HomeMy WebLinkAbout20051967 Ver 1_401 Application_20051026•
Soil & Environmental Consultants, PA
11010 Raven Ridge Road • Raleigh, North Carolina 27614 • Phone: (919) 846-5900 • Fax: (919) 846-9467
www.SandEC.com
October 26, 2005
S&EC Project # 4433.w2
To: US Army Corps of Engineers
Raleigh Regulatory Field Office
Attn: Todd Tugwell
6508 Falls of the Neuse Rd.
Suite 120
Raleigh, NC 27615
N.C. Division of Water Quality
401 Oversight and Express Permits Unit
Attn: Cyndi Karoly
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604-2260
i
l
From: Sean Clark
Soil & Environmental Consultants, P.A.'t
11010 Raven Ridge Road,
Raleigh, NC 27614
Re: Waterstone Drive 2 0 5 1 9 6 7 t.
Hillsborough, NC NET ' Pt .; n .??+
On behalf of the applicant, the Town of Hillsborough, please find attached a complete application
and supplemental information requesting written concurrence from the U.S. Army Corps of
Engineers (USACE) that the activities proposed below may proceed under Nationwide Permit 14
and General Water Quality Certification 3404. Please contact me at (919) 846-5900 if you have
any questions or require additional information. In addition, please consider this application our
request for a no practical alternatives determination and Authorization Certificate for impacts to
riparian buffers protected under the Neuse Buffer Rule.
PRC)_II= `T CI IMMARV
Project Name Waterstone Drive
Project Type Secondary Road
Owner / Applicant Town of Hillsborough
Count Orange,
Nearest Town Hillsborough
Water Body Name UT to Cates Creek
Basin / Sub-basin Neuse 03-04-01
Index Number 27-2-8
Class C, NSW
IMPACT St IMMARY
Stream Impact (acres): 0.0345 ac
Wetland Impact acres : 0.0974 ac
Open Water Impact (acres): 0.0 ac
Total Impact to Waters of the U.S. (acres) 0.1319 ac
Total Stream Impact (linear feet): 660'
Total Impact to Buffers 60,915 ft
Attachments:
• Pre-construction Notification (PCN) Application
• Agent Authorization
• USGS Map
• Orange County Soil Survey Map j
• Overall Maps (2 sizes) ?-• Impact Maps (8 sheets)
Charlotte Office:
236 LePhillip Court, Suite C
Concord, NC 28025
Phone: (704) 720-9405
Fax: (704) 720-9406
Greensboro Office:
3817-E Lawndale Drive
Greensboro, NC 27455
Phone: (336) 540-8234
Fax: (336) 540-8235
Office Use Only: Form Version March 05
20051 967
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. 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 14
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: ?
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 aag+e Axea of
Environmental Concern (see the top of page 2 for further details !"Ch - =Rde '_3?
II. Applicant Information
J (;; i 2 4i 200,5
Owner/Applicant Information vVERAi' !?? ??iMw;l+iE s nNCH
Name: Town of Hillsborough
Mailing Address: Eric Peterson
P.O. Box 429
Hillsborough, NC 27278
Raleigh, NC 27612
Telephone Number: (919) 732-1270 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: Sean Clark
Company Affiliation: Soil & Environmental Consultants, PA
Mailing Address: 11010 Raven Ridge Road
Raleigh, NC 27614
Telephone Number: (919) 846-5900 Fax Number: (919)846-9467
E-mail Address: SClark@SandEC.com
Page I of 9
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: Waterstone Drive
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): 98732522100
4. Location
County: Orange Nearest Town: Hillsborough
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers/names, landmarks, etc.): The road corridor is
located immediately north of I-40 and will connect New Highway 86 to Old Hwy 86.
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): 36.0368 °N 79.0858 °W
6. Property size (acres): +/- 1 mile in length
7. Name of nearest receiving body of water: UT to Cates Creek
8. River Basin: Neuse
(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/mgps/.)
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 proposed corridor is primarily wooded. Property
surrounding the corridor is also primarily wooded, however residential subdivisions and
individual residential lots are also in the area.
