20061561 Ver 1_401 Application_20060906

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Westcott
Engineering
onsulting, PC
Date: September 18, 2006
20061561
To: Division of Water Quality From: Michael B. Westcott, PE
401/Wetlands Unit Westcott Engineering & Consulting, PC
1650 Mail Service Center 4015 Meeting Way
Raleigh, NC 27699-1650 Suite 105
High Point, NC 27265
We are sending you ®attached ^ under separate cover the following items:
^ Shop Drawings ^ Estimate ^ Disk
^ Prints ^ Specifications ®Other
^ Contracts ^ Copy of Letter
# COPIES DRAWING NO DESCRIPTION DISPOSITION
7 401 Water Quality Permit For Approval
Application for Life
Community Church of Hunter
Hills
7 Copies of Impact Area For Approval
Drawings
1 Check ($200.00) Review Fee
REMARKS:
~ ~ _ ~ ry` i
+, `;
cc: File ''
~~~ ~' _ ,
4015 Meeting Way, Suite 105, High Point, NC 27265 Phone: [phone] Fax [phone]

Office Use Only' Form Version March OS
2 ~ Y r~ 1
J
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter °NOC Hppucaote or -ivir~ .~
I. 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: Nationwide Permit 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 ~a~e 2 for further details, check here: ^
t,~ :.
II. Applicant Information
u,
1. Owner/Applicant Information ~'~~~~' :-'; ~.~ ~~:: ~ ~ ^
Name: Life Community Church of Hunter Hills , : ~,a~<~:
Mailing Address: 4900 W. Wendover Avenue
Jamestown NC 27282
Telephone Number: 336-854-5433
E-mail Address:
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: Michael B Westcott PE/Westcott Engineering & Consulting, PC
Company Affiliation: Consultant
Mailing Address: Westcott En ing eering_& Consulting,~PC
4015 Meeting Way
Suite 105
High Point NC 27265
Telephone Number: (336 812-3546 Fax Number:~336) 812-8075
E-mail Address: mwestcott~a westcotten ing eering.com
Fax Number:
Updated 11/1/2005
Page 5 of 12

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: Life Community Church of Hunter Hills
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3 . Property Identification Number (Tax PIN): 541-1-1
4. Location
County: Guilford Nearest Town: High Point
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers/names, landmarks, etc.): From HWY 40, take
Wendover Avenue toward High Point - 1St Driveway on Right past Hickory Grove Road.
Site is at end of driveway
5. 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): 36° 02.674 °N 079° 55.947 °W
6. Property size (acres): 27.75 AC
7. Name of nearest receiving body of water: UT to Lona Branch
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 htt~//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: Site is currently developed as a church. The current land
use is residential on ad,Lcent ~roperty
Updated 11/1/2005
Page6of12

10. Describe the overall project in detail, including the type of equipment to be used: The
proiect is the extension of the storm sewer system by 104 LF.
11. Explain the purpose of the proposed work: The purpose is to allow for expansion of church
facilities.
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. None
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
None
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.
1. Provide a written description of the proposed impacts: The proposed piping & filling
impacts 140 LF of Perennial Stream as indicated on the site impact map.
Updated 11/1/2005
Page7of12

2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
se aratel list im acts 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
Floodplain
( es/no) Distance to
Nearest
Stream
(linear feet) Area of
Impact
(acres)

Total Wetland Impact (acres)
3. List the total acreage (estimated) of all existing wetlands on the property: 0 AC
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/stralghtening, etc. If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
must be included. To calculate acreage, multiply length X width, then divide by 43,560.
Stream Impact
Number
indicate on ma
Stream Name
Type of Impact Perennial or
Intermittent? Average
Stream Width
Before Im act Impact
Length
linear feet Area of
Impact
acres)
1 UT to Long Branch Culvert/Fill Perennial 3' 140 0.01

Total Stream Impact (by length and acreage) 140 0.01
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill. excavation, dred~in~, 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)
Updated 11/1/2005
Page8of12

6. List the cumulative im act to all Waters of the U.S. resultin from the ro'ect:
Stream Impact (acres): 0.01
Wetland Impact (acres): 0
O en Water Im act (acres): 0
Total Impact to Waters of the U.S. (acres) 0.01
Total Stream Impact (linear feet): 140
7. 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.
8. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ^ uplands ^ stream ^ wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Current land use in the vicinity of the pond:
Size of watershed draining to pond: Expected pond surface area:
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
fmancial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts. The City of High Point is
req_uirin~ limited access to Wendover causin~~the need for a shared driveway. This location, and
the cross ties are the only location a shared driveway can occur. The nipins of the stream will
allow a flat spot to be graded for church activities and will remove the dangerous slol7es created
by the driveway creation.
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.
Updated 11/1/2005
Page 9 of 12

USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o. enr.state.nc.us/ncwetlands/strmgide.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.
No mitigation is proposed.
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount ofNon-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
Updated 11/1/2005
Page 10 of 12

IX. Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federaUstate/local) funds or the use of
public (federaUstate) land? Yes ^ No
2. If yes, does the project require prepazation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ^ No ^
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ^ No ^
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be cleazly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts aze 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 Randleman Rules )? Yes ® No ^
2. If "yes", identify the squaze feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
Zone* Impact Multiplier Required
(s uare feet) Miti ation
1 8519 3 (2 for Catawba)
2 7273 1.5
Total I 15792
* 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. No Miti atl~is proposed.
Updated 11/1/2005
Page 11 of 12

XI. 5tormwater (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. There is no increase in impervious surface as a
result of the ping extension.
XII. Sewage Disposal (required by DWQ)
Cleazly detail the ultimate treatment methods and disposition (non-dischazge or dischazge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
No wastewater is proposed from this project.
