20070744 Ver 1_401 Application_20070507

24070744
Soil & Environmental Consultants, PA
11010 Raven Ridge Road • Raleigh, North Carolina 27614 • Phone: [phone] • Fax: [phone]
w,ww.SodEC.com April 30, 2007
P t_v S&EC Project # 4605.W2
t.
To: US Army Corps of Engineers NC Division of Water Quality
Raleigh Regulatory Field Office 401 Oversight and Express Permits Unit
Attn: Jamie Shern Attn: Cyndi Karoly
6508 Falls of the Neuse Rd, Suite 120 2321 Crabtree Boulevard, Suite 250
Raleigh, N.C. 27615 Raleigh, NC 27604-2260]
From: Debbie Edwards
Soil & Environmental Consultants, P.A. MAY NO Y
11010 Raven Ridge Road
Raleigh, NC 27614 .WNR - VVpj4K QUAL1 rY
N ,TLAj4AV VOWWOATIR DRANCH
Re: Watson Tract
Knigtdale, Wake County, NC
On behalf of the owners, Carter Development (Attn: Mr. A. Trent Germano), please find attached
a complete application and supplemental information requesting written concurrence from the
U.S. Army Corps of Engineers (USACE) and the North Carolina Division of Water Quality
(NCDWQ) that the activities proposed below may precede utilizing Nationwide Permits 3, 12 &
39. In addition, written authorization from the NC-DWQ is requested for activities proposed to
impact Neuse River Buffers. Please contact me at [phone] if you have any questions or
require additional information.
PROJECT SUMMARY
Project Name Watson Tract
Project Type Commercial/Institutional Development
Owner / Applicant Carter Development
Count Wake
Nearest Town Kni htdale
Waterbod Name Milburnie Creek
Basin / Sub-basin 03-04-02
Index Number 27-31
Class C; NSW
JURISDICTIONAL IMPACT SUMMARY
Stream Impact (acres): Permanent-0.223
Temporary-0,01 5
Wetland Impact (acres): Permanent-0.228
Temporary-0.029
Open Water Impact (acres): Permanent-0.016
Total Impact to Waters of the U.S. (acres): Permanent-0.467
Temporary-0.044
Total Stream Impact (linear feet): Permanent-445
Temporary-20
Total Riparian Buffer Impacts (square feet): 91,376
Charlotte Office: Greensboro Office:
236 LePhillip Court, Suite C 3817-E Lawndale Drive
Concord, NC 28025 Greensboro, NC 27455
Phone: [phone] Phone: [phone]
Fax: [phone] Fax: [phone]
S&EC Project No. 4605.W2
Page 2 of 2
Cc:
Dale Suiter-US Fish & Wildlife Service-Raleigh Field Office, PO Box 33726, Raleigh, NC 27636
Attachments:
Pre-construction Notification (PCN) Application Form
Agent Authorization
USGS Vicinity Map
Wake County Soil Survey
DWQ Buffer Determination letter-NBRRO 06-027
DWQ Clarification of Neuse River Riparian Buffer Determination Letter (dated 02/13/06)
Notification of Jurisdictional Determination (Action ID# 200620349
EEP In-Lieu Fee Acceptance Letter (dated 04/25/07)
Priest, Craven & Associates, Inc. Justification Memorandum (dated 03/28/07)
US Fish and Wildlife Service letter (dated 11/27/06)
Impact Maps-sheets 1-12 (11x17)
Overall Wetland Impact Map-24x36 (DWQ only)
Schematic Land Use Plan-24x36 (DWQ only)
$475.00 Water Quality Certification Fee (DWQ only)
0G70 t 4
Office Use Only: Form Version March 05
USACE Action ID No. DWQ No.
(it any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
I.
II.
Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ® Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NWP 3, 12 & 39
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here:
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
Applicant Information
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1. Owner/Applicant Information
Name: CE
qk€Cy
a-I oko
Mailing Address: 171.17th Street, Suite 1200
Atlanta, GA 30363
Telephone Number: [phone] Fax Number: N/A
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: Debbie Edwards
Company Affiliation: Soil & Environmental Consultants PA
Mailing Address: 11010 Raven Ridge Road
Raleigh, NC 27614
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: dedwards(@sandec.com
Page 1 of 13
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Watson Tract
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): 1744-37-2735
4. Location
County: Wake Nearest Town: Knightdale
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers/names, landmarks, etc.): The site is located in
the northwest quadrant of the intersection of Interstate 540 and Highway 64
(business).
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): - .35.8061 °N 78.5178 °W
6. Property size (acres): ± 184 acres
7. Name of nearest receiving body of water: Milburnie Creek and UT to Milburnie Creek:
27-31: QNSW
8. River Basin: Neuse (03-04-02) HUC 03020201
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at htip://l12o.enr.state.nc.us/admin/mgp-/
.)
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 site is currently an agricultural farm with some area forested There is a single
family residence within the property boundaries. The general land use in the vicinity
is in the process of being highly developed with Interstate 540 just being completed
Page 2 of 13
on the eastern side of the property and several residential developments and
commercial developments being built up along Highway 64 business.
10. Describe the overall project in detail, including the type of equipment to be used:
The final product of this project is intended to be mixed use with some commercial
some institutional and some residential development. Impacts associated with this
development result from construction of an access road utilities and pond
maintenance. Heavy equipment typically used for grading and excavation will be
utilized for this project.
11. Explain the purpose of the proposed work:
The purpose of the proposed development is to construct a mixed use development
for the existing residential area and new residential for the developing area
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.
Spangler Environmental. Inc. conducted the detailed delineation Neuse River Basin
Buffer Determinations and USACE/NCDWQ field verifications A USACE jurisdictional
determination was issued for the property on June 22, 2006 (AID# 200620349) On
January 24, 2006, Mr. Eric Kulz of the NC-DWQ conducted a site visit to verify Neuse
River Buffers (NBRRO 06-027) and at a later date Mr. Kevin Martin of S&EC met with
Cyndi Karoly onsite to conduct an intermittent/perennial determination on feature W1
(Impact #1).
In addition. Environmental Services Incorporated identified a population of Michaux's
Sumac on the property. This population was confirmed by the U.S. Fish and Wildlife
Service on November 15. 2006. Since that time S&EC has again confirmed that
population onsite and has met with Dale Suiter with U.S. Fish and Wildlife Service
Additionally, the developer has consented to the U.S. Fish and Wildlife Service's
recommendations and has designed a development plan that will preserve and
minimize impacts to the population in the future As per the US Department of Interior
Fish and Wildlife Service letter dated November 27, 2006 outlines and as per a meeting
on April 12. 2007 with Dale Suiter, the developer has done the following:
1) Avoided the existing population: 2) Provided a 100' undisturbed buffer; 3) Provided
additional preservation in the adjacent area that has suitable habitat; 4) Will provide
fencing of area around existing population and buffer: 5) Will later provide "restrictive
covenants" document to Dale Suiter for review and schedule meeting with future
Page 3 of 13
Homeowners Association with Dale Suiter so he can discuss the future maintenance of
the area. Dale Suiter is content with the developer moving forward in the manner
outlined above and requested a copy of this application. Dale Suiter was sent a .PM
of this application.
A_meeting has been scheduled for May 21 2007 with Cyndi Karoly and Ian McMillan to
discuss final design and stormwater for this project.
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.
S&EC is not aware of any future permit requests anticipated for this project
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:
Proposed permanent impacts include 295 linear feet of important/perennial stream
channel for road crossings and dam repair, 150 linear feet of unimportant/intermittent
stream for a road crossing 0.228 acres of wetlands for a road crossing and dam repair
and 0.016 acres of open water for the extension of a pipe within the footprint of the pond
associated with dam repair. Proposed temporary impacts include 20 linear feet of
important/perennial stream for a sanitary sewer crossing and 0.029 acres of wetlands
associated with dam repair and stormwater bypasses (all fringe wetlands within
fluctuating pool levels).
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 Type of Wetland Located within Distance to
Nearest Area of Impact
Site Number Type of Impact (e.g., forested, marsh, 100-year Floodplain
Stream (acres)
(indicate on map) herbaceous, bog, etc.) (yes/no)
linear feet
Page 4 of 13
Impact #3 Temporary-Dam Riparian No 0 019*
0
(NWP 39) Repair .
Impact #5
(NWP 39) Permanent-Fill Riparian No -110' 0.134
Impact #6
(NWP 3) Permanent-Dam
Repair Riparian No -25 0.094
Impact #9 Temporary-
(NWP 39) Stormwater Riparian No 0 0.002*
Bypass
Impact #13 Temporary-
(NWP 39) Stormwater Riparian No 0 0.008*
Bypass
Total Wetland Impact (acres) Permanent-0.228
Temporary-0.029*
*TEMPORARY IMPACTS-FRINGE WETLANDS AT FLUCTUATING POOL LEVEL
3. List the total acreage (estimated) of all existing wetlands on the property: 13.89 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.
Stream Impact Average Impact
Number Stream Name Type of Impact Perennial or Stream Width Length Area of Impact
(indicate on map) Intermittent? Before (linear feet) (acres)
Impact
Impact #1 UT to Milburnie Permanent-
(NWP 39) Creek culvert & Intermittent --13 150 0.045
dissipater
Impact #2 UT to Milburnie Permanent-
(NWP 39) Creek culvert & Perennial -26' 120 0.087
dissipater
Impact #4 Permanent-
(NWP 39) Milburnie Creek culvert & Perennial --21 150 0.085
dissipater
Impact #7 UT to Milburnie Temporary- *

