Depth 0.00 ft
Length 0.00 ft
Number Of Steps 0
GVF Output Data
Upstream Depth 0.00 ft
Profile Description
Profile Headloss 0.00 ft
Downstream Velocity Infinity ft/s
Upstream Velocity Infinity ft/s
Normal Depth 2.21 ft
Critical Depth 2.16 ft
Channel Slope 0.01300 ft/ft
Critical Slope 0.01445 ft/ft
Bentley Systems, Inc. Haestad Methods Solution Center Bentley FlowMaster [08.01.071.00]
2/1012011 4:17:07 PM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA [phone] Page 1 of 1

Worksheet for 100-Year Storm
.Project Description
Friction Method Manning Formula
Solve For Normal Depth
-Input Data
Roughness Coefficient 0.030
Channel Slope 0.01300 ft!ft
Left Side Slope 10.00 ft/ft (H:V)
Right Side Slope 10.00 ft/ft (H:V)
Bottom Width 9.34 ft
Discharge 143.89 ft'/s
Results
Normal Depth 1.30 ft
Flow Area 29.09 ftz
Wetted Perimeter 35.50 ft
Top Width 35.37 ft
Critical Depth 1.28 ft
Critical Slope 0.01414 ft/ft
Velocity 4.95 ft/s
Velocity Head 0.38 ft
Specific Energy 1.68 ft
Froude Number 0.96
Flow Type Subcritical
GVF Input Data
Downstream Depth 0.00 ft
Length 0.00 ft
Number Of Steps 0
GVF Output Data
Upstream Depth 0.00 ft
Profile Description
Profile Headloss 0.00 ft
Downstream Velocity Infinity ft/s
Upstream Velocity Infinity ft/s
Normal Depth 1.30 ft
Critical Depth 1.28 ft
Channel Slope 0.01300 ft/ft
Critical Slope 0.01414 ft/ft
Bentley Systems, Inc. Haestad Methods Solution Center Bentley FlowMaster [08.01.071.00]
2/1012011 4:17:00 PM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA [phone] Page 1 of 1

Area ID
Land Use Hydrologic Soil
Group Curve Number
(CN)
Area (acres)
1-A Commercial B 92 4.94
1-B Residential (Average Lot Size 1/2 Acre) B 70 23.36
1-C Commercial B 92 0.54
1-D Commercial B 92 0.59
2-A Commercial C 94 2.68
2-B Residential (Average Lot Size 1/2 Acre) C 80 7.12
Total Area: 39.23
Weighted CN: 77
Reference: Urban Hydrology for Small Watersheds TR-55

Drainage Area 1
Subcat Reach on Link

Stream Analysis
Prepared by {enter your company name here} Printed 2/8/2011
HydroCAD® 8.50 s/n 004263 ©2007 HydroCAD Software Solutions LLC Page 2
Area Listing (all nodes)
Area CN Description
(acres) (subcatchment-numbers)
39.230 77 Composite (1S)
39.230 TOTAL AREA

Stream Analysis
Prepared by {enter your company name here} Printed 2/8/2011
HydroCADO 8.50 s/n 004263 ©2007 HydroCAD Software Solutions LLC Page 3
Soil Listing (all nodes)
Area
(acres) Soil
Goup Subcatchment
Numbers
0.000 HSG A
0.000 HSG B
0.000 HSG C
0.000 HSG D
39.230 Other 1 S
39.230 TOTAL AREA

Stream Analysis Type ll 24-hr 2-Year Rainfall=3.51 "
Prepared by {enter your company name here} Printed 2/8/2011
HydroCAD® 8.50 s/n 004263 ©2007 HydroCAD Software Solutions LLC Page 4
Time span=5.00-20.00 hrs, dt=0.05 hrs, 301 points
Runoff by SCS TR-20 method, UH=SCS
Reach routing by Stor-Ind+Trans method -Pond routing by Stor-Ind method
Subcatchment1S: Drainage Area 1 RunoffArea=39.230 ac 0.00% Impervious Runoff Depth>1.30"
Flow Length=1,848' Tc=19.2 min CN=77 Runoff=62.68 cfs 4.265 of
Total Runoff Area = 39.230 ac Runoff Volume = 4.265 of Average Runoff Depth =1.30"
100.00% Pervious = 39.230 ac 0.00% Impervious = 0.000 ac

