20070844 Ver 1_401 Application_20070507

. .March 9, 2007:. - .
. _ ~ - ~ ~-
Mr.'Jahn' Thomas ~ 2 .p Q 7 0 ~3 4. 4 ~ - _
U.S. Army Corps of Engineers
: Raleigh Regulatory Field Office ~ ~ _~
- : 6508 Falls of the Neuse Road, Suite 120.
Raleigh, ~torth Carolina 2'1615 ~ ~ . _: ; :. ~ _ .. , ,
. ~ RE: South-Central Sewer Project Phase l ~ - ~':; f 4y ~ ~~"~1' P -
Davison County; North Carolina ~.
- ~ ~ ~ ~ ~ -.
~ Yt ~aeaw w-":3 ~r ~i yW;
Dear Mr. Thomas:
HDR Engineering, Inc. of the Carolinas (HDR}, on behalf of Davidson County (County},
is requesting a Nationwide Permit #12 for an upcoming project that includes constructing
a new duplex submersible pump station and installation of approximately 3;200 feet of 8- ~ ~.
inch diameter, gravity sanitary sewer pipe- and approximately. 19,000 feet of .&inch ~~
diameter force. main.
.The County has historically used on-site wastewater treatment at" many of the County
schools, since public sewer service was riot readily available to many of the sites during -
original construction.. Through the years; many of these on-site treatment systems .have
failed to achieve reliable compliance with their National Pollution Discharge Elimination
' ~ System (NPDES} permit, resulting in the issuance of Special Order by Consent (SOCs)
by the North Carolina -Environmental Management Commission. These SOCs typically
allow for some xelief in the, effluent performance criterza 'on the on-site wastewater ~ .
systems, while mandating improvements that will bring the County into compliance. The
• proposed project will bring two County schools .into compliance with. their NPDES
permit by connecting #hem to a public wastewater collection and treatment system. -
-As part of the field effort for the project, a su>;vey was conducted for bald eagle, Georgia
. ~ aster, and Schweinitz's sunflower in Septembex 2006. - No species occurrences were . .
- found within the project corridor.. ~ ~. ~ ~ :. -
HDR Enginesring,lnc. otthe Carolinas ~ 3733 ~1a6ona! Drive ~ Piwne: X9191765-1118
- SuiEe 207 ~ Fax. j919) 78a-1187
Raleigh, NC 27b12-4845 vnnvhdrinc.com

tail Dlap

Number
-

trcam/FI'etland
- Wetland Fvitliin

('oustruction

.Corridor
5 `_Rt. ao `
\Vetlaud

Impact
(Sq Fk (n c)}~

_:.
Streaim
Crussin~ within
~;pnstruciion
Curritloi`.
" I Wetland WB 683 (0.01 107 (0.002) - . '.
l S2 perennial - - 42
1 - S3~perennial - - ~ ~ 41
.2 Wetland WC '250 (0.00 73 (0.002) -
2 SSA perennial - - 43
2. SSB perennial - - 41
2 SSC perennial - - 41
3 S6 intermittent - - 4Q
3 S7 intermittent - - 44
4 Weiland WE 545 (0.13} - -
4 Si0 intermittent - ~ - 42
4 ~ Wetland WF ~ 155 (0.004) - - .
4 . Wetland WG 615 {0.14) 1b4 (0.004} -
4 Wetland WH 1,207 {0.028) • 348 (0.008) -
5 Wetland WI 1,b33 (0.03 264 (0.00 ~ - .
5 513 perennial ~ - ~ - ~ ~ 45
Totals 5,088 (0.11 ~ 959 0.022 51.8
' Enclosed is the permit application, maps of the project location, and a comprehensive list
- of property owners•along the alignment..
• Thank.you in advance for your assistance. If you have any questions or~require additional
;informatiori~ after your review of the enclosed information, please contact me at {919) . •
- 232-6625.. - - -
Sincerely, ~ .. ~ ~ .
John Jamison - .. ,
Environmental Scientist ~ - , "
Cc: Mr. Daryl Lamb, NC DWQ .401. Unit, Winston-Salem Regional Office
11DR I'engineering, Inc. otihe Carolinas. -

' 20070844
~~
Office Use Only' Form Version March OS
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not appucaoie'~ or ~~Nia°.~
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: 12
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: ^
II. Applicant Information
.,,,,~ .
4 ~i J
1. Owner/Applicant Information ~~~~`~ ~ `~.~.,t
Name: Rex Buck. Public Works Director
Mailing Address: Davidson County ~~
925 N. Main Street
Lexington NC 27293
Telephone Number:~336) 242-2008 Fax Number:
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: John Jamison
Company Affiliation: HDR En~ineerin~ Inc. of the Carolinas
Mailing Address: 3733 National Drive
Suite 207
Raleigh NC 27612
Telephone Number: [phone] Fax Number:_(919) 785-1187
E-mail Address: John.Jamison(cr~hdrinc.com
Page 5 of I4

III. Project Information
5
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: South-Central Sewer Project Phase I
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN):~see attached)
4. Location
County: Davidson Nearest Town: Lexin~;ton
Subdivision name (include phase/lot number):
Directions to site (include road numbers/names, landmarks, etc.): see attached
Site coordinates (For linear projects, such as a road or utility line,
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): °N
6. Property size (acres):=
7. Name of nearest receiving body of water: Abbotts Creek
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/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: The general land use of this area is residential surrounded by
open fields and forest. Two schools are adjacent to the project area.
attach a sheet that
°W
Page 6 of 14

