20051953 Ver 1_Complete File_20051026

' Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
`i .
Alan W. Klimek, P.E. Director .
Division of Water Quality

Division of Water Quality
Department of Environmental and Natural Resources
401 Oversight/Express Review, Program Development and

Transportation Permitting Units

Street Address: 2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604-2260

Mailing Address: 1650 Mail Service Center
Raleigh, NC 27699-1650
Contact Information: Phone [phone]
Fax [phone]
Z

C: Fag 1. /
To:
• Date: 3 I J v
Company.
.
47, ivIll
From: ' u
Number of pages including cover sheet:-
Notes or special instructions:

ne
N1' Caro
Division of Water ??u~llr~~y
Quality, Wetlands and Stotmwater Branch
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone]/ FAX [phone] / Internet: hn://h2a enr.state nc.ushrcwetlands
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper

~0F WA T F90 Michael F. Easley, Governor
G William G. Ross Jr., Secretary
r North Carolina Department of Environment and Natural Resources
p Alan W. Klimek, P.E. Director
Division of Water Quality

March 14, 2006

DWQ Project # 05-1953
Wake County
Mr. Kevin Cochran
Baylan Development
410 N. Boylan Avenue, Suite # 138
Raleigh, NC.27603
Subject Property: Main Street Square

APPROVAL OF STORMWATER MANAGEMENT PLAN
Dear Mr. Cochran:

On February 16, 2006, the Division of Water Quality (DWQ) received the revised storm water
management plan prepared by your engineer, Mr. Marty D. Bizzell, of Bass, Nixon & Kennedy Inc. This
Plan has been reviewed and satisfies the storm water management conditions of the 401 Water Quality
Certification issued on October 26, 2005. ,
The structural storm water practices as approved by DWQ as well as drainage patterns must be
maintained in perpetuity. No changes to the structural storm water practices shall be made without
written authorization from the Division of Water Quality. Storm water easements shall be recorded_ for a
distance of at least 10 feet on each side of all storm water conveyances on all lots containing these
structures including future access for maintenance. The storm water easements shall allow for the ability
to maintain the structures, perform corrective actions as described above and shall provide protection of
the structures from potential alternations by future property owners.

This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act. If you have any questions, please telephone Mr. Samuel A. Aghimien at 919-733-3574.
Sincerely,

Cyndi B. Karoly
DWQ, 401 Oversight/Express Permitting Unit
CBK/Saa
cc: DWQ Raleigh Regional Office
USACE Raleigh Regulatory Field Office
File Copy
Central Files
Marty D. Bizzell, B.N&K Inc, 10405-E Ligon Mill Road, Wake Forest, NC. 27587

Filename: 05-1953 Main Street Square BMP approval, 3-14-06
None Carolina
401 Oversight/Express Review Permitting Unit
fllClll~lf
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone]/ FAX [phone]/ Internet: http://h2o,enr.state.nc.us/ncwetiands
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper

SENDING CONFIRMATION

DATE MAR-15-2006 WED 08:19
NAME DWQ-WETLANDS
TEL [phone]

PHONE : [phone]
PAGES : 2/2
START TIME : MAR-15 08:18
ELAPSED TIME : 00'4411
MODE : ECM
RESULTS : OK
FIRST PAGE OF RECENT DOCUMENT TRANSMITTED...

-J. wP~r Mkb" P. ark,, U-
%zh,.Q pow Jr., S.-'y
,;-IC-h. D,,. of Orvhlamm AN.."ptroLL'+..
y A] W. kh-L FA L~
-t 0-i-tw-0r.hy
Division of Water Quality
Department of Environmental and Natural Resources
401 0vcrsight(Ezpress Review, Program Development and
Transportation Permitting Units
Street Address: 2321 Crabtree Boulevard, Suite 250
RaleiyNC 27604-2260
ptalliwn Addr~t: 1650 Mall scmice Cuter
Ralcirr% NC 27699-1650
Contact Information: Phone k 919-733.1786
Fa:c 4: 919-733fi893
C _ ~ 1
To.
Company. / Date:
Erolu:
Number of pages including cover sheet: Z
Notes or spct:inl instructions:

olwwr ~r aa•,a o..hy, wew...a cm~v.rn eab
167 Mdl 9w..n riq.p.yaR1~ A~nb CLar~ I1G99•lCva
:j:l aM1N~m p~lw9. v..r i9), R.bLLb. Ncr~L O»m SIaJq
Yhcs 919!11.11Eb/TA:C 9:9-',bdFl/lm®s`.._. • ~enlyL
/'^T~ad p,y„oep/wn.rA.e AcLL.G.WT~-s Tia wry.l.enf+»ruw Cm..n. tYyn

Iinpacts ti,!, g ) t o n Affiltions Event: j Insp'cions Commrnl ` History
Detailst Dete „2-..... P Tit ur._c fi _ Crccs RO-'
Project Number: 20051953 Version: 1 Status: Issued Last ActionDesc: Project Issued
'Project Name: Main Street Square clo Boylan Development 'Project Type: Other
Project Desc: multi-family residential, commercial-retail development
'Owner: Cochran, Kevin Details...
'Received From: Applicant COE ID: 200520531 'Primary County: Wake.
_
DOTTIP: 'AdminRegion: Raleigh
Received Db 1012112 - 00 5 Reviewer: (fmike horan
Issued Dt. IC12612005
•Secondary County _1
Statutory Dt: 1212012005 -
CAMA NEPA I SEPA Received Dt
DCM Once: SVV Plan Received Db
COE Orrice: Sleigh Regulatory Field Office SW Plan Approved Dt: Public Notice Published Dt:
Last Updated By laurie.dennison SW Plan Location: Public Notice Received Dt: -
Last Updated On: 1 012 612 0 0 5 Sewage Disposal. RN. Comment Period Ends Db
Back Close
n..,. Pni

BASS, NIXON & KENNEDY, INC., CONSULTING ENGINEERS
10405-E LIGON MILL ROAD, WAKE FOREST, NC. 27587
919/851-4422 o FAX [phone]

STORMWATER OPERATIONS AND MAINTENANCE MANUAL AND BUDGET

MAIN STREET SQUARE PLANNED UNIT DEVELOPMENT
Holly Springs, North Carolina

Responsible Party: MSS Development, LLC 9~3
Raleigh, North Carolina

1. Background

The stormwater control measures serving the above referenced property consists
of underground RCP pipe, with associated yard inlets, catch basins, etc.
designed to accommodate site runoff produced by a 10-year storm as shown on
plans prepared by Bass, Nixon and Kennedy, Inc., entitiled "Main Street Square
Planned Unit Development" dated 12-29-05. To bring the site under full
compliance with the Neuse River Basin Riparian Buffer Regulations, however, six
(6) pre-formed scour holes and one (1) level spreader were designed to achieve
diffuse flow into the riparian buffer. The detailed dimensions of the Best
Management Practices (BMP's) are as follows:

PRE-FORMED SCOUR HOLES (6):

• (6) Pre-formed Scour Holes
Y Max. depth = 1.0'
• Max. bottom width = 4.5' (n1
• Apron Width = 4.0' B
FEB 1 6 2006
LEVEL SPREADERS (1)
• Length = 129 LF DENR - WATER QUALTY
S,ETMDS 1AD STOMMATER BRANCH

2. MAINTENANCE AND INSPECTION SCHEDULE

General

A. During each inspection of the stormwater drainage system, the attached
checklist shall be completed and filed with other maintenance records for
the basin.
B. All components, devices and structures of the stormwater drainage
system shall be maintained in proper working condition at all times. Repair
and replacement of components shall meet the original design
specifications. Structural integrity of all stormwater structures shall be

maintained at all times. Visual warning signs, such as excessive wetness
or vegetation, which is lush and darker green may be a sign of structural
problems and should be inspected immediately.

3. OPERATIONS AND RECORD KEEPING

During each inspection of the stormwater drainage system, the attached
checklist shall be completed and filed with other maintenance records for
the basin.

A. Monthly, or after each rainfall event of 0.5" or more, whichever
comes first

1. Remove all accumulated litter and debris from the
stormwater drainage system basins and grates.

2. Inspect pre-formed scour holes below storm drain outlets
that discharge into open space areas. Repair or replace any
displaced & damaged riprap by adding larger diameter
stones to the apron or by using concrete slurry to bind
smaller stones together so as to increase their effective size
and weight. Rip-rap may need replacing after 10 years or on
an as-need basis, which ever occurs first.
3. Vegetation in level spreaders shall be mowed as necessary
to maintain a height of less than eight (8) inches.

B. Quarterly

1. Thoroughly inspect the stormwater drainage system for
proper functioning. Clear accumulated sediment and trash
from basin grates and inverts, and check piping for
obstructions. Accumulated sediment should be removed at
such time sediment levels reach six (6) inches. A
measurement of 24" or less shall determine that sediment
should be removed from the structure. Manual labor will be
required to remove sediment from the structure. The
structure may be accessed from one of two manhole access
points. Sediment removal shall be required as necessary
and may occur more often than quarterly.

2. Repair any broken pipes, grated inlets, catch basins, etc.

3. Riprap shall be inspected for accumulation of sediment,
weeds and other foreign matter. Any and all deficiencies
shall be repaired or replaced.

4. Perform all required maintenance for the Monthly inspection.

2

C. Semi-Annually

1. Remove all accumulated sediment from basin inverts
and pipe inverts.
2. Perform all required maintenance for the Quarterly
inspection.

D. Annually

1. The Stormwater Drainage System shall be thoroughly
inspected once a year by a qualified North Carolina
Registered Professional Engineer, Registered Landscape
Architect or Registered Professional Land Surveyor. This
inspection is required by the City of Raleigh, and a report is
due on the date that as-built drawings are certified by the
City. A copy of the annual inspection and maintenance
records shall be submitted to the City of Raleigh Inspections
department in accordance with the City of Raleigh Code
Section 10-9028.
2. Visually inspect pipes for proper alignment, sagging,
elongation & displacement of joints, cracks, leaks, surface
wear and blockage. Most problems occur at the joints where
gaps develop from settlement or elongation & loss of joint
sealant / filler material. Pipes should also be checked for
signs of water seeping along their exterior surface. A
depression in the soil surface over the pipe may be a sign
that soil is being washed around the pipe. Effective repair of
the internal surface or joint of a conduit is often difficult, even
hazardous, and should not be attempted without appropriate
professional supervision.

3. Perform all required maintenance for the Semi-Annual
inspection.

Insurance

Insurance to be maintained by the Association. The following insurance
coverage shall be maintained in full force and effect by the Association:
Public liability [in any amount not less than one million dollars] and property
damage insurance [of not less than eighty percent (80%) of the replacements
cost in such form] as shall be required by the Association.

3

4. ESTIMATED ANNUAL MAINTENANCE BUDGET:

A. Drainage system inspection $ 500.00
B. Maintenance of Level Spreaders (includes debris removal) $ 500.00
C. Maintenance of Pre-formed Scour Holes (includes debris removal) $ 400.00
D. Sediment removal from stormwater drainage system $ 500.00
(includes debris removal)
Total: $ 11900.00

Prepared by: Bass, Nixon & Kennedy, Inc.
10405-E Ligon Mill Road
Wake Forest North Carolina 27587
919 851-4422
Dated: February 2006

4

Main Street Square - Planned Unit Development
Holly Springs, North Carolina

Date: Time:
Inspector(s):

Inspection: Monthly Quarterly Semi-Annual Annual

Stormwater Collection System

C C U
n n
m
v Items Inspected Observations condition, Deficiencies, etc. g
Debris / Sediment
,Improper Alignment
Joint Deterioration / Failure
Undermining / Piping
Broken Grates, etc.
Seepage / Wetness
Rip-Rap Apron
Other
General Comments, Sketches & Field Measurements

Add Additional Sheets if Needed

'1

Main Street Square - Planned Unit Development
Holly Springs, North Carolina

Date: Time:

Inspector(s):
Inspection: Monthly Quarterly Semi-Annual Annual

Vegetated Areas
ca
` v
0 .2)
U C 0 C
N d d
U Items Inspected Observations condition, Deficiencies, etc. ~ ~ g -'c
Debris / Sediment
.Slope Erosion /vegetative Failure
-Seepage / Wetness
Bare or Denuded Areas
Weeds / Brush
Grass Height
Other
General Comments, Sketches & Field Measurements

Add Additional Sheets if Needed

2

Main Street Square - Planned Unit Development
Holly Springs, North Carolina

For Annual Inspection Report

I certify that the BMPs, stormwater management facilities, and open space areas
referenced in this document have been maintained in conformance with the approved
stormwater management plan and maintenance manual. This certification is made based
on personal observation of the site and review of the maintenance records.

Signed Date:

(seal)

Note:
Must be signed, sealed and dated by a North Carolina Registered Professional Engineer,
Registered Landscape Architect or Profession Land Surveyor.

3

SEEDBED PREPARATION FOR OPEN SPACE AREAS

1. Chisel compacted areas and spread topsoil 3 inches deep over adverse soil
conditions, if available.

2. Rip the entire area to 6 inches depth.

3. Remove all loose rock, roots, and other obstructions leaving surface reasonably
smooth and uniform.

4. Apply agricultural lime, fertilizer and superphosphate uniformly and mix with soil (see
below*)

5. Continue tillage until a well-pulverized, firm, reasonably uniform seedbed is prepared
4 to 6 inches deep.

6. Seed on a freshly prepared seedbed and cover seed lightly with seeding equipment
or cultipack after seeding.

7. Mulch immediately after seeding and anchor mulch.

8. Inspect all seeded areas and make necessary repairs or reseedings within the
planting season, if possible. If stand should be over 60% damaged, reestablish
following original lime, fertilizer and seeding rates.

*Apply: Agricultural limestone - 3 tons/acre
Fertilizer- 10-10-10 analysis at 800-1,000 Ibs.acre
Superphosphate - 500 lbs./acre of 20% analysis superphosphate
Mulch - 2 tons (approx. 80 bales) small grain straw/acre
Anchor - tack with liquid asphalt at 400 gallons/acre or emulsified asphalt at
300 gallons/acre

RESEEDING SCHEDULE FOR OPEN SPACE AREAS
IY12E PI ANTING RATE

Tall Fescue and 7 Lbs./1,000 SF
Abruzzi Rye as a Mixture 1 Lbs./1,000 SF

FERTILIZATION SCHEDULE FOR MAINTENANCE OF
OPEN SPACE AREAS

1. Fertilize lawns twice per year: February 15 - March 15 and again September 1 -
October 31st at the following rates:
10-10-10 @ 800 Ibs/acre
Lime @ 3 tons/acre

DWQ Project No
DIVISION OF WATER QUALITY- LEVEL SPREADER WORKSHEET

1. PROJECT INFORMATION (please complete the following information)
Project Name: Main Street Square - Planned Unit Development
Contact Person: Marty D. Biaell
Level Spreader ID: 1 Phone Number: 919-256-3600
Level Spreader Length 129 ft. (perpendicular to flow)
Drainage Area 1.77 ac. (on-site and off-site drainage to the level spreader)
Impervious Area 1.30 ac. (on-site and off-site drainage to the level spreader)
Maximum Filter Strip/Buffer N/A % (6% for forested, leaf little cover, 8% for thick ground cover
Slope grass
Max. Discharge from a 10 Year Storm 9.97 cfs
Max. Discharge to Level Spreader 9.97 cfs
Filter Strip/buffer Vegetation N/A (thick ground cover or grass, canopied forest with leaf litter
groundcover)
Pre-treatment or Bypass Method N/A
II. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. if a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes a
worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed drainage
plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for additional
information and will substantially delay final review and approval of the project.
Applicants Initials
MDB Level spreader is at least 13 inches per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
N/A Pre-Form Scour Holes are on flat slopes only
MDB No structures are located in protected buffers'
If bypass method specified I the Draft Level Spreader Design Option Document:
N/A Bypass method is specified (if applicable) and plan details and calculations are provided
N/A Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge
N/A No structures are located in protected buffers
N/A Plan details for the bypass and outlets are provided
N/A The operation and maintenance agreement includes annual erosion and vegetation repair
N/A The operation and maintenance agreement signed and notarized by the responsibility party is provided
'Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.

DWQ Project No

DIVISION OF WATER QUALITY- LEVEL SPREADER WORKSHEET

1. PROJECT INFORMATION (please complete the following information)
Project Name: Main Street Square - Planned Unit Development
Contact Person: Marty D. Biaell
Level Spreader ID: Pre-Formed Scour Hole 1 Phone Number: 919-851-4422
Level Spreader Length N/A ft. (perpendicular to flow)
Drainage Area 2.15 ac. (on-site and off-site drainage to the level spreader)
Impervious Area 1.60 ac. (on-site and off-site drainage to the level spreader)
Maximum Filter Strip/Buffer N/A % (6% for forested, leaf little cover, 8% for thick ground cover
Slope grass
Max. Discharge from a 10 Year Storm 10.64 cfs
Max. Discharge to Level Spreader (Pre-formed Scour Hole) 10.64 cfs
Filter Strip/buffer Vegetation N/A (thick ground cover or grass, canopied forest with leaf litter
groundcover)
Pre-treatment or Bypass Method N/A
II. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes a
worksheet for each BMP, design calculations, plans and specifications shouting all BMPs and outlet structure details, a detailed drainage
plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for additional
information and will substantially delay final review and approval of the project.
Applicants Initials
N/A Level spreader is at least 13 inches per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
MDB Pre-Form Scour Holes are on flat slopes only
MDB No structures are located in protected buffers'
If bypass method specified I the Draft Level Spreader Design Option Document:
N/A Bypass method is specified (if applicable) and plan details and calculations are provided
N/A Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge
N/A No structures are located in protected buffers
N/A Plan details for the bypass and outlets are provided
N/A The operation and maintenance agreement includes annual erosion and vegetation repair
N/A The operation and maintenance agreement signed and notarized by the responsibility party is provided
'Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.

DWQ Project No

DIVISION OF WATER QUALITY- LEVEL SPREADER WORKSHEET

1. PROJECT INFORMATION (please complete the following information)
Project Name: Main Street Square - Planned Unit Development
Contact Person: Marty D. Bizzell
Level Spreader ID: Pre-Formed Scour Hole 2 Phone Number: 919-851-4422
Level Spreader Length N/A ft. (perpendicular to flow)
Drainage Area 1.81 ac. (on-site and off-site drainage to the level spreader)
Impervious Area 1.26 ac. (on-site and off-site drainage to the level spreader)
Maximum Filter Strip/Buffer N/A % (6% for forested, leaf little cover, 8% for thick ground cover
Slope grass
Max. Discharge from a 10 Year Storm 10.71 cfs
Max. Discharge to Level Spreader (Pre-formed Scour Hole) 10.64 cfs
Filter Strip/buffer Vegetation N/A (thick ground cover or grass, canopied forest with leaf litter
groundcover)
Pre-treatment or Bypass Method N/A
II. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. /f a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes a
worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed drainage
plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for additional
information and will substantially delay final review and approval of the project.
Applicants Initials
N/A Level spreader is at least 13 inches per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
MDB Pre-Form Scour Holes are on flat slopes only
MDB No structures are located in protected buffers'
If bypass method specified I the Draft Level Spreader Design Option Document:
N/A Bypass method is specified (if applicable) and plan details and calculations are provided
N/A Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge
N/A No structures are located in protected buffers
N/A Plan details for the bypass and outlets are provided
N/A The operation and maintenance agreement includes annual erosion and vegetation repair
N/A The operation and maintenance agreement signed and notarized by the responsibility party is provided
'Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.

DWQ Project No

DIVISION OF WATER QUALITY- LEVEL SPREADER WORKSHEET

1. PROJECT INFORMATION (please complete the following information)
Project Name: Main Street Square - Planned Unit Development
Contact Person: Marty D. Bizzell
Level Spreader ID: Pre-Formed Scour Hole 3 Phone Number: 919-851-4422
Level Spreader Length N/A ft. (perpendicular to flow)
Drainage Area 1.81 ac. (on-site and off-site drainage to the level spreader)
Impervious Area 1.26 ac. (on-site and off-site drainage to the level spreader)
Maximum Filter Strip/Buffer N/A % (6% for forested, leaf little cover, 8% for thick ground cover
Slope grass
Max. Discharge from a 10 Year Storm 10.71 cfs
Max. Discharge to Level Spreader (Pre-formed Scour Hole) 10.64 cfs
Filter Strip/buffer Vegetation N/A (thick ground cover or grass, canopied forest with leaf litter
groundcover)
Pre-treatment or Bypass Method N/A
II. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. /f a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes a
worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed drainage
plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for additional
information and will substantially delay final review and approval of the project.
Applicants Initials
N/A Level spreader is at least 13 inches per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
MDB Pre-Form Scour Holes are on flat slopes only
MDB No structures are located in protected buffers'
If bypass method specified I the Draft Level Spreader Design Option Document:
N/A Bypass method is specified (if applicable) and plan details and calculations are provided
N/A Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge
N/A No structures are located in protected buffers
N/A Plan details for the bypass and outlets are provided
N/A The operation and maintenance agreement includes annual erosion and vegetation repair
N/A The operation and maintenance agreement signed and notarized by the responsibility party is provided
'Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.

DWQ Project No

DIVISION OF WATER QUALITY- LEVEL SPREADER WORKSHEET

1. PROJECT INFORMATION (please complete the following information)
Project Name: Main Street Square - Planned Unit Development
Contact Person: Marty D. Bizzell
Level Spreader ID: Pre-Formed Scour Hole 4 Phone Number: 919-851-4422
Level Spreader Length N/A ft. (perpendicular to flow)
Drainage Area 1.81 ac. (on-site and off-site drainage to the level spreader)
Impervious Area 1.26 ac. (on-site and off-site drainage to the level spreader)
Maximum Filter Strip/Buffer N/A % (6% for forested, leaf little cover, 8% for thick ground cover
Slope grass
Max. Discharge from a 10 Year Storm 10.71 cfs
Max. Discharge to Level Spreader (Pre-formed Scour Hole) 10.64 cfs
Filter Strip/buffer Vegetation N/A (thick ground cover or grass, canopied forest with leaf litter
groundcover)
Pre-treatment or Bypass Method N/A
II. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes a
worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed drainage
plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for additional
information and will substantially delay final review and approval of the project.
Applicants Initials
N/A Level spreader is at least 13 inches per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
MDB Pre-Form Scour Holes are on flat slopes only
MDB No structures are located in protected buffers'
If bypass method specified I the Draft Level Spreader Design Option Document:
N/A Bypass method is specified (if applicable) and plan details and calculations are provided
N/A Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge
N/A No structures are located in protected buffers
N/A Plan details for the bypass and outlets are provided
N/A The operation and maintenance agreement includes annual erosion and vegetation repair
N/A The operation and maintenance agreement signed and notarized by the responsibility party is provided
"Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.

DWQ Project No
DIVISION OF WATER QUALITY- LEVEL SPREADER WORKSHEET

1. PROJECT INFORMATION (please complete the following information)
Project Name: Main Street Square - Planned Unit Development
Contact Person: Marty D. Bizzell
Level Spreader ID: Pre-Formed Scour Hole 5 Phone Number: 919-851-4422
Level Spreader Length N/A ft. (perpendicular to flow)
Drainage Area 1.77 ac. (on-site and off-site drainage to the level spreader)
Impervious Area 1.30 ac. (on-site and off-site drainage to the level spreader)
Maximum Filter Strip/Buffer N/A % (6% for forested, leaf little cover, 8% for thick ground cover
Slope grass
Max. Discharge from a 10 Year Storm 9.97 cfs
Max. Discharge to Level Spreader (Pre-formed Scour Hole) 9.97 cfs
Filter Strip/buffer Vegetation N/A (thick ground cover or grass, canopied forest with leaf litter
groundcover)
Pre-treatment or Bypass Method N/A
II. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes a
worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed drainage
plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for additional
information and will substantially delay final review and approval of the project.
Applicants Initials
N/A Level spreader is at least 13 inches per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
MDB Pre-Form Scour Holes are on flat slopes only
MOB No structures are located in protected buffers'
If bypass method specified I the Draft Level Spreader Design Option Document:
N/A Bypass method is specified (if applicable) and plan details and calculations are provided
N/A Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge
N/A No structures are located in protected buffers
N/A Plan details for the bypass and outlets are provided
N/A The operation and maintenance agreement includes annual erosion and vegetation repair
N/A The operation and maintenance agreement signed and notarized by the responsibility party is provided
'Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.

DWQ Project No

DIVISION OF WATER QUALITY- LEVEL SPREADER WORKSHEET

1. PROJECT INFORMATION (please complete the following information)
Project Name: Main Street Square - Planned Unit Development
Contact Person: Marty D. Bizzell
Level Spreader ID: Pre-Formed Scour Hole 6 Phone Number: 919-851-4422
Level Spreader Length N/A ft. (perpendicular to flow)
Drainage Area 2.07 ac. (on-site and off-site drainage to the level spreader)
Impervious Area 1.45 ac. (on-site and off-site drainage to the level spreader)
Maximum Filter Strip/Buffer N/A % (6% for forested, leaf little cover, 8% for thick ground cover
Slope grass
Max. Discharge from a 10 Year Storm 9.57 cfs
Max. Discharge to Level Spreader (Pre-formed Scour Hole) 9.57 cfs
Filter Strip/buffer Vegetation N/A (thick ground cover or grass, canopied forest with leaf litter
groundcover)
Pre-treatment or Bypass Method N/A
II. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. if a
requkemenl has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes a
worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed drainage
plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for additional
information and will substantially delay final review and approval of the project.
Applicants Initials
N/A Level spreader is at least 13 inches per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
MOB Pre-Form Scour Holes are on flat slopes only
MOB No structures are located in protected buffers'
If bypass method specified I the Draft Level Spreader Design Option Document:
N/A Bypass method is specified (if applicable) and plan details and calculations are provided
N/A Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge
N/A No structures are located in protected buffers
N/A Plan details for the bypass and outlets are provided
N/A The operation and maintenance agreement includes annual erosion and vegetation repair
N/A The operation and maintenance agreement signed and notarized by the responsibility party is provided
'Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.

LEVEL SPREADER OPERATION AND MAINTENANCE AGREEMENT
The level spreader is defined as an elongated, level threshold, designed to diffuse stormwater runoff.

Maintenance activities shall be performed as follows:
1. After construction and until vegetation has been established, level spreader(s) shall be inspected after
every rainfall. Thereafter, level spreader(s) shall be inspected at least every month and more
frequently during the fall season and after heavy rainfall events:
a. Accumulated sediment, leaves, and trash shall be removed, and repairs made if required.
b. Inspect level spreader(s) for evidence of scour, undercutting, settlement of the structure, and
concentrated flows downhill from the level spreader(s).
c. A level elevation shall be maintained across the entire flow-spreading structure at all times.
Repair or replace the level spreader if it is damaged.
d. Mow vegetative cover to a height of six (6) inches and prune plants if they cover over half of the
level spreader surface.
e. Repair eroded areas and replace/replant dead or damaged vegetation.
2. The contractor should avoid the placement of any material on and prevent construction traffic across
the structure. If the measure is damaged by construction traffic, it shall be repaired immediately.
3. Inspect and repair the collection system (e.g., catch basins, pipes, swales, riprap) four (4) times a year
to maintain proper functioning.
I acknowledge and agree by my signature below that I am responsible for the performance of the maintenance
procedures listed above. I agree to notify DWQ of any problems with the system or prior to any changes to
the system or responsible party.
j Print name: Tyler Morris
Title: `'tanager, MSS Development, LLC
I
Address: 410 N. Boylan Avenue, Raleigh, NC 27603
Phone: [phone]
Signature:
Date: 2 / 16 / 0
Note: The legally responsible party should not be a homeowners association unless more than 50% of the
lots have been sold and a resident of the subdivision has been named the president.
I, ~yC~" J. ' ~Q , a Notary Public for the State of
County of do hereby certify that d\ Q cr; s

personally appeared before me this day of_~ o?y6(Q and acknowledge the due
execution of the forgoing wet [wetland] detention basin maintenance requirements. Witness my hand and
official seal,

~Q?•~~~AR y.
~3LXA
•
r
• • r
i .r•0~
•
•
F
4r
COVN
,111olttltttt~0
SEAL My commission expires _'?1 IQ (39
Page Iof I

BASS, NIXON & KENNEDY, INC. L[EVUER
CONSULTING ENGINEERS
? 6310 CHAPEL HILL ROAD, STE. 250, RALEIGH, NC 27607
TEL: (919) £351-4422, FAX: [phone] r>r?rc goo No.
[?J 10405-E LIGON MILL ROAD, WAKE FOREST, NC 275137
TEL: [phone], FAX: [phone] ATrtNT10M ^
~H'A! ~1GJ!% LG - A/
TO ~idi~/O,?JG t~<32t,2 G/Zy-~/s:-tu~.~~/~~ dA.11
~ /Z~~l~~ ~ifk'~c lxlc~i r~,C~
Pit!
23;1 C'~?~t,?r_~ g~v'r~.. l7u<r'c Zoo ,cJ, cry
p EWE
m~~ P
FEB 1 6 2006
LENR 4'r'AEtAQE13ENDING YOU ? Attaches ? Under separoto cover via the followin3 lt=z:
YJEiLAtMDSFJJD• Shop draw n3s p Prints
O Flans O Samples ? SpzciTications
? Copy' of ictter ? Change order O

COZIES DATE NO. DESCRIPTION
611,
.2 12' 'Ain/Tr;~/A~G~ /1ftj,U<C<Yt~ ° ix1i7G:<~
2 .l EP'CG S.~!'.-~'Qf~~~7r~y.P--,, P.e'-c 'Gt-'.~„:c~D SG~~ r/.~ yt,L~ l?o n-.~~ E~~~-TS
G'G ~ Pi:-G/„~c 2 ~~clL~p~ ~ /~ti~/~U TG.c.%9/?CG ~ - r'6a

THESE ARE TRANSMITTED as chocked tmlow:
0 For approval ? Approved as submitted ? Resubmit topics for approval
? For your use ? Approved as noted ? Submit copies for distribution
? As requested O Returned for corrections ? Return corrected prints

p For review and comment O
? FOR BIDS DUE 20 ? PRINTS RETURNED AFTER LOAN TO US
REMARKS
7 /lT7ai~~~~nr~ yt/~ f7~~ccL 5tcr~ r~"f 54,ir

Z9C

u-a n/KS ,

COPY TO
SIGNED:
if anclosune an not as noted, kindly notify us, at once.

BASS, NIXON & KENNEDY, INC., CONSULTING ENGINEERS
10405-E LIGON MILL ROAD, WAKE FOREST, NC. 27587
919/851-4422 o FAX [phone]

STORMWATER OPERATIONS AND MAINTENANCE MANUAL AND BUDGET

MAIN STREET SQUARE PLANNED UNIT DEVELOPMENT
Holly Springs, North Carolina

Responsible Party: MSS Development, LLC
Raleigh, North Carolina

1. Background

The stormwater control measures serving the above referenced property consists
of underground RCP pipe, with associated yard inlets, catch basins, etc.
designed to accommodate site runoff produced by a 10-year storm as shown on
plans prepared by Bass, Nixon and Kennedy, Inc., entitiled "Main Street Square
Planned Unit Development" dated 12-29-05. To bring the site under full
compliance with the Neuse River Basin Riparian Buffer Regulations, however, six
(6) pre-formed scour holes and one (1) level spreader were designed to achieve
diffuse flow into the riparian buffer. The detailed dimensions of the Best
Management Practices (BMP's) are as follows:

PRE-FORMED SCOUR HOLES (6):

(6) Pre-formed Scour Holes
• Max. depth = 1.0'
• Max. bottom width = 4.5'
• Apron Width = 4.0'

LEVEL SPREADERS (1)
• Length = 129 LF

2. MAINTENANCE AND INSPECTION SCHEDULE

General

A. During each inspection of the stormwater drainage system, the attached
checklist shall be completed and filed with other maintenance records for
the basin.
B. All components, devices and structures of the stormwater drainage
system shall be maintained in proper working condition at all times. Repair
and replacement of components shall meet the original design
specifications. Structural integrity of all stormwater structures shall be

maintained at all times. Visual warning signs, such as excessive wetness
or vegetation, which is lush and darker green may be a sign of structural
problems and should be inspected immediately.

3. OPERATIONS AND RECORD KEEPING

During each inspection of the stormwater drainage system, the attached
checklist shall be completed and filed with other maintenance records for
the basin.

j A. Monthly, or after each rainfall event of 0.5" or more, whichever
j comes first

1. Remove all accumulated litter and debris from the
stormwater drainage system basins and grates.

2. Inspect pre-formed scour holes below storm drain outlets
that discharge into open space areas. Repair or replace any
displaced & damaged riprap by adding larger diameter
stones to the apron or by using concrete slurry to bind
smaller stones together so as to increase their effective size
and weight. Rip-rap may need replacing after 10 years or on
an as-need basis, which ever occurs first.
3. Vegetation in level spreaders shall be mowed as necessary
to maintain a height of less than eight (8) inches.

B. Quarterly

1. Thoroughly inspect the stormwater drainage system for
proper functioning. Clear accumulated sediment and trash
from basin grates and inverts, and check piping for
obstructions. Accumulated sediment should be removed at
such time sediment levels reach six (6) inches. A
measurement of 24" or less shall determine that sediment
should be removed from the structure. Manual labor will be
required to remove sediment from the structure. The
structure may be accessed from one of two manhole access
points. Sediment removal shall be required as necessary
and may occur more often than quarterly.

2. Repair any broken pipes, grated inlets, catch basins, etc.

3. Riprap shall be inspected for accumulation of sediment,
weeds and other foreign matter. Any and all deficiencies
shall be repaired or replaced.

4. Perform all required maintenance for the Monthly inspection.

2

C. Semi-Annually

1. Remove all accumulated sediment from basin inverts
and pipe inverts.
2. Perform all required maintenance for the Quarterly
inspection.

D. Annually

1. The Stormwater Drainage System shall be thoroughly
inspected once a year by a qualified North Carolina
Registered Professional Engineer, Registered Landscape
Architect or Registered Professional Land Surveyor. This
inspection is required by the City of Raleigh, and a report is
due on the date that as-built drawings are certified by the
City. A copy of the annual inspection and maintenance
records shall be submitted to the City of Raleigh Inspections
department in accordance with the City of Raleigh Code
Section 10-9028.
2. Visually inspect pipes for proper alignment, sagging,
elongation & displacement of joints, cracks, leaks, surface
wear and blockage. Most problems occur at the joints where
gaps develop from settlement or elongation & loss of joint
sealant / filler material. Pipes should also be checked for
signs of water seeping along their exterior surface. A
depression in the soil surface over the pipe may be a sign
that soil is being washed around the pipe. Effective repair of
the internal surface or joint of a conduit is often difficult, even
hazardous, and should not be attempted without appropriate
professional supervision.

3. Perform all required maintenance for the Semi-Annual
inspection.

Insurance

Insurance to be maintained by the Association. The following insurance
coverage shall be maintained in full force and effect by the Association:
Public liability [in any amount not less than one million dollars] and property
damage insurance [of not less than eighty percent (80%) of the replacements
cost in such form] as shall be required by the Association.

3

4. ESTIMATED ANNUAL MAINTENANCE BUDGET:

A. Drainage system inspection $ 500.00
B. Maintenance of Level Spreaders (includes debris removal) $ 500.00
C. Maintenance of Pre-formed Scour Holes (includes debris removal) $ 400.00
D. Sediment removal from stormwater drainage system $ 500.00
(includes debris removal)
Total: $ 1,900.00

Prepared by: Bass, Nixon & Kennedy, Inc.
10405-E Ligon Mill Road
Wake Forest, North Carolina 27587
[phone]

Dated: February 2006

4

Main Street Square - Planned Unit Development
Holly Springs, North Carolina

Date: Time:

Inspector(s):

Inspection: Monthly Quarterly Semi-Annual Annual

Stormwater Collection System
I ~
CO
~ O
v Items Inspected Observations condition, Deficiencies, etc. g°
Debris / Sediment
Improper Alignment
Joint Deterioration / Failure
Undermining / Piping
Broken Grates, etc.
Seepage / Wetness
Rip-Rap Apron
Other
General Comments, Sketches & Field Measurements

Add Additional Sheets if Needed

1

Main Street Square - Planned Unit Development
Holly Springs, North Carolina

Date: Time:

Inspector(s):

Inspection: Monthly Quarterly Semi-Annual Annual

Vegetated Areas

o
c~
U 0
a a C
N
~
v Items Inspected Observations condition, Deficiencies, etc. Of ~
Debris / Sediment
Slope Erosion /vegetative Failure
-Seepage / Wetness
Bare or Denuded Areas
Weeds / Brush
Grass Height
Other
General Comments, Sketches & Field Measurements

Add Additional Sheets if Needed

2

Main Street Square - Planned Unit Development
Holly Springs, North Carolina

For Annual Inspection Report

I certify that the BMPs, stormwater management facilities, and open space areas
referenced in this document have been maintained in conformance with the approved
stormwater management plan and maintenance manual. This certification is made based
on personal observation of the site and review of the maintenance records.

