20071122 Ver 1_401 Application_20070607

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Wetland and Natural Resource ?~•~-'.~«~,•
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Consultants Inc. .u':;~ -: ~'~-~
~ 7 ~ X 2 2 June 22, 2007
US Army Corps of Engineers
Attn: Mr. Steve Chapin
151 Patton Ave, Room 208
Asheville, North Carolina 28801-5006
Re: Meade Gunnell -Alex Porter Pond Site
Mecklenburg County, North Carolina
Nationwide Permit 18 Request
Dear Mr. Chapin:
The purpose of this correspondence is to request that a Nationwide Permit 18 be issued for the above
referenced project. Mr. Porter has purchased the property with the intent of operating a cattle
operation and constructing two homes. The property has been rezoned from residential to agricultural
to reflect the intended use of the property. The pond is necessary for both pasture and crop irrigation
and for livestock watering. Hard impacts associated with the dam are limited to 134 linear feet of
channels that are assessed to be weakly perennial. Discharge of fill will require an estimated 10 cubic
yards of material below the plane of the OHWM of the stream channel. Approximately 75 linear feet of
stream channel assessed to be weakly perennial is to be flooded. The remaining flooding impacts of 295
linear feet are limited to stream channels assessed to be intermittent, low quality stream bed.
Mitigation has been achieved through decreasing the size of the proposed pond and footprint of the
dam, and by avoiding impacts to remaining streams located on the property. The site previously
characterized by severely eroded land and gullies is to be graded and stabilized. These significant
sources of sedimentation to receiving streams will be eliminated by both grading on site and the
presence of the pond. Additionally, approximately 13 acres of 100-foot, regulated SWIM buffers
adjacent to West Branch Rocky River and an unnamed tributary provide addition water quality
protection.
Please call with any questions, or if you wish to schedule n site visit to review existing conditions.
Best regards,
~~?~ ~ ~~ ~~L ~~L~ ~~
~~
Tamp Bandy JIJN 2 ~ 2007
828-302-3437
DE.NrC - VvAI CF'. Qlj~~i~ i
YatETIAkDQ avD STQ'?~MMMATER BRANCH
cc: NC Division of Water Quality Wetlands Unit (Z copies of complete PCN)
Newton Office Canton Office
PO Box 224 ~ ~ wnrinc.com 68 Poplar Street
Newton, NC 28658 Canton, NC 28716
828-465-3035 828-648-8801
828-465-3050 Fax [phone] Fax

Needed Information for Jusidictional & Permit Requests:
Name, Mailing Address, Phone Number of Owner/Applicant
Name: Alex Porter (contact: Bill Boehmler)
Company: n/a
Address: 666 5th Avenue, Suite 3403
New York, NY 10103
Phone: [phone]
Street Address of Project
Grey Road, Davidson, NC
Waterway
West Branch Rocky River
Basin
Yadkin
City
ETJ Davidson
County
Mecklenburg
Decimal Degree Coordinate Location of Project Site
35.497G N 80.8115 W
USGS Quadrangle Name
Cornelius

V11NZ
Wetland and Natural Resource
Consultants, Inc.
Department of the Army
Wilmington District, Corps of Engineers
Attn: Ken Jolly, Chief Regulatory Division
PO Box 1890
Wilmington, North Carolina, 28402-1890
-and-
NC Division of Water Quality, Wetlands Unit
Attn: Cyndi Karoly
2321 Crabtree Blvd.
Raleigh, North Carolina, 27604-2260
:~
:ae. ~ ,~ „l .ry
I, the current landowner of the property identified below, hereby authorize Wetland and Natural
Resource Consultants, Inc. to act on my behalf as my agent during the determination of
regulated limits of waters and wetlands and processing of permits to impact Wetlands and
Waters of the US that are regulated by the Clean Water Act and the Rivers and Harbors Act.
Federal and State agents are authorized to be on said property when accompanied by
Wetland and Natural Resource Consultants, Inc. staff.
Wetland and Natural Resource Consultants, Inc. is authorized to provide supplemental
information needed for permit processing at the request of the Corps or DWQ.
Property Owner /Applicant: ~~ ~~~ ~~+~
Contact Name: ~ ~ ~ ~ ~c~ ~ ~"1 r~ ~~. 1~
Street Address / PO Box: (~ (o ~ ~~ ~U ~ S-t-~ 3 y o 3
City, State, Zip Code: ~ ~ 7G'YIC ~ ti y ~ C' ~ D ~
Phone /Fax Number: Z I Z ' ~ ~~ - ~~
Project Name: ~z.~, IZO`
Property Street Address: ~ ~ (~ , ~~t~V ~ (t`;~-r~ ~~_
(street addr ,State, zip)
Owners /Applicant Signature:
Date: _ ~ ~ I Z J C `~
Newton Office
PO Box 224
Newton, NC 28658
828-465-3035
828-465-3050 Fax
wnrinc.com
Clyde Office
PO Box 882
Canton, NC 28716
828-648-8801
828-648-8802 Fax