10. Describe the overall project in detail, including the type of equipment to be used:
This project involves the installation of approximately 3,200 feet of 8-inch diameter rg avitX
sanitary sewer pipe, approximately 19,000 feet of 8-inch diameter force main, approximately
4,200 feet of 6-inch diameter force main, and duplex submersible pump station.
11. Explain the purpose of the proposed work: The purpose of the project is to provide two area
schools with infrastructure to convey wastewater to the City of Lexin~;ton's wastewater
collection and treatment facilities. These schools currently utilize onsite wastewater
equipment, but are having difficulty meeting their NPDES permit requirements resulting in
the issuance of Special Orders of Consent (SOCsLy the North Carolina Environmental
Management Commission. These SOCs typically allow for some relief in the effluent
performance criteria of the on-site wastewater systems, while mandating improvements that
will brim the County into compliance within a certain time schedule.
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 .N/A
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.
N/A
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.
Page 7 of 14

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: Direct impacts to jurisdictional waters
will result from construction activities such as clearing, draining, and filling. It is anticipated
that 0.137 wetland acres will be impacted by construction of the project. The impacts to most
of these wetlands would be temporary, with natural vegetation being allowed to regenerate in
the construction corridor supplemented by post-construction plantings. A permanent 10-foot
wide maintenance corridor will be established impacting_approximately 0.02 acres of wetland
once the line is constructed. At stream crossings, the utility will be installed at a near
perpendicular angle to the stream and will consist of an open cut trench excavation lined with
rip rap below the normal high water level. Construction will impact approximately 20-45
linear feet of stream channel per crossing. The Abbotts Creek crossing will be directionally_
bored.
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
separately list impacts due to both structure and flooding.
Wetland Impact

Site Number
(indicate on map)

Type of Impact Type of Wetland

(e.g., forested, marsh,
herbaceous, bog, etc.) Located within
100-year
Floodplain
(es/no) Distance to
Nearest
Stream
(linear feet) Area of
Impact
(acres)
WB Permanent -Grading Forested No 200 0.002
WB Temporary -Clearing Forested No 200 0.016
WC Temporary -Clearing Forested No <50 0.006
WE Temporary -Clearing Forested No 0 0.013
WF Temporary -Clearing Forested No <50 0.004
WG Permanent -Grading Forested No <50 0.004
WG Temporary -Clearing Forested No <50 0.014
WH Permanent -Grading Forested No <75 0.008
WH Temporary -Clearing Forested No <75 0.028
WI Permanent -Grading Forested Yes 0 0.006
WI Temporary -Clearing Forested Yes 0 0.037
Total Wetland Impact (acres) 0.137
3. List the total acreage (estimated) of all existing wetlands on the property: 1.04 acres
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
must be included. To calculate acreage, multiply length X width, then divide by 43,560.
Page 8 of 14

Stream Impact
Number
(indicate on ma)
Stream Name
Type of Impact
Perennial or
Intermittent? Average
Stream Width
Before Im act Impact
Len th
(lines f eet) Area of
Im act
aces
S2 Pounders Fork Temporary Perennial 30' 42 0.029
S3 UT -Pounders Fork Temporary Intermittent 4' 41 0.004
SSA UT -Pounders Fork Temporary Perennial 15' 43 0.015
SSB UT -Pounders Fork Temporary Perennial 15' 41 0.014
SSC UT -Pounders Fork Temporary Perennial 15' 41 0.014
S6 UT -Pounders Fork Temporary Intermittent 4' 40 0.004
S7 UT -Pounders Fork Temporary Intermittent 4' 44 0.004
S 10 UT -Pounders Fork Temporary Intermittent 4' 42 0.004
S 13 UT - Abbotts Crk. Temporary Perennial 12' 45 0.012
Total Stream Impact (by length and acreage) 379 0.100
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dredging, flooding, drainage, bulkheads, etc.
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)
6. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Impact (acres) -- Temporary: 0.100
Wetland Impact (acres): 0.137
Open Water Impact (acres): n/a
Total Impact to Waters of the U.S. (acres) 0.237
Total Stream Impact (linear feet) -- Temporary: 379
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.
Page 9 of 14

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
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.
The alignment was designed to minimize and avoid major impacts to jurisdictional waters.
As a part of the project, the force main alignment will have a number of unavoidable
stream/wetland crossings. Immediately followin~pletion of construction, all disturbed
stream areas will be restored to their original contours and stabilized with native ve eta
Disturbed wetland areas will be re-vegetated with native (non-fescue) species and pre-
construction contours will be re-established.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
Page 10 of 14

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/strmgiide.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), 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 requested der telephone conversation with Mr. John Thomas of the
USACE on March 8.2007.
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:/lh2o.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 ^
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ^ No
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ^ No ^ N/A
Page 11 of 14

X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify )? Yes ^ No
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
* Impact I Required
Zone ,~~...,_e F o*~ Multiplier
1 3 (2 for Catawba)
2 1.5
Total
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additiona120 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. N/A
XI. Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss
Stormwater controls proposed in order to protect surface waters and wetlands downstream from
the property. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level.
There will not be a significant amount of new impervious surface due to this proiect.
The pump station site will be minimallyimpacted and the utility line corridor will be ve etated
and pervious.
XII. Sewage Disposal (required by DWQ)
Page 12 of 14