Signed Date:

(seal)

Note:
Must be signed, sealed and dated by a North Carolina Registered Professional Engineer,
Registered Landscape Architect or Profession Land Surveyor.

3

i

SEEDBED PREPARATION FOR OPEN SPACE AREAS

1. Chisel compacted areas and spread topsoil 3 inches deep over adverse soil
conditions, if available.

2. Rip the entire area to 6 inches depth.

3. Remove all loose rock, roots, and other obstructions leaving surface reasonably
smooth and uniform.

4. Apply agricultural lime, fertilizer and superphosphate uniformly and mix with soil (see
below*)

5. Continue tillage until a well-pulverized, firm, reasonably uniform seedbed is prepared
4 to 6 inches deep.

6. Seed on a freshly prepared seedbed and cover seed lightly with seeding equipment
j or cultipack after seeding.
i
7. Mulch immediately after seeding and anchor mulch.

8. Inspect all seeded areas and make necessary repairs or reseedings within the
planting season, if possible. If stand should be over 60% damaged, reestablish
following original lime, fertilizer and seeding rates.

*Apply: Agricultural limestone - 3 tons/acre
Fertilizer - 10-10-10 analysis at 800-1,000 lbs.acre
Superphosphate - 500 lbs./acre of 20% analysis superphosphate
Mulch - 2 tons (approx. 80 bales) small grain straw/acre
Anchor - tack with liquid asphalt at 400 gallons/acre or emulsified asphalt at
300 gallons/acre

RESEEDING SCHEDULE FOR OPEN SPACE AREAS
TYPE PI AAITING RATE
Tall Fescue and 7 Lbs./1,000 SF

Abruzzi Rye as a Mixture 1 Lbs./1,000 SF

FERTILIZATION SCHEDULE FOR MAINTENANCE OF
OPEN SPACE AREAS

1. Fertilize lawns twice per year: February 15 - March 15 and again September 1 -
October 31 st at the following rates:
10-10-10 @ 800 Ibs/acre
Lime @ 3 tons/acre

DWQ Project No

DIVISION OF WATER QUALITY- LEVEL SPREADER WORKSHEET

1. PROJECT INFORMATION (please complete the following information)
Project Name: Main Street Square - Planned Unit Development
Contact Person: Marty D. Bizzell
Level Spreader ID: 1 Phone Number: 919-256-3600
Level Spreader Length 129 ft. (perpendicular to flow)
Drainage Area 1.77 ac. (on-site and off-site drainage to the level spreader)
Impervious Area 1.30 ac. (on-site and off-site drainage to the level spreader)
Maximum Filter Strip/Buffer N/A % (6% for forested, leaf little cover, 8% for thick ground cover
Slope grass
Max. Discharge from a 10 Year Storm 9.97 cfs
Max. Discharge to Level Spreader 9.97 cfs
Filter Strip/buffer Vegetation N/A (thick ground cover or grass, canopied forest with leaf litter
groundcover)
Pre-treatment or Bypass Method N/A
II. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. /f a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes a
worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed drainage
plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for additional
information and will substantially delay final review and approval of the project.
Applicants Initials
MDB Level spreader is at least 13 inches per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
N/A Pre-Form Scour Holes are on flat slopes only
MDB No structures are located in protected buffers'
If bypass method specified I the Draft Level Spreader Design Option Document:
N/A Bypass method is specified (if applicable) and plan details and calculations are provided
N/A Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge
N/A No structures are located in protected buffers
N/A Plan details for the bypass and outlets are provided
N/A The operation and maintenance agreement includes annual erosion and vegetation repair
N/A The operation and maintenance agreement signed and notarized by the responsibility party is provided
`Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.

II

DWQ Project No

DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET

1. PROJECT INFORMATION (please complete the following information)
Project Name: Main Street Square - Planned Unit Development
Contact Person: Marty D. Bizzell
Level Spreader ID: Pre-Formed Scour Hole 1 Phone Number: 919-851-4422
Level Spreader Length N/A ft. (perpendicular to flow)
Drainage Area 2.15 ac. (on-site and off-site drainage to the level spreader)
Impervious Area 1.60 ac. (on-site and off-site drainage to the level spreader)
Maximum Filter Strip/Buffer N/A % (6% for forested, leaf little cover, 8% for thick ground cover
Slope grass
Max. Discharge from a 10 Year Storm 10.64 cfs
Max. Discharge to Level Spreader (Pre-formed Scour Hole) 10.64 cfs
Filter Strip/buffer Vegetation N/A (thick ground cover or grass, canopied forest with leaf litter
groundcover)
Pre-treatment or Bypass Method N/A
II. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes a
worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed drainage
plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for additional
information and will substantially delay final review and approval of the project.
Applicants Initials
N/A Level spreader is at least 13 inches per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
MDB Pre-Form Scour Holes are on flat slopes only
MDB No structures are located in protected buffers'
If bypass method specified I the Draft Level Spreader Design Option Document:
N/A Bypass method is specified (if applicable) and plan details and calculations are provided
N/A Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge
N/A No structures are located in protected buffers
N/A Plan details for the bypass and outlets are provided
N/A The operation and maintenance agreement includes annual erosion and vegetation repair
N/A The operation and maintenance agreement signed and notarized by the responsibility party is provided
"Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.

DWQ Project No

DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET

1. PROJECT INFORMATION (please complete the following information)
Project Name: Main Street Square - Planned Unit Development
Contact Person: Marty D. Bizzell
Level Spreader ID: Pre-Formed Scour Hole 2 Phone Number: 919-851-4422
Level Spreader Length N/A ft. (perpendicular to flow)
Drainage Area 1.81 ac. (on-site and off-site drainage to the level spreader)
Impervious Area 1.26 ac. (on-site and off-site drainage to the level spreader)
Maximum Filter Strip/Buffer N/A % (6% for forested, leaf little cover, 8% for thick ground cover
Slope grass
Max. Discharge from a 10 Year Storm 10.71 cfs
Max. Discharge to Level Spreader (Pre-formed Scour Hole) 10.64 cfs
Filter Strip/buffer Vegetation N/A (thick ground cover or grass, canopied forest with leaf litter
groundcover)
Pre-treatment or Bypass Method N/A
II. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes a
worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed drainage
plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for additional
information and will substantially delay final review and approval of the project.
Applicants Initials
N/A Level spreader is at least 13 inches per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
MDB Pre-Form Scour Holes are on flat slopes only
MDB No structures are located in protected buffers"
If bypass method specified I the Draft Level Spreader Design Option Document:
N/A Bypass method is specified (if applicable) and plan details and calculations are provided
N/A Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge
N/A No structures are located in protected buffers
N/A Plan details for the bypass and outlets are provided
N/A The operation and maintenance agreement includes annual erosion and vegetation repair
N/A The operation and maintenance agreement signed and notarized by the responsibility party is provided
'Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.

DWQ Project No

DIVISION OF WATER QUALITY- LEVEL SPREADER WORKSHEET

1. PROJECT INFORMATION (please complete the following information)
Project Name: Main Street Square - Planned Unit Development
Contact Person: Marty D. Bizzell
Level Spreader ID: Pre-Formed Scour Hole 3 Phone Number: 919-851-4422
Level Spreader Length N/A ft. (perpendicular to flow)
Drainage Area 1.81 ac. (on-site and off-site drainage to the level spreader)
Impervious Area 1.26 ac. (on-site and off-site drainage to the level spreader)
Maximum Filter Strip/Buffer N/A % (6% for forested, leaf little cover, 8% for thick ground cover
Slope grass
Max. Discharge from a 10 Year Storm 10.71 cfs
Max. Discharge to Level Spreader (Pre-formed Scour Hole) 10.64 cfs
Filter Strip/buffer Vegetation N/A (thick ground cover or grass, canopied forest with leaf litter
groundcover)
Pre-treatment or Bypass Method N/A
II. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes a
worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed drainage
plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for additional
information and will substantially delay final review and approval of the project.
Applicants Initials
N/A Level spreader is at least 13 inches per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
MDB Pre-Form Scour Holes are on flat slopes only
MDB No structures are located in protected buffers'
If bypass method specified I the Draft Level Spreader Design Option Document:
N/A Bypass method is specified (if applicable) and plan details and calculations are provided
N/A Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge
N/A No structures are located in protected buffers
N/A Plan details for the bypass and outlets are provided
N/A The operation and maintenance agreement includes annual erosion and vegetation repair
N/A The operation and maintenance agreement signed and notarized by the responsibility party is provided
"Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.

I

DWQ Project No

DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET

1. PROJECT INFORMATION (please complete the following information)
Project Name: Main Street Square - Planned Unit Development
Contact Person: Marty D. Bizzell
Level Spreader ID: Pre-Formed Scour Hole 4 Phone Number: 919-851-4422
Level Spreader Length N/A ft. (perpendicular to flow)
Drainage Area 1.81 ac. (on-site and off-site drainage to the level spreader)
Impervious Area 1.26 ac. (on-site and off-site drainage to the level spreader)
Maximum Filter Strip/Buffer N/A % (6% for forested, leaf little cover, 8% for thick ground cover
Slope grass
Max. Discharge from a 10 Year Storm 10.71 cfs
Max. Discharge to Level Spreader (Pre-formed Scour Hole) 10.64 cfs
Filter Strip/buffer Vegetation N/A (thick ground cover or grass, canopied forest with leaf litter
groundcover)
Pre-treatment or Bypass Method N/A
II. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes a
worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed drainage
plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for additional
information and will substantially delay final review and approval of the project.
Applicants Initials
N/A Level spreader is at least 13 inches per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
MDB Pre-Form Scour Holes are on flat slopes only
MDB No structures are located in protected buffers'
If bypass method specified I the Draft Level Spreader Design Option Document:
N/A Bypass method is specified (if applicable) and plan details and calculations are provided
N/A Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge
N/A No structures are located in protected buffers
N/A Plan details for the bypass and outlets are provided
N/A The operation and maintenance agreement includes annual erosion and vegetation repair
N/A The operation and maintenance agreement signed and notarized by the responsibility party is provided
'Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.

DWQ Project No
i
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET

1. PROJECT INFORMATION (please complete the following information)
Project Name: Main Street Square - Planned Unit Development
Contact Person: Marty D. Bizzell
Level Spreader ID: Pre-Formed Scour Hole 5 Phone Number: 919-851-4422
Level Spreader Length N/A ft. (perpendicular to flow)
Drainage Area 1.77 ac. (on-site and off-site drainage to the level spreader)
Impervious Area 1.30 ac. (on-site and off-site drainage to the level spreader)
Maximum Filter Strip/Buffer N/A % (6% for forested, leaf little cover, 8% for thick ground cover
Slope grass
Max. Discharge from a 10 Year Storm 9.97 cfs
Max. Discharge to Level Spreader (Pre-formed Scour Hole) 9.97 cfs
Filter Strip/buffer Vegetation N/A (thick ground cover or grass, canopied forest with leaf litter
groundcover)
Pre-treatment or Bypass Method N/A
ll. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes a
worksheet for each BMP design calculations. Plans and specifications showing all BMPs and outlet structure details a detailed drainage
plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for additional
information and will substantially delay final review and approval of the project.
Applicants Initials
N/A Level spreader is at least 13 inches per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
MDB Pre-Form Scour Holes are on flat slopes only
MDB No structures are located in protected buffers'
If bypass method specified I the Draft Level Spreader Design Option Document:
N/A Bypass method is specified (if applicable) and plan details and calculations are provided
N/A Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge
N/A No structures are located in protected buffers
N/A Plan details for the bypass and outlets are provided
N/A The operation and maintenance agreement includes annual erosion and vegetation repair
N/A The operation and maintenance agreement signed and notarized by the responsibility party is provided
"Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.

DWQ Project No

DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET

1. PROJECT INFORMATION (please complete the following information)
Project Name: Main Street Square - Planned Unit Development
Contact Person: Marty D. Bizzell
Level Spreader ID: Pre-Formed Scour Hole 6 Phone Number: 919-851-4422
Level Spreader Length N/A ft. (perpendicular to flow)
Drainage Area 2.07 ac. (on-site and off-site drainage to the level spreader)
Impervious Area 1.45 ac. (on-site and off-site drainage to the level spreader)
Maximum Filter Strip/Buffer N/A % (6% for forested, leaf little cover, 8% for thick ground cover
Slope grass
Max. Discharge from a 10 Year Storm 9.57 cfs
Max. Discharge to Level Spreader (Pre-formed Scour Hole) 9.57 cfs
Filter Strip/buffer Vegetation N/A (thick ground cover or grass, canopied forest with leaf litter
groundcover)
Pre-treatment or Bypass Method N/A
II. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes a
worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed drainage
plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for additional
information and will substantially delay final review and approval of the project.
Applicants Initials
N/A Level spreader is at least 13 inches per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
MDB Pre-Form Scour Holes are on flat slopes only
MDB No structures are located in protected buffers'
If bypass method specified I the Draft Level Spreader Design Option Document:
N/A Bypass method is specified (if applicable) and plan details and calculations are provided
N/A Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge
N/A No structures are located in protected buffers
N/A Plan details for the bypass and outlets are provided
N/A The operation and maintenance agreement includes annual erosion and vegetation repair
N/A The operation and maintenance agreement signed and notarized by the responsibility party is provided
`Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.

LEVEL SPREADER OPERATION AND MAINTENANCE AGREEMENT

The level spreader is defined as an elongated, level threshold, designed to diffuse stormwater runoff.

Maintenance activities shall be performed as follows:
1. After construction and until vegetation has been established, level spreader(s) shall be inspected after
every rainfall. Thereafter, level spreader(s) shall be inspected at least every month and more
frequently during the fall season and after heavy rainfall events:
a. Accumulated sediment, leaves, and trash shall be removed, and repairs made if required.
b. Inspect level spreader(s) for evidence of scour, undercutting, settlement of the structure, and
concentrated flows downhill from the level spreader(s).
c. A level elevation shall be maintained across the entire flow-spreading structure at all times.
Repair or replace the level spreader if it is damaged.
d. Mow vegetative cover to a height of six (6) inches and prune plants if they cover over half of the
level spreader surface.
e. Repair eroded areas and replace/replant dead or damaged vegetation.
2. The contractor should avoid the placement of any material on and prevent construction traffic across
the structure. If the measure is damaged by construction traffic, it shall be repaired immediately.
3. Inspect and repair the collection system (e.g., catch basins, pipes, swales, riprap) four (4) times a year
to maintain proper functioning.
I acknowledge and agree by my signature below that I am responsible for the performance of the maintenance
procedures listed above. I agree to notify DWQ of any problems with the system or prior to any changes to
the system or responsible party.
Print name: Tyler Morris
Title: Manager, IISS Development, LLC
Address: 410 N. Boylan Avenue, Raleigh, NC 27603
Phone: [phone]
Signature:
Date: 2 / 16 / 0
Note: The legally responsible party should not be a homeowners association unless more than 50% of the
lots have been sold and a resident of the subdivision has been named the president.

I, ~~0 fl &Q , a Notary Public for the State of t~ C-
County of do hereby certify that 1
personally appeared before me this /Zo day of _ P? cs6, and acknowledge the due

execution of the forgoing wet [wetland] detention basin maintenance requirements. Witness my hand and
official seal,

:

~G r U =
0 0,

SEAL My commission expires I l4'Oq

Pa-e I of I

Soil, Water, & Environment Group, LLC
' Research Building I, Centennial Campus
- 1001 Capability Drive, Suite 312 • Raleigh, NC 27606
A Ph# [phone] • Fax# [phone] • http://www.swegrp.com
Soil, Water, & Environment
Group
Mr. John Dorn
Division of Water Quality U E-2 0W D
Div ~ L= ~ v
401/Wetlands Unit D
n53
1650 Mail Service Center O C T 2 1 2005
Raleigh, NC 27699-1650
DENR - WATER QUALITY
WETLANDS AND STMWWATER BRANCH
Re: Submittal of 404/401 Water Quality Permit Application (Neuse Buffer Approval) for Main
Street Square Project (Action ID: 200520531), Holy Springs, Wake County, NC
Dear Mr. Downey,
Enclosed are seven (7) copies of the PCN application and supporting information for the 404/401 Water
Quality Permit (Neuse Buffer Approval) for the Main Street Square Project, Holy Springs, NC. This
project is proposed by Boylan Development of Raleigh, Wake County, NC. Previously, a 404/401 PCN
application was submitted to USACE and approved based on the proposed site plan and impacts to
surface waters. A 401 certification application was not submitted for concurrence due to timing and
changes in project scope prior to submittal. This permit (Action ID: 200520531) was issued on March
21, 2005 and a copy is included with this letter.
Division of Water Quality correspondence related to the jurisdiction and delineation of perennial and
intermittent streams found on the proposed site is included with this package. In addition, a jurisdictional
wetland delineation was completed and submitted concurrently with this permit application and a copy is
also included with this correspondence.
The original permit application revealed a great effort by Boylan Development to minimize wetland
impacts down to less than a 1/3 acre. Seven more parcels have been added to the site plan and for this
amended permit application. The current proposed site development will unavoidably impact
approximately 0.087 acres of jurisdictional waters of the United States. Even so, Boylan Development
and their architects have reduced wetland impacts to less than a 1/10 acre with the revised permit
application.
Seven copies of this application are being submitted for agency concurrence (Neuse Buffer Approval)
related to the Neuse Buffer Rules governing water quality impacts to surface waters in the Neuse River
Basin. Specifically, a request is submitted for a Neuse Buffer Approval related to storm water discharge
into buffers of tributaries to the Neuse River within the proposed project area.

Due to the proposed surface water impacts a 401 Water Quality Certification #3402 for residential,
commercial, and institutional developments is not required. Impervious surfaces on the proposed
development exceed 30%, however, given the minimal surface water impacts and proposed diffuse flow
(Attached Site Plan - Level Spreader locations) into nutrient sensitive buffers and waters, water quality
and quantity should be adequately addressed. Therefore, this application only seeks Buffer Rule
Approval for the diffuse flow leaving the development and entering Neuse Buffers. It is our
understanding that no application fee is required for this submittal.

Please let me know if you need additional information or if anything in the Neuse Buffer Approval
application needs amending. I look forward to working with you on this permit application process.
Thank you.

Sincerely,

P72:zy/
Scott I Frederick, EI, NCLSS
Environmental Scientist

Soil, Water, & Environment
Group
CC: Mr. Kevin Cochran - Boylan Development Co.
Enc: (5)

Office Use Only: 0 0 5 Form 9 5 Version March 05

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 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: ?

II. Applicant Information Do
W
1. Owner/Applicant Information O C T 2 1 2005
Name: Mr. Kevin Cochran c/o Boylan Development
Mailing Address: 410 N. Boylan Ave., Suite 138, Raleigh, Ny,al, - WATER ot1
r rs WATER 4RMCH

Telephone Number: [phone] Fax Number: [phone]
,bovlancompanies.com
E-mail Address: kcochranO
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: Scott Frederick
Company Affiliation: Soil, Water, & Environment Group, LLC
Mailing Address: 1001 Capability Dr., Ste. 312, Ralei.,h, NC 27606

Telephone Number: [phone] Fax Number: [phone]
E-mail Address: sjfrederick(a,swegrh.com

Page 1 of 12

III. Project Information

Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Main Street Square

2. T.I.P. Project Number or State Project Number (NCDOT Only):

3. Property Identification Number (Tax PIN): 0658075417, 0658075181, 065805071808,
065809065851, 065809067987. 065809067628, 065809069974, 065809069974,
065809162629,064808982516

4. Location
County: Wake Nearest Town: Holly Springs
Subdivision name (include phase/lot number):
Directions to site (include road numbers/names, landmarks, etc.):From Holly Springs,
travel south on NC55 approximately 1 mile past the water tank. The proposed project sib
is on the left across from SRI 114 and NC55 bypass.
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): 35.6391 ON 78.8309 °W

6. Property size (acres): 36.75

7. Name of nearest receiving body of water: Basal Creek and Bass Lake

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/maps/.)

9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Property consists of open fallow field adjacent to a
rep,enerating riparian forest corridor aloniz Basal Creek. Some relic poplar and maple trees

Page 2 of 10

remain from the last logging of the property. Beaver activity has flooded the creek and
changed the species composition of the adjacent riparian forest. A pond is located on the
eastern edge of the proposed development. Large white oak and willow oak trees are
scattered in the proposed open space areas.

10. Describe the overall project in detail, including the type of equipment to be used: The
landowner proposes to construct a multi-family residential, commercial retail development
contiguous with the new NC55 bypass road. This development will be constructed in
accordance with State and Federal water quality regulations. In an effort to minimize
impacts to surface waters and natural resources the development will be constructed
according to a high density design. Land clearing equipment suc11 as bulldozers, excavators,
and pans will be used to design the grade proposed.

11. Explain the purpose of the proposed work: The surrounding area around Holy Springs
supports the demand for multi-family housing and is necessary to keep up with the growing
community. This demand for housing from the public and new residents to Holy Springs
warrants this development.

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. NWP 39 Permit previously obtained for Action ID: 200520531
(attached). Previous site plans, wetland impacts, and agency correspondences also attached to
this application.

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 additional permit requests are anticipated at this time for additional phases. See attached Site
Plan Main Street Square).

Page 3 of 10

VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.

1. Provide a written description of the proposed impacts: The proposed impacts to water
resources are limited to small jurisdictional riparian wetlands adjacent to and within the
floodplain of two unnamed tributaries to Bass Lake. The majority of the impacted wetland
areas is on the frin.,e of the main delineated wetland area on the property and has most likely
been enhanced due to beaver activity in the vicinity. Wetland impacts have been minimized
and avoided through careful design and redesign of the proposed project. Wetland impacts
have been minimized to .08 acres of the total 6.30 acres of wetlands on all parcels. One
stream crossing is proposed for a sanitary sewer easement, which will be contained to 20
linear feet of an unnamed tributary to Bass Lake.

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,
separate l list impacts due to both structure and floodin .
Distance
Wetland Impact Type of Wetland Located within to Nearest Area of
Site Number Type of Impact (e.g., forested, marsh, 100-year Stream Impact
(indicate on map) herbaceous, bog, etc.) Floodplain (linear (acres)
(yes/no) feet
Clearing, fill, 639 ft2
1 excavating Forested Yes 25 (,01 ac.)
2 Fill Forested No 50 594 ft2
(.01 ac.)
3 Fill Forested No 25 42 ft2
(.001 ac.)

4 Fill Forested No 200 82 ft2
(.001 ac.)

Page 4 of 10
I

5 Fill Forested No 200 871
(.02 ac.)

6 Fill Forested No 100 1454
(.03 ac.)
Total Wetland Impact (acres) 3682 ft2
(0.08 ac.)

3. List the total acreage (estimated) of all existing wetlands on the property: 6.30

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, multi 1 length X width, then divide b 43,560.
Stream Impact Average Impact Area of
Perennial Intermittent? Stream Width Length Impact
Number Stream Name Type of Impact Intermittent.
indicate on ma Before Impact (linear feet acres
NB-1 (sewer UT to Bass Lake clearing and P -5-10 ft. 20 .003
casement)*** excavation

Total Stream Impact (by length and acreage) 20 .003
Included with this PCN is supporting documentation related to the stream evaluation of SI3-1, as conducted by DWQ personnel
(Dated 10/25/2004).

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 Waterbody Type of Waterbody Area of
Site Number (if applicable) e) Type of Impact (lake' pand estuary' sound bay' Impact
indicate on ma ocean, etc. acres

Total Open Water Impact (acres)

6. List the cumulative impact to all Waters of the U.S. resulting from the project.
Stream Impact (acres): 003
Wetland Impact (acres): 084
Open Water Impact (acres):

Page 5 of 10

Total Impact to Waters of the U.S. (acres) .087
Total Stream Impact (linear feet): 20

7. Isolated Waters
Do any isolated waters exist on the property? ? Yes ® No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.

8. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Current land use in the vicinity of the pond:
Size of watershed draining to pond: Expected pond surface area:

VII. Impact Justification (Avoidance and Minimization)

Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
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 initial site plan proposed 6
apartment buildings, associated parking, plus amenities. In order to minimize wetland impacts, L3
apartment buildings totaling 84 units were eliminated (See layout "Main Street Square" by Bass,
Nixon and Kennedy Inc. Dated 8/2/04, Exhibit "A", previously submitted). The current site plan
proposes a maximum of 354 units on 36.75 acres of land, associated parking and amenities
(Exhibit B). The total developable acreage is 20.15 acres with 16.60 acres of open space and
14.10 acres of impervious surfaces. Retaining walls have been designed to minimize impacts to
wetlands and surface waters extensively in the site plan. Tree protection fencing and various
erosion control measures will be placed around wetlands during construction to reduce
any potential impact.

Page 6 of 10

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://li2o.enr. state.nc.us/ncwet] ands/strm y,ide.htm1.

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.

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:

Page 7 of 10

Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):

IX. Environmental Documentation (required by DWQ)

1. Does the project involve an expenditure of public (federaUstate/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.
1. Will the project impact protected riparian buffers identified within 15A NCAC 213 .0233
(Meuse), 15A NCAC 213 .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
213 .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify V Yes ® No ?

2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
Zone* Impact Multiplier Required
(square feet Mitigation
1 1200 3 (2 for Catawba)
2 800 1.5
Total 2000
* 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.

Page 8 of 10

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.

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. Existing impervious acreage on the site is
0%. Total site area for is 20.15 acres out of 36.75 for the parcels identified in this permit. The
proposed impervious area is 14.1 acres or 38.37% of the total current and proposed project area.
Of the 36.75 acres, 6.30 acres is jurisdictional wetlands with approximately 6.22 acres to be
preserved along with 16.60 acres of open space. Stormwater discharge directly to wetland areas
will be avoided. Concentrated stormwater discharge into buffers will also be avoided.
Stormwater will be discharged at non-erosive velocities (i.e.diffuse flow).

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.

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/ncwetiands. If no, please provide a short narrative description: This
project site is located adjacent to Highway 55 and no additional development is feasible within
the vicinity and subwatershed. Additional development is possible across Highway 55, which

Page 9 of 10

drains away from the Highway. Both tributaries in the vanity of the Main Street project are
impounded, which helps to maintain adjacent and downstream water quality.

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).

10/19/05
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)

Page 10 of 10

{ 1 t .1~J p I f t
L` ~ t I < t ~ ri ~ ( • - }j.~~; `I~ .may _1 !
1 , ~ ; r~~~1r_ I~ ~j~.`_\l , V , t • ~ j ~ es--~ _J s f - • 1 % , '1 , i
\ s ll..+l,,~~ L + t
~~r ollY'Springsx•;~,il i~!tt_ t 11i~3 It
aler.
\
` 191
Gem

_ ,f, ~ f SITE r ~ ~
i• 3 r , uu 1,1 ` dad _w.e 1, .
B a.
• a~~, . ? f, ~ t ~ 13551 3 ` S ~ ~
~r. t j i ' ~1 i ' , 160 SO n '~L ~ f , ~ _ Lfb
I r •'v / s' l! e~ - C J?S F
A 40*
lr

i_o f r li r M cZ i, s 1, I.

~ - g

/'r ~ tt SS ~1 4 `
a :L r a •~Y r', .~t jS~ CCTV 6M
:nfnr a~d,~,.rr.cr h f e. ~ F r ~ 4.~ 11 r ~I s add 2 - 1

V~
Figure 1: Vicinity and Site Location Map; Main Street Square - Boylan Development
(Source: Wake County GIS, 2005)

Page 11 of 12

To Holy Springs

SITE

NC 55 Bypass

S

Wake County Parcels
C] Phase I Parcels.shp
Phase I Soils.shp
AgC2
ApB2
CeC2
CeD
0.1 0 1 0.2 Mi s 2
F;-] Wo
w N
sa,vs sue.`- -
- - Figure 2: SCS Soils and Site Location Map; Main Street Square - Boylan Development
(Source: Wake County GIS, 2005)
Page 12 of 12

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT Action ID: 200520531 CQ71ke

GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION

Property Owner: Boylan Development
Attn: Kevin Cochran
Mailing Address: 410 N. Boylan Avenue, Suite 138
Raleigh, North Carolina 27603 Telephone No.: [phone]
Authorized Agent: Soil, Water, & Environment Group, LLC
Attn: Scott Frederick
Mailing Address: 1001 Capability Drive, Suite 312
Raleigh, North Carolina 27606 Telephone No.: [phone]
Location of property (road name/number, (own, etc.): The property is located on the east side of the intersection of NC
55 and SR 1114, near Holly Springs, Wake County, North Carolina

Site Coordinates: 35.6386 °N -78.8308 °W USGS Quad: Apex

Waterway: Basal Creek River Basin: 200520531 HUC: 03010201
Description of projects area and activity (see page 2 for a summary of authorized impacts): This permit authorizes the
placement of fill into waters of the United States for lot fill and installation of sanitary sewer to facilitate the
construction of the proposed Holly Springs Apartments at Main Street Square as depicted by plans sent on
January 20, 2005.

Applicable Law: ® Section 404 (Clean Water Act, 33 USC 1344)
? Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: Nationwide or Regional General Permit Number(s): 39
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the attached
conditions and your submitted plans. Any violation of the attached conditions or deviation from your submitted plans may subject the
permittee to a stop work order, a restoration order and/or appropriate legal action.
This verification will remain valid until the expiration date identified below unless the nationwide authorization is modified,
suspended or revoked. If, prior to the expiration date identified below, the nationwide permit authorization is reissued and/or
modified, this verification will remain valid until the expiration date identified below, provided it complies with all requirements of
the modified nationwide permit. If the nationwide permit authorization expires or is suspended, revoked, or is modified, such that the
activity would no longer comply with the terms and conditions of the nationwide permit, activities which have commenced (i.e., are
under construction) or are under contract to commence in reliance upon the nationwide permit, will remain authorized provided the
activity is completed within twelve months of the date of the nationwide permit's expiration, modification or revocation, unless
discretionary authority has been exercised on a case-by-case basis to modify, suspend or revoke the authorization.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You
should contact the NC Division of Water Quality (telephone [phone]) to determine Section 401 requirements.
For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act (CAMA),
prior to beginning work you must contact the N.C. Division of Coastal Management .
This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required Federal,
State or local approvals/permits.
If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of Engineers regulatory
program, please contact Kevin Yates at telephone [phone], ext 30.
Corps Regulatory Official - Date: 03/21/2005 Verification Expiration Date: 03/19/2007
Copy Furnished:
Page 1 of 2

Determination of Jurisdiction:

® Based on preliminary information, there appear to be waters of the US including wetlands within the above described project area.
This preliminary determination is not an appealable action under the Regulatory Program Administrative Appeal Process
(Reference 33 CFR Part 331).
? There are Navigable Waters of the United States within the above described project area subject to the permit requirements of
Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. 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 waters of the US and/or wetlands within the above described project area 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.
? The jurisdictional areas within the above described project area have been identified under a previous action. Please reference the
jurisdictional determination issued on (Action ID:
Basis of Jurisdictional Determination: This site exhibits wetland criteria as described in the 1987 Corps Wetland Delineation
Manuel and is part of a broad continuum of wetlands connected to Basal Creek, a tributary of the Neuse River, adjacent to
Pamlico Sound. This waterbody exhibits an ordinary high water mark as indicated by changes in soil character and absence
of terrestrial vegetation and is hydrologically connected to the Basal Creek, adjacent to the Neuse River adjacent to Pamlico
Sound.
Corps Regulatory Official Date: 03/2112005 Determination Expiration Date: 03/21/2010
Summa of Authorized Impacts and Re uired Mitigation
Action ID NWP / GP Open Water (ac) Wetland (ac) Unimportant Steam I important Stream 1
# # Temporary Permanent Temporary Permanent Temporary Permanent Temporary Permanent
200520531 39 0.27 20

~f 1 Impact Totals 0 0 0 0.27 0 0 20 0
Total Loss of Waters of the U.S. ac 0.27 Total Loss of Waters of the U.S. I 0
Required Wetland Mitigation (ac) 0 Re uired Stream Mitigation (10 0
Additional Remarks and/or Special Permit Conditions:
SEE ATTACHED SPECIAL CONDITIONS

Page 2 of 2

Action ID: 200520531 County: Wake

SPECIAL PERMIT CONDITIONS
1.

Fenced boundaries
Permittee shall locate all wetland boundaries and identify them on site with the
installation of temporary fencing (e.g., orange webbed tree-protection fencing).
Markings on the boundary fencing (or attached flags) shall identify the demarcated area
as a wetland. Demarcation of wetland areas shall be accomplished prior to initiation of
any impacts to jurisdictional areas (fill, mechanized landclearing, culvert installation,
etc.) authorized by this permit. The fencing shall remain in place throughout the duration
of all construction activities associated with the project.

WILMINGTON DISTRICT
POST-CONSTRUCTION COMPLIANCE FORM

Action ID Number: 200520531 County: Wake

Permittee: Boylan Development Attn: Kevin Cochran

Date Permit Issued: 03/21/2005

Project Manager: Kevin Yates

Upon completion of the activity authorized by this permit and any mitigation required by the permit,
sign this certification and return it to the following address:

US Army Corps Of Engineers
Wilmington District
Raleigh Regulatory Field Office
6508 Falls Of The Neuse Road
Suite 120
Raleigh, North Carolina 27615
Please note that your permitted activity is subject to a compliance inspection by a U. S. Army Corps of
Engineers representative. If you fail to comply with this permit you are subject to permit suspension,
modification, or revocation.

I hereby certify that the work authorized by the above referenced permit has been completed in
accordance with the terms and condition of the said permit, and required mitigation was completed in
accordance with the permit conditions.

Signature of Permittee Date

~.I?r x.r

t 1
Applicant: Boylan Development Attn: Kevin File Number: 200520531 Date: 03/21/2005
Cochran
Attached is: See Section below
INITIAL PROFFERED PERMIT (Standard Permit or Letter of A
permission)
PROFFERED PERMIT (Standard Permit or Letter of permission) B
PERMIT DENIAL C
APPROVED JURISDICTIONAL DETERMINATION D
PRELIMINARY JURISDICTIONAL DETERMINATION E

~ ItJN 1V Re"i~~c~I1gv~~Q~~ic~ nttf~~~you~ilTtg}~ts<and'opttQrts~iegaidin°~~*aii~dr~tr isfratave
dectstonV° PP
Addthgnal mfgt~natio i maV- be fotu1d at httna/www:usace.army mtl/tnet/functions/cwkecwoJregor
`latrotis 3;::Gfii`EaLr3~lyk
A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature
on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the
permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit.
• OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request that the
permit be modified accordingly. You must complete Section 11 of this form and return the form to the district engineer. Your
objections must be received by the district engineer within 60 days of the date of this notice, or you will forfeit your right to appeal
the permit in the future. Upon receipt of your letter, the district engineer will evaluate your objections and may: (a) modify the
permit to address all of your concerns, (b) modify the permit to address some of your objections, or (c) not modify the permit
having determined that the permit should be issued as previously written. After evaluating your objections, the district engineer
will send you a proffered permit for your reconsideration, as indicated in Section B below,
B: PROFFERED PERMIT: You may accept or appeal the permit
• ACCEPT: if you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature
on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the
permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit.
• APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein, you
may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section 11 of this form
and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the date of
this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by
completing Section II of this form and sending the form to the division engineer. This form must be received by the division engineer
within 60 days of the date of this notice.
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or
provide new information.
• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the date of
this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
• APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers Administrative
Appeal Process by completing Section If of this form and sending the form to the division engineer. This form must be received by
the division engineer within 60 days of the date of this notice.