(NWP 12)
Creek
Excavation Perennial --15 20* 0.015**
Impact #14 Permanent-Dam
(NWP 39) Milburnie Creek Repair & Pipe Perennial -5 25 0.006
extention
Total Stream Impact (by length and acreage) Perm-445
** Perm-0.223
Temp-20 Temp-0.015**
**TEMPORARY IMPACTS-NOT INCLUDED AS PERMANENT, EXCAVATION OF CHANNEL
AND THEN CHANNEL RESTORED
Page 5 of 13
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 Name of Waterbody Type of Waterbody Area of
Site Number (if applicable) Type of Impact (lake, pond, estuary, sound, bay, Impact
indicate on ma ocean, etc. acres
Dam Repair-
Impact #3
(NWP 3) UT to Milburnie Creek Replacement and
Extension of Pond 0.008
Existing Pipe
Dam Repair-
Impact #6
(NWP 3) Milburnie Creek Replacement and
Extension of Pond 0.008
Existing Pipe
Total Open Water Impact (acres) 0.016
6. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Impact (acres): Permanent-0.223
Temporary-0.01 5**
Wetland Impact (acres): Permanent-0.228
Temporary-0.029*
Open Water Impact (acres): 0.016
Total Impact to Waters of the U.S. (acres) Permanent-0.467
Temporary-0.044
Total Stream Impact (linear feet): 465**
*TEMPORARY IMPACTS-FRINGE WETLANDS AT FLUCTUATING POOL LEVEL
**TEMPORARY IMPACTS-NOT INCLUDED AS PERMANENT, EXCAVATION OF
CHANNEL AND THEN CHANNEL RESTORED
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.
There are no isolated wetland onsite.
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
Page 6 of 13
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 developer has worked diligently on designing a plan to avoid and minimize impacts to
the maximum extent praticable. As outlined in the Priest Craven & Associates Inc letter
dated March 28, 2007, Impact #1 is necessary as access to US 64 in the area of the
interchange of US 64 and 1-540 is very tightly regulated by the NC Department of
Transportation. NCDOT will not allow a driveway access closer to the interchange than the
Hodge Road intersection where we currently derive access The eastern property line of the
tract abuts the off ramp from 1-540 and can not be accessed by the proposed development
with either a public street or a private drive. The intensity of the proposed land uses on the
property located to the east of the drainage feature warrant two points of access for
emergency service vehicles and adequate traffic circulation Given the control of access on
the south and east, the only way to provide this access is with a loop road that inevitably must
cross the stream buffer and wetlands as illustrated in Impact 1 Impact #2 was selected in
order to minimize the impact to the wetland channel located downstream of the dam by placing
the proposed roadway along the existing dam to the greatest extent possible We are further
constrained in this location in order to keep all the construction physically on this property. It
should also be remembered that if the road were located outside of the buffer around the
.existing pond, the buffer around the pond would still have to be disturbed in order to make the
necessary renovations and repairs to the dam. A four foot wide median is shown at this
location in order to continue the lane separation that is in place on both sides of the crossing to
the intersection located to the north of the crossing The median is a significant safety feature
given the narrowing of the road width. The Town of Knightdale street plan calls for a street
designation of a boulevard, two 27.5 foot road sections with a 16 foot wide median on a 100
foot wide right of way. They have agreed to allow us to reduce the street section through the
crossing to a 47 foot road section on a 74 foot right of way. Impact #3 and #6 are necessary
dam repair impacts because of development below the structure Impact #4 is necessary to
access the northern portion of the property; it has also been aligned in a way to cross at the
Impact #5 location where an old farm road culvert crossing existed Impact #7 is a sanitary
sewer crossing that has been designed at a perpendicular angle Impact #'s 8 9 10, 11, 12
and 13 are all proposed stormwater bypass outlets for future designed BMP's Impact #14 is
some additional stream impact necessary for the maintenance of the dam and extension of the
pipe.
Page 7 of 13
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/stnnp,ide.htrnl.
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.
Because permanent impacts to perennial important streams exceed 150 linear feet
we are proposing stream mitigation for 295 linear feet of steam In addition
because permanent impacts to wetlands and waters exceed 0.10 acres we are
proposing 0.23 acres of riparian wetland mitigation. The Ecosystem Enhancement
letter accepting our proposed mitigation is attached.
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
Page 8 of 13
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): 295
Amount of buffer mitigation requested (square feet): 0
Amount of Riparian wetland mitigation requested (acres): 0.23
Amount of Non-riparian wetland mitigation requested (acres): 0
Amount of Coastal wetland mitigation requested (acres): 0
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 ?
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.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 213 .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 #1-ROAD CROSSING
Zone* Impact
(square feet Multiplier Required
Mitigation
1 9750 3 n/a
2 4746 1.5 n/a
Total 14496 n/a
Page 9 of 13
IMPACT #2-ROAD CROSSING
Zone* Impact
(square feet Multiplier Required
Mitigation
1 7838 3 n/a
2 4394 1.5 n/a
Total 12232 n/a
IMPACT #3-DAM REPAIR-"EXEMPT'
Zone* Impact
(square feet Multiplier Required
Mitigation
1 7250 3 n/a
2 4364 1.5 n/a
Total 11614 n/a
IMPACT #4-ROAD CROSSING
Zone* Impact
(square feet Multiplier Required
Mitigation
1 9354 3 n/a
2 4516 1.5 n/a
Total 13870 n/a
IMPACT #6-DAM REPAIR-"EXEMPT'
Zone* Impact
(square feet Multiplier Required
Mitigation
1 17037 3 n/a
2 10823 1.5 n/a
Total 27860 n/a
IMPACT #7-SANITARY SEWER CROSSING
Zone* Impact
(square feet Multiplier Required
Mitigation
1 1678 3 n/a
2 1587 1.5 n/a
Total 3265 n/a
IMPACT #8- STORMWATER BYPASS
Zone* Impact
(square feet Multiplier Required
Mitigation
1 606 3 n/a
2 401 1.5 n/a
Total 1007 n/a
IMPACT 49- STORMWATER BYPASS
Zone* Impact Multiplier Required
(square feet) Mitigation
Page 10 of 13
1 1006 3 n/a
2 404 1.5 n/a
Total 1410 n/a
IMPACT #10-STORMWATER BYPASS
Zone* Impact
(square feet Multiplier Required
Mitigation
1 739 3 n/a
2 407 1.5 n/a
Total 1146 n/a
IMPACT #11-STORMWATER BYPASS
Zone* Impact
(square feet Multiplier Required
Mitigation
1 631 3 n/a
2 401 1.5 n/a
Total 1032 n/a
IMPACT #12-STORMWATER BYPASS
Zone* Impact
(square feet Multiplier Required
Mitigation
1 643 3 n/a
2 451 1.5 n/a
Total 1094 n/a
IMPACT #13-STORMWATER BYPASS
Zone* Impact
(square feet Multiplier Required
Mitigation
1 754 3 n/a
2 502 1.5 n/a
Total 1256 n/a
IMPACT #14-STORMWATER BYPASS
Zone* Impact Multiplier Required
(square feet Mitigation
1 643 3 n/a
2 451 1.5 n/a
Total 1094 n/a
* 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 213.0242 or.0244, or.0260.
All activities proposed do not require riparian buffer mitigation.
Page 11 of 13
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.
The percent impervious for the site is expected to be greater than 30% therefore a
stormwater management designed to meet the NCDWQ General Certification 3161 and
diffuse flow is planned. However, at this time the specific use and layouts for each tract
that is being created is unknown. Please see Sheet 1 of 12-Schematic Land Use Plan
and the General Statement written on Priest Craven & Associates Inc letterhead dated
March 28. 2007. We also have a meeting planned with Cyndi Karoly and Ian McMillan
to discuss this in further detail.
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.
The development will connect to an existing sanitary sewer system. The Town of
Knightdale will ensure that this development does not exceed the available capacity of
the facility.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (I 5A 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:
We have reviewed the "DRAFT Internal Policy Cumulative impacts and the 401
Water Quality Certification and Isolated Wetland Programs" document prepared by the
NC Division of Water Quality on October 3. 2002, version 1.6. The draft states that
most small commercial developments are unlikely to cause cumulative impacts The
Watson Tract does not meet any of the three criteria of private projects that can cleariy_
result in cumulative impacts. We anticipate that you will advise us if a qualitative or
quantitative impact analysis is required.
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
Page 12 of 13
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

Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 13 of 13
05/15/2008 13:14 FAX [phone] CARTER 0 002/003
IPM91 Soil & Environmental Consultants, PA
11010 Raven Ridge Road • Ralaigh, North Carolina - Phony [phone] • Fax= [phone]
www.SandEC.com
AGENT AUTHORIZATION FORM
Name:
Addres
Phone: (kfo 4 ) 8se, - 31sS,
Project Name/Description: f Rote-f4!!1
Date: let r v ?+
The Department of the Army
U.S. Army Corps of Engineers, Wilmington District
P.Q. Box 1$90
Wilmington, NC 28402
Attn: - --Z'i=Lvh. e -5 ?
Field Office: Raleigh _ _ _ _. - _ _ _
Re: Wetlands Related Consulting and Permitting
To Whom It May Concern:
I, the current contract Rurchaser, hereby designate and authorize Soil & Environmental Consultants, PA to act in
my behalf as my agent in the processing of permit applications, to furnish upon request supplemental information
in support of applications, etc. from this day forward. The 19 "0 day of nn AJ . Z°° L.
This notification supersedes any previous correspondence concerning the agent for this project.
NOTICE: This authorization, for liability and professional courtesy reasons, is valid only for government
officials to enter the property when accompanied by S&EC staff. You should call S&EC to arrange a site
meeting prior to visiting the site. _ .
A. irfwr GE,em fn?o - EVP -he a,,ftnL jT
Print Contract Purchaser's Name Contract Purchaser's ignature
cc: Ms. Cyndi Karoly
NCDENR - DWQ
2321 Crabtree Boulevard
Raleigh, NC 27604
236 LePhillip Ct. Suite C
Concord, NC 28025
Phone: [phone]
Fax: [phone]
cc: Mr. Kevin Martin
Soil & Environmental Consultants, PA
Greensboro Office
3817-E Lawndale Drive
Greensboro, NC 27455
Phone: [phone]
Fax: (336) 540,-8235
All Blanks To Be Filled In By The Contract Purchaser
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Project Mgr. Drawn By: WATSON TRAC
DE MM KNIGHTDALE/RALEIGH E.

YSGS QUADRANGLES 11010 Raven Ridge Rd.

Raleigh, NC 27614
WAKE COUNT Y, NC DATED:1999 919.84&5900
Date: 04/23/07
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William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
January 26, 2006
Steve Colbert. Ph.D.
Spangler Environmental, Inc.
224 Fayetteville Sheet Mall, Suite 400
Raleigh, NC 27602
BASIN:
Neuse x
05A NCAC 2B .0233)
Tar-Pamlico
(15A NCAC 2B.0259)
0 7 • 0 7 4 4
NBRRO 06-027
County: Wake
Complaint NOV Buffer Determination X
Incident # Appeal Call
Project Name: Watson Tract West - Knightdale
Location/Directions: Site is located at the northwest corner of the intersection of U.S. Highwav 64 Business and the
1-540 right-of-way in Knightdale.
Subject Stream: UTs to Milburnie Lake. Beaverdam Lake and Neusoco Lake
Date of Determination: 1/24/06
Feature Start Buffer End Buffer Stream Appeal Located Located on
GPS Points (if provided) Form Call on Soil USGS
Survey Topographic
W1 Subject Throughout (Incl. X X
Pond
W2 Subject Throughout (Incl. X I
Pond
W3 Not Subject x
W4 Subject (Incl. Pond) \ x
W5 Subject at Flag "Start 11W5" 19 X
W6 Not Subject X
W7 Not Subject x
W3 Subject (Neusoco X
Lake/Beaverdam Creek _....._.._._._._:
This ott-site determination shall expire five (5) years from the date of this letter. -Landowners or• aJf"ccted parties
rhat dispute a determination made by the DWQ or Delegated Local Authority that a surface water exists and that
if is subject to the buffer rile ma}' request a determination by the Director A request for a determination h'I- the
i=rl?? '•,,
Director shall he referrer! to the Director in ?vritigy c% Cyrrdi Karolp, D iVO Wetlands7401 Unit, 2321 t •robn-e(1
Blvd., Raleigh, NC 27604-2260. Individuals that dispute a determination by the DWQ or Delegated Local Z utnlrrrrlJ
North Carolina Division of Water Quality Raleigh Regional 0111ce Surface Water Protection Phone (')19)'11')1-42W ( wlumer serri'e
1rJernet h2o.encstate.ne.us 1628 Mail Service Center Raleigh, NC 27699-1629 FA\ (91c))571-1111, An Equal Opportunity/Affirmative Action Employer-50% Recycled/10% Post Consumer Paper
I /Zb/'LUUb
Page 2 of 2
Authority that , xeutpts" a supface waterfront the buff r rule tuay ask for an ad judicatory hearink. You ntust
act within 60 days of the date that you receive this letter. Applicants are hereby notijied that the 60-dap statutory,
appeal tittle does not start until the affected party (including downstream and adjacent landowners) is notified o/'
this decision. DWQ recommends that the applicant conduct this notification in order to be certaitr that third
party appeals are made in a timely manner. To ask for a hearing, send a written petition, which confctrius to
Chapter 150B of the North Carolina General Statutes to fire Office ofAdministrative Hearings, 6714 Mail
Service Center, Raleigli, N.C. 27699-6714. This determination is final and binding unless you ask./'or a hearin
within 60 days.
The (owner- future owners) should notify the Division of Water Quality (including any other Local, State, and
Federal Agencies) oj'this decision concerning any future correspondences regarding the subject property (stated
ahove). This project may require it Section 4041401 Permit for the proposed activity. Iii inquirie.% should hr
directed to the Division of Water Quality (Central Office) at (919)-733-1786, and the Corp of l:'n,; inrc n
(Raleigh Regulator}' Field Office) at (919)-876-8441.
CC: File Copy
Central Files
DWQ Wetlands and stonnwater Branch
DWQ NPS Compliance and Assistance Branch
Keith Gifford - Town of Knightdale
thx
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Mr. Steve Colbert, Ph.D.
Spangler Environmental, Inc.
224 Fayetteville Street Mall, Suite 400
Raleigh, NC 27602
MAiR 0 3 2005
Re: Clarification of Neuse River Riparian Buffer Determination Letter
NBRRO #06-027
Wake County
Dear Mr. Colbert:
As per your request, this letter provides clarification of the stream determination made on
January 24, 2006 at the Watson Tract West in Knightdale, NC. Specifically:
W4 - feature is subject at head of pond (pond and stream feature downstream are subject to the
Neuse River Riparian Buffer Rule). The feature above the pond is not subject.
Please let me know if I can be of additional assistance in this matter.
CC: File Copy
Central Files
DWQ Wetlands and Stormwater Branch
DWQ NPS Compliance and Assistance Branch
Keith Gifford - Town of Knightdale
Na- Caro ma
,1VIi&ral!y
North Carolina Division of Water Quality Raleigh Regional Office Surface Water Protection Phone [phone] Customer Service
Internet.' h2o.enr.state.ttc.us 1628 Mail Service Center Raleigh, NC 27699-1628 FAX [phone]
An Equal opportunity/Affirmative Action Employer- 50% Recycled110°6 Post Consumer Paper
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
1 Alan W. Klimek, P.E., Director
Division of Water Quality
0 7 • 0 74
February 13, 2006
??a
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U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. 200620349 County: Wake U.S.G.S. Quad: Raleigh East
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property Owner/Agent: Carter Development
Attn: Jack Rhodes 0 7 0 7 4 4
Address: 17117th Street. Suite 1200
Atlanta. GA 30363
Telephone No.: 404-888-3056
Size and location of property (waterbody, road name/number, town, etc.) The property is located on the west side
of I-540 under construction and H 64 near Kni htdale in Wake County NC. This site is identified as the
Watson West Tract.
Indicate Which of the Following Apply:
_ Based on preliminary information, there may be Wetlands and Streams on the above described property. We
strongly suggest you have this property inspected to determine the extent of Department of the Army (DA)
jurisdiction. To be considered final, a jurisdictional determination must be verified by the Corps.
X There are Wetlands and Streams on the above described property subject to the permit requirements of Section
404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the law or our published
regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
_ We strongly suggest you have the Wetlands and Streams on your property delineated. Due to the size of
your property and/or our present workload, the Corps may not be able to accomplish this wetland
delineation in a timely manner. For a more timely delineation, you may wish to obtain a consultant. To be
considered final, any delineation must be verified by the Corps.
_ The Wetlands and Streams on your property have been delineated and the delineation has been verified by
the Corps. We strongly suggest you have this delineation surveyed. Upon completion, this survey should
be reviewed and verified by the Corps. Once verified, this survey will provide an accurate depiction of all
areas subject to CWA jurisdiction on your property which, provided there is no change in the law or our
published regulations, may be relied upon for a period not to exceed five years.
X The Wetlands and Streams have been delineated and surveyed and are accurately depicted on the plat
signed by the Corps Regulatory Official identified below on June 22, 2006. Unless there is a change in the
law or our published regulations, this determination may be relied upon for a period not to exceed five
years from the date of this notification.
_ There are no waters of the U.S., to include wetlands, present on the above described property which are subject
to the permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in
the law or our published regulations, this determination may be relied upon for a period not to exceed five years
from the date of this notification.
The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area
Management Act (CAMA). You should contact the Division of Coastal Management in
Washington, NC, at [phone] to determine their requirements.
Remarks:
Corps Regulatory Official:
Date June 22, 2006