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Name: CORNELIUS Location: 035.4976814° N 080.8115214° W
Date: 6!5/2007 Caption: Meade Gunnell -Alex Porter Pond
Scale: 1 inch equals 2000 feet
Copyright (C) 1998, Maptech, Inc.

Meade Gunnell -Alex Porter Pond Soil Survey
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Soil Legend
CeB2 -Cecil sandy clay loam, 2 to 8 percent slopes, eroded
CeD2 -Cecil sandy clay loam, 8 to 15 percent slopes, eroded
MeB -Mecklenburg fine sandy loam, 2 to 8 percent slopes
MeD -Mecklenburg fine sandy loam, 8 to 15 percent slopes
MO -Monacan loam
PB3 - Pacolet-Udorthents complex, gullied

Mecklenburg County, NC POLARIS Page 1 of 1
http://polaris.mecklenburgcountync.gov/servlet/com.esri.esrimap.Esrimap?ServiceName=... 5/30/2007

Office Use Only: Form Version March 05
-07-1 122
USACE Action ID No. DWQ No.
irr ___. _
~.. u~.y Na~~~~~~a~ ~«~,~ ~~ iiv~ appucaoie to mis project, please enter "loot Applicable" or "N/A".)
I.
II.
III.
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: l 8
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: ^
Applicant Information
1. Owner/Applicant Information ~ ~ ~ ~ ~ ~ t==' ~'
~.
Name: Mr. Alex Porter JUN ~ ~ LUU
Mailing Address: 666 5`h Ave., Suite 3404 New York NY 10103
DEtJR - WATER QUri.~'
Telephone Number: 212-484-5000 Fax Number: n/a ~TLAHD ~raU sroc~,nr~nr~~ sr~uy;;,-
E-mail Address: n/a
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: Tamp Bandy
Company Affiliation: Wetland and Natural Resource Consultants
Mailing Address: PO Box 224
_ 11 South College Avenue
Newton, NC 28658
Telephone Number: 828-302-3437 Fax Number: 828-465-3050
E-mail Address: wnrinc(a,aol.com
Project Information
Page 1 of 8

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 MRCS 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: Alex Porter Pond
2. T.LP. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): 00313199
4. Location
County: Mecklenburg Nearest Town: Davidson
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers/names, landmarks, etc.): From Davidson, head east
on Concord Rd. Turn left on Grev Rd. Turn right on Charden Rd. This road ends on the
site.
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): 35.4976°N 80.8115°W
6. Property size (acres): 185.313 acres
7. Name of nearest receiving body of water: West Branch Rock~iver
8. River Basin: Yadkin
(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/.)
Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: The site is approximately 60% forested and 40% open fields.
The surrounding_properties consist of residential homes and agricultural property
Describe the overall project in detail, including the type of equipment to be used: The project
involves the construction of a pond. Typical rading/excavating equipment will be used
Page 2 of 8

The property was purchased with the intent of constructing two residential homes and for
agricultural use including a beef cattle operation
Explain the purpose of the proposed work: The pond will be utilized for crop irrigation and
livestock watering.
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. _no known previous determinations /permits
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.
The project will remain in agricultural use indefinitely The property has been rezoned through
the Town of Davidson from residential to agricultural
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.
Provide a written description of the proposed impacts: Impacts from pond construction include
stream channel fill and flooding Dam to be constructed utilizing materials excavated or raded
from high ground. Table below details impacts No jurisdictional wetlands are to be impacted
by either fill or flooding Approximately cy of fill below the estimated OHWM of the
existing stream channels for dam footprint and outlet rip-rap apron
Page 3 of 8

Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
separately list imnartc rI„P to tenth etr,intnro n..rl A..,-.rl:...,~
- - - - 'b•
Wetland Impact Type of Wetland Located within Distance to Area of
Site Number Type of Impact (e.g., forested, marsh, 100-year Nearest Impact
(indicate on map) herbaceous, bog, etc.) Floodplain Stream (acres)
( es/no) (linear feet)
N/A
Total Wetland Impact (acres)
2. List the total acreage (estimated) of all existing wetlands on the property: N/A
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 he inclnrleri Tn ralr•nlata A/`rPO no ,14:..1., 1,,.. ,.+L. V . .: .liL .t_ ~~_ i i

Stream Impact
Number

(indicate on ma)

Stream Name ---o-o ------

T e of Im act
yp p --rV '-"'b... .
~
Perennial or
Intermittent? . .. ... ~.., uiwi ua
Average

Stream Width
Before Im act viu~. vy TJ,J
impact

Length
(linear feet) VV.
Area of

Impact
(acres)
dam UT to W I3r Rocky Rvr till for dam perennial 4 134 0.012
Flooding UT to W far Rocky Rvr flooding perennial 3 75 0.005
flooding UT to W far Rocky Rvr flooding intermittent 3 295 0.02
Total Stream Impact (by length and acreage) S04 0.019
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 clrPrloino flnnrlincT ~rainarrA 1,„1Ll,o.,,7~ „+„

Open Water Impact
Site Number
Name of Waterbody c» a-~ "~------ ,-....., ...,.,.
Type of Waterbody
Area of

(indicate on ma) (if applicable) Type of Impact (lake, pond, estuary, sound, bay, Impact

N/A ocean, etc.) (acres)
Total Open Water Impact (acres)
5. L1st the cumulative impact to all Watr rc of the i T C rao.,14;,,., F ...... •L.,......,.: ~..4.
- - --------a ---___
Stream Impact (acres): ___- Y..,~....~
0.019
Wetland Impact (acres): N/A
Open Water Impact (acres): N/A
Total Impact to Waters of the U.S. (acres) o, otq
Total Stream Impact (linear feet): 504
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.
Page 4 of 8

N/A
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.): Appropriate permits are to be secured from NC Division
of Land Resources. Dam to be constructed utilizing materials excavated or graded from high
ground. See Attachment~for construction sequence
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): livestock watering, crop irri ation
Current land use in the vicinity of the pond: agricultural /residential
Size of watershed draining to pond: 43 acres Expected pond surface area: 3.96
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.Original configuration has been
modified to reduce the pond surface area from 4.86 acres Pond size reduction and dam slope
analysis allow for steeper slopes and reduce hard impacts associated with dam fills by
approximately 90 feet. Majority of flooding impacts are to low quality intermittent streams
Perennial stream impacts have been minimized to the maximum extent practicable and occur to
historical) manipulated stream locations.
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
Page 5 of 8

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.
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.), aplan 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.
Mitigation achieved primarily through avoidance and minimization Project will stabilize
severely eroded lands and gullies which are a continued source of sedimentation to receiving
streams. The pond itself will provide for decreased turbidity of receiving West Branch
Rocky River. Proiect will provide 3.96 acres of regulated open water habitat to replace
approximately 0.02 acre of low quality streams. Additionally remaining streams on site will
remain undisturbed. Compliance with local SWIM Buffers regulations to be maintained for
portions of the project adiacent to West Branch Rocky River and an unnamed tributary
providing approxamately 13 acres of protected buffers on the property
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): n/a
Amount of buffer mitigation requested (square feet): n/a
Amount of Riparian wetland mitigation requested (acres): n/a
Amount ofNon-riparian wetland mitigation requested (acres): n/a
Amount of Coastal wetland mitigation requested (acres): n/a
IX. Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ^ No
Page 6 of 8

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 ^
X.
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 N/A)? Yes ^ No
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
Zone* Impact Multiplier Required
(s uare feet) Miti ation
1 N/A 3 (2 for Catawba) N/A
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.
XI.
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. N/A
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. Project not for development purposes. Two
Page 7 of 8

residential homes are to be constructed on this 185 acre site as well as farm buildings appropriate
for beef cattle.
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.
two residential homes conventional subsurface disposals sums
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NC~AC 2H .0500) or any Buffer Rules?
Yes ^ No ® ,
Is this an after-the-fact permit application? Yes ^ No
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ^ No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description: The
property has been rezoned from residential to agricultural which will result in less potential
development.
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).
n/a
ol~+,
G.
o~
ApplicanflAgent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 8 of 8