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 purpose of this Pro,Lect is to eliminate the on-site septic systems currently in use by Davidson
County School Department's Central Davidson Middle and High Schools. These septic
systems are currently under a Special Order by Consent (SOC) by the North Carolina
Environmental Management Commission because they have failed to achieve reliable
compliance with their National Pollution Discharge Elimination S st~(NPDES) permit. The
proposed Project will eliminate these failing- septic systems by pumping the wastewater
,generated at the schools to the City of Lexington's Wastewater Treatment Plant. The City owns
and operates it's treatment plant under the requirements of WWTF Permit No. NC 0055786. The
City has the capacity to properly treat the proposed flow from this Project and has already
received a permit from DWQ to do so Permit No. WQ0031174 dated January 11, 2007).
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (1 SA NCAC 2H .0500) or any Buffer Rules?
Yes ^ No
Is this an after-the-fact permit application? Yes ^ No
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ^ No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description:
The purpose of this Project is to eliminate the on-site septic systems currently in use by
Davidson County- School Department's Central Davidson Middle and High Schools. These
septic systems are currently under a Special Order by Consent (SOC) by the North Carolina
Environmental Management Commission because they have failed to achieve reliable
compliance with their National Pollution Discharge Elimination S st~(NPDES) permit. The
proposed Project will eliminate these failing septic systems by pumping the wastewater
generated at the schools to the City of Lexing-ton's Wastewater Treatment Plant.
Page 13 of 14