Page 2 of 9
10. Describe the overall project in detail, including the type of equipment to be used: The
proposed project is the construction of a thoroughfare road. Heavy machinery typically used
for road construction will be used for this project.
11. Explain the purpose of the proposed work: The proposed road will provide an east-west
connection between old highway 86 and New Highway 86. Currently there is no such
connection other than using Highway 40 or Highway 85. 4
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. Mr. Todd Tugwell of the USACE visited the corridor and the
surrounding property on June 24, and July 25 2004 to make a jurisdictional determination as well
as stream calls within the proposed corridor. At this time it was determined that there would be
multiple projects within the reviewed property boundary. The first project is the road being
applied for with this application In addition to this project there is a commercial development a
residential development and an institutional site (community college site). On October 4, 2004 a
site meeting was held with DWQ to make stream determinations. On September 14, 2004 a
buffer meeting was conducted with Holly Rennell of Orange County to review the channel
features on the property. Ms. Rennell's determinations are reflected on the attached maps.
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.
No further permits should be required for this road corridor.
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.
?I
Page 3 of 9
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: The construction of Waterstone
Drive will result in impacts to jurisdictional features in four areas. Cumulative impacts will
total 660 LF of intermittent stream and 0.0974 acre of wetland imtact
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 Area of
Site Number Type of Impact (e.g., forested, marsh, 100-year Nearest Impact
(indicate on map) herbaceous, bog, etc.) Floodplain Stream (acres)
es/no linear feet
Impact 1 Permanent Road Fill Headwater Wetland No 0 0.0569
(herbaceous)
Impact 2 Permanent Road Fill Headwater Wetland
(herbaceous) No 0 0.0405
Total Wetland Impact (acres) 0.0974
3. List the total acreage (estimated) of all existing wetlands on the property: 0.0974 acre
within proposed easement
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 Perennial or Average Impact Area of
Number Stream Name Type of Impact Stream Width Length Impact
indicate on ma Intermittent? Before Impact linear feet acres
Impact 1 UT to Cates Creek Permanent Road Fill Intermittent +/- 2' 245 0.0112
Impact 2 UT to Cates Creek Permanent Road Fill Intermittent +/- 2' 0 0
Impact 3 UT to Cates Creek Permanent Road Fill Intermittent +/- 3' 183 0.0126
Impact 4 UT to Cates Creek Permanent Road Fill Intermittent +/-2' 232 0.0107
Total Stream Impact (by length and acreage) 660 0.0345
Page 4 of 9
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, floodin , drainage, bulkheads, etc.
Open Water Impact
Name
Wate Type of Waterbody Area of
Site Number Type of Impact (lake, pond, estuary, sound, bay, Impact
indicate on ma e)
applicable)
(if ap ocean, etc. acres
N/A N/A N/A N/A N/A
Total Open Water Impact (acres) N/A
6. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Im act acres): 0.0345
Wetland Impact acres): 0.0974
Open Water Impact acres): 0
Total Impact to Waters of the U.S. (acres) 0.1319
Total Stream Impact linear feet : 660 LF
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.
Although there are isolated wetlands in the area they have been avoided so that there
are no impacts to isolated features proposed.
8. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): N/A
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): N/A
Current land use in the vicinity of the pond: N/A
Size of watershed draining to pond: N/A Expected pond surface area: N/A
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 surrounding property
reviewed and delineated in order to avoid iurisdictional features to the maximum extent
practicable The road is needed to connect NC 86 to Old 86. Currently there is not a connection
Page 5 of 9
between these two roads within approximately 1-'h miles in either direction Either existing
route requires that Hwy 40 or Hwy 85 be used This road will provide a lower speed alternative
to the interstates. The proposed corridor was positioned so as to avoid, jurisdictional features
within the properties that were obtainable.
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
htip://h2o.enr.state.nc.us/ncwetlands/stnugide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
Perennial stream impacts were avoided and wetland impacts were avoided and minimized
as much as possible. Typically intermittent/unmitigatable streams do not require mitigations
so none is proposed. Likewise, typically wetland impacts that result in the loss of less than
1/10 acre do not require mitigation, so none has been proposed. If however wetland
mitigation is required the applicant proposes payment to the NC-EEP.