ATTACHEMENT (FOR ITEM VI, 7. OF PCN) -CONSTRUCTION SEQUENCE
1. NO WORK TO REPAIR THE DAM SHALL BE INITIATED PRIOR TO ISSUANCE OF WRITTEN APPROVAL TO REPAIR FROM
THE NORTH CAROLINA DIVISION OF LAND RESOURCES. LAND QUALITY SECTION
2. THE CONTRACTOR SHALL VERITY AND LOCATE ALL OVERHEAD AND UNDERGROUND (IF ANY) UTILITIES PRIOR TO
THE INITIATION OF CONSTRUCTION
3. INSTALL ALL EROSION CONTROL MEASURES AS INDICATED ON INS DRAWINGS AND WITHIN THE APPROVED
EROSION CONTROL PLAN PRIOR TO THE INITIATION OF ANY LAND OISTERBING ACTMTY TO CONSTRUCT THE DAM
4 EXCAVATE FOR THE SEEPAGE CONTROL CUTOFF TRENCH TO THE LIMITS INOICATED ON NE
DRAWINGS THIS EXCAVATION SHALL BE INSPECTED SY AN ENGINEER FROM MEADE GUNNELL
ENGINEERING AND SURVEYING MGES) PRIOR TO PLACEMENT OF ANY EARTHFILL IN THIS
EXCAVATION. OVERSXCAVATION SHALL BE CONDUCTED'AT THE DIRECTION OF MGES AT THE
CONTRACT UNIT PRICE.
5. PLACE AND COMPACT THE EARTHFILL IN THE CUTOFF TRENCH IN ACCORDANCE WITH THE PROJECT EARTHFILL
SPECIFICATIONS
6. INSTALL THE SPILLWAY BARREL CONDUIT AS INDICATED ON THE DRAWINGS THE FOUNDATION FOR THE SPILLWAY
BARREL SHALL BE INSPECTED AND APPROVED EY AN ENGINEER FROM MOBS PRIOR TO PLACEMENT OF THE DIP
BARREL CONDUIT.
7. CONSTRUCT THE RIPRAP APRON AT THE SPILLWAY BARREL OUTLET AS INDICATED.
8. EXCAVATE FOR THE RISER FDUNOATTON AS INDICATED..THE RISER FOUNDATION SHALL BE
INSPECTED BY AN ENGINEER FROM MOBS PRIOR TO THE PLACEMENT OF REINFORCING STEEL
CR CONCRETE IN THIS AREA THIS AREA SHALL BE UNDERCUT AS RFOUIRED BY MGESAT THE
CONTRACT UNIT PRICE.
9. CONSTUCT RISER FOUNDATION POUR NO. 1 AS INDICATED
10. PLACE THE PRECAST CONCRTE RISER EASE SLAB AS INDICATED
11. CONSTRUCT THE CONNECTION OF THE RISER BASE SLAB AND THE SPILLWAY BARREL AS INDICATED
12. INSTALL THE RESERVOIR DRAIN VALVE AS INDICATED.
13. INSTALL THE RESERVOIR DRAIN INTAKE CONDUIT AND HORSESHOE SHAPED DRAIN INLET PROTECTION AS
INDICATED
14. CONSTRUCT SRLLWAY RISER FOUNDATION POUR NO. 1 AS INDICATED.
15. CLEAR THE AREA FOR THE PLACEMENT AND COMPACTION OF EARTHFILL FOR THE DAM
EMBANKMENT AS INDICATED. THIS AREA SHALL BE INSPECTED AND APPROVED BY AN
ENGINEER FROM MEADE GUNNELL PRIOR TO THE PLACEMENT OF ANY EARTHFILL IN THIS AREA.
THIS AREA SHALL BE UNDERCUT BY THE CONTRACTOR AS REQUIRED BY MGES AT THE
CONTRACT UNIT PRICE
16. CONSTRUCT THE DAM EMBANKMENT IN ACCORDANCE WITH THE PROJECT COMPACTION SPECIFICATIONS AND AS
INDICATED ON THE DRAWINGS.
17. CONSTRUCT THE FILTER DRAINAGE DIAPHRAGM AS INDICTED
18. THE REMAINING SECTDNS GE NE SPILLWAY RISER SHALL BE INSTALLED CONCURRENTLY WITH THE
CONSTRUCTION CF THE DAM EMOANKMENTAS INDICATED
19. INSTALL THE SPILLWAY RISER TRASHGUARD AND DRAIN VALVE OPERATION MECHANISMS INDICATED.
20. INSTALL THE EMBANKMENT TOE DRAIN SYSTEM AS INDICATED ON THE DRAWINGS
21. APPLY SEED, LIME, FERTILIZER, MULCH AND TACK IN ACCORDANCE WITH THE PROJECT
SEEDING SPECIFCATIONS FOR THE ESTABLISHMENT OF VEGEATIVE COVER ON ALL DISTURBED
AREAS. TEMPORARY SEEDING SHALL BE CONDUCTED DURING ALL TIMES OF THE YEAR NOT
SUITABLE FOR PERMANENT SEEDING. SEEDING SHALL BE CONDUCTED IMMEDIATELY UPON
COMPLETION OF GADING OPERATIONS IN A PARTICULAR AREA. A PERMANENT VEGETATIVE
COVER SUFFICIENT TO RESTRAIN ACCELERATED EROSION SHALL BE ESTABLISHED ON ALL
DISTURBED ABEAS.
22. EXCAVATE FOR THE OPEN CHANNEL EMERGENCY SPILLWAY AS INDICATED. THIS AREA SHALL BE SEEDED
IMMEDIATELY UPON APPROVAL BY AN ENGINEER FROM MGES.
23. THE RESERVOIR DRAIN VALVE SHALL NOT BE CLOSED FOR THE IMPOUNDMENT OF WATER PRIOR TO THE
ISSAUNCE OF WRITTEN APPROVAL TO IMPOUND FROM THE NORTH CAROLINA DIVISION OF LAND RESOURCES,
LAND QUALITY SECTION.
24. THE DAM SHALL BE INSPECTED BY AN ENGINEER FROM MGES UPON THE INITIAL FILLING AND AT INTERVALS OF 30
DAYS, 90 DAYS AND ONE YEAR THEREAFTER.