E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps
regarding the preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved
JD (which may be appealed), by contacting the Corps district for further instruction. Also you may provide new
information for further consideration by the Corps to reevaluate the JD.
- .rrr
_ 1 ~ i~ r l~:t Y .~~1 S r t ~X~ fr ~ y . r:.. S ~'7i~ i r 1... y,, '7C ~ }r
Y b a...ta ~ ,n J. 4 ,,`~~•4r`C W ~ jsyL~ ,~i
rSECTIOiIb'~ UEST,FOR AEB1?or QBI1?CTINS TO.,~N'II~IfiRy FEREIj,>pE.IZIvIJt~,.~ r » .
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your
objections to an initial proffered permit in clear concise statements. You may attach additional information to
this form to clarify where your reasons or objections are addressed in the administrative record.)

ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps
memorandum for the record of the appeal conference or meeting, and any supplemental information that the
review officer has determined is needed to clarify the administrative record. Neither the appellant nor the Corps
may add new information or analyses to the record. However, you may provide additional information to clarify
the location of information that is already in the administrative record.
n « I, . t rf
'I?OINT~Q' :C7 1> 'CTI~FQRti, UES-ION
S OR'IN O A=T~I.O " ± rs
If you have questions regarding this decision If you only have questions regarding the appeal process you
and/or the appeal process you may contact: may also contact:
Kevin Yates Mr. Arthur Middleton, Administrative Appeal Review
Raleigh Regulatory Field Office Officer
US Army Corps of Engineers CESAD-ET-CO-R
6508 Falls of the Neuse Road, Suite 120 U.S. Army Corps of Engineers, South Atlantic Division
Raleigh, North Carolina 27615 60 Forsyth Street, Room 9M15
Atlanta, Georgia 30303-8801
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any
government consultants, to conduct investigations of the project site during the course of the appeal process. You
will be provided a 15 day notice of any site investigation, and will have the opportunity to participate in all site
investigations.
Date: Telephone number:
Signature of appellant or agent.
DIVISION ENGINEER:
Commander
U.S. Army Engineer Division, South Atlantic
60 Forsyth Street, Room 9MI5
Atlanta, Georgia 30303-3490

Michael F Easley. Governor
F ~l A jF9 William G Ross Jr , Secretary
Cl North Carolina Department of Environment and Natural Resources
OG Alan W. Klimek, P.E Director
r Colleen H. Sullins. Deputy Director
> =4 Division of Water Quality
October 25, 2004

CERTIFIED MAIL
ll I,
Mr. Marty D. Bizzell, CPESC
Bass, Nixon & Kennedy, Inc.
10405 Lion Mill Road, Suite E
Wake Forest, NC, 27687
NBRRO 04-265
County: Wake
Attn:

BASIN:
Neuse River X Tar-Pamlico
(15A NCAC 2B .0233) (15A NCAC 2B.0259)
Complaint NOV Buffer Detennination X
Incident # Appeal Call

Project Name: Holt Springs Apartments

Location/Directions: East side of S. Main Street, to east of Main Street/NC Highway 55 bypass in Holly Spriltgs
(Wake County), NC.

Subject Stream: UT to Bass Lake

Date of Determination: 10/21/04
Feature Start Buffer End Buffer Stream Appeal Located Located on
GPS Points (if Form Call on Soil USGS
provided) Survey To o,ra hic
SB-1 35 38 20N 78 49 X X
47W
Above Not Subject 15.25
SB-1

Raleigh Regional Office 1628 Mail Service Center `1C-b `,-A phone [phone] Customer Service
Water Quality Section Raleigh, NC 27699-1628 facsimile [phone] 1.877.623-6748

~UGo
10/25/2004
Page 2 of 2

This on-site determination shall expire five (S) years from the date of this letter. Landowners or affected parties
that dispute a determination made by the DIVQ or Delegated Local Authority that a surface water errists and that
it is subject to the buffer rule may request a determination by the Director. A request for a determination by the
Director shall be referred to the Director in writing eo Cyndi Karoly, DJYQ Wetlands/401 Unit, 2321 Crabtree
Blvd., Raleigh, NC 27604-2260. Individuals that dispute a determination by the D IVQ or Dele; ated Lot-tit
Authority that "exempts" a surface water from the btiffer rule may ask for an ad judicatory !rearing. Yon must
act within 60 days of the date that you receive this letter. Applicants are hereby notified that the 60-day statutory
appeal time does not start until the affected parry (including downstream and adjacent landowners) is nulijied o'
this decision. DJVQ recommends that the applicant conduct this notification in order to be certain that third
party appeals are made in a timely manner. To ask for a hearing, send a written petition, which conforms to
Chapter 150B of the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail
Service Center, Raleigh, N.C. 27699-6714. This determination is final and binding unless yon usk fur it hearing
within 60 days.
The (owner/future owners) should notify the Division of Water Quality (including any other Local, Slate, and
Federal Agencies) of this decision concerning any f nitre correspondences regarding the subject property (slated
above). This project may require a Section 4041401 Permit for the proposed activity. Any inquiries should be
directed to the Division of Water Quality (Central Office) at (919)-733-1786, and the US Army Corp of Engineers
(Raleigh Regulatory Field Office) at (919)-876-8441.
Respectful
Michael o an
Environmental Spec. I
CC: File Copy
Central Files
DWQ 401 Wetlands Office
Wake County
Heather V. Keefer - Town of Holly Springs

I

Jdll I1 CuuJ z.uurm OVJIII, DRVJ nv•llvc~

Soil,V(TCtn, dC Enviroanxig
Givvp
C.::cc::L F: u.1J.nr !
cuurnnial C'umr us
Kalti.h!NC 27606
[phone]
[phone] fa<I
AGENT AUTHORIZATION FORM
All information to be filled in by/thec/urrent Isnd wner:
We, the current property owner, hereby authorize of Soil, Water, & L•nvironmrnt Group,
LLC of fialcigh, North Carolina(cotisultant) to au as agent on belulf of _M,~yr_
(Ixndowncr).in the processing of pcnnit applicuions jo furnish upon rrquest supplemental infu a6on to support
of applications,.etc.. from this: day forward. This day of _
This notification super -c4es any previous correspondence roneeming the agenrfor this projcet. I
ti011CE: This authorization, for liability and pr C for councFy {canons, is valid only for government officials to
cntcr the pmpurty when uccompsnied b5s;2-' of So'I, W tcr, & Environment Group, LLC' of Raleigh,
North Carolina (consultant) stall You s)could all Z - a ~ f r?} y (office) ctrl[ 1q
(mobile) (eonstlhant) to arrange a siu meeting print to visiting, the site.
USACF.., WIminfiton District r--
. Ficl Office (Ashevill , nlei ashington, or Wilmington)
Attn: s (USACE Pte)
? ~e \./e howm L
Ls u-ner ( tint)
Ad s 1 ~ N L L"O3 ~
City, State (~T "Lip -
9i9- 31oC0
Phonc

Pmjcct Nanic/Dcscription: <e-•lr . rU a~

_ O "
Ln cr (Signaturc) Date

Cc: Mr. John Domey Cc: JC. r'~ 6C (Consultant)
NCDF,NR-D1VQ
1650 ?Mail Service Center
Raleigh, NC 27699-1650 SOIL,~lA7ER~Ei~iVIA~A~NTQROU~ILC
REnn BUII M't, CE nENNIALCAMPUS
1001 CAPABUM DRIVE SUITE 311 I
RALEIGH, NC 77606

Soil, Water, & Environment Group, LLC
Research Building I, Centennial Campus
1001 Capability Drive, Suite 312 • Raleigh, NC 27606
/ Ph# [phone] • Fax# [phone] • http://Nvwwswegrp.com
Soil, Water, & Environment
Group

MEMORANDUM

DATE: 2/6/06

TO: Ian McMillan FEB 2006

FROM: Scott Frederick ,.;;Y

SUBJECT: Main Street Square Neuse Buffer Rule Review
Ian,

Enclosed are seven (7) copies of the revised wetland impact map previously submitted for the
Main Street Square Development in Holly Springs. This development is proposed by Mr. Kevin
Cochran of Boylan Development and supporting documentation for a Neuse Buffer Rule
Review and Approval was previously submitted on October 22, 2005 via a PCN. Also, as
discussed, due to the nature of the request and delay in processing from DWQ, no review fee is
necessary for this particular project and application.

Also, as discussed in phone conversations on (1/12 and 17, 2006), we are submitting this map
that illustrates proposed locations for stormwater systems, level spreaders, and scour holes to
achieve diffuse flow into the regulated Neuse River buffers and nutrient sensitive waters.
Hopefully this information, produced by Mr. Marty Bizzell of Bass, Nixon, and Kennedy
Consulting Engineers, will satisfy the Neuse Buffer rule requirements and an approval for these
proposed activities will be issued.

Let us know if additional information is necessary. Hopefully we can get everything resolved
shortly. Thank you. Talk to you soon. -Scott

Research Building I • Centennial Campus • 1001 Capability Drive • Raleigh, NC 27606

Soil, Water, & Environment Group, LLC
Research Building I, Centennial Campus
1001 Capability Drive, Suite 312 • Raleigh, NC 27606
1J Ph# [phone] • Fax# [phone] • http://www.swcgrp.com
Soil, Water, & Environment
( L..;
Group Nq F-0-3
pg
Mr. John Donley o c, ~z 1 2005
Division of Water Quality
401 /Wetlands Unit 2 0 0 5 1 9 5 3 DFNR-WATERQUALITY
1650 Mail Service Center `,ETty403")Slor'" IERgVIOH
Raleigh, NC 27699-1650
Re: Submittal of 404/401 Water Quality Permit Application (Neuse Buffer Approval) for Main
Street Square Project (Action ID: 200520531), Holy Springs, Wake County, NC

Dear Mr. Downey,

Enclosed are seven (7) copies of the PCN application and supporting information for the 404/401 Water
Quality Permit (Neuse Buffer Approval) for the Main Street Square Project, Holy Springs, NC. This
project is proposed by Boylan Development of Raleigh, Wake County, NC. Previously, a 404/401 PCN
application was submitted to USACE and approved based on the proposed site plan and impacts to
surface waters. A 401 certification application was not submitted for concurrence due to timing and
changes in project scope prior to submittal. This pen-nit (Action ID: 200520531) was issued on March
21, 2005 and a copy is included with this letter.
Division of Water Quality correspondence related to the jurisdiction and delineation of perennial and
intermittent streams found on the proposed site is included with this package. In addition, a jurisdictional
wetland delineation was completed and submitted concurrently with this permit application and a copy is
also included with this correspondence.
The original permit application revealed a great effort by Boylan Development to minimize wetland
impacts down to less than a 1/3 acre. Seven more parcels have been added to the site plan and for this
amended permit application. The current proposed site development will unavoidably impact
approximately 0.087 acres of jurisdictional waters of the United States. Even so, Boylan Development
and their architects have reduced Nvetland impacts to less than a 1/10 acre with the revised permit
application.
Seven copies of this application are being submitted for agency concurrence (Neuse Buffer Approval)
related to the Neuse Buffer Rules governing water quality impacts to surface waters in the Neuse River
Basin. Specifically, a request is submitted for a Neuse Buffer Approval related to storm water discharge
into buffers of tributaries to the Neuse River within the proposed project area.

Due to the proposed surface water impacts a 401 Water Quality Certification #3402 for residential,
commercial, and institutional developments is not required. Impervious surfaces on the proposed
development exceed 30%, however, given the minimal surface water impacts and proposed diffuse flow
(Attached Site Plan - Level Spreader locations) into nutrient sensitive buffers and waters, water quality
and quantity should be adequately addressed. Therefore, this application only seeks Buffer Rule
Approval for the diffuse flow leaving the development and entering Neuse Buffers. It is our
understanding that no application fee is required for this submittal.

i

Please let me know if you need additional information or if anything in the Neuse Buffer Approval
application needs amending. I look forward to working with you on this permit application process.
Thank you.

Sincerely,

Scott J. Frederick, EI, NCLSS
Environmental Scientist

Soil, Water, & Environmcnt
Group
CC: Mr. Kevin Cochran - Boylan Development Co.
Enc: (5)

I

Office Use Only: 0 0 5 Form 1 v9 ion March 05
5 3
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 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), chec

II. Applicant Information Q~~S'
OCT 2
1. Owner/Applicant Information 2005
°~~z'~ri, _
Name: Mr. Kevin Cochran c/o Boylan Development 11
Mailing Address: 410 N. Boylan Ave., Suite 138, Raleigh, NC 27603 70RI, MT
«ICH

Telephone Number: [phone] Fax Number: [phone]
E-mail Address: kcochrannboylancompanies.com

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: Scott Frederick
Company Affiliation: Soil, Water, & Environment Group, LLC
Mailing Address: 1001 Capability Dr., Ste. 312, Raleigh, NC 27606

Telephone Number: [phone] Fax Number: [phone]
E-mail Address: sjfredericknsweg_rp.com

Page I of 12

i

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: Main Street Square

2. T.I.P. Project Number or State Project Number (NCDOT Only):

3. Property Identification Number (Tax PIN): 0658075417, 0658075181, 065805071808,
065809065851, 065809067987, 065809067628, 065809069974, 065809069974,
065809162629,064808982516

4. Location
County: Wake Nearest Town: Holly Springs
Subdivision name (include phase/lot number):
Directions to site (include road numbers/names, landmarks, etc.): From Holly Springs,
travel south on NC55 approximately 1 mile past the water tank. The proposed project sight
is on the left across from SRI 114 and NC55 bypass.

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): 35.6391 ON 78.8309 °W

6. Property size (acres): 36.75
7. Name of nearest receiving body of water: Basal Creek and Bass Lake

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/maps/.)

9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Property consists of open fallow field adjacent to a
regenerating riparian forest corridor along Basal Creek. Some relic poplar and maple trees

Page 2 of 10

remain from the last lowing of the property. Beaver activity has flooded the creek and
changed the species composition of the adjacent riparian forest. A pond is located on the
eastern edge of the proposed development. Large white oak and willow oak trees are
scattered in the proposed open space areas.

10. Describe the overall project in detail, including the type of equipment to be used: The
landowner proposes to construct a multi-family residential, commercial retail development
contiguous with the new NC55 bypass road. This development will be constructed in
accordance with State and Federal water quality regulations. In an effort to minimize
impacts to surface waters and natural resources the development will be constructed
according to a high density design. Land clearing equipment such as bulldozers, excavators,
and pans will be used to design _ the grade proposed.

11. Explain the purpose of the proposed work: The surrounding area around Holy Springs
supports the demand for multi-family housing and is necessary to keep up with the growing
community. This demand for housing from the public and new residents to Holy Springs
warrants this development.

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. NWP 39 Permit previously obtained for Action ID: 200520531
(attached). Previous site plans, wetland impacts, and agency correspondences also attached to
this application.

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 additional permit requests are anticipated at this time for additional phases. See attached Site
Plan (Main Street Square).

Page 3 of 10

VI. Proposed Impacts to Waters of the United States/Waters of the State

It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: The proposed impacts to water
resources are limited to small jurisdictional riparian wetlands adjacent to and within the
floodplain of two unnamed tributaries to Bass Lake. The majority of the impacted wetland
areas is on the fringe of the main delineated wetland area on the property and has most likely
been enhanced due to beaver activity in the vicinity. Wetland impacts have been minimized
and avoided through careful design and redesign of the proposed project. Wetland impacts
have been minimized to .08 acres of the total 6.30 acres of wetlands on all parcels. One
stream crossing is proposed for a sanitary sewer easement, which will be contained to 20
linear feet of an unnamed tributary to Bass Lake.

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,
separate l list impacts due to both structure and floodin .
Located within Distance Area of
Wetland Impact Type of Wetland to Nearest
(Impact
Site Number Type of Impact (e.g., forested, marsh Floodplain , 100-year Stream (acres)
indicate on map) herbaceous, bo etc. ) p) g' ) (yes/no) (linear
feet)
I Clearing, fill, Forested Yes 25 639 ft-7
excavating (.01 ac.)
2 Fill Forested No 50 594 ft2
(.01 ac.)
3 Fill Forested No 25 42 ft2
(.001 ac.)
4 Fill Forested No 200 82 ft2
(.001 ac.)

Page 4 of 10

5 Fill Forested No 200 871
(.02 ac.)

6 Fill Forested No 100 1454
(.03 ac.)
Total Wetland Impact (acres) 3682 Q
(0.08 ac.)

3. List the total acreage (estimated) of all existing wetlands on the property: 6.30

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, multi 1 length X width, then divide b 43,560.
Stream Impact Average Impact Area of
Number Stream Name Type of Impact Intermittent. Perennial t? Stream Width Length Impact
indicate on ma) Before Impact linear feet) acres
NB-1 (sewer UT to Bass Lake clearing and p -5-10 R. 20 .003
casement)*** excavation

Total Stream Impact (by length and acreage) 20 .003
Included with this PCN is supporting documentation related to the stream evaluation of S13-1, as conducted by DWQ personnel
(Dated 10/25/2004).
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 Waterbody Type of Waterbody Area of
Site Number applicable) ) Type of Impact (lake, pond, estuary, sound, bay, Impact
(indicate on ma (if ap ocean, etc. acres

Total Open Water Impact (acres)

6. List the cumulative impact to all Waters of the U.S. resulting from the project..
Stream Impact (acres): .003
Wetland Impact (acres): .084
Open Water Impact (acres):

Page 5 of 10
i
I

Total Impact to Waters of the U.S. (acres) 087
Total Stream Impact (linear feet): 20

7. Isolated Waters
Do any isolated waters exist on the property? ? Yes ® No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.

8. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Current land use in the vicinity of the pond:
Size of watershed draining to pond: Expected pond surface area:

VII. Impact Justification (Avoidance and Minimization)

Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
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 initial site plan proposed 6
apartment buildings, associated parking, plus amenities. In order to minimize wetland impacts, 3
apartment buildings totaling 84 units were eliminated (See layout "Main Street Square" by Bass,
Nixon and Kennedy, Inc. Dated 8/2/04, Exhibit "A", previously submitted). The current site plan
proposes a maximum of 354 units on 36.75 acres of land, associated parking and amenities
(Exhibit B). The total developable acreage is 20.15 acres with 16.60 acres of open space and
14.10 acres of impervious surfaces. Retaining walls have been designed to minimize impacts to
wetlands and surface waters extensively in the site plan. Tree protection fencing and various
erosion control measures will be placed around wetlands during construction to reduce
any potential impact.

Page 6 of 10

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:/ih2o.enr.state.nc.us/ncwet]ands/strmgide.htm1.

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.

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:

Page 7 of 10

Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):

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.

1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 213.0259 (Tar-Pamlico), 15A NCAC 0213.0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify V Yes ® No ?
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.

Zone* Impact Multiplier Required
(square feet Mitigation
1 1200 3 (2 for Catawba)
2 800 1.5
Total 2000
* Zone I 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.

Page 8 of 10

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.

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. Existing impervious acreage on the site is
0%. Total site area for is 20.15 acres out of 36.75 for the parcels identified in this permit. The
proposed impervious area is 14.1 acres or 38.37% of the total current and proposed project area.
Of the 36.75 acres, 6.30 acres is jurisdictional wetlands with approximately 6.22 acres to be
preserved along with 16.60 acres of open space. Stormwater discharge directly to wetland areas
will be avoided. Concentrated stormwater discharge into buffers will also be avoided.
Stormwater will be discharged at non-erosive velocities (i.e.diffuse flow).

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.

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/ncwetiands. If no, please provide a short narrative description: This
project site is located adjacent to Highway 55 and no additional development is feasible within
the vicinity and subwatershed. Additional development is possible across Highway 55, which

Page 9 of 10

I

drains away from the Highway. Both tributaries in the vanity of the Main Street project are
impounded, which helps to maintain adjacent and downstream water quality.

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).

J~

10/19/05
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)

Page 10 of 10

To Holy Springs

SITE
Fj

NO 55 Bypass -

y,

/ Wake County Parcels
0 Phase I Parcels.shp
Phase I Soils.shp
[ AgC2
J ApB2
[J CeC2
CeD
Jo
0.1 0 1 0.2 Mi s D O2
~~77 =w N
TV Wv
Figure 2: SCS Soils and Site Location Map; Main Street Square - Boylan Development
(Source: Wake County GIS, 2005)
Page 12 of 12

v;
.
`,1 i/-J ~i' ~.~i+ ' •1111 1, ~Y
- j olly Springs

I

Y
+ it t.~` =~'q~'-•'- - -.r,--~+
SITE
\ l
Ba.
La,
S.,
325

' '~tut ~ j -

j
' r-x s• p ~T .I .A~~... 417
1 1 ....V
J

Scala; 1124,000`{Source. ty~apt chi 2G~3)- {~l1 _ , - , ' , ' ~ ~N
W2

Figure 1: Vicinity and Site Location Map; Main Street Square - Boylan Development
(Source: Wake County GIS, 2005)
Page 11 of 12

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action ID: 200520531 C P?Vke

GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION

Property Owner: Boylan Development
Attn: Kevin Cochran
Mailing Address: 410 N. Boylan Avenue, Suite 138
Raleigh, North Carolina 27603 Telephone No.: [phone]
Authorized Agent: Soil, Water, & Environment Group, LLC
Attn: Scott Frederick
Mailing Address: 1001 Capability Drive, Suite 312
Raleigh, North Carolina 27606 Telephone No.: [phone]

Location of property (road name/number, town, etc.): The property is located on the cast side of the intersection of INC
55 and SR 1114, near Holly Springs, Wake County, North Carolina
Site Coordinates: 35.6386 °N -78.8308 °W USGS Quad: Apex

Waterway: Basal Creek River Basin: 200520531 HUC: 03010201

Description of projects area and activity (see page 2 for a summary of authorized impacts): This permit authorizes the
placement of fill into waters of the United States for lot fill and installation of sanitary sewer to facilitate the
construction of the proposed Holly Springs Apartments at IVIain Street Square as depicted by plans sent on
January 20, 2005.
Applicable Law: ® Section 404 (Clean Water Act, 33 USC 1344)
? Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: Nationwide or Regional General Permit Number(s): 39

Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the attached
conditions and your submitted plans. Any violation of the attached conditions or deviation from your submitted plans may subject the
permittee to a stop work order, a restoration order and/or appropriate legal action.
This verification will remain valid until the expiration date identified below unless the nationwide authorization is modified,
suspended or revoked. If, prior to the expiration date identified below, the nationwide permit authorization is reissued and/or
modified, this verification will remain valid until the expiration date identified below, provided it complies with all requirements of
the modified nationwide permit. If the nationwide permit authorization expires or is suspended, revoked, or is modified, such that the
activity would no longer comply with the terms and conditions of the nationwide permit, activities which have commenced (i.e., are
under construction) or are under contract to commence in reliance upon the nationwide permit, will remain authorized provided the
activity is completed within twelve months of the date of the nationwide permit's expiration, modification or revocation, unless
discretionary authority has been exercised on a case-by-case basis to modify, suspend or revoke the authorization.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You
should contact the NC Division of Water Quality (telephone [phone]) to determine Section 401 requirements.
For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act (CAMA),
prior to beginning work you must contact the N.C. Division of Coastal Management .
This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required Federal,
State or local approvals/permits.
If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of Engineers regulatory
program, please contact Kevin Yates at telephone [phone], ext 30.
Corps Regulatory Official Date: 03/21/2005 Verification Expiration Date: 03/19/2007
Copy Furnished:
Page I of 2
I
i

Determination of Jurisdiction:

® Based on preliminary information, there appear to be waters of the US including wetlands within the above described project area.
This preliminary determination is not an appealable action under the Regulatory Program Administrative Appeal Process
(Reference 33 CFR Part 331).
? There are Navigable Waters of the United States within the above described project area subject to the permit requirements of
Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. 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 waters of the US and/or wetlands within the above described project area 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.
? The jurisdictional areas within the above described project area have been identified under a previous action. Please reference the
jurisdictional determination issued on (Action ID:
Basis of Jurisdictional Determination: This site exhibits wetland criteria as described in the 1987 Corps Wetland Delineation
Manuel and is part of a broad continuum of wetlands connected to Basal Creek, a tributary of the Neuse River, adjacent to
Pamlico Sound. This waterbody exhibits an ordinary high water mark as indicated by changes in soil character and absence
of terrestrial vegetation and is hydrologically connected to the Basal Creek, adjacent to the Neuse River adjacent to Pamlico
Sound.
Corps Regulatory Official Date: 03/21/2005 Determination Expiration Date: 03/21/2010
41
Summa of Authorized Impacts and Required Mitigation
Action ID NWP / GP Open Water (ac) Wetland (ac) Unim oriant Steam (if) Important Stream 1
# # Temporary Permanent Temporary Permanent Temporary Permanent Temporary Permanent
200520531 39 0.27 20

Impact Totals 0 0 0 0.27 0 0 20 0
Total Loss of Waters of the U.S. ac 0.27 Total Loss of Waters of the U.S. 1 0
Required Wetland Mitigation (ac) 0 Required Stream Mitigation (10 0
Additional Remarks and/or Special Permit Conditions:
SEE ATTACHED SPECIAL CONDITIONS

Page 2 of 2
I

Action ID: 200520531 County: Wake

SPECIAL PEIUMT CONDITIONS

1.

Fenced boundaries
Permittee shall locate all wetland boundaries and identify them on site with the
installation of temporary fencing (e.g., orange webbed tree-protection fencing).
Markings on the boundary fencing (or attached flags) shall identify the demarcated area
as a wetland. Demarcation of wetland areas shall be accomplished prior to initiation of
any impacts to jurisdictional areas (fill, mechanized landclearing, culvert installation,
etc.) authorized by this permit. The fencing shall remain in place throughout the duration
of all construction activities associated with the project.

I
I

WILMINGTON DISTRICT
POST-CONSTRUCTION COMPLIANCE FORM
Action ID Number: 200520531 County: Wake

Permittee: Boylan Development Attn: Kevin Cochran

Date Permit Issued: 03/21/2005

Project Manager: Kevin Yates

Upon completion of the activity authorized by this permit and any mitigation required by the permit,
sign this certification and return it to the following address:

US Army Corps Of Engineers
Wilmington District
Raleigh Regulatory Field Office
6508 Falls Of The Neuse Road
Suite 120
Raleigh, North Carolina 27615

Please note that your permitted activity is subject to a compliance inspection by a U. S. Army Corps of
Engineers representative. If you fail to comply with this permit you are subject to permit suspension,
modification, or revocation.

I hereby certify that the work authorized by the above referenced permit has been completed in
accordance with the terms and condition of the said permit, and required mitigation was completed in
accordance with the permit conditions.

Signature of Permittee Date

i~ i~.~.1 R' •,a ~ 7 C r. r Nci ~ y ~
r '
T,
Applicant: Boylan Development Attn: Kevin File Number: 200520531 Date: 03/21/2005
Cochran
Attached is: See Section below
INITIAL PROFFERED PERMIT (Standard Permit or Letter of A
permission)
PROFFERED PERMIT (Standard Permit or Letter of permission) B
PERMIT DENIAL C
APPROVED JURISDICTIONAL DETERMINATION D
L PRELIMINARY JURISDICTIONAL DETERMINATION E
.,rc.n.p x a . z n Nr~::a. - ~,..r ns +C' y ~ n•R~u-~w.e
SEC I JI X1"~xli"e f~llgw~ii tclc ntxfi6 hyour;rtghts and opttQn's regard n an d utii'sfratiue appea`la hey "$o
dectsionr Additi6nal information maybe found at httn:www usace.army mil/tnet%functions/cwlcecwo/ret; or
. 6" ' S' r- la Ions" t 33. GFRr Pat ~39i1 ti
I'A: ..INITIAL PROFFERED PERMIT: You may accept or object to the permit.
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature
on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the
permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit.
• OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request that the
permit be modified accordingly. You must complete Section II of this form and return the form to the district engineer. Your
objections must be received by the district engineer within 60 days of the date of this notice, or you will forfeit your right to appeal
the permit in the future. Upon receipt of your letter, the district engineer will evaluate your objections and may: (a) modify the
permit to address all of your concerns, (b) modify the permit to address some of your objections, or (c) not modify the permit
having determined that the permit should be issued as previously written. After evaluating your objections, the district engineer
will send you a proffered permit for your reconsideration, as indicated in Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature
on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the
permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit.
• APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein, you
may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of this form
and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the date of
this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by
completing Section II of this form and sending the form to the division engineer. This form must be received by the division engineer
within 60 days of the date of this notice.
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or
provide new information.
• ACCEPT: You do not need to notify the Corps to accept an approved 1D. Failure to notify the Corps within 60 days of the date of
this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
• APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers Administrative
Appeal Process by completing Section 11 of this form and sending the form to the division engineer. This form must be received by
the division engineer within 60 days of the date of this notice.

E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps
regarding the preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved
JD (which may be appealed), by contacting the Corps district for further instruction. Also you may provide new
information for further consideration by the Corps to reevaluate the JD.

.:av
~SEGTIQIIb IJEST FOR AP,PEA41;. or OB:JECTINS TO. AN INITIQI~IR~QFFERED: PE.RMIT,1..
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your
objections to an initial proffered permit in clear concise statements. You may attach additional information to
this form to clarify where your reasons or objections are addressed in the administrative record.)

ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps
memorandum for the record of the appeal conference or meeting, and any supplemental information that the
review officer has determined is needed to clarify the administrative record. Neither the appellant nor the Corps
may add new information or analyses to the record. However, you may provide additional information to clarify
the location of information that is already in the administrative record.
OIN. Q °QN CT'.FQIZ~ ,LTESTIONS.ORSINI;ORIv1ATsIQi
',P
If you have questions regarding this decision If you only have questions regarding the appeal process you
and/or the appeal process you may contact: may also contact:
Kevin Yates Mr. Arthur Middleton, Administrative Appeal Review
Raleigh Regulatory Field Office Officer
US Army Corps of Engineers CESAD-ET-CO-R
6508 Falls of the Neuse Road, Suite 120 U.S. Army Corps of Engineers, South Atlantic Division
Raleigh, North Carolina 27615 60 Forsyth Street, Room 9M15
Atlanta, Georgia 30303-8801
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any
government consultants, to conduct investigations of the project site during the course of the appeal process. You
will be provided a 15 day notice of any site investigation, and will have the opportunity to participate in all site
investigations.
Date: Telephone number:
Signature of appellant or agent.
DIVISION ENGINEER:
Commander
U.S. Army Engineer Division, South Atlantic
60 Forsyth Street, Room 9MIS
Atlanta, Georgia 30303-3490

I

Michael F Easley, Governor
ATF William G. Ross Jr., Secretary
~O RO North Carolina Department of Environment and Natural Resources
G Alan W. Klimek, P.E. Director
-0 7 Colleen H. Sullins, Deputy Director
Division of Water Quality
October 25, 2004

CERTIFIED MAIL

Mr. Marry D. Bizzell, CPESC
Bass, Nixon & Kennedy, Inc.
10405 Ligon Mill Road, Suite E
Wake Forest, NC, 27687 NBRRO 04-265
County: Wake

Attn:
BASIN:
Neuse River X Tar-Pamlico
(15A NCAC 2B .0233) (1 SA NCAC 26 .0259)
Complaint NOV Buffer Detennination X
Incident # Appeal Call

ments
Project Name: Noll Springs Apart
Location/Directions: East side of S. Main Street, to east of Main Street/NC Highway 55 bypass in Holly Spl•iltgs
(Wake County), NC.