~V. ~Cltl~e~r +Clrcu~rns~ance~ (~lpti€~nal).
It is the ~plicnt's ~slxansibility tc~ snl~init the application suffieientl in advance of cie~ia~d
con~tructiQn dates to all~~r pes~in time fc~r thes+~ permits. T~+~w~ver, an applicant ~y
~lyoose to list constraints assvciaked with C~C1t1~tXlt~CtiOrt car seciuencin~ that mad impose limits on
v~rork schedtzl~.s (e.~., draw=clown schedules fc~r i~zkes, dates ass«ci~t~tl with EcYda[7~ grid
"l'l~re~~tenecl ~~ecies, ac~;essibilty p~ral3lert~s, or other issues outside of the applicant's cc~ntrt~l~.
~~~j
Applicantl~gent's ~i~nat~t~ ~ Date
~~-~er~t's signature is valid only if an auth~riation letter from the applicant is provicked.~
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ONE COMPANY ~ Many Solutions~•
Davidson County ~ South Central Sewer Project Phase I ~ 404 Application

South Central Sewer
Phase I Project
Financial Responsibility /Ownership Form
Landowners of Record
Land Owner PID # Deed Book Page Number
Scarff, Rebecca 6733-04-73-9854
Rodwell, Penry and Phyllis 6733-04-82-3984 01198 1609
Rodwell, Penry and Phyllis 6733-04-82-5479
Rodwell, Penry and Phyllis 6733-04-81-3915
Wilson, Darrell R 6733-04-81-4351 1069 1722
Becks United Church of Christ 6733-04-71-4847 0884 0769
Greer, John and Judy 6733-04-80-7912 0841 0723
Williamson, Eddie and Gail 6733-04-70-3778 01690 1709
Murphy, David 6773-04-70-3612 01264 0846
Murphy, David 6773-04-70-3522 00818 0669
Murphy, Wesley 6773-04-70-3317 00818 0680
Loflin, Max and Linda 6733-04-80-0441 00902 1157
Briggs Dermont 6732-02-79-8775
Murphy, Wesley and Betty 6732-02-79-3839 00871 0748
Miller, Arnold Lee 6732-02-79-4191 1074 1772
Miller, Robyn and Kelly 6732-02-78-4391 01587 1610
Davidson County Bd of Ed 6732-02-67-8128
Doyle, Stephen and Rosemary 6733-04-64-0541 1008 0099
Tysinger, Donald and Caroline 6733-04-74-0714 00972 0366
Burkhart, Timothy and Tina 6733-03-44-4671 01163 0423
Allred, Ronnie and Clara 6733-01-36-8624
Allred, Mary 6733-02-66-3777 094E 0465
Allred, Mary 6733-03-33-2856 094E 0465
City of Lexington 6733-01-17-8960

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i I I
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7
8
`~' '.I ; I 'I I
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EPHEMERAL I ' 11
STREAM '' ' I ~ I I
,111, ;~I
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,
r---~--------Sff-------'.~- ~~ ~.
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. _ __-ssE_________1 WB100
~ ~ WB109
WB101 I • WB10B
~ ".`.
.y+W .yWy.y.yW
lu y WyW,~W~.W.
y"W W'°°.°~'.'.
__ __ m_ i_ y y ySSE y W e W
WB102 ,~ m . ~.
WB103
WB104
WETLAND WB TABULATION
WETLANDS WffHIN CONSTRUCTION CORRIDOR 683 SF
WETLANDS WITHIN MAINTENANCE CORRIDOR 107 SF
THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY DEPICTS
THE BOUNDARY OF JURISDICTION OF SECTION 404 OF THE CLEAN
WATER ACT AS DETERMINED BY THE UNDERSIGNED ON THIS DATE.
UNLESS THERE IS A CHANGE IN THE lAW OF OUR PUBLISHED
REGULATIONS THIS DETERMINATION OF SECTION 404 JURISDICTION MAY
BE RELIED UPON FOR A PERIOD NOT TO EXCEED FNE (5) YEARS
FROM DATE. THIS DETERMINATION WAS MADE UTILIZING THE 1987 CORPS
OF ENGINEERS WETAND DELINEATION MANUAL
TffLE:
DATE:
lox 5gnrngm
4
I~
6

S2
a
--, PERENNIAL '
u
` STREAM T 1
f
~v ':
~, ~ y
~ 4 / \~ ~ ~ 14~ ~~
~~.~ ~~ '
=,~
~~~~ . -. -SSE- - _ Jx.~ SSE ~ ~L SSE- _ ~ ~
~ ~ ~ \
~SSE~ ~ ~ SSE- _ _ ~ -SSE- 1 - -SSE\•~.~
~ ~ .AYF~
1 ~ \
1 ~~1 ~~
WETLAND WB
POINT NUMBER NORTHING FASTING DESCRIPTION
219 734220.8638 7636879.0018 WB100
218 734220.0459 1636843.9701 WB101
224 734169.5949 1636813.5764 W81 D2
217 734125.8405 1636816.0192 WB10J
197 734072.3659 1636823.6240 WBi D4
188 734078.7904 1636897.7561 WB105
187 734125.2007 1636915.1620 WB106
186 734159.8858 1fi3fi946.7860 WB107
169 734157.9002 1636891.2223 WB708
220 734188.0200 1636883.9479 WB109
5
STREAM CROSSINGS WITHIN CONSTRUCTION CORRIDOR
LOCATION NORTHING FASTING LENGTH
733623.2935 1637384.2241
S2 42 LF
733590.7737 1637359.3252
STREAM CROSSINGS WITHIN CONSTRUCTION CORRIDOR
LOCATION NORTHING FASTING LENGTH
732607.1343 1638126.1724
53 41 LF
732602.7120 1638085.9970
i~ N
~~ /
,~ -
S3 ~ ~~
PERENIAL i '
STREAM '
I ~
~I
I~ ~ _
/ ~ SSE - '~ I , '- 95E - - - - ~ SSY~ - _
d
~ r
/ ~ i ~
_ ~ -/I - $$E~ Y ~ -1 -SSE - ~- -
r ~~ ~~ ~
~~~, ~~
~ z
J ~
~/ ' ; / \
~~ rr ~,111 ~!'
~~ ~ ~~-T 1 ~ ~ -.
,,
,,
i~ ~" %~
a'~
,~
LEGEND
DELINEATED WETLAND (HDR)
WETLANDS WITHIN CONSTRUCTION CORRIDOR
WETLANDS WITHIN MAINTENANCE CORRIDOR
~ STREAMS WRHIN CONSTRUCTION CORRIDOR
- -SSE- - PERMANENT SANITARY SEWER EASEMENT
------- TEMPORARY CONSTRUCTION EASEMENT
~- • WASTEWATER GRAVffY LINE WITH MANHOLES
WASTEWATER FORCE MAIN
'dOLF
THE PERMANENT MAIMENANCE CORRIDOR WILL NOT EXCEED 10 FEET AT JURISDICTIONAL
CROSSINGS, AND WHERE FEASIBLE, R IS SHOWN ON THESE DRAWINGS. THE PERMANENT
MAINTENANCE CORRIDOR IS ttPICALLY CENTERED WITHIN THE SANTARY SEWER EASEMENT,
AND/OR EXTENDS 5' EACH SIDE OF THE PIPE CENTERLINE UNLESS NOTED OTHERWISE.
THIS PLAT WAS PREPARED FOR THE PURPOSE OF WETLAND DELINEATION AND
IS NOT INTENDED TO BE A DOUNDARY SURVEY OF THE PROPERtt SHOWN. THE
BACKGROUND DATA WAS TAKEN FROM PLANS FOR THE SOUTH CENTRAL SEWER
PROJECT PHASE II BY HDR ENGINEERING, INC. DATED DECEMBER, 2006.
THE WETLANDS SHOWN ARE BASED ON ACTUAL FIELD LOCATIONS BY HDR
ENGINEERING, INC. AND SURVEYED USING GPS BY BRAOY SURVEYING, DURING
THE SUMMER OF 20Dfi.
W. MAX BRADY, JR PLS N0. L-2578
DESIGN-NOT RELEASED FOR
PROJECT MANAGER M. SHULTZ, PE
DESIGNED M. SHULTZ, PE
DESIGNED J. MANGUS, EI
CHECKED J. MILLER, PE
DRAWN M. LINKOUS
PROJECT NUMBER 011465-32511-018
SOUTH-CENTRAL
~ SEWER PROJECT
PHASE1
CENTRAL DAVIDSON
MIDDLE AND HIGH SCHOOLS
DAVIDSON COUNTY NORTH CARDLIN~
WETLAND DELINEATION MAP
DETAIL MAP 1
O®, FlLENAME OOC-OiWM.dwg SHEEP
SCALE ,• = 40' C-U1WM
0
C
IB
IA

~ ~ N~~

I i--- -
I - - _- - -- -- - - --
S4
~, EPHEMERAL
SEAM ~ LIMITS OF ii
MAINTENANCE
' CORRIDOR

_ .. _ ~;~ y
ssE- - ssE
~ _
WE101 - ; ]
T -.:.c:.:
i
,
., -
~ WC100

~~-~
,
-SSE - -
=~ -
~ -, _ _ - - _
SSE -SSE
_ _ _
_
~
`
/ ~~;^
~, t
~ ~ WC200 ~l WC1D2

THIS CERTIFlES THAT THIS COPY OF THIS PLAT ACCURATELY DEPICTS
THE BOUNDARY OF JURISDICTION OF SECTION 404 OF THE CLEAN
WATER ACT AS DETERMINED BY THE UNDERSIGNED ON THIS DATE.
UNLESS THERE IS A CHANGE IN THE LAW OF OUR PUBLISHED
REGULATIONS THIS DETERMINATION OF SECTION 404 JURISDICTION MAY
BE RELIED UPON FOR A PERIOD NOT TO EXCEED FlVE (5) YEARS
FROM DATE. THIS DETERMINATION WAS MADE UTILIZING THE 1987 CORPS
OF ENGINEERS WETLAND DELINEATION MANUAL
NAME:
TITLE:
DATE:
~~
~~~,~.
au. c.w,w
MBTyenMr,ewlW ira.bro,xc ffiOi
PROJECT
SHULTZ, PE
SHULTZ, PE
MANGUS, EI
MILLER, PE
I 12/2006 FINAL DESIGN-NOT RELEASED FOR CONSTRUCTIONI DRAWN~M. LINNOUS
ISSUE DATE DESCRIPTION r PROJECT NUMBER 011465-32511-018
f ~ s5c ~' N
PERENNIAL
~, ~~ ~1 ~- ~ ~ STREAM
~\ ~~
~~
.\ ~,
~~
~~
S5A ~ ~/ ~'~ ~t
S58 /~ ~ f ~ ~
~- - - PE~~ L ,I ~ PERENNIAL ~ / ~ ~ ~ ~ ~ ` 1
J ~ '~ . STREAM ~ / / ~ ~ ~ ~ ~ ~ ~
'~ ~ SSE .
I, // - SS(~ ` ` ~ ~ it / /
/ / ~-
~ ~% ~,~y~, ~ ~--_ -SSE-, --~-_,/
/~ f f ~ ~~~.-~~~~
i `~ ' - - ~~
~N ~~~ /.
1~ \ 1 ~~
~ %, ~ ~ 1
'1
.s ~ l ~ ,
~,'
i'
~,
t V ~~
V'
i~ '
~~
WETLAND WC
POINT NUMBER NORTHING FASTING DESCRIPTION
607 732196.8360 1638061.1125 WC100
605 732249.0733 16380BiJ539 WC101
666 732283.7560 1638074.0110 WC102
564 732327.7169 1638079.2079 WC200
577 732348.4218 1638081 A277 WC201
562 732374.1654 1638068.5844 WC202
563 732348.5769 1638070.3815 WC301
WETLAND WC TABULATION
WETUNDS WITHIN CONSTRUCTION CDRRIDOR 250 SF
WETUNDS WITHIN MAINTENANCE CORRIDOR 0 SF
STREAM CROSSINGS WITHIN CONSTRUCTION CORRIDOR
LOCATION NORTHING FASTING LENGTH
731518.3923 1637919.O66D
55A 43 LF
731552.1462 1637692.7191
STREAM CROSSINGS WITHIN CONSTRUCTION CORRIDOR
LOCATION NORTHING FASTING LENGTH
731218.4961 1637772.5698
556 41 LF
731187.3448 1637745.5250
STREAM CROSSINGS WITHIN CONSTRUCTION CORRIDOR
LOCATION NORTHING FASTING LENGTH
730984.8210 1637754.7185
S5C 41 LF
731013.6109 1637725.7828
LEGENp
DELINEATED WETLAND (HDR)
WETLANDS WITHIN CONSTRUCTION CORRIDOR
WETUNDS WITHIN MAINTENANCE CORRIDOR
~ STREAMS WITHIN CONSTRUCTION CORRIDOR
- SSE- - PERMANENT SANRARY SEWER EASEMEM
------- TEMPORARY CONSTRUCTION EASEMENT
~- • WASTEWATER GRAVItt UNE WITH MANHOLES
WASTEWATER FORCE MAIN
NQE
THE PERMANENT MAINTENANCE CORRIDOR WILL NOT EXCEED 10 FEET AT JURISDICTIONAL
CRDSSINGS, ANO WHERE FEASIBLE, U IS SHOWN ON THESE DRAWINGS. THE PERMANEM
MAINTENANCE CORRIDOR IS TYPICALLY CENTERED WITHIN THE SANITARY SEWER EASEMENT,
AND/OR EXTENDS 5' EACH SIDE OF THE PIPE CENTERLINE UNLESS NOTED OTHERWISE.
THIS PLAT WAS PREPARED FOR THE PURPOSE OF WETLAND DELINEATION ANO
IS NOT INTENDED TO BE A BOUNDARY SURVEY OF THE PROPERTY SHOWN. THE
BACKGROUND DATA WAS TAKEN FROM PUNS FOR THE SOUTH CENTRAL SEWER
PROJECT PHASE II BY HDR ENGINEERING, INC. DATED DECEMBER, 2006.
THE WETUNDS SHOWN ARE RASED ON ACTUAL FlELD LOCATIONS BY HDR
ENGINEERING, INC. ANO SURVEYED USING GPS BY BRADY SURVEYING, DURING
THE SUMMER DF 2006.
W. MAX BRADY, JR PLS N0. L-2578
SOUTH-CENTRAL
SEWER PROJECT
PHASE 1
~, CENTRAL DAVIDSON
MIDDLE AND HIGH SCHOOLS
WETLAND DELINEATION MAP
DETAIL MAP 2
p 1• 2• FlLENAME OOC-02WM.dwg
SCALE i" = 40'
C-02WM I