Stream Analysis Type ll 24-hr 2-Year Rainfall=3.51"
Prepared by {enter your company name here} Printed 2/8/2011
HydroCAD~ 8.50 s/n 004263 ©2007 HydroCAD Software Solutions LLC Page 5
Summary for Subcatchment 1S: Drainage Area 1
Runoff = 62.68 cfs @ 12.13 hrs, Volume= 4.265 af, Depth> 1.30"
Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs
Type II 24-hr 2-Year Rainfall=3.51"
Area (ac) CN Description
39.230 77 Composite
39.230 Pervious Area
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/ft) (ft/sec) (cfs)
10.5 199 0.0600 0.32 Sheet Flow, Shallow Concentrated
Grass: Short n= 0.150 P2= 3.51"
0.3 92 0.0900 6.09 Shallow Concentrated Flow, Shallow Concentrated
Paved Kv= 20.3 fps
8.4 1,557 0.0340 3.07 6.14 Channel Flow, Channel Flow
Area= 2.0 sf Perim= 8.5' r= 0.24' n= 0.034
19.2 1,848 Total
Subcatchment 1 S: Drainage Area 1
Hydrograph
70 ~~ ~ - - - ... _ ^ Runoff
ss ~ ~ 62.68 cfs I ~ '
- ---- - - - - T- -e II-24=fir
s° ~ -- --- - Yp 2=1~ear -
55 ~ ~ ~ ~ Rainfall=3.51"
--- ---------i-------....- ----- ---i---_..----r---------------~-----,----
50 ~ ~ ____~__ Runoff Area_39._2~0 ac_ _
45 ~ ' runoff V-olume=4;
~_. _- --- .~_ _ _ _ . --_~_- ;- ;265..af...
40 ~ ----~- __ _ ~-- - _ _ --- ~ -- '~------_Runoff De ~~--
-- -- --- pth>1-.30-
3 35 ~ ~~ ~ ~ ~
0
Ffow Length=11 ~848F _
LL 30 ~
25 ~t Tc=19;.2 min
20 ~ ~I ~ - -
_. _~ ~ ~ , . ~ CN=77 _
~ I 1 I
15
I
10 ~ i
I
- - - ._~... ._ ... ... .. _. ._ ... ... .... ... ... ... ... ... ... .. .. ... ... ... ... _. ... ... .. ... .t ._ - - -_ C-. ... ... ... ... ... ... _. ._ ... _- _. ... _i._ ... _. ... .. ._ ... ... ...
5 ;
5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
Time (hours)

Stream Analysis Type 1124-hr 100-Year Rainfall=7.32"
Prepared by {enter your company name here} Printed 2/8/2011
HydroCAD® 8.50 s/n 004263 ©2007 HydroCAD Software Solutions LLC Page 6
Time span=5.00-20.00 hrs, dt=0.05 hrs, 301 points
Runoff by SCS TR-20 method, UH=SCS
Reach routing by Stor-Ind+Trans method -Pond routing by Stor-Ind method
Subcatchment1S: DrainageArea 1 RunoffArea=39.230 ac 0.00% Impervious Runoff Depth>4.31"
Flow Length=1,848' Tc=19.2 min CN=77 Runoff=206.01 cfs 14.102 of
Total Runoff Area = 39.230 ac Runoff Volume =14.102 of Average Runoff Depth = 4.31"
100.00% Pervious = 39.230 ac 0.00% Impervious = 0.000 ac