Subject Stream: UT to Bass Lake

Date of Determination: 10/21/04

Feature Start Buffer End Buffer Stream Appeal Located Located on
GPS Points (if Form Call on Soil USGS
provided) Survey To oizra Itic
SB-1 35 38 20N 78 49 X X
47W
Above Not Subject 15.25
SB-1

Raleigh Regional Office 1628 Mail Service Center `tC:Ophone [phone] Customer Service
Water Quality Section Raleigh, NC 27699-1628 facsimile [phone] 1-877.623-6748

li

IIIJJJ

10/25/2004
Page 2 of 2

This on-site determination shall expire five (S) years from the date of this letter. Landowners or affected parties
that dispute a determination made by the D{VQ or Delegated Local Authority that a surface water exists and that
it is subject to the buffer rule may request a determination by the Director. A request for a determination by the
Director shall be referred to the Director in writing do Cyndi Karoly, DIVQ Wetlands/401 Unit, 2321 Crabtree
Blvd., Raleigh, NC 27604-2260. Individuals that dispute a determination by the DWQ or Delegated Local
Authority that "exempts" a surface water from the buffer rule may ask for an ad judicalory hearing. You must
act within 60 days of the date that you receive this letter. Applicants are hereby notified that the 60-day statutory
appeal time does not start until the affected party (including downstream and adjacent landowners) is nolijietl of
this decision. DIVQ recommends that the applicant conduct this notification in order to be certain that third
party appeals are made in a timely manner. To ask for a !rearing, send a written petition, which conforms to
Chapter 150B of the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail
Service Center, Raleigh, N.C. 27699-6714. This determination is final acrd binding unless yo ti ask for it bearing
within 60 days.
The (owner/future owners) should notify the Division of Water Quality (including any other Local, State, and
Federal Agencies) of this decision concerning any future correspondences regarding the subject property (stated
above). This project may require a Section 4041401 Permit for the proposed activity. Any inquiries should be
directed to the Division of Water Quality (Central Office) at (919)-733-1786, and the US Army Corp of Engineers
(Raleigh Regulatory Field Offtee) at (919)-876-8441.
Respectful
Michael o an
Environmental Spec. I
CC: File Copy
Central Files
DWQ 401 Wetlands Office
Wake County
Heather V. Keefer - Town of Holly Springs

Jan.17. 2 0 0 5 2:OOPM BOSTIC BROS N0•y3C4 Y [ I

Soi1,VPatrr, tic &tvironmast
Cavnp
Cuu,nnial Campus
Kzki.h, NC 27606
(919)911-12.14
[phone]tfacl
AGENT AUTHORIZATION FORM
All information to be filled inbv the current 13nd2wner:
We, the current property owner, hereby authorize r k of Soil, Water, d: Cnvironmcnt Group,
LLC of Raleigh, North Carolina (consultant) to act as agent on behalf of -A. 5 ~uy 1~.xbPy+t L LCr
(l.andowncr).in the proocssing of pcnnit applicarionc,•to furnish Oon request supplemental inf! imon in support
of applications, etc.. from this day forward. This `day of _
Thicnotification sup--,-des any previous correspondence concerning the ttgrnr'for this project. I
N011CE: This autFiorization, for liability and pr~{c courtesy reasons, is valid only for government officials to
enter the property when accompanied bye of Soil W tcr• & Environment Group, LLC of Raleigh,
North Carolina (consultant) atatT. You should csll, ~Cti a~jl1 t-(33 H (offi cc) ot~LU;j_3Z?`i
(mobile) (consuhani) to arrange a site meeting prior to visiting the site.
USAC E, W'Imington District
12. lei Fiel Office (Ashevill , nlei ashington. or Wilrningtcn)
Attn: s (USACE POC).
/S D12 'le /...PmP t* L
La wncr ({Tint)
/V a L . } 13

city, State Lip
57 OCO
Cj C) ? g(
Phone
Project Nanic/Dcscription:
5LC
~La cr Si nucun: Date

Cc: Mr. John Domey Cc: ~ rrr'~ 6( (Consultant)
NCDFNR-D\VQ
1650 Mail Service Center
Raleigh, NC 27699-1650 Sol,W TER & MMM G=UC
RESF1lRt~3 BUIIDING1, f3~S
1001 GPABUM DRIVE WU 312 I
RALEIGH, hC 77605

I

PLANNING BOARD RECOMMENDATION : v04-REZ-06 msxw I l : t t % / ~ ;
ONING CONDITIONS : =04-13EZ-06 r 1 nsx r
1
1. NO WAIVERS WILL BE REQUESTED FOR THE USE 1. NO WAIVERS WILL BE REQUESTED FCR THE USE
OF ALUMINUM OR VINYL SIDING. OF ALUMINUM OR VINYL SIDING. m /i•t
2. ALL BUILDINGS. INCLUDING COMMUNITY BUILDING. 2. ALL BUILDINGS, INCLUDING COMMUNITY BUILDING.
SHALL BE CONSTRUCTED USING ALL FIVE (5) OF THE SHALL BE CONSTRUCTED USING ALL FIVE (5) OF THE / y ' /
DESIGN AND APPEARANCE REQUIREMENTS. ONLY FOUR (4) DESIGN AND APPEARANCE REOUIREMENTS. ONLY FOUR (4) ARE REQUIRED. J
ARE REQUIRED. msi+[
3. SHARED ACCESS ALONG THE SOUTHERN PROPERTY LINE
SHALL BE PROVIDED FOR ADJACENT PROPERTY OWNERS. y y? j /
E x m r / x rt
` r esx w r is w /-J'~~ ,
///7 s
<a w,
i
/ \ -
- c- : y
_ \ r Wks
-
--t
Z
- : = -
W
rrx
/~La Y(7
• i s ra i
N. C. FIIG Y • 55 ~Y-PASS
, xs o
OLU
- - - \\~y
.:rc
7 \ ~,v LL

a
x w,- cwt auwls_-a%,~w~; k'vbt.!T!'•---~\~_--- - .:i•-~- rt rsn - ;1 OzD 0
- w~~w~,tl ~~r'e[•`6 - - x' ' _ =p~: ,
1 I B. d D.M. ROBINSON II - - _ w~n• / ' z'
D.B. 4920PC. 5 I W\~'0 •,[ror. ~,'t~".~.~'`\~ NN=o7o
l I B.O.H. 1991 PC 547 I / / , / .I"~-.+v. w \ •"r•..:,• - \ N z W W a
PIN: 0658065851 bl \ "e ~`••x \ \ QD°~4`~
3
" rx rr. ~
\t
s I ~ ZONING :'LO6AL1'BUSINES$ ILBI / \ --ZONINGLOCAL•DUSINESSIL8I _
#04 _ ~~i'Y / \ \4

' 404-06 i i EZ-O6 - - -e
1 - -
\ 'dUTURE LDI ~ERO fAL-, • -.>c ssp _ i ,4rb""••' ~ ~
r •a~ m \ L-1 1'`- y.~[w. - ? c'_ / % ,SVara f0.2ti3 df. \ v
" EX PP
r _
i d -'rte r , r .
9 - _
t 1 s~ i i : - rswr =
r;~~ i `~j~ - s[rancx },l, 11Y~-t-i. ~ i - - Q°,'' j/ r ( .
~ .i
1 m % r '~ZONINO : E M-0615CU ir, R lI '1; ~ e r.. j__._- + ~ ! ~x~~` ~ ~ SITE DATA

FAMILY AREA : 13.38 ACRE
LOCAL S Q
LOCAL BUSINESS AREA : 4.04 ACRES o J
ZONING l8 & B-MF16CU a I
PIN A Portion 01 0 6 58-07-51BI 0 a
0658-07.3417 ° o
1 r~l ~'~l / ry L cawur°q / a~~,,;;'.' 0658-01-1808 ut
PROPOSED USE : Apartments j
TOTAL MULI-FAMILY UNITS : 156 Units
E : A~ h' ` / DENSm: 11.7 Ununil z
0..wvxaa SETBACKS : FRONT - 30'
1 + I 4,. sv0u sers s SIDE - 30•
REAR - 3D' ~
F.L. d E.B. ARNOLD
D.B. I 4 s . Tn,i INTERIOR YARD : Mm.Rsquired Front III Rat • T7.8'
.B. J263 PC. 6
B.NO. M . 1 981 PC. 268 MIn.Required Side 13.6'
ern, _ -(,I\~ , • woo a o~. - jr/a~e[~~•-~ ®4 PARKING REQUIRED ; 48-1 Bdrm.Units @ 1.5 Sp. Es = 72 Spaces
? I
PI: 0658069979 1 , ,1+trPn Y 4 , \ - Svx~ 1e n1 6 r. Y-/ 102-2 I'd m. Units 2 S Ea.= 204 Spaces s@ S P
6GueBdPark @ 5'n' Tolel. i6 Sp e... 0
- - _ : - jf1NING : --O6 5 `k q q~ Cub Hours 10 S per 1,000 SF Pool 8 Spaces
ln'yy \ e~ y N04 REZ6 TotaRequired Parking Spaces • c313 Spaces =
- F ,i <s % / • m PARKING PROVIDED 318 spaces LLJ O
Z
HANDICAPPED PARKING REQUIRED 8 spaces -2
1 ~'y ® HANDICAPPED PARKING PROVIDED 8 spaces a Q
15 Sid.d 3 Van Access)
_ s •..y. . e'Fl`,~Q. OP DEVELOPED RECREATIONAL OPEN SPACE : Required 8 Provided Z
w
I a v (20S 01 Total Area). 110,555 S.F. LU
N y t;
-7 70 U -1
S5/5 Z LU } Y 0."!
cv.mn \ / J 3

E.B. ARNOLD L SHARON GALE \ / 55 I 0 N
O.B. 4456 PG. 720
PIN: 0658162629 II
B.O.M. 1984 PG. 268 r ,es7 Q > U d
55~SS--._.S fnn. m_SS_,
J{ ' / \ s°'~ r swa, ii SS~SS- CRRO(~t o p'
/ .J _ .~OQ;~ICSSIpyt~•t• x lL
4f~
tle+~°°u
% ARA BRIDCERS HEIRS FEA SEk ! 0 F-
~.i'~/ 08 764 PG. 204 i 1-2% 7s a z O
( PiN: 0658087066
0 Z
Developer : Engineer O
„1; ~IllC, '
In HSL 8 REPDIw to \ Boylan Development Company Bass, Nixon and Kennedy, Inc.
% Pw A esC 9 410 N. Boylan Avenue 10405E Ligon Mill Road J v 1~ •
Raleigh, NO 27603 Wake Forest, NC 27587 4, dvA1
1 / s R•9® \ Telephone :[phone] Telephone [phone] p r,
THIS LINE AP IMATES TH I \ Fox :919-032-0147 Fax : [phone] W LL
/ CENTERLINE 0 EEK. Contact : Tyler Morris Contact: Harry Mitchell, P.E. a N Up -
CENTERLINE D EEK 15 9 6 \
PROPERTY LIN . J _t:..

W' Soil, Water, & Environment Group, LLC
Research Building I, Centennial Campus
1001 Capability Drive, Suite 312 • Raleigh, NC 27606
Ph# [phone] • Fax# [phone] • http://wwwswegrp.com
Soil, Water, & Environment
Group p
Mr. John Dorney
Division of Water Quality 0 5 3 0 C T 2 1 ZOU5
401/Wetlands Unit - DEIiR
Raleigh, Mail Service Center , NC 27699 1650 111-:T oWi' sANDSTo '-Q TER6 4wCIi

Re: Submittal of 404/401 Water Quality Permit Application (Neuse Buffer Approval) for Main
Street Square Project (Action ID: 200520531), Holy Springs, Wake County, NC

Dear Mr. Downey,
Enclosed are seven (7) copies of the PCN application and supporting information for the 404/401 Water
Quality Permit (Neuse Buffer Approval) for the Main Street Square Project, Holy Springs, NC. This
project is proposed by Boylan Development of Raleigh, Wake County, NC. Previously, a 404/401 PCN
application was submitted to USACE and approved based on the proposed site plan and impacts to
surface waters. A 401 certification application was not submitted for concurrence due to timing and
changes in project scope prior to submittal. This permit (Action ID: 200520531) was issued on March
21, 2005 and a copy is included with this letter.

Division of Water Quality correspondence related to the jurisdiction and delineation of perennial and
intermittent streams found on the proposed site is included with this package. In addition, a jurisdictional
wetland delineation was completed and submitted concurrently with this permit application and a copy is
also included with this correspondence.
The original permit application revealed a great effort by Boylan Development to minimize wetland
impacts down to less than a 1/3 acre. Seven more parcels have been added to the site plan and for this
amended permit application. The current proposed site development will unavoidably impact
approximately 0.087 acres of jurisdictional waters of the United States. Even so, Boylan Development
and their architects have reduced wetland impacts to less than a 1/10 acre with the revised permit
application.
Seven copies of this application are being submitted for agency concurrence (Neuse Buffer Approval)
related to the Neuse Buffer Rules governing water quality impacts to surface waters in the Neuse River
Basin. Specifically, a request is submitted for a Neuse Buffer Approval related to storn water discharge
into buffers of tributaries to the Neuse River within the proposed project area.

Due to the proposed surface water impacts a 401 Water Quality Certification #3402 for residential,
commercial, and institutional developments is not required. Impervious surfaces on the proposed
development exceed 30%, however, given the minimal surface water impacts and proposed diffuse flow
(Attached Site Plan - Level Spreader locations) into nutrient sensitive buffers and waters, water quality
and quantity should be adequately addressed. Therefore, this application only seeks Buffer Rule
Approval for the diffuse flow leaving the development and entering Neuse Buffers. It is our
understanding that no application fee is required for this submittal.

Please let me know if you need additional information or if anything in the Ncuse Buffer Approval
application needs amending. I look forward to working with you on this permit application process.
Thank you.

Sincerely,

i

Scott I Frederick, EI, NCLSS
Environmental Scientist
t
t
Soli, Water, & Environment
Group
CC: Mr. Kevin Cochran - Boylan Development Co.
Enc: (5)

Office Use Only: ) O o nlver iwiNTh 05

USACE Action ID No. D`'VQ 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 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 det ffV29*

II. Applicant Information D
O C T 2 1 2005
1. Owner/Applicant Information DENR _
WATER
Name: Mr. Kevin Cochran c/o Boylan Development IVETLMOSA14 QUALITY
Mailing Address: 410 N. Boylan Ave., Suite 138, Raleigh, NC 27603

Telephone Number: [phone] Fax Number: [phone]
E-mail Address: kcochrannboylancompanies.coin

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: Scott Frederick
Company Affiliation: Soil, Water, & Environment Group, LLC
Mailing Address: 1001 Capability Dr., Ste. 312, Raleigh, NC 27606

Telephone Number: [phone] Fax Number: [phone]
E-mail Address: sjfrederick(aaswegrp.com

Page I of 12

III. Project Information

Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Main Street Square

2. T.I.P. Project Number or State Project Number (NCDOT Only):

3. Property Identification Number (Tax PIN): 0658075417, 0658075181, 065805071808,
065809065851, 065809067987, 065809067628, 065809069974, 065809069974,
065809162629,064808982516

4. Location
County: Wake Nearest Town: Holly Springs
Subdivision name (include phase/lot number):
Directions to site (include road numbers/names, landmarks, etc.): From Holly Springs,
travel south on NC55 approximately 1 mile past the water tank
. The proposed project sight
roJ'ect si ht
is on the left across from SRI 114 and NC55 bypass.
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): 35.6391 ON 78.8309 °W
6. Property size (acres): 36.75
7. Name of nearest receiving body of water: Basal Creek and Bass Lake

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/maps/.)

9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Property consists of open fallow field adjacent to a
regenerating riparian forest corridor along Basal Creek. Some relic poplar and maple trees

Page 2 of 10

remain l I of th from the ast oggtng o the property.
Beaver activity has flooded the creek and
changed the species composition of the adjacent riparian forest. A pond is located on the
eastern edge of the proposed development. Large white oak and willow oak trees are
scattered in the proposed opens ace areas.

10. Describe the overall project in detail, including the type of equipment to be used: The
landowner proposes to construct a multi-family residential commercial retail development
contiguous with the new NC55 bypass road. This development will be constructed in
accordance with State and Federal water quality regulations. In an effort to minimize
impacts to surface waters and natural resources the development will be constructed
according to a high density design. Land clearing equipment such as bulldozers, excavators,
and pans will be used to design the grade proposed.

11. Explain the purpose of the proposed work: The surrounding area around Holy Springs
supports the demand for multi-family housing and is necessary to keep up with the growing
community. This demand for housing from the public and new residents to Holy Springs
warrants this development.

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. NWP 39 Permit previously obtained for Action ID: 200520531
(attached). Previous site plans, wetland impacts, and agency correspondences also attached to
this application.

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 additional permit requests are anticipated at this time for additional phases. See attached Site
Plan (Main Street Square).

Page 3 of 10
it

VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.

1. Provide a written description of the proposed impacts: The proposed impacts to water
resources are limited to small jurisdictional riparian wetlands adjacent to and within the
floodplain of two unnamed tributaries to Bass Lake. The majority of the impacted wetland
areas is on the fringe of the main delineated wetland area on the property and has most likely
been enhanced due to beaver activity in the vicinity. Wetland impacts have been minimized
and avoided through careful design and redesign of the proposed project. Wetland impacts
have been minimized to .08 acres of the total 6.30 acres of wetlands on all parcels. One
stream crossing is proposed for a sanitary sewer easement, which will be contained to 20
linear feet of an unnamed tributary to Bass Lake.

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,
separate l list impacts due to both structure and floodin .
Located within Distance Area of
Wetland Impact Type of Wetland to Nearest
Site Number Type of Impact (e.g., forested, marsh, 100-year Stream Impact
. (indicate on map) herbaceous, bog, etc.) Floodplain (yes/no) (linear (acres)
feet
Clearing, fill, 639 ft2
1 excavating Forested Yes 25 (.01 ac.)
2 Fill Forested No 50 594 ft2
(.01 ac.)
3 Fill Forested No 25 42 ft2
(.001 ac.)

4 Fill Forested No 200 82 ft2
(.001 ac.)

Page 4 of 10

5 Fill Forested No 200 871
(.02 ac.)

6 Fill Forested No 100 1454
(.03 ac.)
Total Wetland Impact (acres) 3682 ft2
(0.08 ac.)

3. List the total acreage (estimated) of all existing wetlands on the property: 6.30

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, multi 1 length X width, then divide b 43,560.
Stream Impact Average Impact Area of
Number Stream Name Type of Impact Intermittent. Perennial Intermittent? Stream Width Length Impact
indicate on ma) Before Impact (linear feet acres
NB-1 (sewer UT to Bass Lake clearing and P -5-10 ft. 20 .003
easement)*** excavation

Total Stream Impact (by length and acreage) 20 .003
Included with this PCN is supporting documentation related to the stream evaluation of S13-1, as conducted by DWQ personnel
(Dated 10/25/2004).
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 Waterbody Type of Waterbody Area of
Site Number (if applicable) e) Type of Impact (lake' pand estuary' sound bay' Impact
indicate on ma ocean, etc. acres

Total Open Water Impact (acres)

6. List the cumulative impact to all Waters of the U.S. resulting from the project.
Stream Impact (acres): .003
Wetland Impact (acres): .084
Open Water Impact (acres):

Page 5 of 10

Total Impact to Waters of the U.S. (acres) 087
Total Stream Impact (linear feet): 20

7. Isolated Waters
Do any isolated waters exist on the property? ? Yes ® No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.

8. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Current land use in the vicinity of the pond:
Size of watershed draining to pond: Expected pond surface area:

VII. Impact Justification (Avoidance and Minimization)

Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
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 initial site plan proposed 6
apartment buildings, associated parking, plus amenities. In order to minimize wetland impacts, 3
anartment buildings totaling 84 units were eliminated (See layout "Main Street Square" by Bass,
Nixon and Kennedy, Inc. Dated 8/2/04, Exhibit "A", previously submitted). The current site plan
proposes a maximum of 354 units on 36.75 acres of land, associated parking and amenities
(Exhibit B). The total developable acreage is 20.15 acres with 16.60 acres of open space and
14.10 acres of impervious surfaces. Retaining walls have been designed to minimize impacts to
wetlands and surface waters extensively in the site plan. Tree protection fencing and various
erosion control measures will be placed around wetlands during construction to reduce
any potential impact.

Page 6 of 10

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://l12o.enr.state.ne.us/ncwetlands/stnnyide.htm1.

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.

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/wr2/index.litm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:

Page 7 of 10

Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):

IX. Environmental Documentation (required by DWQ)

1. Does the project involve an expenditure of public (federaUstate/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.
1. Will the project impact protected riparian buffers identified within 15A NCAC 213 .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 V Yes ® No ?

2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
Zone* Impact Multiplier Required
(square feet Mitigation
1 1200 3 (2 for Catawba)
2 800 1.5
Total 2000
* 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.

Page 8 of 10

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.

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. Existing impervious acreage on the site is
0%. Total site area for is 20.15 acres out of 36.75 for the parcels identified in this permit. The
proposed impervious area is 14.1 acres or 38.37% of the total current and proposed project area.
Of the 36.75 acres, 6.30 acres is jurisdictional wetlands with approximately 6.22 acres to be
preserved along with 16.60 acres of open space. Stormwater discharge directly to wetland areas
will be avoided. Concentrated stormwater discharge into buffers will also be avoided.
Stormwater will be discharged at non-erosive velocities (i.e.diffuse flow).

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.

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
littp://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description: This
project site is located adjacent to Highway 55 and no additional development is feasible within
the vicinity and subwatershed. Additional development is possible across Highway 55, which

Page 9 of 10

drains away from the Highway. Both tributaries in the vanity of the Main Street project are
impounded, which helps to maintain adjacent and downstream water quality.

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).

10/19/05
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)

Page 10 of 10

74..

i• olls Springs":,y, ~i , N
t i •

r\ SITE
k, ~T , Itll d12aCro Tw.ea
Lai

~tvti~ ~a - to

f,, p , - j lug r
I / t r V -
ij.
r'~y ~ ',.i r of (ti, r _ J I I ~ .,~,•'2~ /1 / ti _ _ ! ~ ~ i ~ ,1`' I /E
' i
sxf~'~_ ~ ~ y ~ 7'',• ' ~ I,• )f n M YX^ '\c'3e ~ s y ~
447
~ r • ~ ~ f'' ,~•1 ~ . l y + ~ ,p ' Eck' J~
Jp-
Cem am.
--i 1 1 I 1 I r r

_'ScaCe,'1:Zd,1 (77our e~iviapte~t ~=2603)- r_ %i~~ c__r~JJ 1~`l•

_ Figure 1: Vicinity and Site Location Map; Main Street Square - Boylan Development
(Source: Wake County GIS, 2005)

Page 11 of 12

To Holy Springs

SITE

NC 55 Bypass
E2~

A! f J

Wake County Parcels
Q Phase I Parcels.shp
Phase I So;ls.shp
1 AgC2
© ApB2
CeC2
0 CeD
0.1 0 1 0.2 Mi s Or B2
w N
TV
Figure 2: SCS SoilS and Site Location Map; Main Street Square - Boylan Development
(Source: Wake County GIS, 2005)
Page 12 of 12

i

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action ID: 200520531 CQ?a~ke

GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION

Property Owner: Boylan Development
Attn: Kevin Cochran
Mailing Address: 410 N. Boylan Avenue, Suite 138
Raleigh, North Carolina 27603 Telephone No.: [phone]
Authorized Agent: Soil, Water, & Environment Group, LLC
Attn: Scott Frederick
Mailing Address: 1001 Capability Drive, Suite 312
Raleigh, North Carolina 27606 Telephone No.: [phone]
Location of property (road name/number, town, etc.): The property is located on the cast side of the intersection of NC
55 and SR 1114, near Holly Springs, Wake County, North Carolina

Site Coordinates: 35.6386 °N -78.8308 °W USGS Quad: Apex

Waterway: Basal Creek River Basin: 200520531 HUC: 03010201
Description of projects area and activity (see page 2 for a summary of authorized impacts): This permit authorizes the
placement of fill into waters of the United States for lot fill and installation of sanitary sewer to facilitate the
construction of the proposed Holly Springs Apartments at Main Street Square as depicted by plans sent on
January 20, 2005.

Applicable Law: ® Section 404 (Clean Water Act, 33 USC 1344)
? Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: Nationwide or Regional General Permit Number(s): 39
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the attached
conditions and your submitted plans. Any violation of the attached conditions or deviation from your submitted plans may subject the
permittee to a stop work order, a restoration order and/or appropriate legal action.
This verification will remain valid until the expiration date identified below unless the nationwide authorization is modified,
suspended or revoked. If, prior to the expiration date identified below, the nationwide permit authorization is reissued and/or
modified, this verification will remain valid until the expiration date identified below, provided it complies with all requirements of
the modified nationwide permit. If the nationwide permit authorization expires or is suspended, revoked, or is modified, such that the
I activity would no longer comply with the terms and conditions of the nationwide permit, activities which have commenced (i.e., are
under construction) or are under contract to commence in reliance upon the nationwide permit, will remain authorized provided the
activity is completed within twelve months of the date of the nationwide permit's expiration, modification or revocation, unless
discretionary authority has been exercised on a case-by-case basis to modify, suspend or revoke the authorization.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You
should contact the NC Division of Water Quality (telephone [phone]) to determine Section 401 requirements.
For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act (CAMA),
prior to beginning work you must contact the N.C. Division of Coastal Management .
This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required Federal,
State or local approvals/permits.
If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of Engineers regulatory
program, please contact Kevin Yates at telephone [phone], ext 30.
Corps Regulatory Official - Date: 03/21/2005 Verification Expiration Date: 03/19/2007
Copy Furnished:
Page I of 2

Determination of Jurisdiction:
® Based on preliminary information, there appear to be waters of the US including wetlands within the above described project area.
This preliminary determination is not an appealable action under the Regulatory Program Administrative Appeal Process
(Reference 33 CFR Part 331).
? There are Navigable Waters of the United States within the above described project area subject to the permit requirements of
Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. 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 waters of the US and/or wetlands within the above described project area 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.
? The jurisdictional areas within the above described project area have been identified under a previous action. Please reference the
jurisdictional determination issued on (Action ID:

Basis of Jurisdictional Determination: This site exhibits wetland criteria as described in (tie 1987 Corps Wetland Delineation
Manuel and is part of a broad continuum of wetlands connected to Basal Creek, a tributary of the Neuse River, adjacent to
Pamlico Sound. This waterbody exhibits an ordinary high water mark as indicated by changes in soil character and absence
of terrestrial vegetation and is hydrologically connected to the Basal Creek, adjacent to the Neuse River adjacent to Pamlico
Sound.
Corps Regulatory Official Date: 03/21/2005 Determination Expiration Date: 03/21/2010
Summa of Authorized Impacts and Re uired Mitigation
Action fD NWP / GP Open Water (ac) Wetland (ac) Unimportant Steam I Important Stream (1
# # Temporary Permanent Temporary Permanent Temporary Permanent Temporary Permanent
200520531 39 0.27 20

Impact Totals 0 0 0 0.27 0 0 20 0
Total Loss of Waters of the U.S. ac 0.27 Total Loss of Waters of the U.S. I 0
Required Wetland Mitigation (ac) 0 Required Stream Mitigation (10 0

Additional Remarks and/or Special Permit Conditions:
SEE ATTACHED SPECIAL CONDITIONS

I
I
I
i

Page 2 of 2

Action ID: 200520531 County: Wake

SPECIAL PERNIIT CONDITIONS
1.

Fenced boundaries
Permittee shall locate all wetland boundaries and identify them on site with the
installation of temporary fencing (e.g., orange webbed tree-protection fencing).
Markings on the boundary fencing (or attached flags) shall identify the demarcated area
as a wetland. Demarcation of wetland areas shall be accomplished prior to initiation of
any impacts to jurisdictional areas (fill, mechanized landclearing, culvert installation,
etc.) authorized by this permit. The fencing shall remain in place throughout the duration
of all construction activities associated with the project.

WILMINGTON DISTRICT
POST-CONSTRUCTION COMPLIANCE FORM

Action ID Number: 200520531 County: Wake

Permittee: Boylan Development Attn: Kevin Cochran

Date Permit Issued: 03/21/2005

Project Manager: Kevin Yates
Upon completion of the activity authorized by this permit and any mitigation required by the permit,
sign this certification and return it to the following address:

US Army Corps Of Engineers
Wilmington District
Raleigh Regulatory Field Office
6508 Falls Of The Neuse Road
Suite 120
Raleigh, North Carolina 27615
I
i
Please note that your permitted activity is subject to a compliance inspection by a U. S. Army Corps of
Engineers representative. If you fail to comply with this permit you are subject to permit suspension,
modification, or revocation.
I hereby certify that the work authorized by the above referenced permit has been completed in
accordance with the terms and condition of (lie said permit, and required mitigation was completed in
accordance with the permit conditions.

Signature of Permittee Date

i

r r 1
E
s
Applicant: Boylan Development Attn: Kevin File Number: 200520531 Date: 03/21/2005
Cochran
Attached is: See Section below
INITIAL PROFFERED PERMIT (Standard Permit or Letter of A
permission)
PROFFERED PERMIT Standard Permit or Letter of permission) B
PERMIT DENIAL C
APPROVED JURISDICTIONAL DETERMINATION D
PRELIMINARY JURISDICTIONAL DETERMINATION E
1i"e~fdllq.win'23id fife . IYou~i~ rig,4ts and optioj!sMega"rd n°'~an d triisfratau~e appea`}
dectston~ AddttronaI rnfq atoi rrla be found at ht}~~ l/www usace:army.rTnlhnef/functions/cw/cecwo/regor
.
M n S r r h I,t t v
Iatton's.`
~ ,I r~ ri •LI
A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature
on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the
permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit.
• OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request that the
permit be modified accordingly. You must complete Section 11 of this form and return the form to the district engineer. Your
objections must be received by the district engineer within 60 days of the date of this notice, or you will forfeit your right to appeal
the permit in the future. Upon receipt of your letter, the district engineer will evaluate your objections and may: (a) modify the
permit to address all of your concerns, (b) modify the permit to address some of your objections, or (c) not modify the permit
having determined that the permit should be issued as previously written. After evaluating your objections, the district engineer
will send you a proffered permit for your reconsideration, as indicated in Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature
on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the
permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit.
• APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein, you
may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section 11 of this form
and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the date of
this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by
completing Section II of this form and sending the form to the division engineer. This form must be received by the division engineer
within 60 days of the date of this notice.
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or
provide new information.
• ACCEPT: You do not need to notify the Corps to accept an approved 1D. Failure to notify the Corps within 60 days of the date of
this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
• APPEAL: If you disagree with the approved 1D, you may appeal the approved JD under the Corps of Engineers Administrative
Appeal Process by completing Section II of this form and sending the form to the division engineer. This form must be received by
the division engineer within 60 days of the date of this notice.

I
E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps
regarding the preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved
JD (which may be appealed), by contacting the Corps district for further instruction. Also you may provide new
information for further consideration by the Corps to reevaluate the JD.
tl ~'f r'iW~~r TN-'i~g`, S t fr 1 < a. Y(~"y,,.., ,7` ~ ~f{ ~i
rSEC.TIQI~Ib'" ~ U,EST FOR A:Pi'EI?;or QBJ~.CTIONS TO AIV`II~I~ °ri'f„'t+iF x,,
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your
objections to an initial proffered permit in clear concise statements. You may attach additional information to
this form to clarify where your reasons or objections are addressed in the administrative record.)

ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps
memorandum for the record of the appeal conference or meeting, and any supplemental information that the
review officer has determined is needed to clarify the administrative record. Neither the appellant nor the Corps
may add new information or analyses to the record. However, you may provide additional information to clarify
the location of information that is already in the administrative record.
'pQIN:T=.0 r'~.C~NS °CT SFQRy..UESTIOIVS: OR'CNFORiviAIOI
If you have questions regarding this decision if you only have questions regarding the appeal process you
and/or the appeal process you may contact: may also contact:
Kevin Yates Mr. Arthur Middleton, Administrative Appeal Review
Raleigh Regulatory Field Office Officer
US Army Corps of Engineers CESAD-ET-CO-R
6508 Falls of the Neuse Road, Suite 120 U.S. Army Corps of Engineers, South Atlantic Division
Raleigh, North Carolina 27615 60 Forsyth Street, Room 9M15
Atlanta, Georgia 30303-8801
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any
government consultants, to conduct investigations of the project site during the course of the appeal process. You
will be provided a 15 day notice of any site investigation, and will have the opportunity to participate in all site
investigations.
Date: Telephone number:
Signature of appellant or agent.
DIVISION ENGINEER:
Commander
U.S. Army Engineer Division, South Atlantic
60 Forsyth Street, Room 9M15
Atlanta, Georgia 30303-3490

Michael F Easley. Governor
, O~OF V`1 A T~eROG William G Ross Jr ,Secretary
North Carolina Department of Environment and Natural Resources
1 Alan W. Klimek, P.E. Director
r Colleen H. Sullins. Deputy Director
Division of Water Quality
p Y
October 25, 2004
CERTIFIED MAIL
l~ /1
Mr. Marry D. Bizzell, CPESC
Bass, Nixon & Kennedy, Inc.
10405 Ligon Mill Road, Suite E
Wake Forest, NC, 27687
NBRRO 04-265
County: Wake
I
Attn:
BASIN:
Neuse River X Tar-Pamlico
(15A NCAC 213 .0233) (15A NCAC 2B .0259)
Buffer Detennination X
~ Complaint NOV
Incident 9 Appeal Call
Project Name: Holt Springs Apart nents

Location/Directions: East side of S. Main Street, to east of Main Street/NC Highway 55 bypass in Holly Springs
(Wake Counry), NC.

Subject Stream: UT to Bass Lake
Date of Determination: 10/21/04

Feature Start Buffer End Buffer Stream Appeal Located Located on
GPS Points (if Form Call on Soil USGS
provided) Survey To o,ra hic
SB-1 35 38 20N 78 49 X X
47W
Above Not Subject 15.25
SB-1

Raleigh Regional Office 1628 Mail Service Center `1( DEI`,il phone [phone] Customer Service
Water Quality Section Raleigh, NC 27699.1628 facsimile [phone] 1.877.623-6748

vUp
10/25/2004
Page 2 of 2

This on-site determination shall expire five (S) years from the date of this letter. Landowners or affected parties
that dispute a determination made by the DIVQ or Delegated Local Authority that a surface water exists and that
it is subject to the buffer rule may request a determination by the Director. A request for a determination by the
Director shall be referred to the Director in writing clo Cyndi Karoly, DIYQ lVetlands/401 Unit, 2321 Crabtree
Blvd., Raleigh, NC 27604-2260. Individuals that dispute a determination by the DIYQ or Delegated Local
Authority that "exempts" a surface water from the buffer rule may ask for an ad judicatory bearing. Yon must
act within 60 days of the date that you receive this letter. Applicants are hereby notified that the 60-day statutory
appeal time does not start until the affected parry (including downstream and adjacent landowners) is notified aJ•
this decision. DIVQ recommends that the applicant conduct this notification in order to be certain that third
party appeals are made in a timely manner. To ask for a hearing, send a written petition, which conforms to
Chapter 150B of the North Carolina General Statutes to the Office of Administrative Nearinys, 6711 /Mail
Service Center, Raleigh, N. C. 27699-6714. This determination is final and binding unless you ask for a hearing
within 60 days.
The (owner/future owners) should notify the Division of Water Quality (including any other Local, State, and
Federal Agencies) of this decision concerning any fitture correspondences regarding the subject property (stated
above). This project may require a Section 4041401 Permit for the proposed activity. Any inquiries should be
directed to the Division of Water Quality (Central Office) at (919)-733-1786, and the US Army Corp of Engineers
(Raleigh Regulatory Field Office) at (919)-876-8441.
Respectful
Michael o an
Environmental Spec. I
CC: File Copy
Central Files
DWQ 401 Wetlands Office
Wake County
Heather V. Keefer - Town of Holly Springs

I

Jdtl I1 4 U V J c•uurm ovollb onuo 11v•vvc1 c

Soil. VtT:tar, aC P~,•iroam~oat
Gaoap
rw.IJ.nr t
cuv'wia) CAmpuz
Kal<i.h. NC 27606
[phone]
0191 93 1.11211fz<1
AGENT AUTHORIZATION FORM
All information to be filled in by the current Isnd wner:
We, the current property owner, hemby authorize , of Soil, Water, & Environment Group,
LLC of Raleigh, North CAro 11na.(r-onsulWt) to act si agent on behaIfof _A. SS__ t. L -t-L-
((.andowncr).in the procesxing of pennitapplieationc„to furnish upon request supplemental infu ion in support
of ipplieations, etc., front thie day lor•vard. This - day of
This notification supervodes any previous correspondence concerning the agent for this project.
N011CE: This authorization, for liability and pros ioV coune¢y reasons, is valid only for government officials to
enter the property when accompanied b} of So'I, W ter, & Environment Group, LLC.of.Raleigh,
North Carolina (consultant) atatf. You should c%ll C. eti 1, p3H (otficej or~l((~3 ~o2q
(mobile) (consultant) to arrange a sits mectinb prior to visiting the site.
USACF.., Wilmington District
.1- Fit:I Office (Ashevill , alei ashingWn, or Wilmington)
Attn: s (USACE POC.)
Lo %vncr ( rint)

~ Ad

city, state 'Lip -
Phone
i
Pmjcct Nanic/Dcscription: ,e--L. <A-,, - a..+S

La cr.(Signat m- Date

i ~
Cc: Mr. John. Domcy Cc: (Consultant)
NCDFNR-D\VQ
1650 Mail Service Center
Raleigh, NC 2.7699-1650
SOIL, WAM & EMMS7 G= U
RESEA P SUIIDING.4 MTMMLCWUS
1001 CApABII.1'IY DRIVE SUITE 312 I
RALEIGH, NC 27605
I

W' Soil, Water, & Environment Group, LLC
Research Building I, Centennial Campus
1001 Capability Drive, Suite 312 • Raleigh, NC 27606
Ph# [phone] • Fax# [phone] • http://wwwswegrp.com
Soil, Water, & Environment
Group p
Mr. John Dorney
Division of Water Quality 0 5 3 0 C T 2 1 ZOU5
401/Wetlands Unit - DEIiR
Raleigh, Mail Service Center , NC 27699 1650 111-:T oWi' sANDSTo '-Q TER6 4wCIi

Re: Submittal of 404/401 Water Quality Permit Application (Neuse Buffer Approval) for Main
Street Square Project (Action ID: 200520531), Holy Springs, Wake County, NC

Dear Mr. Downey,
Enclosed are seven (7) copies of the PCN application and supporting information for the 404/401 Water
Quality Permit (Neuse Buffer Approval) for the Main Street Square Project, Holy Springs, NC. This
project is proposed by Boylan Development of Raleigh, Wake County, NC. Previously, a 404/401 PCN
application was submitted to USACE and approved based on the proposed site plan and impacts to
surface waters. A 401 certification application was not submitted for concurrence due to timing and
changes in project scope prior to submittal. This permit (Action ID: 200520531) was issued on March
21, 2005 and a copy is included with this letter.

Division of Water Quality correspondence related to the jurisdiction and delineation of perennial and
intermittent streams found on the proposed site is included with this package. In addition, a jurisdictional
wetland delineation was completed and submitted concurrently with this permit application and a copy is
also included with this correspondence.
The original permit application revealed a great effort by Boylan Development to minimize wetland
impacts down to less than a 1/3 acre. Seven more parcels have been added to the site plan and for this
amended permit application. The current proposed site development will unavoidably impact
approximately 0.087 acres of jurisdictional waters of the United States. Even so, Boylan Development
and their architects have reduced wetland impacts to less than a 1/10 acre with the revised permit
application.
Seven copies of this application are being submitted for agency concurrence (Neuse Buffer Approval)
related to the Neuse Buffer Rules governing water quality impacts to surface waters in the Neuse River
Basin. Specifically, a request is submitted for a Neuse Buffer Approval related to storn water discharge
into buffers of tributaries to the Neuse River within the proposed project area.

Due to the proposed surface water impacts a 401 Water Quality Certification #3402 for residential,
commercial, and institutional developments is not required. Impervious surfaces on the proposed
development exceed 30%, however, given the minimal surface water impacts and proposed diffuse flow
(Attached Site Plan - Level Spreader locations) into nutrient sensitive buffers and waters, water quality
and quantity should be adequately addressed. Therefore, this application only seeks Buffer Rule
Approval for the diffuse flow leaving the development and entering Neuse Buffers. It is our
understanding that no application fee is required for this submittal.

Please let me know if you need additional information or if anything in the Ncuse Buffer Approval
application needs amending. I look forward to working with you on this permit application process.
Thank you.