1
2
3
4
'~ i
I
', N
~ ..
v -
~ ~ -
~~ ~ "~
} __
~~~~ ~~ ~~~~~~~~I~ ~1LL~~~~
~--SSE- _ ~~gg__~. _~E_ ~ ~ ~-SSE-
1
1
SSE-~~-SSE-~---SSE-~! - --~
1
11
1
WD100 WD101 ~ `
wD1D2~
1
,I
WD201 ~
t 1
i
i
i
i.
I,
,
I
S
N -~
- -- - ,~
",
s
f' ~
- ...._ ~ ~
i ~ / /, .
~ ~~ ~~
/ '~
~ / ~~ 5~/
1 y /~ /
_______ _~~ ~r
''``~I
' /F
-__~E_ _- E ~//~
~\
\ t JV
~ ~ INTERMITTENT
~~ ', STREAM
t
,\
~~
~~
WETLAND WD
POINT NUMBER NORTHING FASTING DESCRIPTION
782 730736.9255 1637573.8565 WD100
794 730892.0244 1837529.5304 WD101
79fi 73D645.4073 1637516.2749 WD102
795 73D713.3585 1637511.4052 WD201
WETLAND WD TABULATION
WETUNDS WITHIN CONSTRUCTION CORRIDOR D SF
THIS CERTIFIES THAT THIS COPY OF THIS PUT ACCURATELY DEPICTS
THE SOUNDARY OF JURISDICTION OF SECTION 404 OF THE CLEAN
WATER ACT AS DETERMINED BY THE UNDERSIGNED ON THIS GATE.
UNLESS THERE IS A CHANGE IN THE UW OF OUR PUBLISHED
REGUUTIONS THIS DETERMINATION OF SECTION 404 JURISDICTION MAY
RE RELIED UPON FOR A PERIOD NOT TO EXCEED FNE (5) YEARS
FROM DATE. THIS DETERMINATION WAS MADE UTILIZING THE 1987 CORPS
OF ENGINEERS WETLAND DELINEATION MANUAL.
NAME:
TITLE:
GATE:
~~
~~w~~~
.~.~,~,.
h e Tea ~l wIY 11011 fJrMy YC mm
2006 FINAL DESIGN-NOT RELEASED FOR
DATE DESCRIPTION
6

~~ ~
~ ~
~,~ -
\ ~ ~ti
~ J \
ti, SsF\ ~\J t
7
N
_~E--~_~SSE-.
\ I
\ ~, \
~ ~.~SSET T SSE.-..-SSE•
\ ~ .. ~ J L
1
S7
INTERMITTENT <<
STREAM -
STREAM CROSSINGS WITHIN CONSTRUCTION CORRIDOR
LOCATION NORTHING FASTING LENGTH
729404.0050 1637497.6839
S6 40 LF
729428.7138 1637466.0018
STREAM CROSSINGS WITHIN CONSTRUCTION CORRIDOR
LOCATION NORTHING FASTING LENGTH
729067.7469 1637392.6722
S7 44 LF
729047.6215 1637354.4151
LEGEND
~ DELINEATED WETLAND (HDR)
r
I 1
III ...iii WETLANDS WITHIN CONSTRUCTION CORRIDOR
WETLANDS WITHIN MAINTENANCE CORRIDOR
~ STREAMS WffHIN CONSTRUCTION CORRIDOR
- SSE- - PERMANENT SANITARY SEWER EASEMEM
------- TEMPORARY CONSTRUCTION EASEMENT
~-- • WASTEWATER ORAVNY LINE WITH MANHOLES
WASTEWATER FORCE MAIN
N4LE
THE PERMANENT MAIMENANCE CORRIDOR WILL NOT EXCEED 10 FEET AT JURISDICTIONAL
CROSSINGS, AND WHERE FEASIBLE, IT IS SHOWN ON THESE DRAWINGS. THE PERMANENT
MANTENANCE CORRIDOR IS ttPICALLY CENTERED WITHIN THE SANITARY SEWER EASEMENT,
AND/OR EXTENDS 5' EACH SIDE OF THE PIPE CENTERLINE UNLESS NOTED OTHERWISE.
THIS PUT WAS PREPARED FOR THE PURPOSE OF WETLAND DEUNEATION AND
IS NOT INTENDED TO BE A BOUNDARY SURVEI' OF THE PROPERtt SHOWN. THE
BACKGROUND DATA WAS TAKEN FROM PLWS FOR THE SOUTH CENTRAL SEWER
PROJECT PHASE II BY HDR ENGINEERING, INC. DATED DECEMBER, 2006.
THE WETUNOS SHOWN ARE BASED ON ACTUAL FlELD LOCATIONS BY HDR
ENGINEERING, INC. AND SURJEYED USING GPS BY BRADY SURVEYING, DURING
THE SUMMER DF 2006.
W, MA% BRADY, JA PLS N0. L-2578
PROJECT MANAGER M. SHULTZ, PE
DESIGNED M. SHULTZ, PE
DESIGNED J. MANGUS, EI
CHECHED J. MILLER, PE
DRAWN M. LINKOUS
PROJECT NUMBER 011465-32511-016
8
SOUTH-CENTRAL
SEWER PROJECT
PHASE 1
CENTRAL DAVIDSON
MIDDLE AND HIGH SCHOOLS
WETLAND DELINEATION MAP
DETAIL MAP 3
p®• FlLENAME OOC-03WM.dwg SHEET
scALE r = 40' C-03WM
D
C
IB
IA

1
2
3
5
s
e
4

t
`~ ;
N
_ ,
s~o i
INTERMITTENT ,
STREAM
`
~ UMITS DF ~
~.
~ MAIMENANCE /
~ CORRIDOR
'\ /
WED1
~~~
, ~
__1 ~~~ ~ ~~_
~ ~
~
`
!
-_____~E
~__
____ --~ _
1
J
~ __~\ \
~
~
- \ \
~• -- ~ -~~-- WE0,09 ~\ \
~`\`5g_~~~ Jr ~E_____~~_ ~ ~~ \