Expiration Date June 22, 2011
Page 1 of 2
Action Id. 200620349
Placement of dredged or fill material within waters of the US and/or wetlands without a Department of the Army
permit may constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). If you have any
questions regarding this determination and/or the Corps regulatory program, please contact Monte Matthews at
919-876-8441 x30.
Basis For Determination: Areas on this site exhibit wetland criteria as described in the 1987 Corps Wetland
Delineation Manual and are adiacent to UT of Marks Creek. The property also contains stream channels
that exhibit an Ordinary High Water Mark as indicated by changes in soil character and absence or
terrestrial vegetation and are hydrologically connected to Marks Creek in the Neuse River Basin.
Appeals Information: (This information applies only to approved jurisdictional determinations as indicated
above)
This correspondence constitutes an approved jurisdictional determination for the above described site. If you object
to this determination, you may request an administrative appeal under Corps regulations at 33 CFR part 331.
Enclosed you will find a Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you
request to appeal this determination you must submit a completed RFA form to the South Atlantic Division,
Division Office at the Following address:
Mr. Michael F. Bell, Administrative Appeal Review Officer
CESAD-ET-CO-R
U.S. Army Corps of Engineers, South Atlantic Division
60 Forsyth Street, Room 9M15
Atlanta, Georgia 30303-8801
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the
criteria for appeal under 33 CFR part 331.5, and that it has been received by the Division Office within 60 days of
the date of the NAP. Should you decide to submit an RFA form, it must be received at the above address by August
22, 2006.
**It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this
correspondence.**
Corps Regulatory Official (Initial):i"
FOR OFFICE USE ONLY:
• A plat or sketch of the property and the wetland data form must be attached-to the file copy of this form.
• A copy of the "Notification Of Administrative Appeal Options And Process And Request For Appeal"
form must be transmitted with the property owner/agent copy of this form.
• If the property contains isolated wetlands/waters, please indicate in "Remarks" section and attach the
"Isolated Determination Information Sheet" to the file copy of this form.
CF: Spangler Environmental, Inc.
Attn: Steve Colbert
224 Fayetteville St. Mall, Suite 400, Raleigh, NC 27601
stem
i111Gl 'emem
PROGRAM
April 25, 2007
Jack Rhodes
Carter Development
171 17" St. Suite 1200
Atlanta, GA 30363
Project: Watson Property County: Wake
The purpose of this letter is to notify you that the North Carolina Ecosystem Enhancement Program (NCEEP) is willing to
accept payment for impacts associated with the above referenced project. Please note that this decision does not assure that
the payment will be approved by the permit issuing agencies as mitigation for project impacts. It is the responsibility of the
applicant to contact these agencies to determine if payment to the NCEEP will be approved.
This acceptance is valid for six months from the date of this letter and is not transferable. If we have not received a copy of
the issued 404 Permit/401 Certification/CAMA permit within this time frame, this acceptance will expire. It is the
applicant's responsibility to send copies of the permits to NCEEP. Once NCEEP receives a copy of the permit(s) an invoice
will be issued based on the required mitigation in that permit and payment must be made prior to conducting the authorized
work. The amount of the In Lieu Fee to be paid to NCEEP by an applicant is calculated based upon the Fee Schedule and
policies listed at www.nceep.net.
Based on the information supplied by you the impacts that may require compensatory mitigation are summarized in the
following table.
Neuse
03020201 Stream (feet) Wetlands (acres) Buffer I
(Sq. Ft.) Buffer II
(Sq. Ft.)
Cold Cool Warm Riparian Non-Riparian Coastal Marsh
Impacts 0 0 295 0.26 0.26 0 0 0
Credits 0 0 590 0.52 0.52 0 0 0
Upon receipt of payment, EEP will take responsibility for providing the compensatory mitigation. If the regulatory agencies
require mitigation credits greater than indicated above, and the applicant wants NCEEP to be responsible for the additional
mitigation, the applicant will need to submit a mitigation request to NCEEP for approval prior to permit issuance. The
mitigation will be performed in accordance with the Memorandum of Understanding between the N. C. Department of
Environment and Natural Resources and the U. S. Army Corps of Engineers dated November 4, 1998.
If you have any questions or need additional information, please contact Kelly Williams at [phone].
ncerely,
William . Gilmore, P
Director
cc: Cyndi Karoly, Wetlands/401 Unit
Monte Matthews, USACE-Raleigh
Eric Kulz, DWQ-Raleigh
Debbie Edwards, agent
File
RL'StOYGl29... ... PYDtf;? our State
A L-J
RM- RNorth Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-1652 / 919-715-0476 / www.noeop.net

0 71 . v r 4
PRIEST, CRAVEN & ASSOCIATES, INC.
LAND USE CONSULTANTS
WATSON TRACT - MARCH 28, 2007
GENERAL STATEMENT
The Watson Tract is a 184 acre tract at the intersection of US 64 and 1540 in Knightdale.
The property is flexibly zoned for a variety of uses, allowing commercial, office and institutional, high density residential, medium
density residential and low density residential. The Carter Company is proposing to construct the major public streets through the
tract, creating parcels of 2 to 70 acres that will be sold to separate users. Each individual purchaser will then prepare site plans for
their intended use, and submit those plans to the Town of Knightdale for permitting under the Town's Unified Development
Ordinance.
The construction of the streets and infrastructure to serve the proposed tracts necessitate the permitting of the wetland and buffer
impacts. Without the construction of these streets and infrastructure, it is impossible to market the property.
At this time the specific use and layout for each of the tracts that are being created is unknown. Based on the zoning and our
understanding of the market conditions, we can estimate maximum impervious surfaces, but are unable to accurately or reliably
differentiate between buildings, parking areas and roadways, or illustrate the site plan or the drainage system. Based on the
topography, we are able to indicate the likely locations for BMP's and their general size and shape, but are unable to realistically
design the devices.
For those reasons, we are asking to illustrate the general nature of the stormwater management plan, and ask that as a condition of the
permit individual devices be designed, reviewed and permitted at a later date, when there is certainty regarding the nature of the
proposed development. Each site plan will comply with both the town and state mandated stormwater requirements, including
detention for both quantity and quality, diffuse flow measures, and Operation and Maintenance Manuals.
STATEMENT OF JUSTIFICATION FOR IMPACT NO. 1
Access to US 64 in the area of the interchange of US 64 and I-540 is very tightly regulated by the NC Department of Transportation.
NCDOT will not allow a driveway access closer to the interchange than the Hodge Road intersection where we currently derive
access. The eastern property line of the tract abuts the off ramp from I-540 and can not be accessed by the proposed development with
either a public street or a private drive. The intensity of the proposed land uses on the property located to the east of the drainage
feature warrant two points of access for emergency service vehicles and adequate traffic circulation. Given the control of access on
the south and east, the only way to provide this access is with a loop road, that inevitably must cross the stream buffer and wetlands as
illustrated in Impact 1.
STATEMENT OF JUSTIFICATION FOR IMPACT NO.2
The location of the proposed road at Impact 2 was selected in order to minimize the impact to the wetland channel located downstream
of the dam by placing the proposed roadway along the existing dam to the greatest extent possible. We are further constrained in this
location in order to keep all the construction physically on this property. It should also be remembered that if the road were located
outside of the buffer around the existing pond, the buffer around the pond would still have to be disturbed in order to make the
necessary renovations and repairs to the dam. A four foot wide median is shown at this location in order to continue the lane
separation that is in place on both sides of the crossing to the intersection located to the north of the crossing. The median is a
significant safety feature given the narrowing of the road width. The Town of Knightdale street plan calls for a street designation of a
boulevard, two 27.5 foot road sections with a 16 foot wide median on a 100 foot wide right of way. They have agreed to allow us to
reduce the street section through the crossing to a 47 foot road section on a 74 foot right of way.
PLANNERS /LANDSCAPE DESIGNERS / ENGINEERS / SURVEYORS
3803-B Computer Drive, Suite 104, Raleigh NC 27609. Phone [phone]. Fax [phone]
11/28/06 TUB 15:05 FAX [phone] _ (, 9FWS-RA121GH, NC
United States Department of the Interior
07.0744
FISH AND WILDLIFE SERVICE
Raleigh Field Office
Pose Office Sox 33725
Raleigh, North Carolina 27636-3726
November 27, 2006
Jeff Harbour
524 South New Hope Road
Raleigh, North Carolina 27610
Dear Mr. Harbour
Population
Thank you for informing the. U.S. Fish and Wdfe Service
Carina. We aapps+e?a the
M,i of
ahaux's sumac (Khus michauxtz) in Wake County, King, Duke Realty) at our ofi'ice on
opportunity to meet with the prospective developer (Brian
November 13, 2006 and the opportuznitY to visit the site 011 November 1S, 2006. The subject
Population is located in the vicinity of the intersection of US 64 East and I-540 in Knightdale.
NN ichmx's S== is federally listed as endangered and is thereby protected under provisions
of the Endangered Shies Act, as amended (16 U,S.C.1531 et seq.) (Act). project related
conversations that we had at our office and in the field, the Service offers some pro The intent
recommendations that we believe, if embraced, will minimize impacts to the species.
of these recommendations is to give the developer a clearer idea of the type of conservation
?
measures the Service might support either in a biological assessment or the formal Section 7
consultation process (if the developer w= to apply for a Clean Water Act permit through the
i U.S. Army Corps of Engineers), while this letter does not offer any assurances that these
measures would fully satisfy Section 7 consultation, the Service may be able to concur with a not
likely to adversely affect determination if the general intent of these recommendations is met.
Ideally, we recommend protecting a minimum of five acres including the rare plant habitat to
?
ensure maximum protection and optimize management opportunities of the rare plant species.
We recognize, however, that this conservation goal may not always be feasible. Short of
permanently protecting at least five acres of habitat, we provide recommendations in two main
categories: 1) avoidance and protective buffers, and 2) long-term conservation.
116 001
Avoidance and Protective Buffers
. Avoid the existing Population OfMichaux's sumac;
. Provide an undisturbed buffer (minimum of 50 feet) on the south and east sides of the
outer limits of the existing area that contains Michaux's sumac;
Maintain existing topography and hydrology within 100 feet of the existing Michaux's
sumac population (i.e., road construction is alloyed as long as the area immediately
outside of the 50 foot buffer is not graded to elevo ware Mhawc ls=a than 78 current grade; storn?twater runoff should be direct y fix= population or its 50 foot buffer);
• Assuming that the Marred tributary and its buffers will be crossed near its headwaters,
avoid additional impacts to the area protected by the Neuse River Buffer Rules that occur
immediately west of the existing area that contains 1 lichaux's sumac;
i1/28/06 TUB 15:06 FAX [phone] USM-RALEIGB,NC:
Provide additional buffers to the remaining forested area that occurs west of the existing
Michaux's sumac plants with a buffer that is widest near the Michaux's sumac plants and
tapers into the forested area near the point where the forested area meets the property
boundary on north end of the site; and,
Consider fencing the protected area with decorative fencing (chain link fencing could
actually make the site more difficult to manage) and landscape the we. edge of the
proposed road with native species.
Lang-Term Conservation
« The area containing existing Michaux's sumac plants and the surrounding bugs as
described above should be placed under a protective conservation easement with an
appropriate conservation related government agency (e. g., North Carolina Plant
Conservation Program) or organization (e.g., 'triangle Land Conservancy), or some other
service.-approved caretaker. Please note that this entity would likely request that the
company donating the eaament also provide an endowment to fund the long-term
Management of the site. For additional information about donating an easement to the
N.C. Plant Conservation Program, your should contact Rob Evans at 919-733-3610
extension 249. For more information about donating an easement to the Triangle Land
Conservancy, please contact Jeff Maston at 919-833-3662, extension 103. Further, the
Triangle Land Conservancy web page (httpJtwww.tlc-
ne.orgllandownerloptions/table.shtml) has additional information about Conservation
Basements and other ways to protect areas with special natural features. Either
organization may be able to provide additional information about talc benefits associated
with the donation of a conservation easement.
in shy, if the protective measures listed above. (including sufficient buffer conservation) are
incorporated into the project design such that the project does not distu6 the existing Michaux's
sumac population and provides conditions that should support a viable population of the species
to remain on site in perpetuity, the Service may be able to concur with a determinatiot the
project is not likely to adversely affect Michaux s sumac. As noted above, these project grecommendations are provided as guidance to avoid and minimize impacts to M chaua's sumac
and, if adopted by the developer, they may facilitate the Section 7 process, if applicable.
We appreciate the opportunity to provide advice on how your client maybe able to protect this
population of Nt chaux's sumac. We look forward to working with you and the developer if they
decide to proceed with their proposed plans. If you have any questions or comments, please
contact Mr. Dale W. Suiter of this office at [phone], extension 18, or
[e-mail].
Q(102
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roject
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Michaux's Sumac
Population*
Proposed Preservation
*
Area
(+l- 1.0 ac)
"Location and extent is approximate.,
0 100 200 l ?? w xa::.
y