Page 6 of 9
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
(919) 715-0476 to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet): 0
Amount of buffer mitigation requested (square feet): 0
Amount of Riparian wetland mitigation requested (acres): 0
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 (919) 733-5083 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.
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 ?
Page 7 of 9
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.
m pact 1
Zone* Impact
s uare feet Multiplier Required
Mitigation
1 7,410 3 (2 for Catawba) N/A
2 6,825 1.5 N/A
Total 14,235 N/A
Impact 2
Zone* Impact
(square feet Multiplier Required
Mitigation
1 2,350 3 (2 for Catawba) N/A
2 3,250 1.5 N/A
Total 5,600 N/A
Impact 3
Zone* Impact
(square feet Multiplier Required
Mitigation
1 13,615 3 (2 for Catawba) 40,845
2 7,075 1.5 10,613
Total 20,690 51,458
Impact 4
Zone* Impact Multiplier Required
(square feet Mitigation
S
1 13,070 3 (2 for Catawba) 39,210
2 7,320 1.5 10,980
Total 20,390 50,190
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
XI.
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. The client proposes payment into NC-EEP to
satisfy the buffer mitigation requirements.
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. Although the impervious surface area for the
road will exceed 30%, typically stormwater devices are not required. Diffuse flow provisions are
Page 8 of 9
required and will be meet so that concentrated flow will not enter the buffers from stormwater
discharge off of the road.
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.
This project does not require sewer however most likely a sewer corridor will be placed
within the road's footprint
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Is this 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: This
project will connect two existing well-traveled roads which run perpendicular to two extremely
well traveled interstates Future development undoubtedly is planned in the surrounding areas
but is due to the existence of Interstates 40 and 85 and not as a result of this proposed road.
XV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 9 of 9
Mar 04 05 04:44p
02/22/2005 11:52 FAX
The Brough Law Firm (9191942-5742 p.2
fm 002
Environmental Consultants, PA
Road - Raleigh, North Carolina 27614 • Phone: (919) 846.5900 • Fax: (919) 846.9467
www.SandEC.com
AGENT AUTHORIZATION FORM
All Wanks To Bt: Filled In By The Rplicant
Name: Town of Hillsborough, North Carolina
Address: PO Box 429 borol.?c(b_, NC 27278
Phone: (919) 732-1270
Project Name/ Description: Waterstone Drive
Date: March 4, 2005
The Department of the Army
U.S. Army Corps of Engineers, Wilmington District
P.O. Box 1890
Wilmington, NC 28402
Attn:
Field Office:
Re: Wetlands Related Consulting end permitting
To Whom It May Concern:
I, the applicant, 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 4th - day of
March, 2005
This notification supersedes any previous correspondence concerning the agent for this project.
NOTICE: This authorization, br 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.isiting the site.
Town of Hillsborough
Print Applicant's Name App cant's Signature
Eric Peterson, Town Manager
cc: Mr. John Domey cc: Mr, Scan Clark
NCDENR - DWQ Soil 6r Environmental Consultants, PA
2321 Crabtree Boulevard
Raleigh, NC 27604
arintte Qrceost= Bice: Ilickw ot't M
236 LePhillir Coup, Suite C 3817-E Lnwndah Drive 622 Coon Mountain Lane
Conoortl, NC 28025 Greensboro. NC 27455 Taylorsvillc, NC 28681
Phone: (704) 720-9405 Phona: (336) 540-8234 Phone (828) 635-5820
Fox; (704) 720-9406 Fax: (336) 540-8235 Fan: (826) 635-5920
Figure 1
1111OVIUUY1 1, IVV UOUO UUdU L7, f IUUI
Project #: Scale:
4433.W1 1"=1,667' FI ure 2 - Soil Surve
Project Date: g y in Soil & Environmental Consultants, PA
Mgr.: SC 04/09/04 Location Map 11010 Raven Ridge Rd.- Raleigh, NC 27614
(919) 846-5900 - (919) 846-9467
Web Page: www.SandEC.com
County, NC
Impact 1 , ? '+ •\
i l 1X j` `
ZONE 1-BUFFER IMPACT = 7,410 81:
ZONE/2 BUFFER IMPACT = 6, A SF
STREAM CHANNEL IMPACT= 245 L?