Sincerely,

i

Scott I Frederick, EI, NCLSS
Environmental Scientist
t
t
Soli, Water, & Environment
Group
CC: Mr. Kevin Cochran - Boylan Development Co.
Enc: (5)

Office Use Only: ) O o nlver iwiNTh 05

USACE Action ID No. D`'VQ 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 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 det ffV29*

II. Applicant Information D
O C T 2 1 2005
1. Owner/Applicant Information DENR _
WATER
Name: Mr. Kevin Cochran c/o Boylan Development IVETLMOSA14 QUALITY
Mailing Address: 410 N. Boylan Ave., Suite 138, Raleigh, NC 27603

Telephone Number: [phone] Fax Number: [phone]
E-mail Address: kcochrannboylancompanies.coin

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: Scott Frederick
Company Affiliation: Soil, Water, & Environment Group, LLC
Mailing Address: 1001 Capability Dr., Ste. 312, Raleigh, NC 27606

Telephone Number: [phone] Fax Number: [phone]
E-mail Address: sjfrederick(aaswegrp.com

Page I of 12

III. Project Information

Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Main Street Square

2. T.I.P. Project Number or State Project Number (NCDOT Only):

3. Property Identification Number (Tax PIN): 0658075417, 0658075181, 065805071808,
065809065851, 065809067987, 065809067628, 065809069974, 065809069974,
065809162629,064808982516

4. Location
County: Wake Nearest Town: Holly Springs
Subdivision name (include phase/lot number):
Directions to site (include road numbers/names, landmarks, etc.): From Holly Springs,
travel south on NC55 approximately 1 mile past the water tank
. The proposed project sight
roJ'ect si ht
is on the left across from SRI 114 and NC55 bypass.
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): 35.6391 ON 78.8309 °W
6. Property size (acres): 36.75
7. Name of nearest receiving body of water: Basal Creek and Bass Lake

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/maps/.)

9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Property consists of open fallow field adjacent to a
regenerating riparian forest corridor along Basal Creek. Some relic poplar and maple trees

Page 2 of 10

remain l I of th from the ast oggtng o the property.
Beaver activity has flooded the creek and
changed the species composition of the adjacent riparian forest. A pond is located on the
eastern edge of the proposed development. Large white oak and willow oak trees are
scattered in the proposed opens ace areas.

10. Describe the overall project in detail, including the type of equipment to be used: The
landowner proposes to construct a multi-family residential commercial retail development
contiguous with the new NC55 bypass road. This development will be constructed in
accordance with State and Federal water quality regulations. In an effort to minimize
impacts to surface waters and natural resources the development will be constructed
according to a high density design. Land clearing equipment such as bulldozers, excavators,
and pans will be used to design the grade proposed.

11. Explain the purpose of the proposed work: The surrounding area around Holy Springs
supports the demand for multi-family housing and is necessary to keep up with the growing
community. This demand for housing from the public and new residents to Holy Springs
warrants this development.

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. NWP 39 Permit previously obtained for Action ID: 200520531
(attached). Previous site plans, wetland impacts, and agency correspondences also attached to
this application.

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 additional permit requests are anticipated at this time for additional phases. See attached Site
Plan (Main Street Square).

Page 3 of 10
it

VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.

1. Provide a written description of the proposed impacts: The proposed impacts to water
resources are limited to small jurisdictional riparian wetlands adjacent to and within the
floodplain of two unnamed tributaries to Bass Lake. The majority of the impacted wetland
areas is on the fringe of the main delineated wetland area on the property and has most likely
been enhanced due to beaver activity in the vicinity. Wetland impacts have been minimized
and avoided through careful design and redesign of the proposed project. Wetland impacts
have been minimized to .08 acres of the total 6.30 acres of wetlands on all parcels. One
stream crossing is proposed for a sanitary sewer easement, which will be contained to 20
linear feet of an unnamed tributary to Bass Lake.

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,
separate l list impacts due to both structure and floodin .
Located within Distance Area of
Wetland Impact Type of Wetland to Nearest
Site Number Type of Impact (e.g., forested, marsh, 100-year Stream Impact
. (indicate on map) herbaceous, bog, etc.) Floodplain (yes/no) (linear (acres)
feet
Clearing, fill, 639 ft2
1 excavating Forested Yes 25 (.01 ac.)
2 Fill Forested No 50 594 ft2
(.01 ac.)
3 Fill Forested No 25 42 ft2
(.001 ac.)

4 Fill Forested No 200 82 ft2
(.001 ac.)

Page 4 of 10

5 Fill Forested No 200 871
(.02 ac.)

6 Fill Forested No 100 1454
(.03 ac.)
Total Wetland Impact (acres) 3682 ft2
(0.08 ac.)

3. List the total acreage (estimated) of all existing wetlands on the property: 6.30

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, multi 1 length X width, then divide b 43,560.
Stream Impact Average Impact Area of
Number Stream Name Type of Impact Intermittent. Perennial Intermittent? Stream Width Length Impact
indicate on ma) Before Impact (linear feet acres
NB-1 (sewer UT to Bass Lake clearing and P -5-10 ft. 20 .003
easement)*** excavation

Total Stream Impact (by length and acreage) 20 .003
Included with this PCN is supporting documentation related to the stream evaluation of S13-1, as conducted by DWQ personnel
(Dated 10/25/2004).
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 Waterbody Type of Waterbody Area of
Site Number (if applicable) e) Type of Impact (lake' pand estuary' sound bay' Impact
indicate on ma ocean, etc. acres

Total Open Water Impact (acres)

6. List the cumulative impact to all Waters of the U.S. resulting from the project.
Stream Impact (acres): .003
Wetland Impact (acres): .084
Open Water Impact (acres):

Page 5 of 10

Total Impact to Waters of the U.S. (acres) 087
Total Stream Impact (linear feet): 20

7. Isolated Waters
Do any isolated waters exist on the property? ? Yes ® No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.

8. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Current land use in the vicinity of the pond:
Size of watershed draining to pond: Expected pond surface area:

VII. Impact Justification (Avoidance and Minimization)

Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
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 initial site plan proposed 6
apartment buildings, associated parking, plus amenities. In order to minimize wetland impacts, 3
anartment buildings totaling 84 units were eliminated (See layout "Main Street Square" by Bass,
Nixon and Kennedy, Inc. Dated 8/2/04, Exhibit "A", previously submitted). The current site plan
proposes a maximum of 354 units on 36.75 acres of land, associated parking and amenities
(Exhibit B). The total developable acreage is 20.15 acres with 16.60 acres of open space and
14.10 acres of impervious surfaces. Retaining walls have been designed to minimize impacts to
wetlands and surface waters extensively in the site plan. Tree protection fencing and various
erosion control measures will be placed around wetlands during construction to reduce
any potential impact.

Page 6 of 10

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://l12o.enr.state.ne.us/ncwetlands/stnnyide.htm1.

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.

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/wr2/index.litm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:

Page 7 of 10

Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):

IX. Environmental Documentation (required by DWQ)

1. Does the project involve an expenditure of public (federaUstate/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.
1. Will the project impact protected riparian buffers identified within 15A NCAC 213 .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 V Yes ® No ?

2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
Zone* Impact Multiplier Required
(square feet Mitigation
1 1200 3 (2 for Catawba)
2 800 1.5
Total 2000
* 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.

Page 8 of 10

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.

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. Existing impervious acreage on the site is
0%. Total site area for is 20.15 acres out of 36.75 for the parcels identified in this permit. The
proposed impervious area is 14.1 acres or 38.37% of the total current and proposed project area.
Of the 36.75 acres, 6.30 acres is jurisdictional wetlands with approximately 6.22 acres to be
preserved along with 16.60 acres of open space. Stormwater discharge directly to wetland areas
will be avoided. Concentrated stormwater discharge into buffers will also be avoided.
Stormwater will be discharged at non-erosive velocities (i.e.diffuse flow).

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.

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
littp://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description: This
project site is located adjacent to Highway 55 and no additional development is feasible within
the vicinity and subwatershed. Additional development is possible across Highway 55, which

Page 9 of 10

drains away from the Highway. Both tributaries in the vanity of the Main Street project are
impounded, which helps to maintain adjacent and downstream water quality.

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).

10/19/05
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)

Page 10 of 10

74..

i• olls Springs":,y, ~i , N
t i •

r\ SITE
k, ~T , Itll d12aCro Tw.ea
Lai

~tvti~ ~a - to

f,, p , - j lug r
I / t r V -
ij.
r'~y ~ ',.i r of (ti, r _ J I I ~ .,~,•'2~ /1 / ti _ _ ! ~ ~ i ~ ,1`' I /E
' i
sxf~'~_ ~ ~ y ~ 7'',• ' ~ I,• )f n M YX^ '\c'3e ~ s y ~
447
~ r • ~ ~ f'' ,~•1 ~ . l y + ~ ,p ' Eck' J~
Jp-
Cem am.
--i 1 1 I 1 I r r

_'ScaCe,'1:Zd,1 (77our e~iviapte~t ~=2603)- r_ %i~~ c__r~JJ 1~`l•

_ Figure 1: Vicinity and Site Location Map; Main Street Square - Boylan Development
(Source: Wake County GIS, 2005)

Page 11 of 12

To Holy Springs

SITE

NC 55 Bypass
E2~

A! f J

Wake County Parcels
Q Phase I Parcels.shp
Phase I So;ls.shp
1 AgC2
© ApB2
CeC2
0 CeD
0.1 0 1 0.2 Mi s Or B2
w N
TV
Figure 2: SCS SoilS and Site Location Map; Main Street Square - Boylan Development
(Source: Wake County GIS, 2005)
Page 12 of 12

i

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action ID: 200520531 CQ?a~ke

GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION

Property Owner: Boylan Development
Attn: Kevin Cochran
Mailing Address: 410 N. Boylan Avenue, Suite 138
Raleigh, North Carolina 27603 Telephone No.: [phone]
Authorized Agent: Soil, Water, & Environment Group, LLC
Attn: Scott Frederick
Mailing Address: 1001 Capability Drive, Suite 312
Raleigh, North Carolina 27606 Telephone No.: [phone]
Location of property (road name/number, town, etc.): The property is located on the cast side of the intersection of NC
55 and SR 1114, near Holly Springs, Wake County, North Carolina

Site Coordinates: 35.6386 °N -78.8308 °W USGS Quad: Apex

Waterway: Basal Creek River Basin: 200520531 HUC: 03010201
Description of projects area and activity (see page 2 for a summary of authorized impacts): This permit authorizes the
placement of fill into waters of the United States for lot fill and installation of sanitary sewer to facilitate the
construction of the proposed Holly Springs Apartments at Main Street Square as depicted by plans sent on
January 20, 2005.

Applicable Law: ® Section 404 (Clean Water Act, 33 USC 1344)
? Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: Nationwide or Regional General Permit Number(s): 39
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the attached
conditions and your submitted plans. Any violation of the attached conditions or deviation from your submitted plans may subject the
permittee to a stop work order, a restoration order and/or appropriate legal action.
This verification will remain valid until the expiration date identified below unless the nationwide authorization is modified,
suspended or revoked. If, prior to the expiration date identified below, the nationwide permit authorization is reissued and/or
modified, this verification will remain valid until the expiration date identified below, provided it complies with all requirements of
the modified nationwide permit. If the nationwide permit authorization expires or is suspended, revoked, or is modified, such that the
I activity would no longer comply with the terms and conditions of the nationwide permit, activities which have commenced (i.e., are
under construction) or are under contract to commence in reliance upon the nationwide permit, will remain authorized provided the
activity is completed within twelve months of the date of the nationwide permit's expiration, modification or revocation, unless
discretionary authority has been exercised on a case-by-case basis to modify, suspend or revoke the authorization.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You
should contact the NC Division of Water Quality (telephone [phone]) to determine Section 401 requirements.
For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act (CAMA),
prior to beginning work you must contact the N.C. Division of Coastal Management .
This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required Federal,
State or local approvals/permits.
If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of Engineers regulatory
program, please contact Kevin Yates at telephone [phone], ext 30.
Corps Regulatory Official - Date: 03/21/2005 Verification Expiration Date: 03/19/2007
Copy Furnished:
Page I of 2

Determination of Jurisdiction:
® Based on preliminary information, there appear to be waters of the US including wetlands within the above described project area.
This preliminary determination is not an appealable action under the Regulatory Program Administrative Appeal Process
(Reference 33 CFR Part 331).
? There are Navigable Waters of the United States within the above described project area subject to the permit requirements of
Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. 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 waters of the US and/or wetlands within the above described project area 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.
? The jurisdictional areas within the above described project area have been identified under a previous action. Please reference the
jurisdictional determination issued on (Action ID:

Basis of Jurisdictional Determination: This site exhibits wetland criteria as described in (tie 1987 Corps Wetland Delineation
Manuel and is part of a broad continuum of wetlands connected to Basal Creek, a tributary of the Neuse River, adjacent to
Pamlico Sound. This waterbody exhibits an ordinary high water mark as indicated by changes in soil character and absence
of terrestrial vegetation and is hydrologically connected to the Basal Creek, adjacent to the Neuse River adjacent to Pamlico
Sound.
Corps Regulatory Official Date: 03/21/2005 Determination Expiration Date: 03/21/2010
Summa of Authorized Impacts and Re uired Mitigation
Action fD NWP / GP Open Water (ac) Wetland (ac) Unimportant Steam I Important Stream (1
# # Temporary Permanent Temporary Permanent Temporary Permanent Temporary Permanent
200520531 39 0.27 20

Impact Totals 0 0 0 0.27 0 0 20 0
Total Loss of Waters of the U.S. ac 0.27 Total Loss of Waters of the U.S. I 0
Required Wetland Mitigation (ac) 0 Required Stream Mitigation (10 0

Additional Remarks and/or Special Permit Conditions:
SEE ATTACHED SPECIAL CONDITIONS

I
I
I
i

Page 2 of 2

Action ID: 200520531 County: Wake

SPECIAL PERNIIT CONDITIONS
1.

Fenced boundaries
Permittee shall locate all wetland boundaries and identify them on site with the
installation of temporary fencing (e.g., orange webbed tree-protection fencing).
Markings on the boundary fencing (or attached flags) shall identify the demarcated area
as a wetland. Demarcation of wetland areas shall be accomplished prior to initiation of
any impacts to jurisdictional areas (fill, mechanized landclearing, culvert installation,
etc.) authorized by this permit. The fencing shall remain in place throughout the duration
of all construction activities associated with the project.

WILMINGTON DISTRICT
POST-CONSTRUCTION COMPLIANCE FORM

Action ID Number: 200520531 County: Wake

Permittee: Boylan Development Attn: Kevin Cochran

Date Permit Issued: 03/21/2005

Project Manager: Kevin Yates
Upon completion of the activity authorized by this permit and any mitigation required by the permit,
sign this certification and return it to the following address:

US Army Corps Of Engineers
Wilmington District
Raleigh Regulatory Field Office
6508 Falls Of The Neuse Road
Suite 120
Raleigh, North Carolina 27615
I
i
Please note that your permitted activity is subject to a compliance inspection by a U. S. Army Corps of
Engineers representative. If you fail to comply with this permit you are subject to permit suspension,
modification, or revocation.
I hereby certify that the work authorized by the above referenced permit has been completed in
accordance with the terms and condition of (lie said permit, and required mitigation was completed in
accordance with the permit conditions.

Signature of Permittee Date

i

r r 1
E
s
Applicant: Boylan Development Attn: Kevin File Number: 200520531 Date: 03/21/2005
Cochran
Attached is: See Section below
INITIAL PROFFERED PERMIT (Standard Permit or Letter of A
permission)
PROFFERED PERMIT Standard Permit or Letter of permission) B
PERMIT DENIAL C
APPROVED JURISDICTIONAL DETERMINATION D
PRELIMINARY JURISDICTIONAL DETERMINATION E
1i"e~fdllq.win'23id fife . IYou~i~ rig,4ts and optioj!sMega"rd n°'~an d triisfratau~e appea`}
dectston~ AddttronaI rnfq atoi rrla be found at ht}~~ l/www usace:army.rTnlhnef/functions/cw/cecwo/regor
.
M n S r r h I,t t v
Iatton's.`
~ ,I r~ ri •LI
A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature
on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the
permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit.
• OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request that the
permit be modified accordingly. You must complete Section 11 of this form and return the form to the district engineer. Your
objections must be received by the district engineer within 60 days of the date of this notice, or you will forfeit your right to appeal
the permit in the future. Upon receipt of your letter, the district engineer will evaluate your objections and may: (a) modify the
permit to address all of your concerns, (b) modify the permit to address some of your objections, or (c) not modify the permit
having determined that the permit should be issued as previously written. After evaluating your objections, the district engineer
will send you a proffered permit for your reconsideration, as indicated in Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature
on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the
permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit.
• APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein, you
may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section 11 of this form
and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the date of
this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by
completing Section II of this form and sending the form to the division engineer. This form must be received by the division engineer
within 60 days of the date of this notice.
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or
provide new information.
• ACCEPT: You do not need to notify the Corps to accept an approved 1D. Failure to notify the Corps within 60 days of the date of
this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
• APPEAL: If you disagree with the approved 1D, you may appeal the approved JD under the Corps of Engineers Administrative
Appeal Process by completing Section II of this form and sending the form to the division engineer. This form must be received by
the division engineer within 60 days of the date of this notice.

I
E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps
regarding the preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved
JD (which may be appealed), by contacting the Corps district for further instruction. Also you may provide new
information for further consideration by the Corps to reevaluate the JD.
tl ~'f r'iW~~r TN-'i~g`, S t fr 1 < a. Y(~"y,,.., ,7` ~ ~f{ ~i
rSEC.TIQI~Ib'" ~ U,EST FOR A:Pi'EI?;or QBJ~.CTIONS TO AIV`II~I~ °ri'f„'t+iF x,,
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your
objections to an initial proffered permit in clear concise statements. You may attach additional information to
this form to clarify where your reasons or objections are addressed in the administrative record.)

ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps
memorandum for the record of the appeal conference or meeting, and any supplemental information that the
review officer has determined is needed to clarify the administrative record. Neither the appellant nor the Corps
may add new information or analyses to the record. However, you may provide additional information to clarify
the location of information that is already in the administrative record.
'pQIN:T=.0 r'~.C~NS °CT SFQRy..UESTIOIVS: OR'CNFORiviAIOI
If you have questions regarding this decision if you only have questions regarding the appeal process you
and/or the appeal process you may contact: may also contact:
Kevin Yates Mr. Arthur Middleton, Administrative Appeal Review
Raleigh Regulatory Field Office Officer
US Army Corps of Engineers CESAD-ET-CO-R
6508 Falls of the Neuse Road, Suite 120 U.S. Army Corps of Engineers, South Atlantic Division
Raleigh, North Carolina 27615 60 Forsyth Street, Room 9M15
Atlanta, Georgia 30303-8801
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any
government consultants, to conduct investigations of the project site during the course of the appeal process. You
will be provided a 15 day notice of any site investigation, and will have the opportunity to participate in all site
investigations.
Date: Telephone number:
Signature of appellant or agent.
DIVISION ENGINEER:
Commander
U.S. Army Engineer Division, South Atlantic
60 Forsyth Street, Room 9M15
Atlanta, Georgia 30303-3490

Michael F Easley. Governor
, O~OF V`1 A T~eROG William G Ross Jr ,Secretary
North Carolina Department of Environment and Natural Resources
1 Alan W. Klimek, P.E. Director
r Colleen H. Sullins. Deputy Director
Division of Water Quality
p Y
October 25, 2004
CERTIFIED MAIL
l~ /1
Mr. Marry D. Bizzell, CPESC
Bass, Nixon & Kennedy, Inc.
10405 Ligon Mill Road, Suite E
Wake Forest, NC, 27687
NBRRO 04-265
County: Wake
I
Attn:
BASIN:
Neuse River X Tar-Pamlico
(15A NCAC 213 .0233) (15A NCAC 2B .0259)
Buffer Detennination X
~ Complaint NOV
Incident 9 Appeal Call
Project Name: Holt Springs Apart nents

Location/Directions: East side of S. Main Street, to east of Main Street/NC Highway 55 bypass in Holly Springs
(Wake Counry), NC.

Subject Stream: UT to Bass Lake
Date of Determination: 10/21/04

Feature Start Buffer End Buffer Stream Appeal Located Located on
GPS Points (if Form Call on Soil USGS
provided) Survey To o,ra hic
SB-1 35 38 20N 78 49 X X
47W
Above Not Subject 15.25
SB-1

Raleigh Regional Office 1628 Mail Service Center `1( DEI`,il phone [phone] Customer Service
Water Quality Section Raleigh, NC 27699.1628 facsimile [phone] 1.877.623-6748

vUp
10/25/2004
Page 2 of 2

This on-site determination shall expire five (S) years from the date of this letter. Landowners or affected parties
that dispute a determination made by the DIVQ or Delegated Local Authority that a surface water exists and that
it is subject to the buffer rule may request a determination by the Director. A request for a determination by the
Director shall be referred to the Director in writing clo Cyndi Karoly, DIYQ lVetlands/401 Unit, 2321 Crabtree
Blvd., Raleigh, NC 27604-2260. Individuals that dispute a determination by the DIYQ or Delegated Local
Authority that "exempts" a surface water from the buffer rule may ask for an ad judicatory bearing. Yon must
act within 60 days of the date that you receive this letter. Applicants are hereby notified that the 60-day statutory
appeal time does not start until the affected parry (including downstream and adjacent landowners) is notified aJ•
this decision. DIVQ recommends that the applicant conduct this notification in order to be certain that third
party appeals are made in a timely manner. To ask for a hearing, send a written petition, which conforms to
Chapter 150B of the North Carolina General Statutes to the Office of Administrative Nearinys, 6711 /Mail
Service Center, Raleigh, N. C. 27699-6714. This determination is final and binding unless you ask for a hearing
within 60 days.
The (owner/future owners) should notify the Division of Water Quality (including any other Local, State, and
Federal Agencies) of this decision concerning any fitture correspondences regarding the subject property (stated
above). This project may require a Section 4041401 Permit for the proposed activity. Any inquiries should be
directed to the Division of Water Quality (Central Office) at (919)-733-1786, and the US Army Corp of Engineers
(Raleigh Regulatory Field Office) at (919)-876-8441.
Respectful
Michael o an
Environmental Spec. I
CC: File Copy
Central Files
DWQ 401 Wetlands Office
Wake County
Heather V. Keefer - Town of Holly Springs

I

Jdtl I1 4 U V J c•uurm ovollb onuo 11v•vvc1 c

Soil. VtT:tar, aC P~,•iroam~oat
Gaoap
rw.IJ.nr t
cuv'wia) CAmpuz
Kal<i.h. NC 27606
[phone]
0191 93 1.11211fz<1
AGENT AUTHORIZATION FORM
All information to be filled in by the current Isnd wner:
We, the current property owner, hemby authorize , of Soil, Water, & Environment Group,
LLC of Raleigh, North CAro 11na.(r-onsulWt) to act si agent on behaIfof _A. SS__ t. L -t-L-
((.andowncr).in the procesxing of pennitapplieationc„to furnish upon request supplemental infu ion in support
of ipplieations, etc., front thie day lor•vard. This - day of
This notification supervodes any previous correspondence concerning the agent for this project.
N011CE: This authorization, for liability and pros ioV coune¢y reasons, is valid only for government officials to
enter the property when accompanied b} of So'I, W ter, & Environment Group, LLC.of.Raleigh,
North Carolina (consultant) atatf. You should c%ll C. eti 1, p3H (otficej or~l((~3 ~o2q
(mobile) (consultant) to arrange a sits mectinb prior to visiting the site.
USACF.., Wilmington District
.1- Fit:I Office (Ashevill , alei ashingWn, or Wilmington)
Attn: s (USACE POC.)
Lo %vncr ( rint)

~ Ad

city, state 'Lip -
Phone
i
Pmjcct Nanic/Dcscription: ,e--L. <A-,, - a..+S

La cr.(Signat m- Date

i ~
Cc: Mr. John. Domcy Cc: (Consultant)
NCDFNR-D\VQ
1650 Mail Service Center
Raleigh, NC 2.7699-1650
SOIL, WAM & EMMS7 G= U
RESEA P SUIIDING.4 MTMMLCWUS
1001 CApABII.1'IY DRIVE SUITE 312 I
RALEIGH, NC 27605
I

Soil, Water, & Environment Group, LLC
Research Building I, Centennial Campus
1001 Capability Drive, Suite 312 • Raleigh, NC 27606
Ph# [phone] • Fax# [phone] • http://wwwswegrp.com
Soil, Water, & Environment
Group
Mr. John Dorney
Division of Water Quality r= ~ D
401/Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650 OCT 2 1. 2005
QUALITY
so
Re: Submittal of 404/401 Water Quality Permit Application (Meuse Buffer Approval) foram
Street Square Project (Action ID: 200520531), Holy Springs, Wake County, NC

Dear Mr. Downey,
Enclosed are seven (7) copies of the PCN application and supporting information for the 404/401 Water
Quality Permit (Neuse Buffer Approval) for the Main Street Square Project, Holy Springs, NC. This
project is proposed by Boylan Development of Raleigh, Wake County, NC. Previously, a 404/401 PCN.
application was submitted to USACE and approved based on the proposed site plan and impacts to
surface waters. A 401 certification application was not submitted for concurrence due to timing and
changes in project scope prior to submittal. This permit (Action ID: 200520531) was issued on March
21, 2005 and a copy is included with this letter.

Division of Water Quality correspondence related to the jurisdiction and delineation of perennial and
intermittent streams found on the proposed site is included with this package. In addition, a jurisdictional
wetland delineation was completed and submitted concurrently with this permit application and a copy is
also included with this correspondence.
The original permit application revealed a great effort by Boylan Development to minimize wetland
impacts down to less than a 1/3 acre. Seven more parcels have been added to the site plan and for this
amended permit application. The current proposed site development will unavoidably impact
approximately 0.087 acres of jurisdictional waters of the United States. Even so, Boylan Development
and their architects have reduced wetland impacts to less than a 1/10 acre with the revised permit
application.
Seven copies of this application are being submitted for agency concurrence (Neuse Buffer Approval)
related to the Neuse Buffer Rules governing water quality impacts to surface waters in the Neuse River
Basin. Specifically, a request is submitted for a Neuse Buffer Approval related to storm water discharge
into buffers of tributaries to the Neuse River within the proposed project area.

Due to the proposed surface water impacts a 401 Water Quality Certification #3402 for residential,
commercial, and institutional developments is not required. Impervious surfaces on the proposed
development exceed 30%, however, given the minimal surface water impacts and proposed diffuse flow
(Attached Site Plan - Level Spreader locations) into nutrient sensitive buffers and waters, water quality
and quantity should be adequately addressed. Therefore, this application only seeks Buffer Rule
Approval for the diffuse flow leaving the development and entering Neuse Buffers. It is our
understanding that no application fee is required for this submittal.

Please let me know if you need additional information or if anything in the Neuse Buffer Approval
application needs amending. I look forward to working with you on this permit application process.
Thank you.

Sincerely,

Scott I Frederick, EI, NCLSS
Environmental Scientist

Soil, Water, & Environment
Group
CC: Mr. Kevin Cochran - Boylan Development Co.
Enc: (5)

Office Use Only: 2 0 0 5 FIrmoe!9oe4arch 05

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 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: ?

II. Applicant Information D [2 @ [RO W[g

1. Owner/Applicant Information 0 C T 2 1 2005
Name: Mr. Kevin Cochran c/o Boylan Development
~R QUALITY
Mailing Address: 410 N. Boylan Ave., Suite 138, Raleigh, NC 276031'?E11ANosanip D.,,.,. DIVANL;H

Telephone Number: [phone] Fax Number: [phone]
E-mail Address: kcochrangboylancompanies.com

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: Scott Frederick
Company Affiliation: Soil, Water, & Environment Group, LLC
Mailing Address: 1001 Capability Dr., Ste. 312, Raleigh, NC 27606

Telephone Number: [phone] Fax Number: [phone]
E-mail Address: sjfrederick(a,sweg_rp.com

Page 1 of 12

III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the.
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.

1. Name of project: Main Street Square

2. T.I.P. Project Number or State Project Number (NCDOT Only):

3. Property Identification Number (Tax PIN): 0658075417, 0658075181, 065805071808,
065809065851, 065809067987, 065809067628, 065809069974, 065809069974,
065809162629,064808982516

4. Location
County: Wake Nearest Town: Holly Springs
Subdivision name (include phase/lot number):
Directions to site (include road numbers/names, landmarks, etc.): From Holly Springs_
travel south on NC55 approximately 1 mile past the water tank. The proposed project sight
is on the left across from SR1114 and NC55 bypass.

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): 35.6391 ON 78.8309 °W

6. Property size (acres): 36.75

7. Name of nearest receiving body of water: Basal Creek and Bass Lake

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: Property consists of open fallow field adjacent to a
regenerating riparian forest corridor along Basal Creek. Some relic poplar and maple trees

Page 2 of 10

remain from the last logging of the property. Beaver activity has flooded the creek and
changed the species composition of the adjacent riparian forest. A pond is located on the
eastern edge of the proposed development. Large white oak and willow oak trees are
scattered in the proposed open space areas.

10. Describe the overall project in detail, including the type of equipment to be used: The
landowner proposes to construct a multi-family residential, commercial retail development
contiguous with the new NC55 bypass road. This development will be constructed in
accordance with State and Federal water quality regulations. In an effort to minimize
impacts to surface waters and natural resources the development will be constructed
according to a high density design. Land clearing equipment such as bulldozers excavators
and pans will be used to design _ the grade posed.

11. Explain the purpose of the proposed work: The surrounding area around Holy Springs
supports the demand for multi-family housing and is necessary_ to keep up with the rowing
community. This demand for housing from the public and new residents to Holy Springs
warrants this development.

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. NWP 39 Permit previously obtained for Action ID: 200520531
(attached). Previous site plans, wetland impacts, and agency correspondences also attached to
this application.

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 additional permit requests are anticipated at this time for additional phases. See attached Site
Plan (Main Street Square).

Page 3 of 10

VI. Proposed Impacts to Waters of the United States/Waters of the State

It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.

1. Provide a written description of the proposed impacts: The proposed impacts to water
resources are limited to small jurisdictional riparian wetlands adjacent to and within the
floodplain of two unnamed tributaries to Bass Lake. The majority of the impacted wetland
areas is on the fringe of the main delineated wetland area on the property and has most likely
been enhanced due to beaver activity in the vicinity. Wetland impacts have been minimized
and avoided through careful design and redesign of the pro op sed project Wetland impacts
have been minimized to .08 acres of the total 6.30 acres of wetlands on all parcels. One
stream crossing is proposed for a sanitary sewer easement, which will be contained to 20
linear feet of an unnamed tributary to Bass Lake.

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,
separatel list impacts due to both structure and floodin .
Distance
Wetland Impact Type of Wetland Located within to Nearest Area of 100- Site Number Type of Impact (e.g., forested, marsh, loo year Stream Impact
(indicate on map) herbaceous, bog, etc.) Foodplam (linear (acres)
(yes/no) feet)
Clearing, fill, 639 ft2
1 Forested Yes 25
excavating (.01 ac.)
2 Fill Forested No 50 594 ft2
(.O1 ac.)

3 Fill Forested No 25 42 ft2
(.001 ac.)
4 Fill Forested No 200 82 ft2
(.001 ac.)

Page 4 of 10

5 Fill Forested No 200 871
(.02 ac.)

6 Fill Forested No 100 1454
(.03 ac.)
Total Wetland Impact (acres) 3682 ft2
(0.08 ac.)

3. List the total acreage (estimated) of all existing wetlands on the property: 6.30

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, multi ly length X width, then divide b 43,560.
Stream Impact Average Impact Area of
t? Stream Width Length Impact
Number Stream Name Type of Impact IntermPerennialittent .
indicate on ma) Before Impact (linear feet (acres)
NBA (sewer UT to Bass Lake clearing and P -5-10 ft. 20 .003
easement)*** excavation

Total Stream Impact (by length and acreage) 20 .003
Included with this PCN is supporting documentation related to the stream evaluation of SB-1, as conducted by DWQ personnel
(Dated 10/25/2004).
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)

Total Open Water Impact (acres)

6. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Impact (acres): .003
Wetland Impact (acres): .084
Open Water Impact (acres):

Page 5 of 10

Total Impact to Waters of the U.S. (acres) 087
Total Stream Impact (linear feet): 20

7. Isolated Waters
Do any isolated waters exist on the property? ? Yes ® No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.

8. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should. be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Current land use in the vicinity of the pond:
Size of watershed draining to pond: Expected pond surface area:

VII. Impact Justification (Avoidance and Minimization)

Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
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 initial site plan proposed 6
gpartment buildings, associated parking, plus amenities. In order to minimize wetland impacts, 3
apartment buildings totaling 84 units were eliminated (See layout "Main Street Square" by Bass,
Nixon and Kennedy, Inc. Dated 8/2/04, Exhibit "A", previously submitted). The current site plan
proposes a maximum of 354 units on 36.75 acres of land, associated parking and amenities
(Exhibit B). The total developable acreage is 20.15 acres with 16.60 acres of open space and
14.10 acres of impervious surfaces. Retaining; walls have been designed to minimize impacts to
wetlands and surface waters extensively in the site plan. Tree protection fencing and various
erosion control measures will be placed around wetlands during; construction to reduce
any potential impact.

Page 6 of 10

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/newetlands/stn-n2ide.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.

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/=/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:

Page 7of10

Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):

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.

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 V Yes Z No ?

2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
Zone* Impact Multiplier Required
(square feet) Mitigation
1 1200 3 (2 for Catawba)
2 800 1.5
Total 2000
* 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.

Page 8 of 10

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.

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. Existing impervious acreage on the site is
0%. Total site area for is 20.15 acres out of 36.75 for the parcels identified in this permit The
proposed impervious area is 14.1 acres or 38.37% of the total current and proposed project area
Of the 36.75 acres, 6.30 acres is jurisdictional wetlands with approximately 6.22 acres to be
preserved along with 16.60 acres of open space. Stormwater discharge directly to wetland areas
will be avoided. Concentrated stormwater discharge into buffers will also be avoided.
Stormwater will be discharged at non-erosive velocities (i.e.diffuse flow).

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.

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 site is located adjacent to Highway 55 and no additional development is feasible within
the vicinity and subwatershed. Additional development is possible across Highway 55, which

Page 9 of 10

drains away from the Highway. Both tributaries in the vanity of the Main Street project are
impounded, which helps to maintain adjacent and downstream water quality.

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).

,T

10/19/05
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)

Page 10 of 10

Ong' S ntgs~
y l \

SITE
LJU

41 40,

41

Gem, . Hlt

4
' w
sm.wm,e
~e
Figure 1: Vicinity and Site Location Map; Main Street Square - Boylan Development
(Source: Wake County GIS, 2005)
Page 11 of 12

Clu

To Holy Springs

RFTfl~

SITE
0

NC 55 Bypass

Wake County Parcels
{ Phase I Parcels shp
Phase 1 Soils.shp
AgC2
L ApB2
J CeC2
CeQ
OrB2r
0.1 0 1 0.2 Mi s w
o
F--I w N
w
Figure 2: SCS Soils and Site Location Map; Main Street Square - Boylan Development
(Source: Wake County GIS, 2005)
Page 12 of 12

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT ~n

Oake
Q
Action ID: 200520531 GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION

Property Owner: Boylan Development
Attn: Kevin Cochran
Mailing Address: 410 N. Boylan Avenue, Suite 138
Raleigh, North Carolina 27603 Telephone No.: [phone]
Authorized Agent: Soil, Water, & Environment Group, LLC
Attn: Scott Frederick
Mailing Address: 1001 Capability Drive, Suite 312
Raleigh, North Carolina 27606 Telephone No.: [phone]
Location of property (road name/number, town, etc.): The property is located on the east side of the intersection of INC
55 and SR 1114, near Holly Springs, Wake County, North Carolina

Site Coordinates: 35.6386 °N -78.8308 °W USGS Quad: Apex

Waterway: Basal Creek River Basin: 200520531 HUC: 03010201

Description of projects area and activity (see page 2 for a summary of authorized impacts): This permit authorizes the
placement of fill into waters of the United States for lot fill and installation of sanitary sewer to facilitate the
construction of the proposed Holly Springs Apartments at Main Street Square as depicted by plans sent on
January 20, 2005.
Applicable Law: ® Section 404 (Clean Water Act, 33 USC 1344)
? Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: Nationwide or Regional General Permit Number(s): 39
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the attached
conditions and your submitted plans. Any violation of the attached conditions or deviation from your submitted plans may subject the
permittee to a stop work order, a restoration order and/or appropriate legal action.
This verification will remain valid until the expiration date identified below unless the nationwide authorization is modified,
suspended or revoked. If, prior to the expiration date identified below, the nationwide permit authorization is reissued and/or
modified, this verification will remain valid until the expiration date identified below, provided it complies with all requirements of
the modified nationwide permit. If the nationwide permit authorization expires or is suspended, revoked, or is modified, such that tilt:
activity would no longer comply with the terms and conditions of the nationwide permit, activities which have commenced (i.e., are
under construction) or are under contract to commence in reliance upon the nationwide permit, will remain authorized provided the
activity is completed within twelve months of the date of the nationwide permit's expiration, modification or revocation, unless
discretionary authority has been exercised on a case-by-case basis to modify, suspend or revoke the authorization.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You
should contact the NC Division of Water Quality (telephone [phone]) to determine Section 401 requirements.
For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act (CAMA),
prior to beginning work you must contact the N.C. Division of Coastal Management .
This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required Federal,
State or local approvals/permits.
If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of Engineers regulatory
program, please contact Kevin Yates at telephone [phone], ext 30.
Corps Regulatory Official- - Date: 03/21/2005 Verification Expiration Date: 03/19/2007
Copy Furnished:
Page I of 2

Determination of Jurisdiction:
® Based on preliminary information, there appear to be waters of the US including wetlands within the above described project area.
This preliminary determination is not an appealable action under the Regulatory Program Administrative Appeal Process
(Reference 33 CFR Part 331).
? There are Navigable Waters of the United States within the above described project area subject to the permit requirements of
Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. 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 waters of the US and/or wetlands within the above described project area 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.