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Feet
1 inch equals 200 feet.
Source: Wake County 2005 Black and White
orthophotos; Project boundary, provided by w? ?
Advanced Civil Design.
DiscUrner. The inforation depicted on INs Agure is for
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Informatlonal purposes only and was not prepared for, ate, -
b not suitable for legal or engineering purposes. This
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information presented is not for regulatory review and Is+
intended for use only by a Professional Land surveyor..,....
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pdor to regulatory review. °
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ENVIRONMENTAL
SERVICES, INC. G Sumac Population
QMichaux's 524 S. Nev Hope Road ?Boulevard Site Project: ER06165.01
Date: Nov 2006
Raleigh' Nodh Csrollna 27610
.r _ ,.. .. Drwn/Chkd: AJS/JN
(91:) 212-1700
North Carolina
Wake County
(9,)2,2-, 707 FAX ; Knightdale
,
.
vmvi. errvrronmeMelservixsirrc. corn '] I -1 , 1
Wry-.-ti ry 111 Figure: 1

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P:iGeoGrelProjects12o061166101\DO_sumac.dwg, llr2orA 61:27:24 PM ?ni !1 O 7 e U 7 4
7
=100'
k
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a

PROJEGTED LAND U5E 5TAT15TIG5
LOT PROPOSED USE AREA FLOOR SQUARE DEN5ITY NUMBER IMPERVIOUS
AREA FOOTAGE OF HOMES COVER
RATIO
ACRES SF/5F 5F HOME5/AC %
I VILLAGE COMMERCIAL 4.1 0.10 20000 WA WA CIO
2 VILLAGE COMMERCIAL 3 0.19 25000 WA WA 90
3 INSTITUTIONAL / MEDICAL 13 035 200000 WA WA 85
4 VILLAGE COMMERCIAL Ilb 0.19 95000 WA WA 90
5 INSTITUTIONAL / MEDICAL 1.9 0.12 10000 WA WA 85
8 RESIDENTIAL - TOY4NHOME5 11.5 WA WA 5.1 100 15
1 RESIDENTIAL - MULTIFAMILY 212 WA WA 11.0 300 85
8 RESIDENTIAL - TONMHOME5 153 WA WA 52 80 15
9 RE-51DENTIAL - TOWNHOME5 11.1 WA WA 5.1 60 15
10 RESIDENTIAL - 51NGLE FAMILY 66.5 WA WA 2.6 Il5 35
11 STREET RIGHT OF WAY 11.1 WA WA WA WA
TOTAL 184.1 350000 115
NOTE : THESE LAND USE STATISTICS ARE CONCEPTUAL I N NATURE AND INTENDED TO ILLUSTRATE THE TYPE AND INTENSITY
OF THE CURRENTLY PROPOSED USE. THESE USES AND INTENSITIES ARE 5U5.EGT TO GHAN6E. ALLOWABLE USES, DENSITY
AND INTEN511 Y WILL BE AS ALLOWED BY THE UDO. INDIVIDUAL DETAILED PRELIMINARY PLANS WILL BE 50MITTED FOR
EACH LOT IN THE. FUTURE.
SCALE: I' - SW Ir<VISIM #I 0@88X5
W IL
VISION 12 `Q'fl118 "RI` It P
C ?
WATSON TRACT
l SGHEMAT I G LAND U
E RIEST
RAVEN & ASSOCIATES INC
DATE MCE4MR 27, 206 S
PLAN .
> > OF
CARTER ATL LAND USE CONSULTANTS PLANNERS/LANDSCAPE DESIGNERS
SURVEYORS IENGINEERS

F. uxu ?mmna MTA, GA
s?asa:.an cem -was mnosuanxo irorc:sa4m sernxa rsom.vs. .. ,,.. ,,. ? .,W ...,... ,...... pwjr=CT.. 2006-011.001 2
3so
Compute Drip, Suim 104 Raleigh, N.C.27609. Phwc 919! 181-0300. Fu 91917821288. Email PrimtCmvm(a}oca.rom 12
NOTE :
WTLAND INPORMATI ON 5H 4N CN THESE MAPS WAS
TAKE! FROM A WETLAND DELINEATION IMP PREPARED
BY JOHN FL PHELPS JR, PROFESSIONAL SURVEYOR
AND DATED 3/26/200b.
nm in:ruRr n?:-ar rrmu rue iun::ui,ut
07.0744
WATSON TRACT
WETLAND, CHANNEL AND NEUSE BUFFER IMPACT TABLE
PERMANENT WETLAND, CHANNEL AND NEUSE BUFFER IMPACT TABLE TEMPORARY ETLAND, CHANNEL AND NEUSE BUFFER IMPACT TABLE
&I I,
UNIMPORTANT / INTERMITTENT STREAMS
IMPACT SHEET PURPOSE WEN 4ATER WETLANDS T11ANNB NEUSE B IMPACT SHEET PURPOSE OEN WATER WETLANDS CHANNEL N55JSE B
NO. ZONE I ZONE 2 TOTAL
NO. ZONE I ZONE 2 TOT
SO. FT S0. Fr. 51 Fr. LINEAR Fr. sR FT. 5a FT. 50. Fr. 50. FT 5G1 Fr. 50. FT. LINEAR Fr. 50. Fr. 5R FT. SGL Fr.
1 3 ROAD CROSSING JURISDICTIONAL
5 5 ROAD CROSSING JUR15DICTIQUL
6 5 DAM REPAIR JURISDICTIONAL
8 3 STORK SEWER DISCH. JURISDICTIONJ.
13 9 STORK SB94 DISCI. JURISDICTIONAL
TOTALS
7 6 SEER JURISDICTIONAL
0 0 1998 150 9750 4746 14496
0 5851 0 0 0 0 0
350 4129 0 0 17031 1OB23 271560 TOTALS
0 0 0 0 bob 401 1071
0 353 0 0 754 501 1256
350 10339 1998 ISO 28147 16472 44619
0 0 663 20 1678 1587 3265
TOTALS - ISOLATED 0 0 0 0 0 0
Tar" - JUR15PICTIONA 350 10339 1998 150 25147 15471 4419
PERMANENT WETLAND, CHANNEL AND NEU5E BUFFER IMPACT TABLE
IMPORTANT / PERENNIAL STREAMS
IMPACT SHEET PUW05E WBI WATER WETLANDS CHANNEL NEUSE B
NO. ZONE I ZONE 1 TOTAL
SO. FT S2 Fr. 50. Fr. LINEAR Fr. SO Fr. °A. Fr. S2 Fr.
2 4 ROW CRO55ING JURISDICTIONAL 0 0 3799 120 7038 4394 12232
3 4 DAM REPAIR JUR15DIC11OUL 350 834 0 0 7250 4364 11614
4 5 ROAD CROSSING JURISDICTIONAL 0 0 3707 150 9354 4516 13870
9 4 STORK SEWER DISCH. JURISDICTIONL 0 101 0 0 IOC6 404 1410
1 10 78 SSTTOR1OW1 ASR ODII SSCIH.. J JUURRII SSDICTDI CTIQJAL 0 0 0 0 739 407 1146
J 1IONAL 0 0 0 0 631 401 1652
o ??12 6 STOW SEWER DISCH. JURISDICTIONL 0 0 0 0 643 451 1094
49.9 oPH; HSK SOCIATES LL-. NOUF?E?.Y 14 s DAM REPAIR JURISDICTIONAL 0 O 267 23 643 451 1091
IX. 9867 M.
461 0
LOT I MuNFUasaY NANCY JEAN HESTER WOOD TOTALS 350 435 7766 295 27461 14937 47395
_Y I ?t7 i
mt LOT 2 PROP3ttt CF g o
5 gy 5TREET'K TOTK-JURIS01QI0NAL INCLUDING 4tllA1O5 CHANNELS
21738 A r
'?.Ge.? _BA LLG. HODI Fl ED BOULEVARD OR AVENUE
[® BOCK 51W PE 1% 47 5-5 / 715 R/N 9 0
4 ` • ?.? Q r T
t?I r PI7G33RIY a= @ ¢ g
"a.; ?; Lor 4 ST K I IMPACT *a ARD SHEET 4 4T NANCY JEAN HESTER WOOD tff ITyyI {RrpRl p RA
2 - 27.5' B-B W 16 MEDI AN "Ill If ,? (tt ! DEED NOK 641 PAS 170 6 to 7{
100 R/W A A
.p A -•?- ?8 77 r? 'r ??l???tl?J% , /? 1 6A 2000 OF MWS 1995 PAS 515 r ^ TIT
i
IMPACT N,10 m j 9
saa r _ '.h ry 5HEE r !f II' \ ?} ` ,f SHEET 7 p -
MPAC.T IMPACT N 7
?i v?? II p l e, 1 , ! 1 ?, n
?i ?1 M1?A
SHEET 6 U
NOW/FORHERLT m
OF
Derr OF
I ? } lr,j r? ! A ?U? t v ? I IMPILT 1,12 ROCKET A. RESTER III A
I -'?J 1 1 rr } ?(1 !'' >. A ` AA IA AA A` ?. >, r r i : I N ?r / 6 A I ?' (fr ??<
' ? ? / `y1?1` ? r/ T u l ?lu? ??•z?i`?\? ? ?flr/??..{1^/15f1!65??//i???_ t /ll//? `'1??\l? r,, ?111?I
/` _r POND •r t'? 11}1 1} }! r r - '? 11 ? ? ? ? 41 ?J lr f i ? ?-?•'--(?, 1t, r r ?;r t \.
? !1 ? ?? n rjrj II 1/rrl?r? !A ii tl S l -' ?A"`I l i, dt-F T1 i nr n ? i t r
f "? r .n r' J?it L I r r r ? J r A ?
! ?. A r ,i I `., n N . ` ? J -•?- ".f - ` r' r' ? r r / / r , '1 r r
v C ? 1. ? ? ` la N --e?'' ?\ ro 1? \t, \ F 1,`` 1 ZZ Z r -- ? f / r r
i I , `?? 11? ?11,x,?`' \` / : _..? ?.r , ? ? IMPACT b ' / ^\ \ II 11 ?r I V '.) ,li?? ?. !f I! r r, I j r fr ? I rr r
1 3J } I t i l ? \ V ? ?/'r f slur ? ? l' `y`4 ( I ? 1 r , ?- J ,r $??i/'
itI/ I r? ?? ll'1` ? ??r! ?`.?'Ai ? it ! lI~ ,/ \? 1?1'1? ?13 ?` `N 1 ? I I 1 M r J 11
f l /J t r ..% 1 a rao r it I ?1 f I ??•e. f 1,1
1 v + ???? o ?1•,',???'',???I?I 1 i { ?` -%/??r? 1 ?1??tti?111????`
r.
tl ?f111f ?,'??.% it 5!119 6: J... I
r. r'1 /?Ul t ? ?\-_ T m 1\\11 \tl?. /.ii l 1 rr., `. •6
LEGEND
EXISTING FEATURES
WETLANDS
NON-JURISDICTIONAL
WETLANDS
CHANNEL
OPEN WATER
_._.jr_
NEUSE RIVER BUFFER
DOME 2-1
ME 1
PROPOSED IMPACTS
SEE INDIVIDUAL INSET MAP SHEETS
2
DSc
¢N
F
?m
v
A
°m V
A9
07.0744
0 0 663 20 1578 1587 3265
SCALE ° 500 REVISION EI CQ+43TB ? 1
REVISION t2 0+VTB fBRIL II 70OI PRIE
CRAvE
& A
IAT
Sj 2
WATSON TRACT E
N
SSOC
NC.
ST ?
DATE 27' 20" WETLAND I MPAGT MAP ,
LAND USE
TS PLANNE
CONSULTAN
RS/LANDSCAPE DESIGNERS/SURVEYORS/ENGINEERS
CARTER ATLANTA, GA. PROJECT: 2006-011. WI 3803-B ComputerDrive, Suitt 104 Raleigh,N.C. 27609. Phone [phone]. FBe 919/ 782.1288. Email PriestCmen@nc T.m I ?.
r
i '
.
INN lummallillAiN
-
-s NM-
r
79
r
IX.
a t
7-7
LOCATION OF PROTECTED SUMAC a
100' BUFFER AROUND SUMAC Z
LEGEND W
X'
/ f - EX I ST I NO FEATURES PROPOSED I MPAGTS a
WETLANDS D I STUBBED WETLANDS v? q g
1 I / r
rf I
UR I SD I GT I ONAL OPEN WATER GROSS I NO
z
WETLANDS
W?`z
CHANNEL
CHANNEL ® 9?a
f
N. R. R. B. ZONE I>
OPEN WATER H z
H IN 0,-N' A
N. R. R. B. ZONE 2
- NEUSE RIVER BUFFER Q+ ?ZONE 2-1 ZONE 1
LEGEND
EXISTING FEATURES PROPOSED IMPACTS
STREAM, AND q d i
BUFFE?,R,
WETLANDS DISTURBED WETLANDS ROAD, GROSS I'NG;
NON-JURISDICTIONAL OPEN WATER CROSSING 11 ! ! ! ! ',? f ! ! ;oaf f ', f ',
i
WETLANDS
CHANNEL CHANNEL ?A'
OPEN WATER N.R.R.B. ZONE 1
z?
i
1 N.R.R.B. ZONE 2
NEUSE RIVER BUFFER i
ZONE 2
(ZONE 1
r
,
00000
20'DRA IN3.SMT.
N ?Mf? l?lil?fl I I? al
n
lllllll?Mw ????j??I?jIIIff11jjII mIilllll ji: •? % `.. `\?\ `, f. // f y,' / •/.? .'_ ..:. W ??
/ I
f
F
ova
F
if Ill?l?l III f?ll?l[I??'?
jjHNl[NjjjkETLANps
r?nm
I?lll l _.C? i / ?? z u
SWMA
_ --- _ p Hl?!ON un
f, „. /?????? LEGEND
r
EXISTING FEATURES
i
k76\ k t M
- WETLANDS
1' ?u Il?u ? ? r r NON-JURISDICTIONAL
GHANN ; R I? ? k I k 'I WETLANDS
' r ? r ? CHANNEL
l? r ? ? r OPEN WATER
J i,\ R E M NEUSE RIVER BUFFER
1 ? ? ? t '? ` - -- ? ? .? ? ? ZONE 2?
{ ? ? ? It t t ? ? ZONE 1
r PROPOSED IMPACTS
? r ' tt I t i l ?f I i ( r y
p DISTURBED WETLANDS
l % J? I ?- OPEN WATER CROSSING
? ? ?,/ .__ ,? ' ?_? ? ? ? ? ? ? CHANNEL
'` ,' - ? r`' ? r ? ? ? r ? ? ? r ? j f --- ` N.R.R.B. ZONE 1
i
r I'
\-V N.R.R.B. ZONE 2
1 / p
,
l ?
r ,
EXIST. SAN. SEWER IN 30 EASEM?iT
\?
IMPACT #: 5
WETLANDS
ROAD GROSSING
POND
n