Alex Porter Pond, SWIM Buffer Illustration
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'T~~IE~KLE~BUftG COUNTY GIS
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0 0 799ft

DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Determination Manual)
Project /Site: Pond site, Davidson, NC Date: June 22, 2007
Applicant /Owner: Alex Porter County: Mecklenbure
Investigator: Bandv State: North Carolina
Do normal circumstances exist on the site? Yes ® No ^ Community ID:upland
Is the site significantly disturbed (Atypical situation)? Yes ^ No ® Transect ID:
Is the area a potential problem area? Yes ^ No ® Plot ID: proposed pond
(explain on reverse if needed) bottom
VEGETATION
Dominant Plant Species Indicator Stratum Dominant Plant Species Indicator Stratum
1. Acer rubrum FAC tree 9. Toxicodendron redicans FAC vine
2. Quercus phellos FACW tree 10. Vitis spp. FAC vine
3. Liquidambarstyraciflua FAC+ tree 11. Smilax rotundifolia FAC vine
4. Liriodendron tulipifera FAC tree 12. Lonicera japonica FAC- vine
5. Platanus occidentalis FACW- tree 13. Eulalia viminea FAC+ herb
6. Quercus alba FACU tree 14. Juniperus virginiana FACU- sapling
7. Lindera benzoin FACW shrub 15.
8. Ligustrum sinense FAC shrub 16.
Percent of Dominant Species that are OBL, FACW, or FAC excluding FAC-). 71%
Remarks:
HYDROLOGY
^ Recorded Data (Describe In Remarks): Wetland Hydrology Indicators
^ Stream, Lake, or Tide Gauge
^ Aerial Photographs Primary Indicators:
^ Other ^ 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: N/A (in.) Secondary Indicators:
^ Oxidized Roots Channels in Upper 12"
Depth to Free Water in Pit:N/A (in.) ^Water-Stained Leaves
^ Local Soil Survey Data
Depth to Saturated Soil: N/A (in.) ^FAC-Neutral Test
^ Other (Explain in Remarks)
Remarks: well drained bottom

SOILS
page 2 DF 1
Map Unit Name
(Series and Phase): Chewacla Drainage Class: Moderately well drained
Taxonomy (Subgroup): (Chl Fluva4uentic Dystrochrepts Confirm Mapped Type? Yes ® No ^
Profile Description:
Depth Matrix Colors
(inches) Horizon (Munsell Moist- Mottle Colors Mottle Texture, Concretions,
(Munsell Moist) Abundance/Contrast Structure, etc.
0-12 A 7.SYR 4/6 / silt loam

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:
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:

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