. , WETLANDS'IMPACT = 2,480 SF,'
22
? I
i \ i + ?A
o
gam, r ??? ? \
0.
-
g - .._..--- ` - A, SHEET 19, o -- - - 4
v
0
"' nnP-04000
WATERSTONE NITHE JOHN R. MCADAMS
TMP04000-EXt 1 COMPANY, INC.
6y ""'$ 1-=40' MASTER PLAN INFRAMUCTURE "NN6?.sux fmRs
(/j DATL WEHANDS RAPACTEXWIT P.O. BOO(X'H1400005 CLIP 17709-4005
Q 05-27-05 (919) 361-5wo
x
® PR51ECr NO. TMP-04000
"f8N"""E'
WATERSTONE
THE JOHN R. McADAMS
? TMP04000-EX7 COMPANY, INC.
gam:
1 "=40'
1??iASTER PLAN INFRASIZtUC:TURE ENCtttEERS/PLINNEBS/SURVEYORS
a RESEARCH TRGNOLE PARE, NC
En DATE: DS IIVPA? F M? P.O. BOX 14005 ZIP 27709-4006
OS-27-OS (919) 351-5000
4
CL
?O
a_
X
® PROJLW NO. 1MP-04000
WATERSTONE
THE JOHN R. McADAMS
nLENUW: TMP04000-2X1 COMPANY, INC.
0 SCALE: to=40' MASTER PJAlr INFRASTRUCTURE
B8
nffO
REG?gH?IANNBB8AS
DATE:
?DS MACT EXHIBIT RESEARCH rxxuxcta PAB14 NC
Y, xc
P.O. BOX 14005 ZIP 27709-4005
OS-27-05 (919) 901-5000
/INV. IN -T 6)
84 0 f l k
cq, CONTRA¢TO TQ
/ l for CONFIRM W ( ??1
1 / / r 14 REPUIf?D
1 <0 001
y,/ i
r r r + ?+i
r r I I + r
' r r
I 1
r r + co
r r r I r ? ??\\ \??
i l r +
WATEiST N
r'
r \
/ it/
1''
If
/
\
v / / I
1 ?
rn , I \ I ? 1\
r
1 ? I
\ 1
1 I
1 1
\ 1
1 1
1 1
I 1
1? 1
1 1
1 1
1 ? 1
I 1 1 1 \ \
111j \
_ III \ \
iii \ \\
/ iii\\ \
iii It \
111 1 \
111 1
Irr \
1
It k
co
Off
\ ?? \
( \
I `
r
\
1\ 1 ?.
I
o
1 1 1 I
1 1 1 ? ?
1 1 ( (1
1\ 1 11 1 `? I. I ? \`\
I 1 j /I
ZONE 1 FFER IMPACT = 113,074 SF i I/ INV. OOT - 607.50'
ZONE BUFFER/IMPACT
? 7
320 SF CONTRACTOR N
I
,
,
S1M CHANNEL IMPACT 2 LFi
CONF
R
'
\
I
M 0.5
?\
?URIAL REQUIRED/ 1 `\
i
k\1 I
s Impact 4 \ I I I 1
1 1 I r
,
S 1
\
``> ``\? `` ` \ \ \ 1 I 1 1
OF 4
0
PROJECT NO. TMP-04000
® -
WATERSTONE THE JOHN R. McADAMS
11
? "'""""' TMP04000-EX1 COMPANY, INC.
y
!7 SOLE:
1"=40' MASTER PIA 11Yr i\L STRUV 1 URE ENCMEBRS/PT.ANNERS/SORVEYORS
y
nerE:
WETLANDS U"ACT EXHIBIT RESEARCH TRIANGLE PARR, NC
ZIP 27700-4005
P.O. BOX 1
05-27-05 6005
(919) 361-
CULVERT D2
654
652
650
648
^?i w
646
644
642
640
638 \
3
?0
636
c _
v
LL 634
g
632
o;
C)
0
0
rn 630 `-
rn
628
a
0
0
ZS 626
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280
a
L
C
SHEET 1 OF 4
RO TMP-04000
WATERSTONE THE JOHN R. McADA MS
MI
P04000-EXt COMPANY
INC.