? The jurisdictional areas within the above described project area have been identified under a previous action. Please reference the
jurisdictional determination issued on (Action ID:
Basis of Jurisdictional Determination: This site exhibits wetland criteria as described in the 1987 Corps Wetland Delineation
Manuel and is part of a broad continuum of wetlands connected to Basal Creek, a tributary of the Neuse River, adjacent to
Pamlico Sound. This waterbody exhibits an ordinary high water mark as indicated by changes in soil character and absence
of terrestrial vegetation and is hydrologically connected to the Basal Creek, adjacent to the Neuse River adjacent to Pamlico
Sound.
Corps Regulatory Official Date: 03/21/2005 Determination Expiration Date: 03/21/2010
Summa of Authorized Impacts and Required Mitigation
Action ID NWP / GP Open Water (ac) Wetland (ac) Unimportant Steam I important Stream !
# # Temporary Permanent Temporary Permanent Temporary Permanent Temporary Permanent
200520531 39 0.27 20

Impact Totals 0 0 0 0.27 0 0 20 0
Total Loss of Waters of the U.S. ac 0.27 Total Loss of Waters of the U.S. I 0
Required Wetland Mitigation (ac) 0 Required Stream Mitigation (if) 0

Additional Remarks and/or Special Permit Conditions:
SEE ATTACHED SPECIAL CONDITIONS

Page 2 of 2

Action ID: 200520531 County: Wake

SPECIAL PERMIT CONDITIONS
L

Fenced boundaries
Permittee shall locate all wetland boundaries and identify them on site with the
installation of temporary fencing (e.g., orange webbed tree-protection fencing).
Markings on the boundary fencing (or attached flags) shall identify the demarcated area
as a wetland. Demarcation of wetland areas shall be accomplished prior to initiation of
any impacts to jurisdictional areas (fill, mechanized landclearing, culvert installation,
etc.) authorized by this permit. The fencing shall remain in place throughout the duration
of all construction activities associated with the project.

WILMINGTON DISTRICT
POST-CONSTRUCTION COMPLIANCE FORM

Action ID Number: 200520531 County: Wake

Permittee: Boylan Development Attn: Kevin Cochran

Date Permit Issued: 03/21/2005

Project Manager: Kevin Yates

Upon completion of the activity authorized by this permit and any mitigation required by the permit,
sign this certification and return it to the following address:

US Army Corps Of Engineers
Wilmington District
Raleigh Regulatory Field Office
6508 Falls Of The Neuse Road
Suite 120
Raleigh, North Carolina 27615
Please note that your permitted activity is subject to a compliance inspection by a U. S. Army Corps of
Engineers representative. If you fail to comply with this permit you are subject to permit suspension,
modification; or revocation.

I hereby certify that the work authorized by the above referenced permit has been completed in
accordance with the terms and condition of the said permit, and required mitigation was completed in
accordance with the permit conditions.

Signature of Permittee Date

Y

Applicant: Boylan Development Attn: Kevin File Number: 200520531 Date: 03/21/2005
Cochran
Attached is: See Section below
INITIAL PROFFERED PERMIT (Standard Permit or Letter of A
permission)
PROFFERED PERMIT (Standard Permit or Letter of permission) B
PERMIT DENIAL C
APPROVED JURISDICTIONAL DETERMINATION D
PRELIMINARY JURISDICTIONAL DETERMINATION E
to.Mra -rb 14~ ~ m it v ~,~4 ~ x n
y'rrigs~~ncp3iQa~ftegardni~i~sfra e
x •C h is "'V1, d F,14 4^pk ^ i 'a'~. S t - ( 'Y*+ ' 2.SpaH: k 1 'A Rk
a T
de t iQ t * , t fq a. bk r #y g, t found at hvm vrvWusace.army;mrlt~ iet'funefions/cw! ec vc~} 'or"
v,r latto s' 3 t 1..
..Il ..C.+f _ ~..;•y.i.. A:~td,. ~ k :Fu tv/~;! x t1- b~n
A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature
on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the
permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit.
• OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request that the
permit be modified accordingly. You must complete Section 11 of this form and return the form to the district engineer. Your
objections must be received by the district engineer within 60 days of the date of this notice, or you will forfeit your right to appeal
the permit in the future. Upon receipt of your letter, the district engineer will evaluate your objections and may: (a) modify the
permit to address all of your concerns, (b) modify the permit to address some of your objections, or (c) not modify the permit
having determined that the permit should be issued as previously written. After evaluating your objections, the district engineer
will send you a proffered permit for your reconsideration, as indicated in Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature
on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the
permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit.
• APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein, you
may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section 11 of this form
and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the date of
this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by
completing Section II of this form and sending the form to the division engineer. This form must be received by the division engineer
within 60 days of the date of this notice.
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or
provide new information.
• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the date of
this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
• APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers Administrative
Appeal Process by completing Section II of this form and sending the form to the division engineer. This form must be received by
the division engineer within 60 days of the date of this notice.

E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps
regarding the preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved
JD (which may be appealed), by contacting the Corps district for further instruction. Also you may provide new
information for further consideration by the Corps to reevaluate the JD.
.Q'"«t t n..• a7. ' r ,!rsl l; rF{k ~T, ;a. S, y. fkk' i;•o."T.*) tiw~~'`a)1~,",t.+~~ t f S.: y.. t 1. ` hi,hcj,s. w.i,: xv' :+i.. r tb`: rf•"+F'i. u rr A.,
.
rk 1-
s
~4 RE_~. ,~A,.T, S~ O~ t;~N~~ S ? T _Fl. ei fi Oqq R + „A>r ° P~~P~'+ i.E~w'. AL >~.c F' O.Q~: R .F R~,Or3Ar~~B4P t J,: E~!C~~a+" TL.I~,Ok1~~3, tl}Nr ~~~fO,r Ss4r :yM'~~ J (rlyD~ ~ C~e~u`~'tsY'VT~cJPI #r. i.Ab~i!t ~~e 'S y~'erC3 o~t x; u~ r%0 r i reAeti aNso`~.~>n>~~ s IIo ,~f• «~o.v`5~ r nr ,.ax~p~ p' "se~.~"aK?.~ :lai~ ~n"'fi`~g rx .v, tcvhcw Y e it Z' de'~ + ci ~k iks~~ ii~ko,1`n .4 S4o~ r . r i - ~ tiE
your
objections to an initial proffered permit in clear concise statements. You may attach additional information to
this form to clarify where your reasons or objections are addressed in the administrative record.)

ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps
memorandum for the record of the appeal conference or meeting, and any supplemental information that the
review officer has determined is needed to clarify the administrative record. Neither the appellant nor the Corps
may add new information or analyses to the record. However, you may provide additional information to clarify
the location of information that is already in the administrative record.
OR 1] a v TJ Y. a w• Yr ~Svyy1( .s.
a, 2 C y~ + T y~-+K (~~?~,T s
C l,tI 'n an pt; ~z7:t t'x. rl"t,~7. Wym+,~~~
If you have questions regarding this decision if you only have questions regarding the appeal process you
and/or the appeal process you may contact: may also contact:
Kevin Yates Mr. Arthur Middleton, Administrative Appeal Review
Raleigh Regulatory Field Office Officer
US Army Corps of Engineers CESAD-ET-CO-R
6508 Falls of the Neuse Road, Suite 120 U.S. Army Corps of Engineers, South Atlantic Division
Raleigh, North Carolina 27615 60 Forsyth Street, Room 9M15
Atlanta, Georgia 30303-8801
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any
government consultants, to conduct investigations of the project site during the course of the appeal process. You
will be provided a 15 day notice of any site investigation, and will have the opportunity to participate in all site
investigations.
Date: Telephone number:
Signature of appellant or agent.
DIVISION ENGINEER:
Commander
U.S. Army Engineer Division, South Atlantic
60 Forsyth Street, Room 9M15
Atlanta, Georgia 30303-3490

Michael F. Easley. Governor
OF W ATE9OG William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
r- Colleen H. Sullins. Deputy Director
Division of Water Quality
D ~
October 25, 2004
CERTIFIED MAIL CPO Mr. Marry D. Bizzell, CPESC

Bass, Nixon & Kennedy, Inc.
10405 Ligon Mill Road, Suite E
Wake Forest, NC, 27687
NBRRO 04-265
County: Wake

Attn:

BASIN:
Neuse River X Tar-Pamlico
(15A NCAC 2B .0233) (15A NCAC 2B .0259)
Complaint NOV Buffer Detennination X
Incident # Appeal Call

Project Name: Noll S rin s A artments

Local ion/Directions: East side of S. Main Street, to east of Main Street/NC Highway 55 bypass in Holly Sprints
(Wake County), NC.

Subject Stream: UT to Bass Lake

Date of Determination: 10/21/04
Feature Start Buffer End Buffer Stream Appeal Located Located on
GPS Points (if Form Call on Soil USGS
provided) Survey To o-'ra hic
SB-1 35 38 20N 78 49 X X
47W
Above Not Subject 15.25
SB-1

Raleigh Regional Office 1628 Mail Service Center F,C-b -IR phone [phone] Customer Service
Water Quality Section Raleigh, NC 27699-1628 facsimile [phone] 1.877.623-6748

~Up

10/25/2004
Page 2 of 2

This on-site determination shall expire five (S) years from the date of this letter. Landowners or affected parties
that dispute a determination made by the DWQ or Delegated Local Authority that a surface water exists and that
it is subject to the buffer rule may request a determination by the Director. A request for a determination by the
Director shall be referred to the Director in writing do Cyndi Karoly, DWQ Wetlands/401 Unit, 2321 Crablree
Blvd., Raleigh, NC 27604-2260. Individuals that dispute a determination by the DWQ or Delegated Local
Authority that "exempts" a surface water from the buffer rule may ask for an ad judicatory hearing. You must
act within 60 days of the date that you receive this letter. Applicants are hereby notified that the 60-day stauttory
appeal time does not start until the affected party (including downstream and adjacent landowners) is notified q/'
this decision. DWQ recommends that the applicant conduct this notification in order to be certain that third
party appeals are made in a timely manner. To ask for a hearing, send a written petition, which c•onfor"is to
Chapter ]SOB of the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail
Service Center, Raleigh; N.C. 27699-6714. This determination is final and binding unless you ask for a hearing
within 60 days.
The (owner/future owners) should notify the Division of Water Quality (including any other Local, State, and
Federal Agencies) of this decision concerning any future correspondences regarding the sitbjeet property (stated
above). This project may require a Section 4041401 Permit for the proposed activity. Any inquiries should be
directed to the Division of Water Quality (Central Office) at (919)-733-1786, and the US Army Corp of Engineers
(Raleigh Reg tilatory Field Office) at (919)-876-8441.
Respectful
Michael o an
Environmental Spec. I
CC: File Copy
Central Files
DWQ 401 Wetlands Office
Wake County
Heather V. Keefer - Town of Holly Springs

Jd11 11- (UUJ c UUrm ov0111. unUJ 1,V,,,,,.,

S di(, Vt~aEOCi aC Fnvitoasaent
Gdoap
F.j:1J.n't I
Cenl.~ia) C'amp'us
Kalei,h. NC 27606
(919).8:11-1234
(919) 831•11211fac)
AGEN'T' AUTHORIZATI:M FORM
A.11 information. is be filled in. by the current Isnd wner:
We, the curront property owner, hereb}, Authorize ~~t..~yJC of Soil, Water, & CnvironmentGroup.
LLC of Raleigh., North Caro lina.(coosultant) fo act as agent on behalf of ~,SSelsg/!t
(Landowner).in the processing of pernnit.app.lieati.ons„ co furnish toon requal suppkmental-info ion in support
of:.ipplications,.etc._ front this day forward. This_ day of
This notification superi'tdes any previous correspondence: co.nccrn.ing the Itgenr'for this project. I
NAT(..C.F: This authorization, 'for Liability and rroc io couneq- rwsom, is valid only for governmcnt offtiats to
enter the property when accompsnitd.bY , 4~of So 1: Wjtcr:.8 Envirg.nmem Group, LLC.of-Rrleigh,
North Carolina (consultant) staff. You should call(office)* 4)
(mobile) (con" ant) to ar*mngc a rim mecti.ng prier to visiting the site.
USACE, Wilmington D15tric.t
Fie:I Off-ice (Hshev.ill , ales. ash.ington, or Wilmington)
Attn: (USAGE ?0C.).

!V1 wrier (I?rrni)
/V EaY Air 13
Ad. s
T--
City, Siste - Zip -
R~9- Z7~- 3~ot~o
Phone
au
Pmject:Nartie/Descripti:on: 404, -e-1. re, r +-m
La cr (Sigriat:ur~) Datc

Cc: Mr. John. Domay Cc: (Consultant)
NCDENR-DWQ
1650 Mail.S.ervice Center
Raleigh., NC 27699.461G
SOII,,WAZER & FrIYIRMN1' QR= LLC
R~4R~ BUIIDING';1, Cl~~E[VNfAI:CAI+~US
1001 WABII,iTYMM XM- 312
RALQCx,.NC27606

1

1 N.C. HIGHWAY 55 BY-PASS
N=686297,93 1 1
E-2050744.70
1 1 ago
1 1 =fib 5 1.91
1 1 -2050698.96
i 1 1
TOTAL WETLAND 1 1
AREA = 6.30 ACRES 1 1
0 1.
(THREE SHEET TOTAL)' 1 R1 1
`````~~~t?ntu?nrrrrrr~~ m
1 N 1

SEAL - -n .686639. 5
L-2909 N=686393.12 1 O I E-2050835.78
E=2050996.94 p 1
y.O
1
C
1 r 1
L C)
~rrurinitutt+~~~
1 -1 1 2
`I , N=68643 .79 1 N 1 0
E-2051104,60 1
Ul- N 1 ~Lo a
1
.l/~01~0 ~ 1 H 1 'o cm
7 - LU
1 Z 1 N-68675 5 ;z Ca
1 1 E-2060949.67 0- (n 4 0 Lo
1 M 1 ~o o aao
0) CO
1 m 1 Lo Lo.
1 1 m o
7130 o
1 1 F L. & E. B. ARNOLD p,
7114 7113 ' 1 r 1 D. B. 4904 PG. 350 Cc
m H
7129 4. B . 0 . M . 1986 PG. 2158 = p a
ii , 7111 7116 .'a, 1 p 1 PIN: 0658067987
N-686471.33 1 1109 711 1 1
E-2061331.53 71~
34 03 117 1
71 ; 1
110 7127 7099 7091 7 1 1 1 -8869 2. 1
7107 710 7025 90 7119 1 1 -205 1 0,40
7 25 7087 712012!1 ..i 1
7100 712 7
7102 089 1 1 N-687180 78
7073 710 7 04 7 86 1 1. E"2051021.18
7106 NDS 70 5
. 1- - E 6 . ARNOLD & SHARON GALE N 7 N
WETLA y
7094 t 7066 1 D . B . 4406 PG. 720 S Cn
7o7a 097 1 PIN: 0658162629 •5
7072 loss' Toes 1 1 S . 0 . M . 1984 PG 268
7092 ; 1 1 N
7076 1
1 9B0 96A963,,
X133 70821 6
075 1 1
WETLANDS 6984 6981 WETLANDS 964
7079 7080 1 1 6986
7078 1 ; 6973
6972 -687 5E,28
7070 6988 -68729 !U E-2051173.22
7132 707 1 1 9 9 E-20512!0,96 6 70
t 1 697
059 ! 6 6 76••
1 7061 -WETLANDS 1 1 6992 6983.,• 69
971
7060 1 9 6990 597 69 4
7069 1 1 / 697
7057 7056 1 7002 / 6985 N=68 308.13
054 053 TOP OF BANK 1 8995 891 E-205 218.22
7~
OF CHANEL 1 8996 7 0 N-687149.28
68 7061 7010 1 7004 E=206!384.72 TOP OF BANK
052
OF CHANEL
N=686722.41 7012 69 1 009 N=687162 32
E-2061738,17 7066 0 0 6999 E-206!444,!7
7050 7 2 7014 ' 7011 16 79007 006 7005
7050
7017 700 '.`7013
7oae 2 1 os STAF ORD LAN COMPANY, INC.
2 1 7047 0 4 7016 1 N~ 587093. 6 B. 0. 1998 1483 1484
7046 70 5 7028 =687054 .3 E 051 03.62 «iw'
705 018 E-205158 .25 1 '~-9+Y
062 2 7046 032 7031 7027 7001 1 y' "I°`~ y
7043 7033 7028 THIS CERTIFIES THAT THIS COPY OF THIS PLAT IDEk`s
7063 7042 7030 131 THE U.S. OR WETLANDS ALL AREAS OF WATERS OF TH
70 0 WETLANDS, REGULATED PURSUANT TO SECTION 404 0 L~
7064 035 WATER ACT AS DETERMINED BY THE UNDERSIGNED ON, HI DA
7041 703 UNLESS THERE IS A CHANGE IN LAW OR OUR PUBLI D GUrk U r
7037 N-686905.74 THIS DETERMINATION OF SECTION 404 JURISDICTI MA 5
7065 UPON FOR A PERIOD NOT TO EXCEED FIVE YEARS F T S
066 7036 E=205!808:98 DETERMINATION WAS MADE UTILIZING THE 19B7 CO 0. ENS`
WETLANDS DELINEATION MANUAL. +a 1
7067 039 7038
IV ill?~. 44 ~a
use 869. I+ NAME: Al
.50 ~}t•.
NAME..
JAN 2005 TITLE: PaosfD~ j~~S ~L -Y -
DATE: 11 2t7 /O~ - s- Is 1 7 OF
SURVEYED BY
BASS, NIXON & KENNEDY, INC . WETLAND DELINEATION FOR
PRAWN BY
CONSULTING ENGINEERS P0L PROPOSED
6310 CHAPEL HILL ROAD .
SUITE 250 CHECKED BY HOLLY SPRINGS APARTMENTS
RALEIGH, NORTH CAROLINA 27607 DATE HOLLY SPRINGS, WAKE CO., N.C.
919-851-4422 FAX [phone] 10/29/04

Z~ S 648 214"E.
.~2tiP NOTE: WETLANDS SHOWN ON THIS PLAT WERE.DELxNEATED
BY PROTOCOL SAMPLING SERVICES, INC:.
0.
4902
WETLANDS N HOLLY SPRINGS Rp
SPRINGS MOLDY
• i
0 ~i0 N~ 3
NW tart?
pfp f0 C, - s
yl N ~
4910
ou`D vN~ m - 0 h E
v w~ m ~Yy 3
-ti 0)
S
n to I~ No S ey ~q ij
o cri y v !~s 9 i S QQ1 Q Q
~y g0913 SITE
!n 06, .o 91
" 0 u~ Sao f G ~qG P
a~N VICINITY MAP (NTS.) ,
190.
~Q~ Cl 9 a+o N~~ 3
N
CARO%
,01%2Q` ~ ESS/.°' 917 S 25'43'36`E
{t
39.18
v (j~ SEAL 4918 PARKSIDE VILLAGE LLC
Z~ L-2909 1 S 6 54 27 7 E D .B. 8024 PG. 122.
ss~ s2
4 B.O.M. 2001 PG. 2069
SUR,`„ Q~/~~~~ ~i~ S 39647'i1•E PIN: 0658080357
41.19
"1 *1;;/P uLO++92 WETLANDS
s 3 see. THIS MAP DOES NOT MEET
NORTH CAROLINA MINIMUM
o //o ¢ STANDARDS FOR SURVEYING
a Q Jti f a AND MAPPING.
m

N
26
49 7
'zz (o
2 lv~ . ^4
/ Q0 Q.0
STAFFORD LAND CO., INC.
s
D.B. 8119 PG. 1680 , QQC0
B.O.M. 1998 PG. 1395
PIN: 0658075417 9 Q
BEGIN NRB
s U. m
a 935 4937 9 2 94 5 WETLANDS 90 'v U. m
at0c°n93
mrno
'mc°v u u t" Coo 9 49 Ca
G n J t m 49 ~a Z m
x
00
m~ SCALE: 1 " 100 4 595 a
4948 950 N
o
z ~ 0 50 100 200 300 400 4951 4955 0
ca
Z'
282.48 4956 Q co
S 591011094W m rn'
x
f o c 957 958
605,15 4959 (Y
N o 8 66.6633. m O
m THIS CERTIFIES THAT THIS COPY OF THIS PLAT IDENTIFIES AS WATERS OF W LL x
z THE U.S. OR WETLANDS ALL AREAS OF WATERS OF THE U.S., INCLUDING u10i Li
WETLANDS, REGULATED PURSUANT TO SECTION 404 OF THE CLEAN Q
WATER ACT AS DETERMINED BY THE UNDERSIGNED ON THIS DATE. 960 ,
cm UNLESS THERE IS A CHANGE IN LAW OR OUR PUBLISHED RE01 1, NS, HAROLD L. PAGE 9 N Co
N , THIS DETERMINATION OF SECTION 404 JURISDICTION M, D. B. 3589 PG. .409 4962
m UPON FOR A PERIOD NOT TO EXCEED FIVE YEARS FRO,.'@'
z^ WETLANDSADELINEATIONDMANUALIZING THE 1987 CO PIN: 0658075181
n ~ o
96 ct
NAME: gd y,r.w q p
pQ TITLE:-- K BSI e ~~T 2 OF 3
m ~ DATE: C7~ a • S 43' 03'' 43"E 964
z ' 65.91 m !369
31
77044 S 40'46'61"W
S 62126'30 16.28 S $92 20 ~
49
AO'
6960
• W C~
aa c SURVEYED BY
13 vASS, NIXON & KENNEDY, INC, WETLAND DELINEATION FOR
CONSULTING ENGINEERS DRAWN BY
POL PROPOSED
N6310 CHAPEL HILL.ROAD
SUITE 250 °?D3<ED BY
HOLLY SPRINGS APARTMENTS
RALEIGH, NORTH ;CAROLINA 27607 DATE HOLLY SPRINGS, WAKE CO., N.C.
919-851-4422 FAX [phone] 10/29/04

. .
```~1~111 l h l l l f /If,~~~
Cghpz 4
+.~`~p FESSipy
s
Q
SEAL 7012 667025.80306 2051561..93992 BANK iO'Wide
L_2909 E 7013 687025.16692 2051582.67462 BANK 10`Wide
7014 687010.98060 2051593.29876 BANK 10'w1de
7015 686969.45061 2051617.39290 N&RIB
7016 667000.04709 2051618.74010 BANK 10'Wide
4901 688042.00352 2049879.44387 7017 686970.27225 2051542.88927 WETLANDS a75
4902 688031.27188 2049900.81722 WETLANDS al 7016 687004.57651 2051633.62328 BANK 10'wide
4903 688014.00258 2049917.31217 WETLANDS a2 7019 687003.36508 2051638.88737 BANK 10'Wide
~~/If11j1LOj 4904 687987,96816 2049935.28045 WETLANDS a3 7020 686993,63397 2051634.18412 BANK iO'wide
4905 687991.1089 2049952.48455 WETLANDS a4 7021 686980.20391 2051634.13722 BANK 10'wide
4906 687994.05456 2049973.90965 WETLANDS a5 7022 686967.94691 2051648.00058 BANK 10'wide
4907 687992.66360 2049996.61800 WETLANDS e5 7023 686972.70529 2051659.11535 BANK 10-wide
4908 687994.28444 2050023.31310 WETLANDS a7 7024 686972.70568 2051659.12034 WETLANDS a76
4909 688000.83441 2050038.64533 WETLANDS a8 7025 686961.67816 2051595.18326 WETLANDS a77
4910 687998.70918 205006368569 WETLANDS a9 7026 686961.71274 2051694.90544 BANK 13'wide
4911 687976.71435 2050087.63842 WETLANDS ai0 7027 685960,95496 2051711.90744 BANK 15'wide
l 4912 687959.18850 2060!22.11125 WETLANDS all 7028 686960.90854 2051711.86220 WETLANDS a7B
4913 687955.94116 2050140.66574 WETLANDS a12 7029 686868.56205 2051763.81800 N&RIB
4914 687939.48766 2050192.52232 WETLANDS a13 7030 686925.59300 2051746.96438 WETLANDS a80
4915 687907.78405 2050242,39737 WETLANDS a14 7031 686925.62188 2051739.94907 BANK 15'wide
4916 687882.19666 2050269.54540 WETLANDS a15 7032 686912.83033 2051789.87855 BANK 1.4'wide
4917 687639.19734 2050277.31671 WETLANDS a16 7033 686912.78449 2055769.66099 WETLANDS a81
4918 687820,78607 2050278.11787 WETLANDS ail 7034 686900.69010 2051788.16385 WETLANDS 882
4919 687796.05735 2050287.31211 WETLANDS a1S 7035 686900.64790 2051786.17451 BANK 15'wide
4
920 687767.54790 2050302.90529 WETLANDS ai9 7036 685889.40275 2051807.44082 WETLANDS a63
4921 687743.32260 2050311.38851 N&RIS 7037 686889. 2051807,33305 BANK 18-Wide
4922 687740.36898 2050315,73933 WETLANDS 620 7038 686890.i2O117 2051827.86857 BANK 10'wlde
4923 • 687717.65083 2050341.70346 WETLANDS a21 7039 686891.13183 2051830.36300 WETLANDS a84
4924 687868.75774 2050332.09810 WETLANDS a22 7040 686876,50124 2051841.17657 BANK int.
I 4925 687663.49713 2050389.90301 N&RIS 7041 686876.50073 2051841.17162 WETLANDS a85
I 4926 687620.56157 2050363.09662 WETLANDS a23 7042 586852.89230 2051831.30708 BANK a85'
4927 687690.67693 2050388.70190 WETLANDS a24 7043 686851.84438 2051836.06843 BANK e'wide
4
429 928 687575.78581 2050434.70276 WETLANDS a25 .7044 686822.35263 2051816.80638 WETLANDS a87
4930 687632.92969 2050432,29274 WETLANDS a26 7046 686807.67781 2051768.37003 WETLANDSiaBB
4931 687514.90434 2050455.25495 WETLANDS a27 7047 686802.69173 2051768.74281 BANK 8'wid0
4932 687455.65441 2050479.0246.0 N&RIB 7048 686783.67946 2051747.68966 BANK 6'wide
4933 687467.20446 2060468.10519 WETLANDS a2S 7049 686778.32957 2051725.70169 BANK 4'wide
4934 687436.91777 2050453.24042 WETLANDS 629 7050 686778.32956 2051725.70169 WETLANDS a89
4935 687438,97070 2050488.31831 WETLANDS a30 7051 686767.66i92 2051685.06004 WETLANDS a90
4936 687455.60161 2050532.52615 WETLANDS a31 7052 688765,96972 2051684.90061 BANK 3'wide
4937 687485.60358.2050556.36112 WETLANDS 032 7053 685761.49653 2051650.28975 WETLANDS a9i
4938 687477.47963 2050590,78358 WETLANDS a33 7054 686756.40686 2051555.09660 BANK 4'wide
4939 687474.76828 2050603.19068 WETLANDS a35 7055 686740.39741 2051745.71805 WETLANDS a127
4940 687345.13314 2050634.99979 N&RIB 7055 586744.53850 2051621.53826 WETLANDS a92
4941 687433.77214 2050577.14052 WETLANDS a34 7057 686742.27712 2051623,50960 BANK 4'Wide.
4942 687503.05006 2050507.18819 WETLANDS 036 7058 685772.06989 205!809,68618 WETLANDS a128
4943 687473.71390 2050633.15978 WETLANDS 838 7059 686733.73341 2051601.81578 BANK 4'Wlde
4944 687518.79990 2050635.32805 WETLANDS 837 7060 686746.70737 2051590.82947 WETLANDS a93
4945 687523.72728 2050660.71046 WETLANDS a39 7061 586761.56026 2051563.01579 WETLANDS a94
4946 687484.65975 2050667.78745 WETLANDS a40 7062 686777.96920 2051832.42111 WETLANDS a129
4947 687464.21814 2050691.43203 WETLANDS a41 7063 686799.03229 2051843.96225 WETLANDS a13O
4948 687410.85821 2050662.22272 WETLANDS a42 7064 686635.57136 2051846.91546 WETLANDS 8131
4949 687469.40704 2050714.07494. WETLANDS a43 7065 686841.14590 2051864.87293 WETLANDS a132
4950 687458.31311 2050743.23522 WETLANDS a44 7066 686851.52155 2051884.66663 WETLAND$ a133
4951 687496.49807 2650782.11804 WETLANDS a45 7057 686873.49274 2051896.25524 WETLANDS x134 end
4952 687455.18298 2050604.51187 N&RIB 7068 686725.52794 2051697.30725 WETLANDS a125
4953 687524.02011 2050790.76688 WETLANDS a46 7069 686707.24073 2051648.28517 WETLANDS a125
4954 687521.98935 2050806.45338 WETLANDS a47 7070 68.6742.39281 2051548.75291 WETLANDS a95
4955 687484.17573 2050824.00411 WETLANDS a48 7071 586751.97398 2051572.17273 N&RIB
4956 687449.77142 2050840.17249 WETLANDS a49 7072 686629.61447 2051486.42298 WETLANDS 6122
4957 687443.73346 2050891.25531 WETLANDS a50 7073 685566.25260 2051443.86172 WETLANDS a120
4958 687472.99507 2050932.4811! WETLANDS a52 7074 686565.52021 2051463.29728 WETLANDS a121
4959 .687484.24534 2050960.55628 WETLANDS a53 7075 686717.49352 2051497.44819 WETLANDS a96
4960 687418.07685 2050965.23253 WETLANDS a54 7076 686708.07584 2051448.02995 WETLANDS a97
4961 687404.97030 205010.33030 WETLANDS a55 7077 686718.69458 2051562.50990 BANK 3'wide
4962 687403.45343 2051046.11341 WETLANDS a56 7078 586726.85597 2051553.52313 BANK 3'wide
4963 687357.36698 2051070.55267 WETLANDS a57 7079 686727.64617 2051542.17198 BANK 3'wide
4964 687329.43072 2051110.83182 WETLANDS a58 7080 686713.99683 2051524.99387 BANK 3'Wide
4965 687296.68985 2051120.13718 WETLANDS a58 7081 686711.69191 2051605.54530 BANK 5'wlde
6966 687358.30534 2051155.85439 N&RIB 7082 686710.49000 2051479.05988 BANK 5.'wide
6967 687184.18869 2050926.40798 N&RIB 7083 686710.55302 2051426.67976 WETLANDS a98
6968 687184.19550 2050926.41978 N&RIB 7084 686705.79934 2051359.86163 N&RIB
6969 687358.02966 2051172.97894 BANK B'Wide 7085 686678.88232 2051373.76029 WETLANDS 699
` 6970 687350.16533 2051174.49217 BANK B'wide 7086 686675.35619 2051328.40854 WETLANDS a100
66971 687328.9529! 2051195.76908 BANK 6'wide 7087 686661.57667 2051295.07329 WETLANDS 8101
6972 687319.51115 2051199.38030 SANK 6'wide 7088 686650.47978 2051302,55418 WETLANDS al02
6973 687313.15215 2051214.54564 BANK 6'Wide 7089 686642.09262 2051315.16931 WETLANDS al03
6974 687299.83519 2051221.00116 BANK 5'Wide 7090 686624.65214 2051323.57726 WETLANDS 6104
6975 58728!.08836 2051234.85796 BANK 5'Wide 7091 586603.67512 2051321.10675 WETLANDS ai05
[ 6976 687261.89354 2051253.64209 BANK 5'wide 7092 686683.89590 2051435.35595 BANK 4'wide
6977 687241.94490 2051256.83358 BANK 5'wide 7093 686675.55817 2051420.75968 BANK 4'wide
6978 687223.72403 2051278.08480 BANK 5'Wide 7094 686557.59529 2051421.45024 BANK 4'wide
6979 687227.69051 2051291.81236 BANK 7'wide 7095 686643.38351 2051403.39442 BANK 3'wide
6980 687252,49067 2051141.04108 WETLANDS a60 7096 686530.29413 2051425.87319 N&RIB
I 6981 687232.78622 2051191:90894 WETLANDS a6! 7097 686658.43399 2051421.21260 BANK 3'wida
6982 687250.49264 2051249.71286 N&RIB 7098 685642.35158 2051394.24228 BANK 3'Wide
6983 687200.38104 2051322.10391. BANK 7'Wide 7099 686570.89024 2051326.17061 WETLANDS a106
6984 687191,37450 2051212.06745 WETLANDS a62 7100 686607.73239 2051337 62894 WETLANDS a116
6985 687186.48663 206!330.46665 BANK 7'wide 701 686591.65308 2051333.61006 WETLANDS 5115
6986 687175.39019 2051244.31136 WETLANDS a63 7102 686603.63396 2051368.99536 WETLANDS a117
6987 687112.22139 2051264.82149 N&RIB 7103 686537.08222 2051331:40697 WETLANDS al07
6968 687161.47582 2051291.60041 WETLANDS a64 7104 666612.13217 2051394.38985 WETLANDS a118
6989 687146.09128 2051318.63791 WETLANDS a65 7105 686579.33959 2051408.42315 WETLANDS ail9
6990 687163.64442 2051357.53937 BANK S'wide 7106 686566..80333 2051442496677 WETLANDS a120
i 6991 687168.24527 2051374.95958. BANK 9'wide 7107 686536.62247 2051340.21617 WETLANUS a114
6992 68713.1.91699 2051344.14088 WETLANDS a66 7108 686493.95877 2051290.99206 N&RIB
6993 687080.86295 2051417.71496 N&RIB 7109 686504.43667 2051317,62098 WETLANDS BIOS
6994 687120.29885 2051372.81427 WETLANDS a67 7110 686507.40474 2051333.94651 WETLANDS a113
6995 587115.67995 2061428.08594 WETLANDS a6S 7111 666487.49429 2051304.33883 WETLANDS x109
6996 687104.79410 2051465.24804 WETLANDS a69 7ii2 686488:01835 2051323.92305 WETLANDS al14
j 6997 687113.71951 2051495,02447 WETLANDS a70 7113 666491.48005 2051277.33930 WETLANDS 5110
6998 687055.35798 20B016.05546 WETLANDS a71 7114 686477.60103 2051286.91813 WETLANDS Bill
6999 687025.19389 2051564.67845 WETLANDS a72 7115 686512.99784 2051284.81457 TOP DAN
7000 687008.68828 2051600.63097 WETLANDS a73 71lS 686556.60512 2051281.54756 TOP DAM
7001 687002.78080 2051638,17408 WETLANDS a74 7117 686605.72378 2051277.19544 .TOP DAM
7002 667136.69106 2051407.57828 BANK S'wlde 7116 686654.55836 2051272.54039 TOP DAM
7003 687140.20223 2051415.00!13 BANK B'Wide 7119 666703.73568 2051268.14043 TOP DAM
7004 687154.97295 2061426.67312 BANK 8'wide 7120 686751.41926 2051261.89735 TOP DAM
7005 667163,71951.2051445.64502 BANK B'wide 7121 686770,98007 2051260.37713 ?OP DAM
7006 687149.73955 2051455.67562 BANK 7'wide 7122 686875.37565 2050851.80608 N&RIB
7007 687123.546!9 2051490.56481 BANK 7'wide 7123 686993,77013 2050648.26645&RIS
7008 687105.72937 2051501.31004 BANK 8-Ch 7124 686636.48745 2051351.99656
7009 687078.84876 2051506.31734 BANK 10'Wide 7125 686648,50017 2051330.33902
7010 687055.63401 205017,01341 BANK 10'wide 7126 686596.40515 2051327.22584
7011 687046.16629 2051539.67967 BANK 10'wide 7127 686536.29266 2051336.34055
7128 686505.29307 2051323.40657.
7129 686485.53771 2051304.99009
7130 686484.42967 2051283.34573
7131 686948.40943 2051722.11521 WETLANDS a79
THIS CERTIFIES THAT THIS COPY OF THIS PLAT IDENTIFIES AS WATERS OF
THE U.S. OR WETLANDS ALL AREAS OF WATERS OF THE U.S.., INCLUDING
WETLANDS, REGULATED PURSUANT TO SECTION 404 OF TH LEANS,,, THE PURPOSE OF THIS MAP IS TO SHOW
WATER ACT AS DETERMINED BY THE UNDERSIGNED ON. wo THE DELINEATION OF WETLANDS ON THE
UNLESS THERE IS A CHANGE IN LAW OR OUR PURL BirNb; PROPERTY SHOWN. HEREON.. THIS IS NOT
THIS DETERMINATION OF SECTION 404 JURI50IC I E
A BOUNDARY SURVEY AND DOES NOT MEET
UPON FOR A PERIOD NOT TO EXCEED FIVE YEA F E•
DETERMINATION WAS MADE UTILIZING THE 198 0 THE MINIMUM STANDARDS FOR LAND SURVEYS
WETLANDS DELINEATION MANUAL.
IN NORTH CAROLINA AS SET FORTH IN
BO
NCOS UN 47-30.
BOUN
DARY INFORMATION WAS TAKEN FROM
MAPS AND DEEDS BY OTHERS.-
NAME:
NO TI
TLE SEARCHWAS PERFORMED FOR THIS
TITLE: 9 4t( SURVEY. OTHER INSTRUMENTS OF RECORD MAY AFFECT THIS PROPERTY.
DATE: ID- _QS"
ko
. 4 104 SHEET J O a
SURYEYED BY
B BASS, NIXON & KE NC , WETLAND DELI
A ! IoW FOR
DRAWN BY
CONSULTING ENGINEERS
PROPOSED
N 6310 CHAPEL HILL jROAQ PDL
SUITE 250 CHECKED BY HOLLY SPRINGS APARTMENTS
RALEIGH
NORTH CAROLINA 27607 f3=
- - DATE
Nfll I Y qP[]TPIf;Q WAtIr rn nl r•