~ \
k
~
.r
; 1
WE003 WE006 `
WE004 ~ WE005
i
~~
r
WETLAND WE
POINT NUMBER NORTHING FASTING DESCRIPTION
5685 735598.0526 1635696.9036 WE001
5689 735606.8867 1635718.0279 WE002
5690 735634.5856 1635742.9837 WE003
5691 735669.2831 1635759.4136 WE004
5692 735668.1959 1635750.8912 WE005
5693 735690.2149 1635719.0649 WE006
5702 735705.9079 1635689.1157 WE007
5703 735663.7429 1635687.9942 WE008
5704 735647.2922 1635657.7105 WE009
5683 735588.7654 1635666.2228 WE010
THIS CERTIFlES THAT THIS COPY OF THIS PLAT ACCURATELY DEPICTS
THE BOUNDARY OF JURISDICTION OF SECTION 404 DF THE CLEAN
WATER ACT AS DETERMINED BY THE UNDERSIGNED ON THIS DATE.
UNLESS THERE IS A CHANGE IN THE UW OF OUR PUBLISHED
REGULATIONS THIS DETERMINATION Of SECTION 404 JURISDICTION MAY
BE RELIED UPON FOR A PERIOD NOT TO EXCEED FNE (5) YEARS
FROM DATE. THIS DETERMINATION WAS MADE UTILIZING THE 1987 CORPS
OF ENGINEERS WETlAIJO DELINEATION MANUAL.
TITLE:
DATE:
MpI E,gYrl,q, M.
dtlw Woll,w
m nr,pnmµ ew. ~rlcwem, ~ am
WETLAND WE TABULATION
WETLANDS WTHIN CONSTRUCTION CORRIDOR 545 SF
WETLANDS WITHIN MAINTENANCE CORRIDOR 0 SF
STREAM CROSSINGS WITHIN CONSTRUCTION CORRIDOR
LOCATION NORTHING FASTING LENGTH
735568.0589 1635653.6420
s1a a2 LF
735596.4186 1635683.8427
WETLAND WF
POINT NUMBER NORTHING FASTING DESCRIPTION
5889 737275.0961 1634823.8193 WFD01
5887 737304.8605 1634895.1977 WFOD2
5885 737299.4911 1634916.5259 WFOD3
5886 737296.8615 1634897.5968 WF004
5888 737272.1198 1634850.5515 WF005
WETLAND WF TABULATION
WETUWDS WITHIN CONSTRUCTION CORRIDOR 155 SF
WETUWDS WITHIN MNMENANCE CORRIDOR 0 SF
PROJECT MANAGER M. SHULTZ, PE
DESIGNED M. SHULTZ, PE
DESIGNED J. MANGUS, EI
CHECKED J. MILLER, PE
2006 FINPL DESIGN-NOT RELEASED FOR CONSTRUCTION DRAWN M. LINKOUS
DATE DESCRIPTION PROJECT NUMBER 011465-32511-018