Stream Analysis Type 1124-hr 100-Year Rainfall=7.32"
Prepared by {enter your company name here} Printed 2/8/2011
HydroCAD~ 8.50 s/n 004263 ©2007 HydroCAD Software Solutions LLC Page 7
Summary for Subcatchment 1 S: Drainage Area 1
Runoff = 206.01 cfs @ 12.11 hrs, Volume= 14.102 af, Depth> 4.31"
Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs
Type II 24-hr 100-Year Rainfall=7.32"
Area (ac) CN Description
39.230 77 Composite
39.230 Pervious Area
Tc Length Slope Velocity Capacity Description
Amin) (feet) (ft/ft) (ft/sec) (cfs)
10.5 199 0.0600 0.32 Sheet Flow, Shallow Concentrated
Grass: Short n= 0.150 P2= 3.51"
0.3 92 0.0900 6.09 Shallow Concentrated Flow, Shallow Concentrated
Paved Kv= 20.3 fps
8.4 1,557 0.0340 3.07 6.14 Channel Flow, Channel Flow
Area= 2.0 sf Perim= 8.5' r= 0.24' n= 0.034
19.2 1,848 Total
Subcatchment 1S: Drainage Area 1
Hydrograph
210
w 13
12
c 11
ILL 10
_..
CfS ---- .---'---- ^Runoff
- - - - - - - -T-ype..l I-24-h r-1.00-Xea K -
_ __ _... _~, .._ _ _ Rai nf~[I ~:32'~ -
_.
_ _._.._....Runoff ;Area: 39~2:3Q_ac
___ Runoff Volumes--1~:102~ of
--'---- -Runo_ffDepthy4:31"-
- - - --
_ _ _ ..._ _ _ - -F~ow-Length=1;848` -
_ . _..._ _ _ . __ __ _ _ __ Tc=19.~ rain- -
__ .._. ~ __ _~ __ CN=77-
5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
Time (hours)

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Heart of Fletcher
Note: The illustrated +vetlaimd and stream locations are approximate. These
areas have been flagged in the field; however, the} have not been sun~eyed.
Although Clear\§'ater Environmental Consultants, Inc. is confident in our
assessment. the L'S Anny Corps of Engineers (Corps) is the only agency that
can make final decisions regardins jurisdictional wetland and +vaters of the
US delineations. Therefore. all preliminary determinations are subject to
change until ++~ritten verification is obtained. Clear\k'ater C-nvironmental
Consulta~tts. Inc. strongly recommends that ++ritten verification be obtained
from the Coryms prior to closing on the property, beginning any site work, or
making airy legal reliance on this determination.
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Legend
Linear Wetland
N
Stream
Total ' I ~
n Wetland
Streams 4,154 linear feet
Culvert Wetland Polygon 0.33 acre
- - Wetland Ditch 0.73 acre 0 125 250 500 750
Delineation Bound 4,649 linear feet Feet
Drawn by: RLN 04.01.10
C~earWater ~nvironmenta~ Consultants, ~nc-
Henderson County, Stream and Wetland Delineation
North Carolina 718 Oakland Stt-eet 04.01.10
Hendersonville, North Carolina 28791
828-698-9800