1 1 N.C. HIGHWAY.55 BY--PASS
N=686297.93 1 1
E-2050744.70 ,
1 1 Man
1 1
1.91
1 1 -2050698.96
MORN
1 1
TOTAL WETLAND 1 1
AREA = 6.30 ACRES 1 0 1
1 1
(THREE SHEET TOTAL) 1 rt1 1 .
`~~~uunnn~,,~~ 1 N 1
CAt?
1
V, IS
SEALS 1 1
=686639. 5
L-2909 N=686393.12 1 O 1 E-2050835.78
E=2050996.94 p 1
1 SUR
ti<~ P 1 11 ~~T
'',~'";p0J
1
N=686434.9 1 N 1 ~ 00 (AA
E-2051104,50 1
M 1 \ ato
1 Gi
' .l1 ~ol~o ~ 1 H 1
1 2 N=88675 5 0' W 0.
ri
1 r 1 E-2050949.67 r d a
O
oo
1 ~ 1 N4' ~ ' 0) D
1 m 1 ~ Lo
1 1 omo
7130 N 1 F. L. 6 E. B. ARNOLD p,
7114 7 13 11 1 D . B . 4904 PG. 350 a m :5e
12 i29 7115 4,* 1 0 1 B . Q . M . 1986 PG. 2158 = p a
PIN: 0658067987
N-686471.33 1711109 711 1 1
E-2051331,53
117 1 1
7134 7 7103
7110 3 '
7127 7099 7091 7 1 3 1 N-6869 2. 1
7107 25 71 i9 1 9 1 E-205 1 0.40
710 7090
7126 7087 7120 1 1
7100 712 7 !21
702 709 1 1 N-687180.78
8
7073 7106 7 4~' 1 1 E*20510 i.i8
r
7106 WETLANDS. 70 5 1 1^ - E . B . ARNOLD & SHARON GALE ul N
Z
7osa t 7os5 1 D . B . 4406 PG. 720 S -A Cn
7074 1 1 PIN: 0658162629
097 7093
7072 7092 70e3 1 1 B . 0 . M . 1984 PG 268 m--1
; 1 1 1a" fir,, N
f 7076 1 1 6960 965 4863
X7133 7082
075
7081y'~ WETLANDS 6984 6961 95
r 70e0 WETLANDS
7079 1 1 5986
078 1 1 6973 .687 5E .28
7077 7070 1 6988 N-687297.1 U fi972 E=2051173.22
7132 1 1 9 E-2051210,96 6 70
1 697 6976
f 1 6992 69
059 1 7061 WETLANDS 1 1 6 9 6983 697 6 971
7060 0
7069 1 69
7057 1 7056 1 1 00 6985 N=68 308.13
7054 i 053 TOP OF BANK 1 1 6995 991 E=206 218.22
7 6 OF CHANEL -687149.28
1 0 4 E=2061394.72 TOP OF BANK
062 j 7o6i 7010 1 69961 7 0 N
OF CHANEL
N-686722.41 702 69 1 009 N=687!62 32
E-2051738,17 6999 E-2061444.17
7066 7049 020 7 14 7011 7007
006 700
7050 1
7 2
701'7 700 '.7013 608
7o4a 7 z 1 STAF ORD LAN COMPANY, INC.
Q ! 7047 0 7016 1 N-687093. 6 B . 0 . 1998 1483 14114
7050 ..,I 7046 7025 7023 018 °687054 .3 E 051 03.62
027 8-205168 .25
7062 Z ? 77044 7032 7031 7001 1 q "~:^rpa~d:
7043 7033 7o2e THIS CERTIFIES THAT THIS COPY OF THIS PLAT IDE ~1V 1
7063 ` 7042 70307131 THE U.S. OR WETLANDS ALL AREAS OF WATERS OF TH
70 0 WETLANDS, REGULATED PURSUANT TO SECTION 404 0 L ,N
7064 035 WATER ACT AS DETERMINED BY THE UNDERSIGNED ON, HI DA.
7041 7034 UNLESS THERE IS A CHANGE IN LAW OR OUR PUBLI D GU n
7037 N=686905.74 THIS DETERMINATION OF SECTION 404 JURISDICTI MA B
7065 2o6i9o9:9e UPON FOR A PERIOD NOT TO EXCEED FIVE YEARS F T S -
7066 7036 E= DETERMINATION WAS MADE UTILIZING THE 1987 CO 0. EN
7067 039 7038 WETLANDS DELINEATION MANUAL. 1
iv-v 7044
REuh Auju L
= 86869.30 NAME:
E-2051963.50 pPFSfOri ACS ~P. NOR n
JAN 2 0 2005 TITLE: e ~ I
DATE: 11 z„ S H I OF
05
oppieB 10, ttit. BURYEYED BY
E 3 BASS, NIXON & KENNEDY, INCA. WETLAND DELINEATION FOR
DRAWN BY
CONSULTING ENGINEERS PDL PROPOSED
.6310 CHAPEL HILL ROAD
SUITE 250 CHECKED BY HOLLY SPRINGS APARTMENTS
RALEIGH, NORTH CAROLINA 27607 DATE HOLLY SPRINGS, WAKE CO., N.C.
919=851-4422 FAX [phone] 1029/04

S 63'00'04•E
0 !
49 21 NOTE: WETLANDS SHOWN ON THIS PLAT WERE .DELINEATED
z~ s~ BY PROTOCOL SAMPLING SERVICES. INC:,
o.
4902
.N~ do
490 F / €
WETLANDS u~ HOLLY spRINGS RQ'
s~ SPRINGS HOLLY
R
sr
905 NiGI N~
N Q~ o r7 (o ~ r Z
oai moao 9 n
Nc
°
9Ne*1c~ N yly~,
B
v
q 'rtim tD S
N S ,
A „ er A
m to
o~ ,t. O q N SS '
h`n rn to 4Dm
9 9S SB~r F~QQ QQj
~ ~ S rte. 5
SITE
Lo 0 491
60" 00 '~C~<qG
J(9 G <<0 `;rDNN . VICINITY MAP (NTS.) ttI
CD; 6`9
H! /
0~ 'FESS%Q O917 S 25' 19 6' E
39
SEAL` = e PARKSIDE VILLAGE LLC
Z L-2909 S 67'i4'57 E
= r t a`
54.27 D B . 8024 PG. 122.
920 ss. 920 B . 0 . M . 2001 PG. 2069
i y 4•. $U~ ! S 39' 47' 11 •E
p LO~OP`~~~ 41.19 PIN: 06580803.7
WETLANDS'
I%`?~
; w
9 3 S THIS MAP DOES NOT MEET
NORTH CAROLINA MINIMUM
° ~ m ter: / r a STANDARDS FOR SURVEYING
q ° JFrN~ d/ O 1 F a s~ AND MAPPING.
6 L~
V
49
/ Q Q
y
STAFFORD LAND CO., INC.
^o
D.B. 8119 PG. 1680 9
Qz" 4
B.O.M. 1998 PG. 1395
PIN: 0658075417 93 QQ~
4 BEGIN NRB
s u co
936 4937 2 944 5 WETLANDS 90 0. Z co
a m 3 9 `~'<< 'Gl--~
bcl) "14 C6 0;
cv ui?°-~~"~ 9 49 4 Q
d
mm~ SCALE: 1 " = 100 ' 94 49595 ~ 00
948 950 N
z 0 50 Soo 4955
200 300 400 495
CD
c m Z ..0.
0
282.48 956 P N
f # S 59°01'09•W Q m
a <
c m
no 957 8
j = c 605.15
3 66 4969 (r
THIS CERTIFIES THAT THIS COPY OF THIS PLAT IDENTIFIES AS WATERS OF
m~ r66,33•W X
z THE U.S. OR WETLANDS ALL AREAS OF WATERS OF THE U.S., INCLUDING LL LL WETLANDS, REGULATED PURSUANT TO SECTION 404 OF THE CLEAN ~ O
WATER ACT AS DETERMINED BY THE UNDERSIGNED ON THIS DATE. 960
a4 UNLESS THERE IS A CHANGE IN LAW OR OUR PUBLISHED REG NS, HAROLD L . PAGE
U7m
v`", THIS DETERMINATION OF SECTION 404 JURISDICTION M,. 9 u? 'COD
co 'UPON FOR A PERIOD NOT TO EXCEED FIVE YEARS FRO,(p~ € D . B . 3589 PG.-409
m^ DETERMINATION WAS MADE UTILIZING THE 1987 CO ' tGTEE'li PIN: 0658075181 4862 a
z WETLANDS DELINEATION MANUAL.
m
o
: E: / " ` ~e y ~p"} 96 p
mo^ NAM
. Y N
: ~.S? ~ e le. . Q
p .~y u
m° TITLE 14c roT OF J
S 43 03'43'E 964 N
z DATE: C7v / 65.91 m 969
7044 S 40' 46' 61"W 20
5~Z
S 6212(i,30 W 271.44 18.28 S~ 232 W
1 S AO' SA. 49 ti9-~
.W CN ~ZN 1
6960
•
[3 SURVEYED BY
BASS, NIXON & KENNEDY, INC_, WETLAND DELINEATION FOR
CONSULTING ENGINEERS P DROBY
L PROPOSED
N531.0 CHAPEL HILL ROAD .
SUITE 250 °"EOKED BY HOLLY SPRINGS APARTMENTS
RALEIGH, NORTH ;CAROLINA 27607 DATE HOLLY SPRINGS, WAKE CO. N.C..
919-851-4422 FAX [phone] 10/29/04 '

,`~`,tUtlltl llr/pr~T
N CA~o 51.
04
SEAL 7012 687025.80306 2051561..93992 BANK iO'Wide
L-2909 r 7013 687025.16692 2051582.67462 BANK 10'wide
7014 687010.98060 2051593.29876 BANK 10-wide
~`ti-9 04 : 7015 686969.45061 2051617.39290 N&RIB
7016 687000.04709 2051618.74010 BANK 10'wide
~~'A ''•d SUK~ 4901 688042.00352 2049879.44387 7017 686970.27225 2051642.89927 WETLANDS 875
~'4
4902 688031.27i8B 2049900.8022 WETLANDS al 7018 687004.57851 2051633.52328 BANK 10-Wide
903 688014.00258 2049917.31217 WETLANDS a2 7019 687003.36508 2051638.88737 BANK iO'Wide
1117p/11111111 4904 687987;96818 2049935.28045 WETLANDS a3 7020 686993.63397 2051634.18412 BANK 10'wide
4905 687991.11789 2049952.48455 WETLANDS a4 7021 586980.20391 2051634.13722 BANK 10'wide
4906 687994.05456 2049973.90965 WETLANDS a5 7022 686967.94691 2051648.00058 BANK 10'wide
4907 587992.66360 2049996.61800 WETLANDS a6 7023 686972.70529 2051659.11535 BANK 10'wide
4908 687994.28444 2060023.31310 WETLANDS a7 7024 685972.70568 2051659.12034 WETLANDS a76
4909 688000.83441 2050036,64533 WETLANDS aB 7025 686961.67816 2051695.18326 WETLANDS a77
4910 687998.70818 2050053.88569 WETLANDS a9 7026 686961.71274 2051694.90544 BANK 13'wide
4911 687976.71435 2050087.63842 WETLANDS aiO 7027 686960.95496 2051711.907.44 BANK 15-wide
4912 687959.18850 2050122.11125 WETLANDS all 7028 686960.90854 2051711.86220 WETLANDS a7B
4913 587955.94116 2050140.66574 WETLANDS a12 7029 685868.56205 2051763.81800 N&RIB
4914 587939.48766 2050192.52232 WETLANDS 813 7030 686925.59300 2051745.96438 WETLANDS a80
4915 687907.78405 2050242.39737 WETLANDS a14 7031 686925.62188 2051739.94907 BANK 15'Wide
4916 687882.19666 2080269.54640 WETLANDS a15 7032 686912.83033 2051769.87855 BANK 14'Wide
4917 687839.19734 2050277.31671 WETLANDS ai6 7033 686912.76449 2051769.66099 WETLANDS a8i
4918 587820.78607 2050278.11787 WETLANDS a17 7034 686900.69010 2051788.15385 WETLANDS a82
4919 687796.05735 2050287.31211 WETLANDS aiS 7035 686900.64790 2051788.17451 BANK 15'wide
4920 687767.54790 2050302.90529 WETLANDS Big 7035 586889.40276 2051807.44082 WETLANDS a83
4921 687743.32260-2050311.38851 N&RIB 7037 686889.28032 2051807:33305 BANK 18'Wide
4922 687740.36898 2050315.73933 WETLANDS-a20 7038 686890.12117 2051827.86857 BANK 10'wide
4923 687717.65083 2050341.70346 WETLANDS a21 7039 686891.13183 2051830.38300 WETLANDS a84
4924 687688.75774 2050332.09810 WETLANDS a22 7040 686676.50124 2051841.17557 BANK int.
4925 687583.49713 2050389.90301 N018 7041 686876.50073 2051841.17162 WETLANDS a85
4926 687620.58157 2050383.09662 WETLANDS a23 7042 686852.89230 2051831.30708 BANK a85-
4927 687590.57693 2060988.70190 WETLANDS a24 7043 686851.84438 2051836.06843 BANK 8-Wide
4928 687575.78581 2050434.70276 WETLANDS a25 7044 686822,35263 2051816.80638 WETLANDS a87
4929 687560.19437 2050419.12072 N&RIB 7045 666822.34602 2051816.81396 BANK 13'wi.de
4930 687632.92969 2060432,29274 WETLANDS a26 7046 686807.67781 2051768.37003 WETLANDS a8B
4931 687514.90434 2050455.25495 WETLANDS a27 7047 686802.69173 2051768.74281 BANK B'wlda
4932 687455.65441 2060479.02460 N&RIB 7048 686783.67946 2051747.68966 BANK 6'wide
4933 687467.20446 2050468,10519 WETLANDS 828 7049 686778.32957 2051725.70169 BANK 4'Wide
4934 687438.91777 2050453.24042 WETLANDS a29 7060 68677@.32956 2051725.70169 WETLANDS 889
4935 687438.97070 2050488.31831 WETLANDS a30 7051 686767.66192 2051685.06004 WETLANDS a90
4936 687455.60161 2060532.52616 WETLANDS a31 7052 686765.96972 2058684.90061 BANK 3-wide
4937 68748B.60358 .2050556.36112 WETLANDS a32 7053 586781.49653 2051650.28975 WETLANDS a9i
4938 687477.47963 2050590.78358 WETLANDS a33 7054 686765.40686 2051655.09650 BANK 4-wide
4939 687474.76628 2050603.19068 WETLANDS a35 7055 686740.39741 2051745.71805 WETLANDS a127
4940 687345.13314 2050634.99979 N&RIB 7056 686744.53850 2051621.53825 WETLANDS a92
4941 687433.77214 2050577.14052 WETLANDS a34 7057 686742.27712 2051623,50960 BANK 4'Wide
4942 687503.05006 2050507.18819 WETLANDS 836 7058 686772 0698
9 2051809.68658 WETLANDS 1128
4943 687473.71390 2050633.16978 WETLANDS a38 7059 685733.73347 2051801.85578 BANK 4'wide
4944 687518.79990 2050636.32606 WETLANDS a37 7060 686746.70737 2051590.82947 WETLANDS a93
4945 687523.72728 2050660.71046 WETLANDS a39 7061 686761.56026 2051563.01579 WETLANDS a94
4946 687484.66975 2050667.78745 WETLANDS 840 7062 686777.96920 2051832.42111 WETLANDS x129
4947 687464.21814 2050691.43203 WETLANDS 141 7063 686799.03229 2051843.98225 WETLANDS a130
4948 687410.85821 2050662.22272 WETLANDS a42 7064 686835.57136 2051846.91546 WETLANDS al31
4949 687469.40704 2050714.07494 WETLANDS a43 7065 686841.14590 2051864.87293 WETLANDS aiS2
4950 687458.31311 2050743.23522 WETLANDS a44 7066 686851.52155 2051884.66663 WETLANDS a133
4951 687496.49807 2050782.11804 WETLANDS 845 7067 686873,49274 2051896.25524 WETLANDS a134 and
4952 687455.18298 2050804 ..51127 N&RI8 706@ 686725.52794 2051697.30725 WETLANDS 8126
4953 687524.02011 2050790,76686 WETLANDS a46 7069 686707.24073 2051648.26517 WETLANDS x125
4954 587521.98935 2050806.45338 WETLANDS a47 7070 686742.39281 2051548.75291 WETLANDS a95
4955 687484.17573 2050624.00411 WETLANDS a4B 7071 686751.97398 2051572.17273 N&RIB
4956 687449.77142 2050840.17249 WETLANDS a49 7072 686629.61447 2051486.42298 WETLANDS 6122
4957 687443,73346 2050891.25531 WETLANDS a50 7073 686566.25260 2051443.86172 WETLANDS a120
4958 687472.99507 2050932.48111 WETLANDS a52 7074 686566.52021 2051463.29128 WETLANDS a12i
4959 .687484.24534 2050960.55628 WETLANDS a53 7075 586717.49352 2051497.44819 WETLANOS a96
4960 687418.07685 2050965.23253 WETLANDS a54 7076 586708.07584 2051448.02995 WETLANDS a97
4961 687404.97030 2051010.33030 WETLANDS a55 7077 686718.69458 2051562.60990 BANK 3'Wide
4962 687403.45343 2051046.11341 WETLANDS a56 7078 686725,85597 2051553.52313 BANK 3'wide
4963 687357.36698 2051070.55267 WETLANDS a57 7079 686727.64617 2051542.17198 BANK 3'wide
4964 687329.43072 2051110.83182 WETLANDS a58 7080 686713.99683 2051524.99387 BANK 3'Wide
4965 687296.58985 2051120.13718 WETLANDS a58 7081 686711.69191 2051505.54530 BANK 5'wide
6966 687358.30534 2051165.85439 N&RIB 7082 686710.49000 2051479.05988 BANK 5'Wide
6967 687184.18869 2050926.40798 N&RIB 7de3 686710.55302 2051426.67976 WETLANDS a98
6968 687 04.19550 2050926.41978 N&RIB 7084 686705.79934 2051359.86163 N&RIB
6969 687358.02966-2051172.97894 BANK B'wide 7085 686678.88232 2051373.76029 WETLANDS a99
6970 687350.16533 2051174.49217 BANK 8'wide 7086 666675.35619 2051326.40854 WETLANDS a100
6971 687328.95291 2051195.76908 BANK 6'wide 7087 686661.57667 2051295.07329 WETLANDS a101
6972 687319.51115 2055199.38030 BANK 6'wide 7088 686650.47978 2051302.55418 WETLANDS al02
6973 687313.15215 2051214.54564 BANK 6'wide 7089 686642.09262 2051315.16931 WETLANDS al03
6974 687299.83519 2051221.00116 BANK 5'Wide 7090 686624.65214 2051323.57726 WETLANDS 8104
6975 587281.08836 2051234.65796 BANK 5'wide 7091 686603.67612 2051321.10875 WETLANDS a105
! 6976 687261.89354 2051253.64209 BANK 5'wide 7092 686683.89590 2051435.35595 BANK 4'Wide
6977 687241.94490 2051256.83368 BANK 5'wide 7093 686675.55817 2051420.75966 BANK 4'wide
6978 687223.72403 2051278.08480 BANK G'Wide 7094 686657.59529 2051421.45024 BANK 4'wide
6979 687227.59051 2051291.81236 BANK 7'wide 7095 686643.38351 2051403.39442 BANK 3'wide
6980 687252,49057 2051141.04108 WETLANDS 860 7096 586530.29413 2051425.87319 N&RIB
6981 687232.78522 2051191.90894 WETLANDS a61 7097 686658.43399 2051421.21260 BANK 3'wide
6982 687260.49264 2051249.71286 N&RIB 7098 686642.35158 2051394.24228 BANK 3'Wide
6983 687200.38104 2061322.10391. BANK 7'wide 7099 686570.89024 2051926.17061 WETLANDS ai06
6984 687191.37450 2051212.06745 WETLANDS a62 7100 686607.73239 205133762894 WETLANDS a116
6985 687186.48663 2051330.46665 BANK 7'wide 7101 686591.65308 2051333.61006 WETLANDS a115
6986 687575.39019 2051244.31136 WETLANDS a63 7102 686603.63396 2051368.99536 WETLANDS a117
6987 687112.22139 2051264.82149 N&RIB 7103 686537.08222 2051331:40697 WETLANDS a107
6988 687161.47582 2051291.60041. WETLANDS a64 7104 686612.13217 2051394.38985 WETLANDS 8118
6989 687148.09128 2051318.63791 WETLANDS a65 7105 686579.33959 2051406.42315 WETLANDS ai19
6990 687163.64442 2051357.53937 BANK S'wide 7106 686556.60333 2051442196677 WETLANDS a120
6991 687168.24527 2051374.95958. BANK 9'wide 7107 686536.62247 2051340.21617 WETLANDS a114
5992 68713.1.91699 2081344.14086 WETLANDS a56 7108 666493.95877 2051290,99205 N&RIB
6993 687080.86296 2051417.71496 N&RIB 7109 686504.43667 2051317,62098 WETLANDS 8106
6994 687120.29885 2051372.81427 WETLANDS a67 7110 686507.40474 2051333.94551 WETLANDS a113
6995 587115.67995 2051428.08594 WETLANDS a6S 7111 686487.49429 2051304.33883 WETLANUS a109
6996 687104.79410 2051465.24804 WETLANDS a69 7112 686488:01835 2051323.92305 WETLANDS a114
j 6997 687113.71951 2051495.02447 WETLANDS 670 7113 686491.48005 2051277.33930 WETLANDS al10
6998 687055.35798 2061516.06546 WETLANDS a71 7114 686477.60103 2051286.91813 WETLANDS Bill
6999 687025.19389 2051564.67845 WETLANDS a72 7115 686512.99784 2051284.81457 TOP DAM
7000 687008.68828 2051600.63097 WETLANDS a73 7116 666556.60512 2051281.54756 TOP DAM
7001 687002.78080 206i638,1740B WETLANDS a74 7117 685605.72378 2451277.19544 .TOP DAM
7002 687136.69106 2051407.57828 BANK B'wide 7118 686554,55835 2051272.54039 TOP DAM
7003 687140.20223 2051415.00113 BANK 8'wide 7119 666703.73568 2051268.14043 TOP DAM
7004 687154.97295 2051426.67312 BANK 8'Wide 7120 686751.41926 2051261.89735 TOP DAM
7005 687163.71951.2051445.64502 BANK B'wide 7121 686770.96007 2051260.37713 TOP DAM
7006 687149.73965 2051455.67562 BANK 7'Wide 7122 686875.37665 2050851.80608 N&RIB
7007 687123.54619 2051490.56481 BANK 7'wide 7123 586993,77013 2050648.25648&RIB
7008 667105.72937 2051501.31004 BANK 8'Ch 7124 686636.48745 2051351.99866
7009 687078.84876 2051506.31734 BANK 10'Wide 7125 686648.50017 2051330.33902
7010 687055.63401 2051517.01341 BANK 10'wide 7126 686596.40515 2051327.22584
7011 687046.16629 2051539.67967 BANK 10'wide 7127 686535.29266 2051336.34055
7128 685505.29307 2051323.40657
7129 585485.53771 2051304.99009
7130 686484.42967 2051283.34573
7131 686948.40943 2051722.ii521 WETLANDS 879
THIS CERTIFIES THAT THIS COPY OF THIS PLAT IDENTIFIES AS WATERS OF
THE U.S. OR WETLANDS ALL AREAS OF WATERS OF THE U.S.., INCLUDING
WETLANDS, REGULATED PURSUANT TO SECTION 404 OF TH. EEAk,, THE PURPOSE OF THIS MAP IS TO SHOW
WATER ACT AS DETERMINED BY THE UNDERSIGNED ON THE DELINEATION OF WETLANDS ON THE
UNLESS THERE IS A CHANGE IN LAW OR OUR PUBL gO~71b; PROPERTY SHOWN. HEREON.. THIS IS NOT
THIS DETERMINATION OF SECTION 404 JURISOIC IE A BOUNDARY SURVEY AND DOES NOT MEET
UPON FOR A PERIOD NOT-TO EXCEED FIVE YEA ~ on ' THE MINIMUM STANDARDS FOR LAND SURVEYS
DETERMINATION WAS MADE UTILIZING THE 198 Q~
WETLANDS DELINEATION MANUAL. IN NORTH CAROLINA AS SET FORTH IN
ay NCGS 47=.30.
,n n BOUNDARY INFORMATION WAS TAKEN FROM
NAME: MAPS AND DEEDS BY OTHERS.
7 NO TITLE SEARCH'.WAS PERFORMED FOR THIS
TITLE: yls' SJ S 4:c jU F . SURVEY. OTHER INSTRUMENTS OF RECORD
DATE: !1 /D- r°~ MAY AFFECT THIS PROPERTY.
a~~5c3! 7044 SHEET 3
OF 3 ;
` SURVEYED BY
BASS, NIXON KE NC .
B WETLAND DELINEATION
FOR ~
CONSULTING ENGINEERS °R""" BY2
6310 CHAPEL HILL ROAD FOL PROPOSED
{
SUITE 250 CHECKED BY HOLLY SPRINGS. APARTMENTS
RALEIGH, NORTH CAROLINA 27607
_ GATE

Y - x D sx rx 1 l _ _ / Ex DAS_ x IT
ZONING CONDITIONS :4404-REZ-06 PLANNING BOARD RECOMMENDATION : 4104-REZ-06
w }J r
1. NO WAIVERS WILL BE REQUESTED FOR THE USE i. NO WAIVERS WILL BE REQUESTED FOR THE USE
OF ALUMINUM OR VINYL SIDING. OF ALUMINUM OR VINYL SIDING.
2. ALL BUILDINGS. INCLUDING COMMUNITY BUILDING, 2. ALL BUILDINGS, INCLUDING COMMUNITY BUILDING, x y ow
S SHALL BE CONSTRUCTED USING ALL FIVE (5) OF THE SHALL BE CONSTRUCTED USING ALL FIVE (5) OF THE
DESIGN AND APPEARANCE REQUIREMENTS. ONLY FOUR (4) DESIGN AND APPEARANCE REQUIREMENTS. ONLY FOUR (4) s D , j r s.3,
ARE REQUIRED, Da wHFtE - a
ARE REQUIRED.
3. SHARED ACCESS ALONG THE SOUTHERN PROPERTY LINE
SHALL BE PROVIDED FOR ADJACENT PROPERTY OWNERS.
y y le wX / ~ ' /
wN AS Tf
:3 -9
Q
-.77: MA

y
ONCx r ZWz

-
%
jt//

2
- i -
F sa wv YZ a I~ai
IV. C. IGHW`'\ 55 E~Y-PASS
` .r
r'^
_ r-
v
~V y1 ~f xf
~ I' xe .L.-, I \ Ur~ Ex SalD wxl,F
I _
- -
P Wil I,,,Y ~ e Z < O
x.5 YN
O_
_ -WYY W-W'
-lY
i -jY Yt-m'k~~W =r-W
k z
8. dD.W ROBINSON I ' ._W W` ,y :.••R. \~`~''f? `axc i I (~zoz
Ono
1 D.O. .B 4920 PC 5
B. 1 I y~~\\\;~\ (16
o ;
M. 1991 PC 543 \ _ r av. =.,•....,•w\ '°'.y4~..•. e ,,sK. <0
PIN: 0658065851 r \ ; --'!t•-~y~..,,,,,,~~ 1\\`' WV
m
,
r
a

1 ZONING :ILO AL\BUSI(4ES 1481 / \ ___Z
LOCAL`WSINESS ILB} at°
3NING
40
r
1 I 1 '4:UNflE~CE1t~MEROfAL.
-
/ -
I III 3'. '1 - - - _~t/7_/- p .~pay •
-_-_--L`1, I '11 1 Nm ,.r^'° 1\ \ FpDyiylg 6F.'~C_ e•`
2 1 yomf 1\ _ t - 1 n.M: ugrs' _ _ _ _ _'~o•:_ i \ I EX PP °
k S •p ',I.W 1' T 1__Y_ YO\~_ FyI• cC1:,?:•A-.: sa-•~~- ~ '
F 1 aieDm F^ -15x` Day m, _ \~f ..4x350''_- ' - - - t - - q / °
c
y 1 ~c`so i FBI " nFRONT BtlkeNl6`
i
e NOp ; _ _ --sEIBACX
.II^Z„OOIING Ft-MF-15CU 1 •r--;a
~ V SITE DATA
MULTI-FAMILY AREA : 13.98 ACRES
a a
e %
P LOCAL BUSINESS AREA : 4.94 ACRES a J
1 \
ZONING LB & F1-MF-16W ° a
11 -
PIN A Portion of 065&-07-5181 0
a / T
0658-07-5417 \ ° o
aen\~,~ 0658-07-1808 a y w ti
}
1 " re • ~ _ J-_.,_.•- PROPOSED USE Apartments
_ ~ o
1 I a 11 TOTAL MULI-FAMILY UNITS : 156 Units
° . - - ' ' ' ,9, ' 7,% -rte / DENSITY: n.1 units/Ac °z ~
0 g
SETBACKS : FRONT - 3 m
IT e 21 8..,316 h~ ' ~ - SIDE I Ac - i n
I I ' / REAR - so
F PF.INL. & E.B. ARNOLD 1 1! / / - \ cx` c~ ,`L%"_,~•.~"~ - - / \ INTERIOR YARD : Min.Required Front& Rear= 17.8'
"
D. B, 3263 PG. 6 % sD°'F:=< / - rt. Min.Requlred Side - 13.6' Z
84 PG ~ J .F
B.O.M. 19. 268
II 'k~ ' a sa oae ~sylwp• ¢~0 PARKING REQUIRED 48-1 Bdrm.Units @ 15 Spp.Ea.= 72 Spaces
oo(I : 0658069974 Space e,nl•8.r 102-2 Bdrm. Units @ 2 Sp. 204 Sces O
' / Q$ 6 - 38drm. Units @ 3 Sp. Ea.= 113 Spaces
r01"~`y jQNING R-MF16C Guest Parking- @ 5% Total = 16 Spaces
Club House @ 10 Sp. per 1,000 SF Poole 8 Spaces
1nra ~,ei4'4 N04-IIEZ-p6 Total Required Parking Spaces = 318 Spaces F
fff / `d ~J ® PARKING PROVIDED : 318 Spaces LU of
PARKING REQUIRED
RKING PROVIDED Spaces Q Spaces
HAN ICCAP ED PA
16 Std.& 3 Van Access) Q H
DEVELOPED RECREATIONAL OPEN SPACE : Required & Provided Z
\ ff ` i E~ a N z A.
\ - f q ZP f (20% of Total Area) = 110,555 S.F. i7
3 1 41 FH kay,. 0GG10 W 0
F ail - xae ro LU cc 0 z
J /
U.
= 0
d _ l / z
E.B. ARNOLD d SHARON GALE \ I~\~ ' y" , / /4 z V
D.B. 4406 PG. 720 `c• s..% _ !y' z
= PIN: 0658162629 co
~ Z ? O
B.O.M. 1984 PG. 268 1
h y.._ Ex SS^ wn -s w
_ ,gyp c S In
- .r', -1 \ S~y~55~r Ia1. S5TItoy $e LSi,e_SS~~.SS-SS-~.55_~_ ~•`~{~wi0~~4' F O O
vetlaMR' II ,,1' S ARA 13RIDGERS HEIRS I-
O.B 164 PC. 204 Er1 -21072 Jam: z O
PIN: 0658087066 3 z
F FROR 0900 ON®®IifOffi9® Developer Engineer
Base, Nixon and Kennedy, Inc. y4HH ~I
\ Boylan Development Company +«N~ z
% 410 N.Boylan Avenue 10405E Ligon Mill Road w42 PH SE 1 -A, ZONO ® rA-10 Raleigh. NC 27603 Wake Forest, NC 21587 Of
\ Telephone : [phone] Telephone : 919
THIS LINE AP O MATES TH -85'IrW22 p F r a G
/ 7 \ Fax :[phone] Fax :[phone] IN rFF'
% N
/ CENTERLINE OF REEK. 8 Corltaet: Tyler Morris Contact: Harry Mitchell, P.E. `Gy oD ao Y,D
= 0
CENTERLINE OF EER IS
1 pRlIPLg TV I -C
Q