UMITS OF
MAINTENANCE
CORRIDOR
X55=_~_~ 355-•=____ ~.r.~y- ~-_~3~c~ - ~~-_~~~.
_
_,-~.
~~_~_~~__~~ WF003 ~~_~
WfD01 ~ ,,,~,,,,. r
', LWF005
I
WETLAND WG
POINT NUMBER NORTHING FASTING DESCRIPTION
5570 737045.0960 1633204.1093 WG001
5566 737000.5054 1633179.0771 WG002
5563 736943.9560 1633149.3248 WG003
5567 736975.9512 1633156.8390 WG004
5569 737033.6927 1633175.6634 WG005
5572 737077.4822 1633173.7321 WG006
5574 737112.1427 1633177.0433 WG007
5573 737101.9551 1633230.0925 WG008
WETLAND WH
POINT NUMBER NORTHING FASTING DESCRIPTION
5575 737122.1496 1633165.0923 WH001
5576 737152.2827 1633164.4414 WHGD2
5577 737165.0507 1633127.9523 WH003
5578 737126.7891 1633133.6962 WH004
5579 737087.9013 1633109.7082 WHDDS
5580 737058.9907 1633112.7569 WH006
5581 737076.5925 1633138.3008 WH007
,\
,1 ~~ ~~ N
~ ,` 1
\ '' 1
\ \ WH002 '~. ~ ~ ~.
\ wHOO3 -" '~
\ WH001 WG008
\ / WGO07
\ \
\ \ i
I
\ \ wHlaoa , ~ wcoD1 ACREETK
\ \ ~:~.~ V ~ PERENNIAL '~~
\ WG~fi STREAM
WHDDS ~ . ~ ~ . ' . y__-3 _____ i r~---------~
\ WHODR - --_----- -------
., .....3 ~. ____ ___355-__~~~___
WH006
UMITS OF T - -
MAINTENANCE
CORRIDOR WG004 WG002
I
~_ __ WG003
I I
.\_

LEGEND
WETLAND WG TABULATION

~ DELINEATED WETLAND (HDR)
WETL4ND5 WITHIN CONSTRUCTION CORRIDOR 615 SF

WETLANDS WITHIN MAINTENANCE CORRIDOR 164 SF ~ WETLANDS WITHIN CONSTRUCTION CORRIDOR
WETLANDS WITHIN MAINTENANCE CORRIDOR
STREAM CROSSINGS WITHIN CONSTRUCTION CORRIDOR
LOCATION NORTHING FASTING LENGTH
736994.6920 1633258.2732 DIRECTIONAL
ABBOTTS BORE
CREEK 736952.4411 1633231.5069 NO IMPACTS
~ STREAMS WITHIN CONSTRUCTION CORRIDOR
- -SSE- - PERMANENT SANRARY SEWER EASEMENT
------- TEMPORARY CONSTRUCTION EASEMENT
~-~ WASTEWATER GRAVItt LINE WRH MANHOLES
WASTEWATER FORCE MNN
dog
WETLAND WH TABULATION THE PERMANENT MAINTENANCE CORRIDOR WILL NOT EXCEED
10 FEET AT JURISDICTIONAL CROSSINGS, AND WHERE
WETLANDS WITHIN CONSTRUCTION CORRIDOR 1,207 SF FEASIBLE, IT IS SHOWN ON THESE DRAWINGS. THE
PERMANENT MAINTENANCE CORRIDOR IS TYPICALLY CEMERED
WETLANDS WITHIN MAINTENANCE CORRIDOR 348 SF WITHIN THE SANRARY SEWER EASEMENT, AND/OR EXTENDS 5'
EACH SIDE OF THE PIPE CENTERLINE UNLESS NOTED
OTHERWISE.