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 anafter-the-fact permit application? Yes ^ No
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ^ No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Cazolina 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 Spas, accessibility problems, or other issues outside of the applicant's control).
~' ~ ~ ~ ~'
.pplicant/Ag is Signature Date
signature is valid only if an authorization letter from the applicant is provided.)
Updated 11/1/2005
Page 12 of 12

~~
r~~e rk
environmental
August 7, 2006
Mr. Michael Westcott, PE
Westcott Engineering and Consulting, PC
4015 Meeting Way, Suite 105
High Point, NC 27265
Dear Michael:
On August 7, 2006, I investigated a stream channel located on a parcel of property owned by Life
Community Church in High Point, Guilford County, NC. This property is located north of W. Wendover
Ave., just east of Tarrant Rd.
Channel 1: This channel is classified as perennial based on my investigation (see attached
stream identification form). I obtained a total score of 35.5+, and the channel contained fish,
frogs, crayfish, Hydropsychid caddisfty larvae, and Stenonema mayFly larvae.
This stream channel does not appear on the USGS quad map Guilford, but would be an unnamed
tributary to Long Branch, a Class WS-IV waterway as classified by the NCDWQ. The channel
originates at the outlet from a stormwater detention pond at Life Community Church, and flows in a
northwest direction to its confluence with Long Branch.
Reedy Fork Environmental appreciates the opportunity to be a part of this project. If you have any
questions, comments, or need additional information, please feel free to contact me at 336.558.5970.
Thank you and I look forward to talking to you soon.
Sincerely,

Ronald J. Small, Jr.
President and Principal Scientist
Enclosures (NCDWQ stream identification form and USGS map)
Reedy Fork Environmental
109 S. Elam Ave.
Greensboro, NC 27403

North Carolina Division of Water Quality -Stream Identification Form; Version 3.1
Date: ~~ ~ oan Project: ~c¢e.Corlrn.~v~• !-y Unu.•rc~ Latitude:
Evaluator. R J ~ Longitude:
~,~ y.,,~_o- Site: -,,,- :__.~~~„_.• ~CtVYnnfi
Total Points: Other
Stream is at least intermittent t; ~ Coun t~-. ' =~. ,; t ti ; ~-, .,
J r~ tY~ w,;~.,.;...
if>_ 19 or erennial if>_ 30 '" ' e.g. Quad Name: - -
A. Geomor holo (Subtotal = I,c!•~ ) Absent Weak Moderate Strong
td. Continuous bed and bank 0 1 ~•.2 3
2. Sinuosity 0 1 t2 3
3. In-channel structure: riffle-pool sequence 0 1 2 ~` 3
4. Soil texture or stream substrate sorting 0 1 , 2 '~ 3
5. Active/relic floodplain 0 `.1 ~ 2 3
6. Depositional bars or benches 0 1 ~ 3
7. Braided channel 0 , 1 2 3
8. Recent alluvial deposits 0 1 Y'..2 S 3
9 a Natural levees CO - 1 2 ( 3
10. Headcuts 0 1 2 3;
11. Grade controls ~e~ ~ -~~ <- - - 0 0.5 1 1.5
12. Natural valley or drainageway ~" 0 0.5 , 1 1.5
13. Second or greater order channel on existing
USGS or NRCS map or other documented
evidence.
No = 0 %
-
Yes = 3
nnan-made ditches are not rated; see discussions in manual
B. Hvdroloov (Subtotal = h-c, 1
14. Groundwater flow/discharge 0 1 ~2) 3
15. Water in channel and > 48 hrs since rain, or
Water in channel -- d or rowin season 0 1 , 2 3
16. Leaflitter 1.5 '\ 1~> 0.5 0
17. Sediment on plants or debris 0 '.0.5t 1 1.5
18. Organic debris lines or piles (Wrack lines) 0 0.5 ':.1 i 1.5
19. Hydric soils (redoximorphic features) present? No = 0 Yes = 1.5
C. Bioloav (Subtotal =rt . ~ 1
20°. Fibrous roots in channel 3 (2 .> 1 0
21b. Rooted plants in channel ~ 3° 2 1 0
22. Crayfish l,.nc~S.v c oclc~t 0 0.5 1 1.5
23. Bivalves 1 2 3
24. Fish i.,i -~r.pi~. 0 0.5 _11' 1.5
25. Amphibians k.; ~a< 0 0.5 ~ 1 ! 1.5
26. Macrobenthos (note diversity and abundance) 0 0.5 ~ 1 1.5
27. Filamentous algae; periphyton 0 ~ 1 2 3
28. Iron oxidizing bacteria/fungus. 0 ~.Q_S 1 1.5
29 b. Wetland plants in streambed FAC = 0.5; FACW = 0.75; OBL = 1.5 SAV = 2.0; Other =, 0
umms cu anti ~ i tocus on the presence or upland plants, item zy rocuses on the presence or aquatic or weuand plants.
Notes: (use back side of this form for additional notes.)
a
no- fi`r`'+.~:~~ tin USGS
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0 0.2 0.4 0.6 0.8 1mi
Map center is UTM 17 596225E 3989434N (WG584/NAD83)
Guilford quadrangle
Projection is UTM Zone 17 NAD83 Datum
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G=t~ . b29

TopoZone -USGS Guilford (NC) Topo Map
Page 1 of 1
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UTM 17 596284E 3989185N (NAD27)
USGS Guilford (NC) Quadrangle f~~1=-? .985
Projection is UTM Zone 17 NAD83 Datum [;_~ , 629
http://www.topozone.com/print.asp?lat=36.04426&lon=-79.93114&size=l&u=4&layei=DR... 9/8/2006