I MPACT 4: 7
LEGEND WETLANDS AND
a N r BUFFER
EXISTING FEATURES SEWER CROSSING
WETLANDS
f 1 '
NON-JURISDICTIONAL f f f ?` f r f?
WETLANDS fi r f ' f - -
_ \ 1 ?° f f 1 -- _ ? ? A
CHANNEL ® ?? _- ?? 1 ?? I/f' ' r? , ? %?• ?•~ "--?
OPEN WATER
y ?
NEUSE RIVER BUFFER \, \ 20 5ANITARY SENER EASMENT
ZONE 2?
v 0 (ZONE , SHMA
PROPOSED IMPACTS
\ S W
MA
_\ _ \ \
DISTURBED WETLANDS
2
f i
OPEN WATER CROSSING
c n ;
CHANNEL `? f ` _ -- - - - -
_ I
N.R.R.B. ZONE 1 -255 \
F
N.R.R.B. ZONE 2 LOT BOUNDARY L I- NE ?
1MPACT #:12
BUFFER ?,.
STORM SEWER,
f DISCHARGE
J J
LEGEND EXIST. SAN. SENER IN 30'- EASEMENT
!
10?7<
EXISTING FEATURES 141 °?
WETLANDS
0000
1 /
NON-JURISDICTIONAL
WETLANDS
CHANNEL
OPEN WATER I
- - ---------- --
NEUSE RIVER BUFFER
ZONE
ZONE 1
PROPOSED IMPACTS 1 1 ?
I
DISTURBED WETLANDS
w SWMA >
OPEN WATER CROSSING 1 \ j -
\
1 I -\____/'\
CHANNEL 1 1 1 \ ( ???_ ( /
N.R.R.B. ZONE 1 i
N.R.R.B. ZONE 2 -
\ \\
O
074
LEGEND
,t
H 1 40 N?
EXISTING FEATURES
I ,-
WETLANDS -
.? i r
NON-JURISDICTIONAL STORM SEWER
WETLANDS DISCHARGE ?rn
00,00
CHANNEL
OPEN WATER
t / ' 1 tr
I
NEUSE RIVER BUFFER I I rn
ZONE 2?(ZO NE Cp
1 II ? ? Il tlllll PI N ??`. O ?.._ 1, PROPOSED IMPACTS r
DISTURBED WETLANDS
y _.
S W
MA ' ' 1? `? f ' ?
OPEN WATER CROSSING
!
/ / ? 4-
CHANNEL
' !
l
N.R.R.B.ZONE 1 r r f?iR i l?iR?k i?l?i
N.R.R.B. ZONE 2 '? ?'? 1 f ( 1?! f >000,E 1 f 1 ? "
r ? ,! - ( 1 ( ?, jf .ice 1 ? 1 ( ! ( f ? f ? !
i(! f i 1 I (F i 1
i
1 F I f( i 1 1 (? i
00,
emu; ? ? ? ?, ? ? ! ? ! R ! ? ! ? i ? ! ? !
? J \
4 \ f_ k
LEGEND
I ?/ fir. ?:?? - --_-_ _ ?;,?' _, ? .? __r`. `?../ `,._s' \`? '?` r( % / ? l {. /
EXISTING FEATURES , f /? r
POND
\I k ? f
WETLANDS
NON-JURISDICTIONAL
WETLANDS
CHANNEL ®-- -.?,_ ?'-^? ? ? ? R I ? ;:R r t I
10
,
OPEN WATER
r-r
NEUSE RIVER BUFFER \ ` \
ZONE 2?
(ZONE 1
/ t
PROPOSED IMPACTS _
1
r
i
DISTURBED WETLANDS ,Il
`rill ? r
OPEN WATER CROSSING,
y
CHANNEL
? I I
N. I N?
? ? r 1
R.R.B. ZONE 1
I ?
N.R.R.B. ZONE 2? ?? j/ ( ? ? i 1 ? 1` ' ?? I I ? I 1
M ACT #: 13
I
BUFFER/WETLANDS
STORM SEWER
D I SGHARGE V
< C4
Q
d?

all
n
N T
Uwt
z
H-I w 0
VI U
W o0.
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W z"
?ym
?p
z'
?oA
Uy
Y-{ ? a
F?'L/1 G V
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`? n
HOR I Z. SCALE: I' = 50
VERT. SCALE: 1' = 5'
310 310
300 300
290 HEAD PER 290
RIP RAP 1
P ,
.6p L \%J
RGP 1
280 IP RAP 280
WAD
270 270
0+00 1+00 2+00
?N
HORI Z. SCALE: I' = 5d a
VERT. SCALE: 1' = 5'
?a
280 280
PROPOSE D
6RADE
x?
270 270
1
1 >?4
1
1
260 ? 260 ?=
z?
1 I--I w g
1 ? \ 9
"5 U
250 1 250
B
as
W w„
IZ4
a
U 8
q
240 240 Cn 0
0+00 1+00 2+00 a
07n
''4
HORI Z
VERT. . SCA
SCAL LE: I' = 50
E: 1' = 5' HORI
VERT Z. SCALE:
. SCALE: 1 1' = 50
5'

260 260

250 250

250 , 250

6 RAM

240 240
IXIS IN6
GRM
I

240 HEADWALL PER 240 v
KN16RTCAL EE STND5.
FOR A 121- PIPE

230 230
54.50 %
--el ,Rlcl
i
i
230 230

RIP RAP
P
220 220

STREET

220 220
0+ 00 1+ 00 2+ 00 0+ 00 1+ 00 2+ 00

,I
NOTE :
FOR ALL CULVERT ROAD CROSSINGS OF WETLAND
AREAS, MEASURES WILL BE INCLUDED IN THE
CONSTRUCTION THAT WILL PROMOTE THE SAFE PASSAGE
OF FISH AND OTHER AQUATIC ORGANISMS. FOR ALL
CULVERT CONSTRUCTION ACTIVITIES, THE DIMENSION,
PATTERN AND PROFILE OF THE STREAM, (ABOVE AND
BELOW A PIPE OR CULVERT), SHOULD NOT BE
MODIFIED BY WIDENING THE STREAM CHANNEL OR BY
REDUCING THE DEPTH OF THE STREAM BEYOND THE
LIMITS OF THE PERMITTED IMPACT. CULVERT
INVERTS WILL BE INSTALLED AT LEAST ONE FOOT
BELOW THE BED OF THE STREAM FOR CULVERTS
GREATER THAN 48 INCHES IN DIAMETER. FOR
CULVERTS 48 INCHES IN DIAMETER AND SMALLER,
CULVERTS MUST BE INSTALLED BELOW THE BED OF THE
STREAM TO A DEPTH EQUAL TO OR GREATER THAN 20
PERCENT OF THE DIAMETER OF THE CULVERT.
BOTTOMLESS ARCH CULVERTS WILL SATISFY THIS
CONDITION. A WAIVER FROM THE DEPTH
SPECIFICATIONS IN THIS REGIONAL CONDITION MAY
BE REQUESTED IN WRITING. THE WAIVER WILL ONLY
BE ISSUED IF IT CAN BE DEMONSTRATED THAT THE
IMPACTS OF COMPLYING WITH THIS REGIONAL
CONDITION WOULD RESULT IN MORE ADVERSE IMPACTS
TO THE AQUATIC ENVIRONMENT.
LEYEE sl•RE4DER DwmimW DIAGRAM HERE
I. M. HATHAM'AT, E%TER3IDNAssDD6RE, NC STATE UNIVERSRT
NOW Bypa55 Zone 2 Buffer Zore I Buffer
Structure ----, =? enforced
1 Vegetated
1
From ? Swale
1Nztersi?ed `?T'

#57 5tone
Forebay -' on Filter
Fabric

Ls
Reinforced
0
Channel

Underdra n . 5Tzed .f
For Site Soil
Corditlon5 - Drain
Into 13ypa55 5wale
1
Level -
5preader Lip
TYPICAL LEVEL SPREADER DETAIL
NTS
J4 REa4R a-
i/2" PREFORMED JOINT
FILLER, 12' WIDE
8"
ELEVATION SECTION
1000 PSF MIN.
BEARING CAPACITY
BENEATH COLLAR
TYPICAL ANTI-SEEP COLLAR
NTS
NOTE :
ANTI-SEEP COLLARS SHALL BE INSTALLED ON ANY
SECTION OF SEWER LINE WHICH RUNS WITHIN
WETLANDS FOR MORE THAN 250 LINEAR FEET.
LEVEL SPREADE R SIDE VIEW DIAGRAM HERE
JON M. HATHAWAY, EXTENSION ARSOCL TF, NC STATE UN NERSITY
Level Spreader Up
F:ow Path
Channel -./
Underdram - Sized
For 51te Soil
Conditions - Drain
Into Bypa55 5wale
3" Layer of
#57 Stone
Riparian
Buffer
3 ft Wide
5trip of
Filter Fanric
Appropriately 51zed
Concrete Footer
SEE PLAN FOR LOCATION AND LENGTH