THIS PLAT WAS PREPARED FOR THE PURPOSE DF WETLAND DELINEATION AND
IS NOT INTENDED TO BE A BOUNDARY SURVEY OF THE PROPERtt SHOWN. THE
BACKGROUND DATA WAS TAKEN FROM PLANS FOR THE SOUTH CENTRAL SEWER
PROJECT PHASE II BY HDR ENGINEERING, INC. DATED DECEMBER, 2006.
THE WETLANDS SHOWN ARE BASED ON ACTUAL FlELD LOCATIONS BY HDR
ENGINEERING, INC. AND SURVEYED USING GPS BY BRAOY SURVEYING, DURING
THE SUMMER OF 2006.
W. MAX BRADY, JR PLS N0. L-2578
SOUTH-CENTRAL
SEWER PROJECT
PHASE 1
CENTRAL DAVIDSON
MIDDLE AND HIGH SCHOOLS
WETLAND DELINEATION MAP
DETAIL MAP 4
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PROPERtt OWNED BY THE Cltt OF WI104 /
LE%INGTON - NO EASEMENT REQUIRED.
W1103
,• ~ '1,. 1
•i. / ~
W1102 .',%'.' ~ ~'
W001
DISTURBANCE - ~7'r,~.• .• - -- ------------
4''. •'' WI003
/ ~ -- - ---
/ ______ ____.-__WI100_- _ ~ WIDOS
_-__-_.__W110-1. _ _ ~- ..
/ ~ / ~~ ~~• UMITS OF
/ / / / S~ 3 MAIMENANCE
CORRIDOR
/ / / / PERENNIAL wloo6
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WETLAND WI TABULATION
WETLANDS WITHIN CONSTRUCTION CORRIDOR 1,633 SF
WETLANDS WITHIN MAINTENANCE CORRIDOR 264 SF
STREAM CROSSINGS WITHIN CONSTRUCTION CORRIDOR
LOCATION NORTHING EASDNG LENGTH
738376.1991 1632545.3212
513 45 LF
736346.6265 1632514.9878
• IoiAL Ltrvcm ur SlNtarn uuisut wtllAnu = u tr
THIS CERTIFlES THAT THIS COPY OF THIS PLAT ACCURATELY DEPICTS
THE BOUNDARY OF JURISDICTION OF SECTION 404 OF THE CLEAN
WATER ACT AS DETERMINED BY THE UNDERSIGNED ON THIS DATE.
UNLESS THERE IS A CHANGE IN THE LAW OF OUR PUBLISHED
REGULATIONS THIS DETERMINATION OF SECTION 404 JURISDICTION MAY
BE RELlEO UPON FOR A PERIOD NOT TO E%CEED FNE (5) YEARS
FROM DATE. THIS DETERMINATION WAS MADE UTIU2ING THE 1987 CORPS
OF ENGINEERS WETLAND DEUNEAiION MANUAL.
TITLE:
DATE:
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an.c.mm.
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12/2006 FINAL DESIGN-NOT RELEASED FOR
DATE DESCRIPTION
PROJECT
SHULTZ, PE
SHULTZ, PE
BANGUS, EI
BILLER. PE
011465-32511-018
WETLAND WI
POINT NUMBER NORTHING FASTING DESCRIPTION
5524 738206.4762 1632663.8642 WI001
5523 738246.5655 1632616.4298 WI002
5499 738307.7377 1632609.1040 W1003
5500 738329.9822 1632586.3397 WI004
5501 738338.8052 1632540.6388 WI005
5502 738315.5165 1632495.8034 WI006
5503 738287.3004 1632456.1779 W1007
5504 738279.9360 1632436.2079 WI008
5505 738309.4315 1632445.1007 WI009
5506 738319.5877 1632480.9544 WI010
5507 738381.9945 1632542.7539 W1100
5495 738402.8455 1632509.9170 V11101
5496 738426.0836 1632556.4310 WI102
5497 738440.8384 1832600.2650 WI103
5498 738436.6543 1632644.8360 W1104
W. MAX BAADY, JR PLS N0. L-2578
SOUTH-CENTRAL
SEWER PROJECT
PHASE 1
CENTRAL DAVIDSON
MIDDLE AND HIGH SCHOOLS
DAVIDSON COUNTY NORTH CAROLINA
LEGEND
DELINEATED WENAND (HDR)
WERANDS WITHIN CONSTRUCTION CORRIDOR
WEfIANDS WITHIN MAINTENANCE CORRIDOR
~ STREAMS WITHIN CONSTRUCTION CORRIDOR
- -15E- - PERMANENT SANITARY SEWER EASEMENT
------- TEMPORARY CONSTRUCTION EASEMENT
~~ WASTEWATER GRAVITY LINE WRH MANHOLES
WASTEWATER FORCE MAIN
C1QIE
THE PERMANEM MAINTENANCE CORRIDOR WILL NOT EXCEED 10 FEET AT JURISDICTIONAL
CROSSINGS, AND WHERE FEASIBLE, IT 15 SHOWN ON THESE DRAWINGS. THE PERMANEM
MAINTENANCE CORRIDOR IS ttPICALLY CENTERED WTHIN THE SANITARY SEWER EASEMENT,
AND/OR EXTENDS 5' EACH SIDE OF THE PIPE CENTERLINE UNLESS NOTED OTHERWISE.
THIS PLAT WAS PREPARED FOR THE PURPOSE OF WETLAND DELINEATION AND
IS NOT INTENDED TO BE A BOUNDARY SURVEY OF THE PROPERtt SHOWN. THE
BACKGROUND DATA WAS TAKEN FROM PLANS FOR THE SOUTH CENTRAL SEWER
PROJECT PHASE II BY HDR ENGINEERING, INC. DATED DECEMBER, 2006.
THE WETLANDS SHOWN ARE BASED ON ACTUAL FIELD LOCATIONS BY HDR
ENGINEERING, INC. AND SURVEI'ED USING GPS BY BRADY SURVEYING, DURING
THE SUMMER OF 2006.
WETLAND DELINEATION MAP
DETAIL MAP 5
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SCALE t• = ao' C-05WM
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