V
1 "=40' MA=R PLAN INFRASMUCT M ,
ZES/PISURM
dNNERSA GRs
DATE:
MI ANDS R"ACT EXHIBIT RESURC
H TR
RESEARCH 7RGNGLE PARRKK, NC
, NC
P.O. 60x 14005 ZIP 27709-4005
05-27-05 (919) 901-5000
v
a
a-
2
a
PRaECr NO. TMP-04000
"NANr- TMP04000-EX1
SCALE: 1"=40'
DATE: 05-27-05
WATERSTONE
MASTER PLAN INFRASTRUCTURE
WE1LAMS II"ACT FUUM T
A THE JOIJN R. McADAMS
COMPANY, INC.
ENOINEERS/PLANNRRS/ffiMORS
RESEARCH TRIANCL6 PAS. NC
P.O. BOX 14005 ZIP rf;9'09-4005
(819) 361-6000
x
CULVERT B
630
628
626
N
624
0
622
c 2 LF •
4 RC
2
60 ® 1.92 ,
a
00
0
618
4m
1
0
O
rn 616
r
Cn
3
e- 614
(
W
Q
O
612
N 0 20 40 60 80 100 120 140 160 180 200 220 240 260 280
Z
W
C
SHEET 8 OF 4
0
PROJECT NO. TMP-04000
IN
WATERSTONE THE JOHN R. McADAMS
A
TMP04000-EX1
fl COMPANY, INC.
1 "=40-
t
l MASTER PLAN INFRASTRUCTURE ENGINEERS/PLANNERS/SURVEYORS
t
DATE:
WETLANDS H"ACT F?MIT RESEARCH TRMCLE PARK. NC
P.O. HOE 14005 ZIP 27709-4003
05-27-05 (919) 301-5000
CULVERT A
630
628
626
624
w
622
620
618
\ O
616 `t
614
612
610
608
606 1 L
641 1
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2E
SHEET 4 OF 4
PROJECT NO. TMP-04000
? n?enuJE:
®
WATERSTONE THE JOHN R. McADAMS
INC
A
P
NY
TMP04000-EX1 .
COM
A
,
gC 1°=40'
MASTER PLAN INFRASTRUCTURE ENGDMRS/PLANNERS/SURVEYORS
rn DATE:
?S IMPACT EXHIBIT RESEARCH 77IANCLE PARE. NC
P.O. BOX 14005 ZIP 27709-4005
05-27-05 (919) 361-5000
1 / ?.
I
?r.
-
\? ?,-i? Vii' ! ..r.'" ..? `'? _ '/ /?- / ?• //
? •?+ -L.??-?~?.? /yam. O O
< 0
?\ ± , J ct) Ln
o
LO
te)
m
10 o
o 0
0
to
•a u?
?r
"5
1
O
/ c/} U} TP _ _
(
( (
D .i .
O
O
r
?
Fj O
? O
??
VT
o a? n, rl 9
.: ;eJ
T "^•.......?.r'
u) d) O
O `? O
? rt1 ?
N 0 [?
O V}
U?
itt
f)
N
t) N
C ?
? M
y? M
Q) 4'
(Y G'
f
Q C)
O
?
? N
j
i
Z
J
U t
f
>,
Z +J
O
V a
J
Z
W ro
3
{
Z
O w
o
o
a
o
°
Z
W
?