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i~I~p.~GT~D 1..~N~ U'~ ST~TI5TIG5
• HESTER I I 1 ,
nor ~os~ t~ ~ +~ooR ~u a~ err i nays "Are abo
Foorac~ of Horns coves 0 PAW 126 I ? ~ow tl ii rl"{illill~t' ,
w~r~o . . ~ ,t,t 1;,t`+ 11 Itlt{rill{+ttt )Ilr{t +1 lt' t I11`1,1~~~,1~,tit?~rlltt''~llti!),' t111j'~ii+l~
~ Hor~s?nc ~ I a ` 11' " x +t\1`Itt lift iIj1P,"11 I,ff r 1~Jill 11 tt 11{ t1 ttt{l it 11 a 11\1 ,t,l ltll fl{Il,l Irj1{I? lit tr lilt ,
1 i ,,e~\,1111;,1,,;,+1?;it 1~I,,;tll I;I) I~;Irr rl It , I * ) 111 l l++ t,t{ ,,Irtr,)11 r11~lilt {h1) r I If I / 1\ 1 Ill{lli~`ttrr flri irl~liin rill N!r {)II ! I ! ~
~ 1 / \ \i ~J 1 1I ll//1111 111111'I'llrltf11~'lll ~li(/ J ) 11 ~ 1jil ( lI q l it, l 1 /
~ PILLAGE GO IAL 4.'! 0.10 20000 WA WA 40 ~ I~ / \ \ l/Nlll/i /11 /1 N !
2 y~L,Lq~6E Gp1,4L 3 0.14 2'a00~0 WA WA 40
3 INSTI'NTION~41.. / h~DIGAL 13 O.~'5 200000 WA WA 85 .%~•==~.=~%i//////I!// / /1 Ili t
4 1~ILLq~6E GpMNERrG114L Ilb O.la WA WA 40 N Ill / / ~~:~s~=; ~ / ~ fj~ / / l / l /1 l Jill ~ l l{,I I lt, /ll111l/1111 1 t 1 MAW 11 it
5 INSTITUTIONAL / N~IGAL 14 0.12 10000 Wf4 WA 85 • \ 1 I III 1 Illll ~ r// / ~ ` ~l It IIIN If IIII ll// /Ilj~//// /I 11 lit ills~rrt!{l~I Jill hs Ir 't !1 ! l ; \ r 01111 ,!l! rlrr~~rl fir tl It if
b ~tE51DENTIAL - TOhNHON~S 175 WA WA 5.'7 100 l5 {III 1~ till I It ~ ~ I 11 Ittl Illgill 111 I / //////J !I 1 1111 11 Illlil 1~\iIU ~rN / - 1v'.~~~.,,~- \1\e 1 !llrrr Illl rill f~l! 11,1'1 l I r \\`e\~\,. /hill Jill 1 l ;Ij, ll !;,f~,, Irp ,r r 1,
~ / ' \ \\1 ill 1 tl 1111 Ill / i I 11 11 I r~ ~ ~ r ~ 1 11 I i IIII ~ / _ ! 1, Itttl 1 itl IIII ~/i f :-~~`:..~.1 r ! r 1 1 111111 1111 tell 11 11 Ii / ,~r`~~~ Ir1 ~1 11 i 111! l II III// ~,.~~.\*1 l 1 1 / ~ 1 ~ e / / l// l X11 lilt ~I II I I h ~.'S \ ee 1e~7 jl~ u ~ I r ~ .
1 RE510ENTIAL -MULTIFAMILY 21.2 WA WA IIA 300 85 1 . ~ 1 t t 1 I II / / / ? r \ il~llli I If II{ IIMII I l I//// r \ ~I 1 r r 111 Ii iti 11 i i IIII t l~`~,\ ~ 1 i I / \ \ . r 1 1 rrrr 11? I I I I t I l r I N l l 1 1l ~ rrr ~ I r 1 1 rrf / i ~ j/Z Ng amam A U11 Mimi fill I
g RE'~IDENTI~4L - TOW~WOMES 153 WA WA 52 80 ~5 / J 1 _ \ ? r r i t ~ rrr 1 111 11 1) I I l l r rr/ r?\. l 1 I ! 1 1 r, , IIII 1111 trig r/ I 1 1 I 1// ~ I r/ 1 I r 1 1 ? / / 1 r 111 I I I Irl rr / ~i ~ ~ , I I 1 r l! 1 1 1 1 / i r r 11 11 I l r 1 rill / ` r?'`.C`` / - NNW N-M.
4 RESIDENTIAL - TOY~IFtOM1E5 II.'1 WA WA 5.1 60 75 t~ I irl ? 1 I II i tlllrll// / ~`~Q ~ ?t? III 11 111 1lrrrrr I I rrr/?rr rII 111 III /tt11 IIi? r i it 1 rr rrrr rrrr rtrrlrl r l rl,~rl 1 r I ! r ~ r 1 III / rr tll ~ . / ~ 10 00.1
10 RE5IDENTIAL - SINcSLE FAMILY b6.5 WA Wi4 2b Il5 rl I Ir 11 r It rrl I rr rl I rrr at I 1 / ~ 1111 III 1 1 i t l rrr Jl rrr! ll IIII \ n/N I l I l i 11 11 1 1 1 r r r h r I I I ~ . \ I r r I i l ` r rr It ~ ~ \ Ir--ru/r /rr X111 till I I i 1 1 1 1;11?1 y r r, r rrrltrlllrll I ~ / r ! I i ~ 1 r r ~ \
N 5T'REET RIGHT OF WAY It.? WA WA WA WA 1 rr I~tl I ll 1 i 1 i + 111 . , I I r rI Ir I I ( Itt / ~ ~I 1 r I f r l r 111 rl l I I I 1 t 1 1 1 i 11 ` / / r I r IIII //I/ ~ ? \ ~ ` / 1111 1 trllrlr rill r l l I I 1) 1 1 1? \ ~ / I llrl III ` \ \1 \ \ \11 / I ?1 111 r f!//r 111 I~ It 1 1t ~ ` , 1 11r! I 1 ~ \ \\\NI
~ 1 t? I lilt ~l r 11 + I i I I 1 1 1 I 111 i ? ? \ \ \ \ 111 ~ ~ + 11 11 /l 111 I + i I I I t i tl~ t I 1 ` \ \ \ \ 1 11\ ' 1 1 1 1 ii 11 t + i I I I 1 I . ~ \\~1\\ 111 . ` \ 11 1 + 1 11 111 tI 1 I1 I111I I I i I I 1 , i tl 1 ~ ~ \ \ 1 1 111 1 IN } , itJt 1 ltllllll IIII 1 1 It ~ \ ~\11 111111 1 . \ + Itl 1 It ~tll + 1 l I 1 1 I ! 1 t I t. , . ~ ~ \ 1 111 11 111
TOTAL 184.1 3,0000 '115 ` 1I 11 11111 I 1 t 1 1 \ \ ~ ~ ~ tt \111 1111 1 111 1 1 , . ~ 1 t 111 11 1 1 11 1 } i i i { I I t ~ ? \ \ 11 1 1 11 ill 111 111 1 ~ J r i r 11 1t1111i11 11 1 I ` ~ 1 11 1 1 1 1 1111 ~'r r 1 1 Itt?? 111 tl1j111 tl 1 1 1 l 1 I ' ~ \ \\t 111 i Ili 111111 111 1 400-
t 1 / ~t 11\?11 ? t 11 11t i 1f?r . \ 1 1 1111 1111111 Intl \ \ \ ~ 11 1 1 11 1 1 11 r . ~ \ . \ ~ \1111 11 111 / /rr1 i I ~ ~ ~1It\ 1\ Il 1 IIII tl 1111 I1 1 r i r r ~ \ 11 11 1 1 1 1 1111 N 1 1 `t,l\\ 1 1 ? ~ I 11 i t i ?r r / . ? \ 111 ll 11 I / r ~ ? t t I 1 Itl ? ! + ? .1 ~ \ ? ` 1 1 11111 1 1 I i I ~ / r; 1 1 i It Ilt?`1 1 11 11111 1111 1111 i I r r i r r r r \ \ 1 11 111 11 11111\11 II 11 1 Iltt ?e I1// I-.
I 11 1 + ~ hlit r? tt ~ 1 1111 1 J +1 t ~ t--+ 1i 11 1 rr r . 1 1 1 111 11 Ill 1 . . t 1111 1111 11 11`x•,\ it t 11 1Ih t I I1 Jr r i , / ~ \ \ ~ t 1111 11 1 1111 \ 1 111 111 11 11 lilt i ll 1+ . ~ r / / 1 1 1\ 1 \I 111? it I + / \ 11 1 tl It 1 tl l 11 111 1 1 1 11 1111 \I 1\+ 1 I I 1 1 11 I I I I I r l J/ \ 1 1 1 1 1 1 111 1 1 11 111 1 1 1 11 11 1~ ' t 1 ? 1 1 t\? t\ ? t 1 1{ 1 r / t 1 t 1+ t 1 1 11 \ 1 1 1 1 ~ / 1 11 1t 1 11 \ tt111 r/ ? . . 1 1 1 1 1 t 1 l 11 111 Jill)' ,1 AI :00 11 ,te 1\\I ~e, 1e a~i\ ? l
NOTE ~ TI~-5E LAND USE STATI5TIG5 ARE GONGEPTUAL IN NATURE AND INTENDED TO ILLUSTRATE THE TYPE AND INTE~N5ITY OF TF~ GURFZENTLY PR4F~05ED U5E. 1"FIE5E U5E5 AND INTfN51TIE5 ARE SIJB~.~GT TO GHAN6E. ALLOWAHt.E U5E5, DENSITY ~ i 1 ~ 1 111 11 11. rtli i ! / . ~ 1 111 it 11 11 1 111 111 HI 1 1 11 ; / / 1 1 1, 11tt111`IHl-=~ZZ`::/r/lull , ~ ~ ~ ~I t 1 1 1111 t111 It11 1111111 Illlil 111111 11111 . r ~ r 1 1 1 l 1 1111-? !a r r l II i r r r 1 1 1 1 11 1? 11 11 1111 1 1 111 1 1 1~ r ; / ! 1111 ?1\\ 11 t1 I j1 iir irr , \ ? ? 1 1 t t 1 1 1 1 11 1111 II 111 Il 1111 1111111 1 I , . ~ ! r t 1 ~~,,,t3~ \Z / I I I , ~ ~ ? 1 1 l + 11 11 l ! 11111 t I 111 1 1
~41~ IN1'C~151TY V~LL ~ A5 ALL~OY~D BY 1i~ 1~0. tFIDIVIOUAL DETAILED PRH.IMIW4RY PLANS WILL 8E ~~IJBMITTED FOR ~ , , . 111 1 . - .>z.`aZ,~/ r r rlrl f? 1 + 1 i I 1 Il 1 1 I I 1 ill ll 1 N 1111 11 ~ I ~ / ; ; ~1+11 1 1\\ it IIII + \ ?1 \ t i 111 111 1111 II 111111 it I 1111 1 1l1 1 1 1 ; / .r 111 t+ I r i r ~ I t 11 1 1 t t 1 j 1 I I I l l l l l l l11 Ill 111 1 111 1 , , , , 1 1 i ? ~ _ _ I?+ t t 11 i i I 1 1 1 I 111 I Ill I 11 111 Il 1111 1111 It eeee~eelt~trt ! / ; / / , 01 + 11 10 1 r 11,,It~1) r,/yy/ ~ /
E,4GH LOT (N TFE. FUIURE. / r , ~ / . . 11 1\ `I.`~--\ / r ~ _ 1 1 t I i 11 1 1 t l 11 l l 11 I I Illlil it I ( 1 11 l 1111 1 1 1 1 1 1 / I r , / / 111\~ \ / / / I - i 1 I { 1 1 1 ? 1 11l i 1+ illlll ll 111 ill Ili 1 111 1 I ( l r r 1 ~ / ~ .--J 1 11 1\ 1"+.,,.-~ ~r 1 1 x 1 I l l! 1111 11 I l l l l 11 111 11 1111111 k \ I r l / I r I I I I i t 11 li III t 1 j 1 1/ r r / / / \ 1 1? 1 / r r 1 I t J r r l I I I l i l l 1 1 11 I l l l? 1 1'10 11,,1) 11 `I-(I I r,rlrr~,Il r , ,
I rrll r , r ~ r lrl I~ r r+ r l It 1 11 1 I rl 1I ?11 r r , ~ ~ 11~ , ?r I I ~ / 11 rl Irrl rr / III 11 I1111i Ills IIiI IIII I I I I1 1111111 t ' / / / \ I/I r / i~rlrll r I rr/r ,r / rr Ir it II II i l t ? ~ ~ \ . /i / r r I r /rrl r rl I tlltli i 11 11111111 11111 ~ ~ ( I 1 1 I I t ? I ,r,~~ / r/ l 1 I t i t r rr l + 1111 li III f 1 r I r 1 t / / / ~ ~ / ~ \ ~ r r ! ? r I „ rrr! rrlt 1 1111 111 III IIII t i I I I1It fill i~+t itI1I11l1 ,111111+11 •