Heart of Fletcher
~~~~.
yr Note: The illustrated wetland and stream locations are approximate. These
areas have been flagged in the field; however, they have not been sun'eyed. '
Although Cleaz\\'ater Emirnnmental Consultants, Inc. is confident in our s --
assessment, the L:S Army Corps of Engineers (Corps) is the only agency that
can make final decisions regardine jurisdictional H'etland and waters of ilte ~ ,
US delineations. Therefore. all prcliminan' determinations are subject to
chati_e until ~~ritten verification is obtained. Clear\~'ater Environmental
Consultants, htc. stronJy recommends that written verification be obtained
from the Corps prior to closing on the property. beginning a»~' site work, or
makine any legal reliance on this determination.
1
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Legend
Linear Wetland
N
Stream ~'~_
~~ Wetland
Culvert
0 125 250 500 750
Delineation Bound Feet
Drawn by: RLN 06.16.10
Henderson County, ~~~~ ~~~r Stream and Wetland
North Carolina Delineation Map
224 South Grove Street, Suite F X6,16.1
Hendersonville, North Carolina 28792

U.S. ARMY CORPS OF ENGINEERS
WILMlI~tGTON DISTRICT
Action Id. 2010-01007 County: Henderson U.S.G.S. Quad: Fruitland
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property Owner/Agent: Town of Fletcher Attention• Mark Biberdorf. Town Manager
Address: 4005 Hendersonville Road
Fletcher, NC 28732 SEC Rr~j~t ~ (o7-C~
Telephone No.:
Data R~rcia~e+~ p~13~~11C)
Property description:
Size (acres} Greater than 5 acres Nearest Town Fletcher
Nearest Waterway Unnamed Tributary to Cane Creek River Basin French Broad
Coordinates 35.429556 ~N, -82.498158 W
Location description The site is located on Parrish Municiaal Drive in Fletcher. Henderson County, NC.
Indicate which of the Follovaans A~nly:
A. Preliminary Determination
_ Based on preliminary information, there may be waters on the above described property. We strongly suggest you have
this property inspected to determine the extent of Department of the Army (DA) jurisdiction. To be considered final, a
jurisdictional determination must be verified by the Corps. This preliminary determination is not an appealable action
under the Regulatory Program Administrative Appeal Process (Reference 33 CFR Part 331).
B. Approved Determination
_ There are Navigable Waters of the United States within the above described property subject to the permit requirements of
Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the law or
our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
X There are waters on the above described property subject to the permit requirements of Section 404 of the Clean Water Act
(CWA)(33 USC § 1344). Unless there is a change in the law or our published regulations, this determination maybe
relied upon for a period not to exceed five years from the date of this notification.
_ We strongly suggest you have the waters on your property delineated. Due to the size of your property and/or our
present workload, the Corps may not be able to accomplish this wetland delineation in a timely manner. For a more timely
delineation, you may wish to obtain a consultant. To be considered final, any delineation must be verified by the Corps.
X The waters on your property have been delineated and the delineation has been verified by the Corps. We strongly
suggest you have this delineation surveyed. Upon completion, this survey should be reviewed and verified by the Corps.
Once verified, this survey will provide an accurate depiction of all areas subject to CWA jurisdiction on your properly
which, provided there is no change in the law or our published regulations, may be relied upon for a period not to exceed
five years.
_ The waters have been delineated and surveyed and are accurately depicted on the plat signed by the Corps Regulatory
Official identified below on . Unless there is a change in the law or our published regulations, this determination
may be relied upon for a period not to exceed five years from the date of this notification.
_ There are no waters of the U.S., to include wetlands, present on the above described property which are subject to the
permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our
published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.

Action Id. 2010-01007
This delineation/determination has been conducted to identify the limits of COE's Clean Water Act jurisdiction for the
particular site identified in this request. The delineation/determinationmoy not be valid for the wetland conservation
provisions of the Food Security Act of 1985. If you or your tenant are USDA Program participants, or anticipate participation
in USDA programs, you should request a certified wetland determination from the local office of the Natural Resources
Conservation Service, prior to starting work.
Placement of dredged or fill material within waters of the US and/or wetlands without a Department of the Army permit may
constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). If you have any questions regarding this
determination and/or the Corps regulatory program, please contact Tasha McCormick at 828-271-7980.
C. Basis For Determination
The site contains wetlands as determined by the USAGE 1987 Wetland Delineation Manual and contains stream channels
located on the property that exhibit indicators of ordinary high water mazks. The stream channel on the property is an unnamed
tributary to Cane Creek which flows into the French Broad River and ultimately flows to the Atlantic Ocean through the Gulf
of Mexico.
D. Remarks
Site visit conducted on June 11 2010 with Amanda Jones and Tyler Crumbley USAGE and Rebekah Newton with
C1earR'ater Environmental Consultants.
E. Appeals Information (This information applies only to approved jurisdictional determinations as indicated in
B. above)
Attached to this verification is an approved jurisdictional determination. If you are not in agreement with that approved
jurisdictional determination, you can make an administrative appeal under 33 CFR 33 I. Enclosed you will find a Notification
of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this determination you must
submit a completed RFA form to the following address:
District Engineer, Wilmington Regulatory Program
Attn: Tasha McCormick, Project Manager
151 Patton Avenue, Room 208
Asheville, North Carolina 28801
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete; that it meets the criteria for
appeal under 33 CFR part 331.5, and that it has been received by the Division Office within 60 days of the date of the NAP.
Should you decide to submit an RFA form, it must be received at the above address by September 14, 2009.
**It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this
correspondence.
Corps Regulatory Official:
Issue Date: June 28.2010
Expiration Date: June 28.2015
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to
do so, please complete the Customer Satisfaction Survey located at our website at http•//regulatory usacesurvey.com/ to
complete the survey online.
CF: Clearwater Environmental Consultants, Inc., 224 South Grove Sweet, Suite F, Hendersonville, NC 28792 Attention:
Rebekah Newton
McGill Associates, PA, Consulting Engineers, 55 Broad Street, Asheville, NC 28801, Attention: Harry B. Buckner, PE
2

INV.:2988d)T
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FLETCHER FIRE S RESCUE
GARY ESGAR ER PIN 9653-70-5223
PIN 9653 0-3552 DB 718 PG 59 = _
DB 1104 G 580 D8 727 PG 691
413 42 2 O DB 777 PG 843,847,659653,858,
GAS METER $R0
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