J
O
N U
U
z )
t.
j 1 ~ ~ `
1 ~ ~ i ~ ~ 1 . 1 ~ ~
i i ` l I I i ~ ~ .y-- ~ ~ ~ i r ~
~ 1 ,1 i ~ 1 ,
t ~ / , ~ ...............r~..~--s........ _ ; ; i
! ~ 1 i / ;T ~ J; /
1, ll 1 ~ ~ ; ~ %i ~
1 i 1 i ~ 1 4 ® 1 1 I ,
~ ~ ~ 6 1 I 0 ~ } ~ ~ ~ A ~ ~ j / J /
I~ ~ ~ / i~
/ ii ~ f _ ~ I
` 1
1, t 1 1 ~ , ~1 4/ / / I
1 1 1 ~ ~ - - - - --i--- - } "i 1 / ~
~ , ~ ~ . l_..- ~ ; ;
/ r l' ~ ' ~ ~ ~
' i 1 - I ~ ~ i ~ ;
/ i / i~ i " i
1 i! - l 1 1< i, ' / x,
' J i , I
iJ j -
~ ~ ~ i C. I r 1 J
1 _ ~ / ~f~
1 ~ i' r - ~ ,
- - I ` i - ~ - - r' i I i - . ~ ~
} L I ~ ~ , 'V ~ , ; _ - ,
, . ~ ~ ~ ~ ,
I 1 I ~ ~ _ _ ~
I ~ ~r i ~ ~ 1 I
1 v.
1 \ t „ ~ ~ ~ i ~ r ~
I
1
I 1 11 1 / \ I a - ~ 1 / ~ _ . ® 1 1 i' 'il i ~ / ~
1 1 1 / ,r% I -r ,
..i ; ~ 1 I ~
- ~ 1
l 1. ~ j S :1t 1 ~ , -y-- I
% i 'I !
J .i i i ~ r
v~ ~ 1, ~ ~ - ~ tl I 1
i . 1 I / ,t
1 1 1 - ~ ~ ~ / ~
i i' i 1 ~ I 1 f
1~ i ' ~ I t 1~,
1 . 1 1 I 1 ~4 ~ _ i i ~ ~ ~
\ ~ .
' ~ i' i
l ' i % / I ~ ~ - ~ - -
- , ~ ~ I ' / I t 1
i , ~ ~ . , ~ ~ ~--r---~ ,
D i i~ ~ ~ ~ ~ I ~ i \ r
I o ~ ~ I
~ ~I ~ I ~ ~ i ~ ; i , . ~ I ~`i
\ I.
~ 1 = _ _ \
~ ~
~ r. \ it \ ~ - I' . ~ . - : , ~ ~ ~ ~
~ j ;
'~V 1` i i r ~ ! /
- Vim.
_
\ ~1 ~ ~ ~ ~ ~
~ ~ ~ i i I,•~, l
~ ~ 3 ~
~ ~ '1 ~I \ ~i % ' ~ ~ 1 t
\
~ ,i i l i ~ ~ /
r--~ ~ ~ 1 ~ 1,
\
\i ~ \ . / ; (
; it \ f ~
~ l r- , 0
{ I I \ ~ 1\
~ ~ . O \ \ ~ ` ~-'1 ~ i -
~ ~ \ - \ ~ ~
0 '1 I ~ ~ . ~ ~ ~ ~ i
GRAPHIC SCALE _
1 " = 200 ~ lam/ - - I ' , ~
i ~ ~
200 0 200 400 ` j r / / / J/ 4 I i , i
/ ~l i ~ J
-
b~~~~
I ~ I' ~ , t r 1 - -
\
~ I ~ I I \ ~ . n Ll ~ \ . ~ \ \ ~
I i 1 I ` ~ - ~ r ~ , f 1 i r
~ I is % ) ? J ; I; ~ ~ r;
~ i _ ..L_... 1 1 I '1 ~
f ~ \r I t 1, ~
rE I I ~ II 6 t~ `i r i/
~t 11 1 %J I 11 t ~ ` I I ~ I I ~ I i~/ j
P: 1 t~ f I~ n I I ~I i i . / / / / i i ' J
i I;
fl 1 \ 1 . j ~ r , 1 s, ~ ` _ j--~., - - -//ice ; ~ 'Vi'i
-
~ I \ - \ I I ~ ~ I , ~ l~ ' "`ate, i ~ ~ i t ; I i i- ~
1 ~ ~ 1 - I , ~ - I I - _ - - - - - - - - -
r i i ~ _
~ t'•• - ~ ; - ~ r ~ p ~ 1 J . ~ , 1 r i / / - I " ~r~ ~ , ~ ~ , 'l i
i r _ ; / I I ~
I r ~ ~ I ;
~ l ~ /;;'"//i~
\ ^ i .