• I ? I 1 i till 11. `1 ~ l / / r ` - ,//lrrlr r 1 r 1 1i1t rrl rrr rrrf Ifll I I II illlll Illlil I 1 1 1 \ / r~ / i r, r 1 I I i r i I l r I 111 I I I I 1 i IIi !ll Ilf I I ? ? / / , / , ~ ~ ~ , ! r ~ r 1 1 i r r rt ? ! ! tlliti IIII illlll Ii l ll lr llllrs,t1~1 I 1 11 Jill / 1l rr \ li Il fill fit fill lit
I 1 ? \ \ \ ` ? 1 t / / , , / - l I / I i III tt11 Irr IIr 111t J II IIII 111 I 11111111 l I f ~ 1 I r r r I ! I I i) f 1 rlf I 1 II f l l l l IIIi Itll1 II 1 I \ ` ? ~ I r 1 i 1 / r/. ~ I / 1 1 111 Itl Ilrl II?t 1llllilll 111 III 111 ) I Ii 1 + ? t \t ? \ ~ t 11 t 1 i 1 r ~ _ ~ t r 1 i 1 I 1 1 i11 rII I r r 11 11 ill III Ii I II Iill IIII II I{1 rl~Jlrl I rl r+~t) f tiff ,tll{IIll~ll,,~?1~',n ~ /
I ? I l I t ? 1 1 1 1 t , t r r-- \ t I i 1 11 JI J I r1 I( I 111 I I l 1 1 1 I Ii 11111 Ill 111 II .I 1 1 1 1 i l l 11 1 1 1 ~ 1 ~ / r r ~ t i i 1 II It 111! 11 1 1 I I ltlil 11 ?Ifl III 111 ill l 1 / ~ 1 , 1 ? , \ 1 ll 1 t ,t . , . , . , t 1 , I I 1 i Ili 1111111 i . 1 1 ? 1 1 1 1 1 ? ~ / ~ / \ t 1 1 1 I I r l l Iir I 1 1 1 i l l 111 I I I IiII 111 III i I I 11 I'll lilt 11 ~itiW
• 1 • i t 1 1 X 1 1 1 1 1 1 + r• , . ~ i ` 1 l I I I r l I! 1j I I I III 1 11 ill} IIII ~IiI 1 1 1 1 1 ~ 1 . r r . 1 1 1 1 I r 111 I I I I i r l i III I I ll 1 fill 1 1 I~ t. 1 1 1 1 1 1 1 1 1 1 1 1 . \ \ t I ~ . / . tl 1 i t 1 t ! 11 I 1 11 1 11 1 1 1 1 1 t l 1 III t? - , , ~ ~ 1 1 ti 11 11 1 t 11 II illlll 1 1111 \ 1 1 \ 1 1 t I 1 1 ~ \ ~ ? \ ~ /'r -r',. ,r'i' i r' /'-r' 111111 I 11 t1 111 11 I fIII 11111\11111\11111\ 11' r / 1 1 1 I 1 1 1 11 1 1 t 1 ` . \ ~ , / r . ~.r I l lit 1 1 1 ( 1111 11 11 ! 111 1 1 1 1 1 111 Il l\11 1111 Ili 1 ee a\e\ eel e ?e e \ e\\\ \ M\ 11 ,t
1 ~ + ` ~ . + -r . . / 1 1 1 1 I l t ? I I 11 1 11 t t r ` 1 1 / 1 1 1 1 1 1 1 1 t 1 ~ `r 1 ! r' / 1 111 1 1 111 1 1? 1 11 11 \ t 1 1 1 1 1 1 111 11 1111 1111 11 i / 1 1 1 ? 1 l 1 1 ? ~ 1 ! 1 f 1 r / ,r"? / -i' r' 1 11 11 1 11i1 1 \ 11 1 111 11 1 ;11 1 1 Ill! \ 1 11 1 1111 111 t) l 1 I I 1 I 1 1 1 1 ) I I f l 11 , i' ~ 1 1 t 1 11 11 1 1 1 1 1 11 111 111 I r l 1 1 1 1 1 / r I • , ? t ,1 ?ti II t 1` 111111 1 1 1 I Ill i t ilt/ Jill
/ t/J l 1 1 1 1 1 " r / r l I r r i ~ ~ ~ " 1 111 I I i I I ~ 11 11 It I I III I \ 1 I 1 1 1 ? ~ I I/ l l t 1 r// ~ r r 11 1 1 1 1 11 11ti 1 \ 1 111111 1 1 1 1 ill fill ttf Ill . / \ l I I 1 1 \ ` ~ / r r I I I . , ! , \ 1 1 11 1 ?i 11 1 1~ 11111 II 111 1 i , ( ~ . rl I r 1 1 1 t 11 ? \ IIII i fl ll ll 1 / ` 1 I I I I 1 1 1 1 ` ~ r r r l 1 1 1 1 I i r ~ r r\ ` 1 1 It 11 Itl 1 111 IIt Ill II! i t (ll;ll,rll1;111) 1 It ~rli . 1111 Ill! J1t1 IIII(I111 141)1Itfl{itl), ,,,1,,11, (1l{l+1) {l+`'1~l){If11 t % ,
/ r t l 11 11 t1 1 1 1 I l l lil' III III 1 1 I 1 I I\ 1 1 . _ r r i r r l l l l r i r r r i t 111 ? l l 1111 i l l 1 1 1111 ~ 1 I l li(~ I l I t 1 I i I I 1 1 S\ I 1 \ r r f ~ r~ 1 i t t l l f 11 I \ 1 r r ? . t 1 1 1` 1 ? 1 II 1 1 1 1 ~ \ / rtrrl I I I r r r r , 1,~ Itl 1 1111 11 ? 11 II l~ iII II IIII 111 III I I I 1 r! Iir it Ir- r 1\1 11 1 1 1 1 i I l 11lfll 1 ! 1 1\ ? 1 / t , / r r r r / i 1 1 1 1 11 1 1 111 ? 11, I r IIII Iii I I??i Ill t l \ 1 1 1 ~ ` \ ~ 1, ! r / I 1 / ! + r ! ~ , 1 ~ 11 t1 1 tl 1 11 + I( I II Il1III 1 II (I /I Jill 1111 11 1?It 1 lit~ltll1l)11 fill ,
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hP/IGT SHAT PUI~OSE aPB~I WHT82 ?~ETUWDS GH~NI~.. I~USF B i hP/1~GT 5 ZArE I Z.ArE 2 TOT/1L N0. OP~I WATT I~ETLlWDS GHIWN~ NEUSE B T SIi~T PUi~OSE ~i~ 11 1\ 1tt1~ tl t t i
SGL Ff SQ FT. SQ FT. L I NE/iR FT. SQ. FT. SQ FT. SGL FT. ZONE I ZONE 2 TOTAL FT SQ. FT. SQ. FT. LINEAR FT. SQ. FT. SQ. FT. SQ. FT. SQ. 80~OIC M~5 1980 PSI ' ,11t t~ti`~i 1 ' • W PAM 126 t11 i1~ 11 it, 1114'1111 il,l~{1 •
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I 3 RO/1D GRO551 N6 ~URI SDI GT I gd/1L 0 0 1998 150 9750 4746 144% ~ 0 0 663 20 1678 1587 3265 b SEDER JURISDICTIONAL ,itlt1t,l~ttliii~lllt`!!1t'111111 !!!i{ i {1 1 W\ it it I ,~j 11\11!!\,\t,ii t ~~t~t1~i 1441 1111 ~ 11 {I ~
5 5 R0J1D GROSSING JURISDICTIONAL 0 5857 0 0 0 0 0 ~~1~ i 1V1 1111 Iii 11 4 I 11 i i~{ ! f t(t ~ i ! 111~1111I?I1 IIt t{ tl 1I{I111( 1 (~1 !n
0 0 663 20 1678 1587 3265 S i 1 J ~ \ \ , \ \ ! \ \ ' \ i I 1 fI! t l f If 11 111 1if (tit t It ti( r4t f1,1t1 J / ~ J ! ! 1 r r / / rrll 1 r1 fl r ,1 Iti/,riilll,1~ C - / `t f~/ ~/l~;l,I rl,lll,J/;~J' /,J~;' ,J, IJ? IJ r
6 5 DM1 REP/11R JURISDIGTIONIIL 350 4129 0 0 17037 IOB23 27860 TOTALS / ~ ~ \ \ - X111111i
8 3 STORM SEINER DISGH. JURISDICTIONAL 0 0 0 0 606 401 1007 t`\ e _ - - //a/g./m/ 1/ r!
13 9 STORPI SE4ER DI SGN. JURI SDI GTI ON11L 0 353 0 0 754 502 1256 I r / / ~ 'ter - ; I "Jill ,1I{
TpT/1L,5 350 10339 1998 150 2814 16472 44619 - ~ e 1 f rirr r~j//~r/ir ~ ~ ~ - t + Ill I l rr// - lltt~t,,,1,111 ,411;4i 1111 !11111! 1,11I4111 1!{{ ti 11 1f
` \ I r 111 / / / ~ et 1 tttl 1 111111 I lI/ ~l /~;~~`~\~s_ _ ~ ~ ~ irr Iilrl lr I!N IIII ll//~//// /Ii lJl r,_~~\~ . t i , + II i 111 Ifl I ~i ~11it11111,1+1 1111I1111~I 1 ! i lilt ,Iltlrtll l,li ,irih,ll fjnil~~I (r { 111 \ ! 11 Il r1 ,l
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TUTIILS - .IURI SDI GTI gJ/1L 350 10339 1998 150 28147 16472 44619 r l r ~ t? t t t t i l l I I JI i 1 >~?i /i ~r ~ \ e? tl t i + I 11 111 ll / / r , r r f ~ eelt+? t + 1111 I 111 1l /l /4,/i// ,r J r , ' ~ e i t t III + 1 11 111 111 11111 I i/ 1/ , e t ? ! ll l ! ~ ~t r , .'~.\eee tell I++f rrll 11411 1 11 11/ll /j///////~/i// - ~,JiJII~ /!/Irrrll(lltill lr Itli 1 • ~x\ . ;l~r%!/I~,/II Illli, j l r ! /j/I f !l It 1 1 !
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PERMANENT I~TLAND, GI-IANNEL AND NEUSE BUFFER I i~AGT TABLE i+'tl I Irr ?rrrlrrrr 1 i r'lrrrr rri hull 11/11 ! rlrl r ? rr Irrr/rrrf `.1 rirr rlrrlrllr ll /i'r l ? r / 1 r r I l I irr / ° \ \ \ / ,tMlr it 1 r+ Ilrllrrrr Irrr rtilrfrlrrlllrl \ / tl r r r + + r r ? . ~ ~ \ \ /a//'1 -~It II 1 I I t it 1 rr fr rr ! r rl ui 1 Il - ~ t r K"ZI
IMPORTANT / PERENNIAL STREAMS 1'~i. Ir t it Ikil I +tt ` r r !rrr rr 114 e~ rule/!f rl r Ir II 1++Illlee / r ' rrrlrr /rri I hf~ ~ \ eeee rllr I Ilri rlr+ I++ 411+ 'i~/rrrrl?rrl+el!/Jgll ~ 1 elf d ee /rflr !rr r!i ?trl + ee\ , rl +r11 i //i/ \ \ 1\ 1
hP11LT Sh~T PURPOSE OPE~1 WATER 1•ETLMIDS GHNJI~. NQJSF B e r I. r r I / q . \ e l l~ e I r r l r r/ r r i r r r ? I i l~ e\ . I t r, ° \ e \ P rl tti r r rl ? I I } 1 1 ~ ~ , r r tt 1 ~ \ \ e e t ~ r ~ I I e a~. \ ~ \ \ 1 1\ \ \ tt~eee ~ rIIII //ltllilli 1I! I Ili ee ~ / 1111 1/i \ \ e 1 1 ! li . ! { 1 1 +I ~ \ \ ~ \ \ \111\ 1
Np. ZONE I ZONE 2 TOT/1L SQ. FT SQ. FT. SQ ~T. LINEAR ~T. SQ. FT. SQ FT. SQ. FT. e 1e e t e 111'1 V i r i ' + 1 I ~e=:: \ 111 1 ~ t ee e +t eeee 1?tt 1 e + t t I , f I I . a t , t I t 1 ~ \ \ \ 1 1 it 1111 11 II 11 ele le tit 1 111111!1 III ? 1 Ir \ \ 1111 1 1 e eleee i'?t1et e t+it t F I ! I I ' - r e~ . \ ~ \ ~a \ 11 111 Il 111 11 11 t1 t 40 1 k% 6% M 00
t el I i 1+ + ° . ~ ~ ~ ~ \\il 11 1 } \ 11 1 i 1 1 14 tie ?e e t It 1 I + + 1 1 s 1 e ~ \ \el 1 11 111111 1 1111\ 1 i 1 r r I r e~ le lei+l l ll t~ 1 I t r • \ ll 11 1 1 1 1141 1 i 1 t k +~r r r i ?ee 1e1ee el lelllis ~ t I I Irrr ' \ \\`el}\11 111 111 III III i l d 11 r r 1 / ee\ ?e e t el 11+ I! i r . \ \ 1 111 1 1111 11111 1 e 1 Ir rl ~ \ e\\ \ 1e e ere 11 r t I~ i . ~ ~ ~ ~ \\e111 11 1111 t 1 tl~ltt 111 ,,~H \1tt it / • tit \till\ ~,l~!! \ \ \ t l / 1 1
2 4 ROM CROSSING JURISDIGTIgd/1L O 0 3799 120 7838 4344 12232 / r/fr r 1 1 rt , \ ee\el? e?e ttl lelet it 1 r r r ~ o\\ \ ll 1 1 1 1 1111\ }111 1 e 1 r r i e\\ e e e\ t It r r S r i r . \ l e 11 II I } 1 1 1 . / { I ~ e e e \\~?ee,e lit 1111 11 i r \ \ ~ 11 111111 1 Ili I el ,.',f r r 1 i e e`e\?e`~ilee ~\e\e \\~~\..-~t+ll Itlt rile tt ! rr ?rrr ~ a le 1111 1 1 11 ltl}\\\11 ii iti111111 t1 r t \ II 11 t \ ~ 1 1 ~ r , e e\ ~ 1 ee\ I-- ~ r v 1 1 ? r r r \ e\` i t 1 e 1 1 1 1 I I l 1 '~~•,'r, + e eee ell ee aleee ee: 1 I it +llt + I I r / r + , / \ \ ~ r e e eel I 11 e1 \ i 11 111141 111 111111 1 e1 1 11 411 ! l,iI ~l 1`?\~' ` t 06.
3 4 DN1 REPAIR JURISDICTIONAL 350 834 0 0 7250 4364 11614 ~ r / + e1 e\ t le Ill l I I f i r r - \ \ \ e1 e el e~e1 1 \ 1 1 11 11 1 1e ,r ~ eee e 111\e ?ee \ 1 1 1 1 i it +l t +Irr ~ / ? \ e e e e e e e 11 e1 1 1 \1 111 11 1 11 1\11 111 I `i I r t e l e `e\e e\ / ! i t I ! r \ e 1 e e e 1 1 1I 1 1 1 1 I t Toy ee t e 1e r 11111 - ? . e 1 e 1 1 1 ~ ~ ~ + I 1 ~ ` e\\? ee e\~~..~, rift I ~ ~ • ' y' ~e~ +t+ it 1 \ } 11 111111111111111 r r / eeelc a\ele r rll ! , rl ~ ' 1 e e el el a yl 1 e \ 1 I i{ 1 1 1114 111111 It 'li \ \V\\!!!\`!i ! t \ t 1'f~ \ \ tr 1 i \ 1 \ f
4 5 ROhD GRASSING JURISDIGTION~L. 0 O 3700 150 9354 4516 13970 ~ rr 1 t eeeteell eee\e1e+_._.~`~~~ ~/f+tll +rl 11 /~r~~ ?e + i t +ett eee cell }111111}1 1j11 111114 1 1 1 r r r 1 e e ee\\ e? f I+ it it ~ /r /r r e? e e I e e e l e 111 I t 111\ Ili 111 11 ~ ~'r' ' ~ e+e', e`\\..~e~~~.`\~.-/~r1rr rltfllr rr, \ et + tt1 eee! ee~i ll 114111 1j111111111 \ \ 11 ~ . e \ ~r_., rrr I e e i t e t e e i i 1 1 1 l1 !1111 1 1'1111!1, t i \v \ \3!`R~~~, '0 \\\k !11191l~1~11
9 4 STORM SEFER DI SGH. JURI SDI GTI gJ/1L 0 101 0 0 1006 404 1410 j r ~ eee\ e\\\ Ir llrr \ f e e l e I I t l I t1 e' ll I I tll 411 11 1 11 1 1111 1 11 1 1 ~ / , , 11e\ a \\~~.i.~\`?.`.. 1 rrr+ e ee l1 I I tl 1j1 1111 II+I1! i III 111111 11 111111 r , r / ~ . eee \ ~ . e 1 e 1 It { t I i I I 1 11111 141141 ! / , / . ~ ee \ ` ~ , ~ + l e 111 ' It I 111 I,II 1j1t11i11 1111 III Ito i I r r . e e e ~ ~ 1 + + + t Il + r 11 4 } II111 }11!11 1\\t il\i 11it1 k:\ 1111111\1111i~111 li j%/ •
)1111 1 / + / / ~ 'e\~e - ~ r/r / , + t1 11 I Ii r I li 111114 iiI l 411 1 t 1 r i I/ f r r \ eee \ 1,/ + t t i r l + t t r l i l l r l t i i4 111 41 I V1 1111111 1 1 f , \ r r II 1 1 ? rl rl ! r r ~ / i , ~ ~ eee .e r/ / , I rrlr rrI rrr? rill I Ill! I Ii III 11111114 r I ~ r r fr' r/ r r r r 111 I t4 I it II t r t ti\1 14l11 It I 1111 tI1V11 (I 111'1 i
10 7 STORM SEMER DISGH. JURiSDIGTIONAL 0 O O 0 739 407 1146 l 1 i+ l l l l r r .,°,1 , ~ ~v eeevv.` ~'v r r r i r i i t r~ I r f rrr! rr r1 l r t i I1 It1141 II l i i ii I lilt 14 I~ I ~ . ~ ` 1 ll r ! I I r t i ? r I iill t 1. ~ ' ~ /ri'/rlirl rr 1 r r t r rl? ~tll il'rJ rrr! /lirililf ill! 1111111 i ~r f 1 iillll + • I ~ , o ~ \ ~ /~,~'rr/Aril r + rri? /!lI rrr llri I it iIi 11111111 t1 ~ r l 4 t r r r l / i ' ' \ ` f J! r l r r i t l r /r r rl I r r r t 1 r i l l 1 1 i t H? i?!? !tt 14 ~e e , r e r r r if I II ( ? 1 i t~l 111 1tlt t/Irtll V ~ ' (tt~littrt~l/tl<illit
I I 8 STORM SEbE.it DI SGH. JURI SDI GTI ONI~L 0 0 0 0 631 401 1032 ~ / ~ r I 1 Ir / `e ` \ r r / -.-~/,,/rlr r ! r r 111 rrr! lfrf rrr! ( 111111 1111 lilit111 N?t? + l I i `l~\` ` ` ? \ ' ! 1 / ~ ,"i., ~r r /~r r / 1 r e f t III rrli rjr! r f rl 1?lrll?11 1111 111111 I 1 1 1 1 1 ~ ? r r , ! , ~ r / ~ t l t fir +lli r r rrr Itrl l l II 1111 111 Nell(.?I c e v A\ r r r~ - . r~ r/+ r I r t lr1 1 ? I t i t ll 11 I (Il~rlr!/r(i!Ilr itt 1\ i s It it I IN I I I I// It l Illil hi 1111il l \2~11~it t I Jill Jill Ill, 1111(11, \ 1% ` ? • /
12 6 STORM SEINER DI SGfi. JURI SDI GTI ONAL 0 0 0 O 643 451 1094 I l ` ~\e~~ ? c r r I ! ' I`---__ ,';'r'rr'/. / / r ' I It rll 11+1 IIr rrr? IIII 1 1 II 111111411 111111 ` ~ I I I I 1 I t r ! II 14 f l 1 1111 lil 111 + 1 \ ee e ? \ ~ \ e ~ 3 I r I f - ' r, ' / r ~ 1+ +I iI I r fr i4} ? !1 it I I r e? e e _ ~ r r r"'~ I I r r r r! r i t ilt I I I ? If 1 1.1 ~ \ e e e e ? I e t1 ~ e i e ?y i r i ` + i ril rrrf rrr rrr II+I l iIlflll IIIlI111iV11 1111 1111 tilt iIIIIIIIV it~ ? / It itlllll~litl 1141~V~1i x\\\
14 5 D/1M REPAIR JURI SDI GTI ONI1L 0 0 267 25 643 451 1094 I 1 \ \ } e e eee i\e i+, ~ e ee ~ , rr e eI1 1 rrr rrr? Ill! I i11 111 11 1111114111111 t \ e` e l 1 1 e e`, - , r, " 1 r ( r r I r r I I i III 1 4 l l 11 I 111 III 11 1 ~ \ 1 e \ e 1 1 ' 1 1 \ e ~ . ~ `_e.. ~ , / f , ` ? 1 + r rri rrr i r 1 1 t ri 111 111 !i 114 1141 1 1 1 1 e e ` i t \ \ I .'~_r / e I I r i i I I i t !4 i 1 e i l l + . ? 1 r ~ i r, \ e tl I f te') i 1 1 rlll111 4II I ,Ili III, lilt Il11tit1! tiIll~ItII1lll~i!l1i1I`ij\ it till \ \ \l\\
I i 1 e e t i 1 ~ r' ~ eee! I i? r" +te! i t f ?!rl 11114 II4 111 t ~ e 1 1 ' \ I I ? t ~ ` \ ` e , ^ e eeei 1 l rei gee II ? It I Ii 111\\ 111 J t/ 1 1 e I 1 e eel t t 11 I t ~ \ ,r ~ r- ~ ` ~ A, ~ e e e I e ~ 1 et I + ? ? ! ? r I I 141 11\ 111 \ ? \ t 1 e i r r- P` / \ e i t e t e e e 1 1 1 4 i 1 1 1!\ 1 1 1 I t l ~ r r r~ e e 1 e e l e l t l ! i 1 1 1 111 1 11 1 (\\\\~!,\\\`\\!\,111\`\\"\~\~L~,1{'!1`~\i\ 11 \ O`~~ 1
TpT/1L5 350 935 7766 295 27461 14937 42399 ? 1 / \ I I I 1 1 ' 111 1 1 I r r ? r` ~ / eeee t e 1e "tl eeeee 'tie/ I 1\eell 1 111 \111 14111 1111 ti ! I i t I 1 ' ell _ ~ '?rrlr 1 ' i _'',•f' ~ r/r-~__ e eye t ee e e'1 e1e1 It! t \\el\111 t \\111V111{IIII , , e ? \e 1 + 11 iI i r ; l 1 i ( r 1 i 1 e ' - i t r? r r l r ' ~ d r e ' ee e e' e r III e11`\ ell! 11 1 1 1 III ill ? \ 1 l s 1 e ` , r r i i i,. P - _ \ e e e e i t o 1 1 1 1\ 1 1 I I 1 1 1 1 1 ~`\~1i11iiii,liil'~\!! r llllf(t il!! 1' ,1 ~ ~ !1' it 1111, t 1 ItWll+i l tl ( it \ ~h tit liJill 1111111l/Hill !?1 iti i11 11t1 ! \ 4% `
TOTHL - JURI SDI GTI ON/~L I NGLUDI NG NETI.MIDS GHM11~..5 21738 ~ \ ! I 1 e 1 \ e i r? r? r l r, i / r r i ` r'-..~ \ e e e e ~ e? r t l e \ 1e1111 \ 1 1 1 1 ! f11i ??!r r I 1 \ r r r r r , / r e e 1 e e l t ti l e e` 11 v II N1 ! 1 1 I 1 ` 1 1 \ ~ r r ? r r r 1 r f, r . \ e a ee ee e\ e i\ 1 111 1 4 !!ll?I1 Ifl l I t t \ .r r r r l ~ r r r r ~ ,f \ e t le ele ei ee t \ e \ r i t r 1 ~ r- e e e eee e e`\ e 1 1 e 11 11 It ltl 111 ? r/ \ I I i 1 \ / _ i r 1 I I r r r r ' r e e e\ gel ee e ,+11 111 !1 N Il ? ? llf tl~/dill t!(Ii Irr/ (1!1{!1`1 'it ht lillits It 1 \ \ y ~ itllii// It ill lilt 1111 ttttllilIi \ 1 1 1 I I I i l l Ill l ilk kill 1! i, i\ 1~
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WATSON TRACT DATE DATE DECEMBER 27. 2006 WETLAND I MPACT MAP OF
LAND USE CONSULTANTS PLANNERS /LANDSCAPE DESIGNERS / SURVEY1 tVEYORS /ENGINEERS 12
GARTER ATLANTA, GA. PROJE :IROJEGT: 2006-011.001 3803 - B Computer Drive, Suite 104 Raleigh, N.C. 27609. Phone 919 / 781-0300. Fax 919 / 782-1288. Email 3 . Email [e-mail]
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