r r r r.........r.... - r '
~ t. i ~ ~ ~ - i ~ i
I i t I r . r _ ~ - ~ I - ~ ~ l ~ . - r' I , ~ r
~ _ ~ - ~ ~ r ~ ;
I _ f ' _ \ I ; I ~ ~ ~
1 ~ ' r .r •ti _ ~ ~ ~ ~ A ~ ~ ~
~ ~ i ~
i ~ ~ I l ) ~ r I
i' ~ I i f'- ~ ~ r' l
'1, I ; I r i i ~ , ~
z ~ 1, ~ I _ ~ r ~ I r'~ : ~ i r " ' ~
S I 1 _..r~ = I ~ ~ I - % ( ~ ; - I~ ~
I ~
t 1 ~ I ;t ~ i
~ , 1 - I ~ ~ I ~ i ~
I~ t~ tl ~ - 1~ ~ 1
I ~ 1 l i . I I t 1 •V ~ / i. ~ / 1 ~ ,
t i ~ 1
~ I 1 1 r' i 'i i `
I \ `~1 ~ / ~ ~J i 1 i r \
~ ` ( ~ . 1 j _ '
~ - i I ~ '~~L .l 1
I l , . i L / I ~ ~ ! ~ I Jf
I i 1 ~ S ~ I I I r t
I I) I I rJ~ r ~ ~
1 I I ~ - I / i ~ / I I ~ ` i ~ 4 1` f 1,~\
~ 4 ~ f ; \ ~ I 111 i ~ `1'~ ,
1 . I ~,i ~ i ~ ~ ~ ~-,1
r I ~ , ~ ~ ~ ~ i --1- - -i ~ I ='c - I I~ .
r ~ ( t l 1 I
~ ~ i \ ~ ~ 1
11 • 1
p ;f' / i ~ I 11` j X1'1 \ ~ \ 1\ I 1 I
//c I I ~ ~ II I~ \ \
~"V 1 ,,,r` I o ~ 'r,l 1 ~
, ~ ' I 1 1 1 \ 1\ t ~ . • ~ I r..,. ~
I
5 ~.1 ~ I ~ 1 - !l ~
1 ~ n I t - I. , . 7 . , I .1. , . - 1
1\
` I ~ rr 1, ~ ~
i - - 1 ~ r ~ / ~ ~l ~ ~ j i I \ 1`, 1 I~
1" 0 i i r ~ 1
• I ~ ~ ~ 1'11 ~ 1 - i 11,11,._ r 1 1
+ tt ~ ,,,i I i ~ ~
LJ ~ t\ ~ i' ~ ' ~ \ ~ ~i;,/
1 r, , I; i ~ ~ 5,
~ \ ~ ~ ~ ~i . ~ ~ 1
_ t i i I ~ ~ l~ , ~ i i ; r ; i ~ ~ 1, i
. ,
~ : " I , ,
i 1 ~ \ , ~ . ~ 11 1 -
i ~ ~ ~ ; ~ ~ I~ t ~ X111 ~ 1 ; ~ l i ~ '1 •1 ~ v I l \ ~ i e _ ~ ~ ~ 1 l j
~ rte.: ;1 ~ A ~ ! ! r
~ O ~ ' 1 - ; J , \
\ \ ~ 1 `1, ;1, ~
C ~ I ` ~ I
GRAPHIC SCALE 0 ~ _ ~ i ~ I ; ~ ~ ~ " % `1~~ I". 1
1 - 200 \ '
' ~ ~ / ~ ~ it
200 o zoo ~ , ~ \ , i ~ . ~ i1 ~ 1 e ® ~ 0'; ~ - ~ r ~ ~ r r ~ ~ '1~ ~ I ~ - , ,
? i' r \ ~ r 11~ ~ 1 r-~ e l ~ r ' ~ ~ ~
\ • > ~ 1~
b'~~?^~
_ - _ - ~