1 1 ^

1 1 N. C. HIGHWAY 55 BY-PASS
N-686297,93 1 1
E-2050744.70
1 1 Now
1 1
-68 54!.91
1 1 2050698.96
1 1
TOTAL WETLAND 1 1
tJ1
AREA = 6.30 ACRES, 1
1 O 1.
(THREE SHEET TOTAL) 1 ~f1 1
`,,```\A C+AI~~p'o 1 m 11
=p x'0SS/pti~• 1 Cy 1
-r~ •-1
SEAL 1
'fl -686639. 6
1 O 1 E-2050835.78
L-2909 N-686393.12
E=2050996.94 1
o'9iy
1 ~ 1
N-6B6434. 9 2 0
/ E-2061104.60. ~~~a D
1 Ln 1
,C/~o~ f o b 1 M 1
-off ~9 w ~ ~
1 O 1 N-68675 AS CD m
Z 1 E-205094 9.07 (f Q CO Lo
No<0 aao.
C7) m
M Lo
o.
1 om
7130 11 11 F L. 6 E . B . ARNOLD p , ,
7114 7113 1 r 1 D. B. 4904 PG. 350 a m
7126 r. B . 0 . M . 1986 PG. 2158 = q CL
52 7111 7115 +r~• 1 p 1 PIN: 0658067987
N-686471,33 7109 711
E-2051331,53 7428 117
1 1
743 \ 710
410 7127 7099 7091 7 1 1 - 869 2. 1
7 7 25 7419 1 9 1 -20 0. 0
710 7090 •9
7126 7087 7120 1 1
7100 t 71 7 88 121 1 1 N-687180 78
7102 7089 1 E~20650 4.18
7073 406 7 0 85 1 1
7106 0 5
WETLANDS. 1 - - E . B . ARNOLD & SHARON GALE
7094 70 D . B . 4406 PG. 720 S
7074 os7 1 1 PIN: 0658162629
7072 092 70 3 1 1 S . 0 . M . 1984 PG. 268 N
7062
1133 7082 I 7076 1 11 980 075 965 9-
1
70-81~,~ WETLANDS 698 69 1 WETLANDS 9
7079 1 7080 1 1 986 6973
-687 5E.28
7078 1 - 87 9 0 6972 E-2051173.22
7132 7077 7070 1 E-2051210,96 6 70
9 69 8977 6 76 69
7059 i! 7061 WETLANDS 1 11 9 6992 0 6983 97 69 4 71
7069 7060 1 1 69
7057 r 7056 1 700 ' 6 85 N-68 08. 3
054 053 TOP OF BANK 1 1 995 991 E-205 218.22
68 OF CHANEL 1 N-687149.28
;
7061 7 10 1 69 6 7 0 0 4 E-2051394.72 TOP OF BANK
0 2 69 009 OF CHANEL
N=686722.41 70 2 N-687162 32
E-2061738,17 7055 0 g 020 999 7041 1 7007 006 E70051444.17
7050 7 2 7014 6 9
704e 70z 700 .013 1 0 STAF ORD LAN COMPANY. INC.
70 0 7016 1 N-68 093. 6 B . O . 1998 1483 14Ei4
705 ~5 70 6 7025 7029 OS -687054 .3 E 051 03.62
70 7 700 E-205158 .25 1 Y~ l Er ~ .
706 7045
= 704 032 7035 ai
7043 70 3 7028 THIS CERTIFIES THAT THIS COPY OF THIS PLAT IDE Alr
7063 ` 7042 70 07131 THE U.S. OR WETLANDS ALL AREAS OF WATERS OF TH
WETLANDS, REGULATED PURSUANT TO SECTION 404 0 L ;N
7064 0 0 7035 WATER ACT AS DETERMINED BY THE UNDERSIGNED ON. HI A
7041 703 UNLESS THERE IS A CHANGE IN LAW OR OUR PUSLI D GU
7037 N-686905.74 THIS DETERMINATION OF SECTION 404 JURISDICTI MA B
7065 UPON FOR A PERIOD NOT TO EXCEED FIVE YEARS F T S
7066 7036 E-2054608:98 DETERMINATION WAS MADE UTILIZING THE 1987 CO 0. EN
hip M
WETLANDS DELINEATION MANUAL.
sp,
7067 039 7038 l `
c A -sesess.3o ~ _uF " ~VTL~ E D NAME: .day 4 --IV -2051963.50 Pf4o i'iS
J u~ Sff. ~~IiJ "
AN 2 0 2005 TITLE: P
DATE: it e-6sr
SH ~1 OF
O SUR
VEYED BY
B BASS, NIXON & KENNEDY, INC.. WETLAND DELINEATION FOR
DRAWN BY
CONSULTING ENGINEERS POL PROPOSED
'N..6310 CHAPEL HILL ROAD
SUITE 250 CHECKED BY HOLLY SPRINGS APARTMENTS
RALEIGH, NORTH CAROLINA 27607 DATE HOLLY SPRINGS, WAKE CO., N.C.
919-851-4422 FAX [phone] 10/29/04

S 63'00'04%
to
i : •~2 ~a 4e.21
NOTE: WETLANDS SHOWN ON THIS PLAT WERE DELINEATED
BY PROTOCOL SAMPLING SERVICES, INC:. ,
o.
4 2 `9c9 "m.
49 F /
WETLANDS cn HOLI.Y SPRINGS Rp
SPRINGS VioLl Y
N~
D tP • Z :
N~ °m°
m' m rn v° 9 c c~
+n 4 ra.u w N y~y
N
• N~ 9y A
ma°,~ A9 m ss
° Q Q~'
v cT ~T B ~~PQ
OR 0
x O~~ 9~ P~~ SITE
0* 0
1 a~N >1 VICINITY MAP (NTS)
c 1c~~ < N
3 O •
T! ~ ~Q 9 .N° N~•
U ,a~untttt~?,, ~9
Q• ~,,.,.,,»,,,,,..y 4i S 25.43'36'E
so
90 39.18
`]j+QP ti
ca = SEAL.~~ - PARKSIDE VILLAGE LLC
S 67@14'57'E
-2909 54.27 D. B. 8024 PG. 122.
all
,~9!Lp ~o ss~ 1 9 0 B . O . M . 2001 PG. 2069
'w•,,SUF2V„,.. V`~~ c~ S 39047'11"E
F
41.i9 PIN: 0658080357
L O~ 0 9
~ n 6-N P ~ WETLANDS
Z, (0 9 3 S THIS AP DOES 'NO
M T MEET
cP ca NORTH CAROLINA MINIMUM
o o v l < STANDARDS FOR SURVEYING
~7'° b m~ / (~//O 1F a AND MAPPING.
N wJ
6 //y'•
2 C~ o~^
/ OQ
STAFFORD LAND CO., INC.
D.B. 8119 PG. 1680
B.O.M. 1996 PG. 139.5 gQti
PIN: 0658075417 9 BEGIN NRB
i s .
36 49 WETLANDS z m
I•
3
rn~mJOio Ca
:.N tl Y ip ~ 9
a u ~t-m 9
m z 463 14 Qco
m SCALE: 1 100 95 v O<
M m 948 950 N
m 0 50 100 200 300 400 9 i 49 5 0
z c l..
282.48 4956 c N Q
< 00
5 69° 01' 09 W to
i x
o n b7
605.15 4 9
o S 66056.
m
THIS CERTIFIES THAT THIS COPY OF THIS PLAT IDENTIFIES AS WATERS OF 93 W LL
z THE U.S. OR WETLANDS ALL AREAS OF WATERS OF THE U.S., INCLUDING LL
WETLANDS, REGULATED PURSUANT TO SECTION 404 OF THE CLEAN Q
• WATER ACT AS DETERMINED BY THE UNDERSIGNED ON THIS DATE. 950 ,
N4 UNLESS THERE IS A CHANGE IN LAW OR OUR PUBLISHED REG, NS, HAROLD L. PAGE
UPON FOREAMPERIODNNOT TOSECEXTION M. 0. B. 3589 PG.-409 s
1 ' PIN: 0658075181
z^ WETLANDSADELINEATIONDMANUALIZING THE 1987 CO 462
on NAME: ce p.,.„. $
~Q TITLE: sl ar e T 2 OF 3
m~ C' S 43003'43'E 964"
z DATE: m
6.91 969
7044 S 40.46'63°W ~C~ ` Zp 6 1
--%A
18.28 2 5A, ~y '
S 62.26 30 W 271.44 49
j
697
A0
5 N
w CN L~ 1
96 `
s
SURVEYED BY
BASS, NIXON & KENNEDY, INC, WETLAND DELINEATION FOR
CONSULTING ENGINEERS P OROBY
L PROPOSED
6310 CHAPEL HILL ROAD
SUITE 250 CHECKED BY HOLLY SPRINGS APARTMENTS
RALEIGH, NORTH ;CAROLINA 27607 DATE HOLLY SPRINGS, WAKE CO., N.C.
919-851-4422 FAX [phone] 10/29/04
' r.. .....ter. . - _ -

``,~~qtt 111111 r lgll7

Q ~
SEAL 7012 687025.80306 2051561..93992 BANK 10'Wdde
7013 687025.16692 2051582.-6742 BANK 10'Wide
L_2909 7
014 687010.98060 2051593.29875 BANK 10'wide
7016 686969.4506i 2051617.39290 N&RIB
7016 687000.04709 2051618.74010 BANK 10'wide
7017 686970.
88737 BANK iO' 4902 688031.27188 2049900.81722 WETLANDS 81 7016 587004.57851 2051533.62328 BANK 10'wlde
UQ 44901 680042.00352 903 688014.00258 2049917.31217 WETLANDS 82 7019 687003.87225 2051642.80927 WETLANDS a75 650 2051638
Wide
04111111111111t4904 687987.96818 2049935.28045 WETLANDS a3 7020 686993.63397 2051634.18412 BANK i0'Wide
4905 687991.11789 2049952.48455 WETLANDS a4 7021 666980.20391205.1634.13722 BANK i0'wide
,,tt 4906 687994.05456 2049973.90965 WETLANDS a5 7022 686967.94691 2051648.00058 BANK 10'wide
4907 687992.66360 2049996.61800 WETLANDS a6 7023 686972.70528 2051659.11535 BANK 10'wide
4908 687994.28444 2050023.31310 WETLANDS a7 7024 686972.70568 2051659.12034 WETLANDS a76
4909 688000.83441 2050036,64533 WETLANDS 88 7025 686961.67816 2051695.18326 WETLANDS a77
4910 687998.70818 205005388569 WETLANDS a9 7026 686961.71274 2051694.90544 BANK 13'wide
4911 687976.71435 2050087.63842 WETLANDS a10 7027 686960.96496 2051711.907.44 BANK i5'wide
4912 687959.18850 2050122.11125 WETLANDS all 7028 686960.90854 2051711.86220 WETLANDS a7B
4913 687955.94116 2050140.66574 WETLANDS s12 7029 686868.56205 2051763.81800 N&RIB
4914 687939.48766 2050192.52232 WETLANDS a13 7030 686925.59300 2051745.96438 WETLANDS a80
4915 687907.78405 2050242,39737 WETLANDS a14 7031 686925.62188 2051739.94907 BANK 15'wide
4916 687882.19666 2060269.54640 WETLANDS a15 7032 686912.83033 2051769.87855 BANK 14'wide
4917 687839.19734 2050277.31671 WETLANDS a16 7033 686912.76449 205069.66099 WETLANDS a8i
4918 667820.78607 2050278.11787 WETLANDS a17 7034 686900.89010 2051788.18385 WETLANDS a82
4919 687796.05735 2050287.31211 WETLANDS ai8 7035 686900.64790 2051788.17451 BANK 15'wide
4920 687767.64780 2050302.80629 WETLANDS 819 7036 686889.40276 2051807.44062 WETLANDS a83
4921 687743.32280 2050311.38851 N&RIB 7037 686889.28032 2051807.33305 BANK 18'Wide
4922 687740.36898 2050315.73933 WETLANDS-a20 7038 686890,12117 2051827.86857 BANK 10'wide
4923 687717.65083 2050341.70346 WETLANDS a21 7039 686891.13183 2051830.38300 WETLANDS a84
4924 687688.75774 2050332.09810 WETLANDS a22 7040 685876.50124 2051841.17657 BANK int.
4925 687583.49713 2050389.90301 N&RIB 7041 686876.50073 2051841.17152 WETLANDS a85
I 4926 687620.56157 2050383.09662 WETLANDS a23 7042 686852.89230 2051831.30706 BANK a86'
4927 687590.67693 2060388.70190 WETLANDS a24 7043 666851.84438 2051836.06849 BANK 8'wide
4928 687575.78581 2050434.70276 WETLANDS a25 .7044 686822,35269 2051816.80538 WETLANDS a87
4929 687560.19437 20504i9.i2O72 N&RIB 7045 686822.34602 205ISi6.81396 BANK B'wi.de
4930 687632.92969 2050432,29274 WETLANDS a26 7046 686807.67781 2051768.37003 WETLANDS a88
4931 687514.90434 2050455.25495 WETLANDS a27 7047 686802.69173 2051768.74281 BANK B'wide
4932 687455.65441 2050479.0246.0 N&RIB 7048 686783.67946 2051747.68966 BANK 6'wide
4933 687467.20446 2050468,10519 WETLANDS a28 7049 686778.32957 2051725.70169 BANK 4'wide
4934 687436.91777 2050453.24042 WETLANDS a29 7050 686778.32956 2051725..70189 WETLANDS a89
4935 687438.97070 2050468.31831 WETLANDS a.30 7051 686767.66192 2051685.06004 WETLANDS a90
4936 687455.60161 2050532.52616 WETLANDS a31 7052 686765.96972 2051684.90061 BANK 3'wide
4937 687485.60358.2050556.36112 WETLANDS 032 7053 586761.49663 2051650.28975 WETLANDS a91
4938 687477.47963 2050590.78358 'WETLANDS a33 7054 686756.40686 2051555.09660 BANK 4'wide
4939 687474.76628 2050603.19068 WETLANDS a35 7055 686740.39741 2051745.71805 WETLANDS a127
4940 687345.13314 2050634.99979 N&RIB 7056 686744.53850 2051621.53826 WETLANDS a92
4941 687433.77214 2050577.14052 WETLANDS a34 7057 686742.27712 2051623.50960 BANK 4'wide
4942 687503.06005 2050507.18819 WETLANDS 636 7058 686772.06989 2051009.68518 WETLANDS a12O
4943 687473.71390 2050633.16978 WETLANDS 838 7059 686733.73347 2051601.81578 BANK 4'wide
4944 687518.79990 2050636.32806 WETLANDS a37 7060 686746.70737 2051590.82947 WETLANDS 893
4945 687523.72728 2050660.71046 WETLANDS a39 7061 686761.56025 2051563.01579 WETLANDS a94
4946 687484.66975 2050667.78745 WETLANDS a40 7062 686777.96920 2051832.42111 WETLANDS a129
4947 687464.21814 2050691.43203 WETLANDS a41 7063 686799.03229 2051843.98225 WETLANDS x130
4948 687410.85821 2050662.22272 WETLANDS a42 7064 686835.67136 2051846.91546 WETLANDS al31
4949 687469.40704 2050714.07494. WETLANDS a43 7055 686841.14590 2051864.87293 WETLANDS a132
4950 687458,31311 2050743.23522 WETLANDS a44 7066 686851.52155 2051884.66663 WETLANDS a133
4951 687496.49807 2050782.11804 WETLANDS a45 7067 686873.49274 2051896.25524 WETLANDS a134 end
4952 687455.18296 2050804,.51127 N&RIB 7068 686725.52794 2051697.30725 WETLANDS 6126
4953 687524.02011 2050790.76686 WETLANDS a46 7069 .686707.24073 2051648.28517 WETLANDS a125
4954 687521.98935 2050806.46338 WETLANDS a47 7070 686742.39281 2051548.75291 WETLANDS a95
4955 687484.17573 2050824.00411 WETLANDS a48 7071 666751.97398 2051572.17273 N&RIB
4956 687449.77142 2050840.17249 WETLANDS a49 7072 686629.61447 2051466.42298 WETLANDS 6122
4957 687443,73346 2050891.25531 WETLANDS a50 7073 686566.25260 2051443.86172 WETLANDS ai20
4958 687472.99507 2050932.48511 WETLANDS a52 7074 586566.52021 2051463.29728 WETLANDS ai21
4959 .687484.24534 2050960.55628 WETLANDS a53 7075 686717.49352 2051497.44819 WETLANDS a96
4960 687418.07585 2050965.23253 WETLANDS a54 7076 686708.07584 2051448.02995 WETLANDS a97
4961 687404.97030 2051010.33030 WETLANDS a55 7077 686718.69458 2051562.60990 BANK 3'wide
4962 687403.45343 2051046.11341 WETLANDS a55 7078 686725.85597 2051553.52313 BANK 3'wide
4953 687357.36698 2051070.55267 WETLANDS a57 7079 686727.64617 2051542.17198 BANK 3'wide
4964 687329.43072 2051110.83182 WETLANDS a58 7080 686713.99683 2051524.99387 BANK 3'wide
4955 687296.68985 2051120,13718 WETLANDS a58 7081 686711.69191 2051505.54530 BANK 5'wide
6966 687358.30534 20Sil65.85439 N&RIB 7082 686710.49000 2051479.05988 BANK 5'wide
6967 687184.18869 2050926.40798 N&RIB 7083 686710.55302 2051426.67976 WETLANDS a98
6968 687184.19550 2050926.41978 N&RI8 7084 686705.79934 2051359.86163 N&RIB
6969 687358.02965 2051172.97894 BANK 8'wide 7085 586678.88232 2051373.76029 WETLANDS a99
6970 687350.16533 2051174.49217 BANK 8'wide 7086 686675.35619 2051326.40854 WETLANDS alOO
6971 687328.9529! 2051195.75908 BANK 6'wide 7087 686661.57567 2051295.07329 WETLANDS ai0i
6972 687319.51115 2051199.38030 BANK 6'wide 7088 586650.47978 2051302.55418 WETLANDS a102
6973 687313.15215 2051214.54564 BANK S'Wide 7089 685642.09262 2051315.16931 WETLANDS a103
6974 687299.83519 2051221.00116 BANK 5'Wide 7090 686624.65214 2051323.57726 WETLANDS 6104
6975 687261.08835 2051234.85796 BANK 5'wide 7091 686603.67512 2051321.10875 WETLANDS a105
( 6976 687281.89354 2051253.64209 BANK 5'Wide 7092 686683.89590 2051435.35595 BANK 4'wide
1 6977 587241.94490 2051256.83368 BANK 5'wide 7093 686675.55817 2051420.75968 BANK 4'wide
6978 687223.72403 2051278.08480 BANK 6'Wide 7094 686557.59529 2051421.45024 BANK 4'wide
C 6979 667227.69051 2051291.81236 BANK 7'wide 7095 686643.38351 2051403.39442 BANK 3'wide
6960 687252,49067 2051141.04108 WETLANDS a60 7096 685530.29413 2051425.87319 N&RIB
6981 687232.78622 2051191.90694 WETLANDS a6i 7097 686658.43399 2051421.21250 BANK 3'wide
6982 687260.49264 2051249.71286 N&RIB 7098 686642.35158 2051394.24228 BANK 3'Wide
6983 687200.38504 2061322.10391. BANK 7'wide 7099 686570.69024 2051926.17061 WETLANDS BIDS
6984 687191.37450 2051212.06745 WETLANDS a62 7100 686607.73239 2051337462894 WETLANDS ali6
6985 687186.48663 2061330.46665 BANK 7'wide 7101 686591.65308 2051333.51006 WETLANDS a115
6986 687575.39019 2051244.31136 WETLANDS a63 7102 686603.63396 2051368.99536 WETLANDS a117
6967 687112.22139 2051264.82149 N&RIB 7103 686597.08222 2061331:40697 WETLANDS a107
6968 687161.47582 2051291,50041 WETLANDS e64 7104 586612.13217 2051394.38985 WETLANDS 8118
6989 687146.09328 2051318.63791 WETLANDS a65 7105 686579.33959 2051408.42315 WETLANDS ail9
6990 667163.64442 2051357.53937 BANK S'wide 7106 686566.80333 2051442:96677 WETLANDS al20
6991 687168.24527 2051374.95958. BANK 9"wide 7107 686536.62247 2051340.21617 WETLANDS a114
6992 68713.1.91699 2051344.14086 WETLANDS a66 7108 686493,95877 2051290.99205 N&RIB
6993 687080.86295 2051417.71496 N&RIB 7109 686504.43667 2051317.62098 WETLANDS aloB
6994 687120.29885 2051372.81427 WETLANDS a67 7110 686507.40474 2051333.94651 WETLANDS a113
F 6995 687115.67995 2051428.08594 WETLANDS a68 7111 686487.49429 2051304.33883 WETLANDS a409
6995 587104,79410 2051465.24604 WETLANDS a69 7112 686488.01835 2051323.92305 WETLANDS x114
6997 687113.71951 2051495.02447 WETLANDS 870 7113 686491.48005 2051277.33930 WETLANDS a1I0
j 6998 687055.35798 20SiSI6.06546 WETLANDS a71 7114 686477.60i03 2051286.91813 WETLANDS a111
6999 687025.19389 2051564.67845 WETLANDS a72 7115 686512.99784 2051284.81457 TOP DAM
7000 687008.68828 2051600.63097 WETLANDS a73 7116 686556.60512 2051281.54756 TOP DAM
7001 687002.78080 2061638.17408 WETLANDS a74 7117 586605.72378 2Q51277.19544 .TOP DAM
7002 687136.69106 2051407.57828 BANK B'wide 7118 686654.55836 2051272.54039 TOP DAM
7003 687140.20223 2051415.00li3 BANK B'wide 7119 686703.73568 2051268.14043 TOP DAM
7004 687154.97295 2051426.67312 BANK 8'wide 7120 686751.41926 2051251.89735 TOP DAM
7005 687163.71961.2051445.64502 BANK B'wide 7121 686770.96007 2051260.37713 TOP DAM
7006 687149.73955 2051455.67562 BANK 7'Wide 7122 686875.37565 2050851.80608 N&RIB
7007 687123.54619 2051490..56481 BANK 7'wide 7123 686993.77013 2050648.25648&RIB
7008 667105.72937 2051501.31004 BANK B'Ch 7124 686636.48745 2051351.99866
7009 687078.84876 2051506.31734 BANK 10'Wide 7125 686638.50017 2051330.33902
7010 587055.63401 2051517.01341 BANK 10'wide 7126 686596.40515 2051327.22584
7011 687046.16629 2051539.67967 BANK 10°wide 7127 686536.29266 2051335.34055
7128 686505.29307 2051323.40657.
7129 686485.53771 2051304,99009
7130 686484.42967 2051283.34573
7131 686948.40943 2051722.11521 WETLANDS a79
THIS CERTIFIES THAT THIS COPY OF THIS PLAT IDENTIFIES AS WATERS OF
THE U.S. OR WETLANDS ALL AREAS OF WATERS OF THE U.S.., INCLUDING
WETLANDS, REGULATED PURSUANT TO SECTION 404 OF TH THE PURPOSE OF THIS MAP IS TO SHOW
WATER ACT AS DETERMINED BY THE UNDERSIGNED ON. THE DELINEATION OF WETLANDS ON THE
UNLESS THERE IS A CHANGE IN LAW OR OUR PUBL.., PROPERTY SHOWN. HEREON.. THIS IS NOT
THIS DETERMINATION OF SECTION 404 JURISOIC A BOUNDARY SURVEY AND DOES NOT MEET s
UPON FOR A PERIOD NOT TO EXCEED FIVE YEA .D. THE MINIMUM STANDARDS FOR LAND SURVEYS
DETERMINATION WAS MADE UTILIZING THE 198 k~',a?
WETLANDS DELINEATION MANUAL. IN NORTH CAROLINA AS SET FORTH IN
NCGS 47--.30.
• BOUNDARY INFORMATION WAS TAKEN FROM
MAPS AND DEEDS BY OTHERS.
NAME: NO TITLE SEARCH.WAS PERFORMED FOR THIS
TITLE, ?s' SS S ?4t( Iu SURVEY. OTHER INSTRUMENTS OF RECORD
MAY AFFECT THIS PROPERTY.
DATE' I1.d' ,/D- -O.S
744~. SHEET 3 OF 3
x.
SURVEYED BY
BASS, NIXON & KE , Nc .
WETLAND DELINEATION FOR
DRAWN BY
CONSULTING ENGINEERS PROPOSED
6
310 CHAPEL HILL jROAD P0` arr
RiN
SUITE 250 i CHECKED 8Y HOLLY SPRINGS APARTMENTS
RALEIGH, NORTH CAROLINA 27607
DATE Hnl I Y -qPQTMnQ W
AIlr tin K ? r+

1 1 N.C. HIGHWAY 55 BY--PASS
N-686297.93 1 1
E=205074-0.70
1 1 low
~ 1 1
=686641.91
1 1 -2050698.96
I 1 1
TOTAL WETLAND 1 1
AREA = 6.30 ACRES 1 0 1
1 1
(THREE SHEET TOTAU 1 fr1 1
1 N 1
o°Q'(N »C.~?pZ j ' 1 3 1
?p oFESS/pyA.,' 1 1
SEAL 1 1
.L-2909 N°686393.12 1 p 1 E 2050938.78
.Ly O -2050996.94 1
1 1 2, ,

' N=686434.79 N 1 O " lD0
E=2051104.60. 1
1 ' 1 n ap
w!~~OI~D ¢ 1 N 1 6~~Q~ G~ o
~'Q' 79 uj co
1 N=68575 ~6 1) W ;z 0 - rl
1 r 1 E=2050949.67 Q 0 ~
°
1 N 1 N~o ~ CL CL
0) co
Cx) Lo
1 1 o Lo
7130 1 N 1 F. L. & E. B. ARNOLD p
7114 7113 11 1 D . B . 4904 PG. 350 a m k
7i2s r. B . 0 . M . 1986 PG 2158 = p CL
':7111 7115
2 a t~• 1 O 1 PIN: 0658067987
N=686471.33 1 7109 711 1 1
E=2051331.53 7128 0 117 1 00
7134 ; 1
7110 7127`' 7099 709 7 1 ; 1 N-6869 2 1
7107 710 7025 90 71i9 1 1 E=2051! 0.40
7 26 7087 7120 1 1
7100 712 121
7102 `V 70898 1 1 -687580 78
7105 7 04~ 86 1 1 Er206 021.18
7073 7
7106 WETLANDS I ° 5 1- - E B . ARNOLD & SHARON GALE Ui 7 y
7094 7096 1 O . B . 4406 PG. 720 S Cn
7c74 097 1 1 PIFI: 0658162629 2 ~.A
7093' 7083 1 1 B . 0 . M . 1984 PG. 268
7072 7092 N
X133 70821 7076 1 1 6980 965 4963\
075 1
7081/' 1 i~ WETLANDS 6984 6981 9
- 7060 WETLANDS
7079 1 1 6986
7078 1 1 6973 -687 5E.28
7077 7070 1 6 B8. -687 9 .10 6972 E=2051113.22
7132 t'" 1 1 6 89 E-2051210.96 6 70 y¦~
j 1 697 6877 6 76-•
k.,
7059 7061 WETLANDS 1 1 6992 69
6983 871
1 699 699° 976 69 4
7060
7069 1 / 697
7057 r 7056 1 1 7002 6985 N=68 308.13
054 r 053 TOP OF BANK 1 1 995 991 E-205 218.22
7 I OF CHANEL 6996 7 0 , N-687149 28
7061 7010 1 7004 E-2051394.72 TOP OF BANK
052 OF CHANEL
N-686722.41 69 1 009
E-2061738.17 701 N-687162.32
7066 70 g 020 6999 E-2061444.17
7050 7 2 7014 7015 I6 7g007 006 7005
700 +7013
704a oa STAF ORD LAN COMPANY INC.
704 2 7016 1 1 Bf.O. 1998 1483 14114
0 1 N-687093. 6
7058 r 70 6 7025 7023 0i -687054 .3 E 051
E-205168 .25 1 col
7062 Z r 7045 7027
032 7031 L.. "
' 7044 7001
7043 7033 71a17o2e THIS CERTIFIES THAT THIS COPY OF THIS PLAT IDE RT
7063 ` 7042 7030 THE U.S. OR WETLANDS ALL AREAS OF WATERS OF TH
70 0 WETLANDS, REGULATED PURSUANT TO SECTION 404 0 L ;~sN
7064 035 WATER ACT AS DETERMINED BY THE UNDERSIGNED ON. HI DA
7041 03 UNLESS THERE IS A CHANGE IN LAW OR OUR PUBLI D GU.
7037 N-686905.74 THIS DETERMINATION OF SECTION 404 JURISDICTI MA B
7065 E-2051608:98 UPON FOR A PERIOD NOT TO EXCEED FIVE YEARS F T S
7066 7036 DETERMINATION WAS MADE UTILIZING THE 1967 CO 0. EN
WETLANDS DELINEATION MANUAL. a~,~,„•.a~ 1
7067 039 7038 vpj w"
686869.30 ~r ri lv xuD T NAME: c A
-
.20 ~ 51963.50 PPdi(DCt LiS~
JAN 2 Q 2005 TITLE: c I ~]n!!r i
DATE: 7t7 /o- - S' S1 1 1 OF
Q A SURVEYED BY
BASS, NIXON & KENNEDY, INC.. WETLAND DELINEATION FOR
CONSULTING ENGINEERS PRAPWNN~BY PROPOSED
6310 CHAPEL HILL ROAD
SUITE 260 CHECKED BY HOLLY SPRINGS APARTMENTS
RALEIGH, NORTH CAROLINA 27607 DATE HOLLY SPRINGS, WAKE CO., N.C.
919=65 1-4422 FAX [phone] !0/29/04

S 63'4a 00'04"E
r~R,tip NOTE: WETLANDS SHOWW ON THIS PLAT WERE.DELINEATED
aq z" s~ BY PROTOCOL SAMPLING SERVICES. INC:.
o.
4902
90
WETLANDS HOLLY SPRINGS Bo
s~ SPRINGS MOLLY
Y~•
+ 0 dip N~
Nip 0 9 ' Z r
o ai rn vfO~
o~ vNc~ 90
a" v `~•m y4Y
n ~P SS•
„ to Na' •o By
m v o~ a• O ,9`'~ a SS
to ~ , T Qo
0
y,cow ~ S 9i Se
a q ~ti N o~ A • O ~
. 0 19 IF
5
Z ' ~J (g0~~ SITE
(.n 0°~ 491
L~ 6S" 0 A~ C <,9~ s
Q 0 6 1~F~ 9 yN~ VICINITY MAP (NTS) - ~
``Uttflt)I~bry~~~ 9
r ; S", . ESS;/.,,, S 25'43'36"E
O^; 4917 39.18
SEAL 4 6 ,E PARKSIDE VILLAGE LLC
Z = L-2909 1 S 67 14 57
54.27 D . B . 8024 PG. 122.
920
UR..' B . 0 . M . 2001 PG. 2069
suR g 39.47' ii•g
<jp' `o92 41.19 PIN: 0658080357
~~~~unuiu~t WETLANDS
v Sm M 9 3 s B~. THIS MAP DOES NOT MEET
NORTH CAROLINA MINIMUM
10
w STANDARDS FOR SURVEYING
a 7~i J~N~ / ~d//O ¢ tF e s~ AND MAPPING.
Z a. eat
26
49
2 w~ . ^4
4 4CZ Og
A
STAFFORD LAND CO. INC. c '0 4~
D.B. 8119 PG. 1680 Q•
B . 0 . M . 1998 PG. 1395 QA-
PIN: 0658075417 4 9 BEGIN NRB
t x 935 49 7 94 5 WETLANDS 9a or ~ U. ~
~94 s
93
! m c°v u u 94 49 La
n ~r~ g 1-
G 49 Q
4959 v
z a omo
m 9 954 0. CL'
SCALE: 1 100 CD
Ri 4948 950 N
m ~ 4955 w
z 0 50 100 200 300 400 4951
o~ ca
° Z
282.48 4956 Q co
S 59'01109"W w
ono 957 5e
605.15 59 .CC
~ ° S 66'56'33. m 0
M~ THIS CERTIFIES THAT THIS COPY OF THIS PLAT IDENTIFIES AS WATERS OF LL X
Z THE U.S. OR WETLANDS ALL AREAS OF WATERS OF THE U.S., 'INCLUD.ING LL
WETLANDS, REGULATED PURSUANT TO SECTION 404 OF THE CLEAN Q
WATER ACT AS DETERMINED BY THE UNDERSIGNED ON THIS DATE. 960
N4 UNLESS THERE IS A CHANGE IN LAW OR OUR PUBLISHED REGV NS, HAROLD L. PAGE
c' THIS DETERMINATION OF SECTION 404 JURISDICTION M, 96 t6
.,n UPON FOR A PERIOD NOT TO EXCEED FIVE YEARS FRO . " ~Q D. B. 3589 PG.-409 4862 a /
DETERMINATION WAS MADE UTILIZING THE 1987 CO •q~MRAFIA PIN: 0658075181
z MANUAL. M ~Yd o .
o ua NAME: 96 °
0O TITLE:
S~ GSI e l~• OT OF 3
m ~ S 43' 03'' 43"E 964 0 N
Z DATE: -0 65.91 m ')69
104 S. 40'4 '61"W
S 62'26'30 W
271.44 SAO" 5A' Sy 49 697
w` S
..~s • W 1 1`? 980
Mai SNEER
SURVEYED BY
BASS, NIXON & KENNEDY, INC, WETLAND DELINEATION FOR
CONSULTING ENGINEERS DRAWN BY
POL PROPOSED
6310 CHAPEL HILL ROAD
IN,i
SUITE 250 CHECKED BY HOLLY SPRINGS APARTMENTS
RALEIGH, NORTH ;CAROLINA 27607 DATE HOLLY SPRINGS, WAKE CO. N.C.
919--851-4422 FAX [phone] 10/29/04 '

`,~~p 11111111 !

FES316 ~~y9
Q
SEAL
7012 687025.80306 2051561..93992 BANK 10-wide
L-2909 7013 687025.56692 2051582.87462 BANK 10-wide
7014 687010.98060 2051593.29876 BANK 10-wide
t9 Q : 7015 686969..45061 2051617.39290 N&RIB
7016 687000.04709 2051618.74010 BANK 10-Wide
4901 688042.00352 2049879.44387 7017 686970.27225 2051642.88927 WETLANDS a76 ANDS
4902 688031.27188 2049900.81722 WETLANDS al 7018
687004 57851 2051633.U328 2 BANK 10'wide
a2 701 ''''~~!lIIrIL~~?O4
904 687987.96816 2049935.28045 WETLANDS a3 7020 686993.63397 205!634.!8417 BANK 50'wide
4905 687991.11789 2049952.48455 WETLANDS a4 7021 686980.20391 2051634.13722 BANK 10'wide
4906 687994.05456 2049973.90965 WETLANDS a5 7022 686967.94691 2051648.00058 BANK 10'wide
4907 687992.66360 2049996.61800 WETLANDS a6 7023 586972.70529 2051659.11535 BANK 10'wide
4908 687994.28444 2050023.3l3iO WETLANDS a7 7024 686972.70568 2051659.12034 WETLANDS a76
4909 888000.83441 2050036.64533 WETLANDS a8 7025 68696!.67816 2051695.18325 WETLANDS 877
4910 687998.70818 2050053.88569 WETLANDS a9 7026 686961.71274 205i694.90544 BANK 13'wide
4911 687976.71435 2050087.63842 WETLANDS ai0 7027 686960.96496 2051711,90744 BANK 15'Wide
l 4912 687959.1BB50 2050122.11125 WETLANDS all 7028 686960.90854 2051711.86220 WETLANDS a7B
4913 687955.94116 2050140.66574 WETLANDS ail 7029 686868.56205 2051763.8!800 N&RIB
4914 687939.48766 2050192.52232 WETLANDS a13 7030 686925.59300 2051746.96438 WETLANDS aB0
4915 687907.78405 2050242.39737 WETLANDS a14 7031 686926.62!88 2051739.94907 BANK 15'wide
4
916 687882.19666 2060259.54640 WETLANDS a15 7032 686912.83093 2051769.87855 BANK 14'wide
4917 687839.19734 2050277.31671 WETLANDS a16 7033 686912.78449 2051769.6099 WETLANDS a8l
4918 587820.78607 2050278.11787 WETLANDS 817 7034 686900.69010 2051786.68385 WETLANDS a82
4919 687796.05735 2050287.31211 WETLANDS ai8 7035 686900.64790 2051788.17451 BANK 15'wide
4920 687767.54790 2050302.90529 WETLANDS 819 7035 686889.40275 205iBO7.44OB2 WETLANDS a83
4
921 687743.32280 2050311.38851 N&RIB 7037 686889.28032 2051807.33305 BANK 18'Wide
4922 687740.36898 2050315.73933 WETLNDS a20
7038 68681211 4923 687717.65083 2050341,70346 WETLANDS a21 7039 68689091 ..13187 2051830.38300 WETLANDSwa84
4924 687688.75774 2050332.09810 WETLANDS a22 7040 686876.50124 2055845.17657 BANK int.
4925 687583.49713 2050389.90301 N&RIB 7041 586676.50073 2051841.17162 WETLANDS 885
4926 687620.58157 2050383.09662 WETLANDS a23 7042 686852.89230 2051831.30708 BANK aB6'
4927 687590.67693 2060388.70190 WETLANDS a24 7043 686851.84438 2051836.06843 BANK 8'wide
4928 687575.78581 2050434.70276 WETLANDS a25 7044 686822,35263 2051816.80638 WETLANDS a87
4929 687560.19437 2050419.12072 N&RIB 7045 686822.34602 2051816.81396 BANK 8'wide
4930 687532.92969 2050432.29274 WETLANDS 826 7048 686807.67781 2051768.37003 WETLANDS a8B
4931 687514.90434 2050455.25495 WETLANDS a27 7047 686802.69173 2051768.74281 BANK e'wlde
4932 687455.65441 2050479.02460 N&RIB 7048 686783.67946 2051747.68966 BANK 6'wide
4933 687467.20448 2050468.10519 WETLANDS a28 7049 686778.32957 2051725.70169 BANK 4'wide
4934 687438.91777 2050453.24042 WETLANDS a29 7050 686778.32956 2051725.70169 WETLANDS aB9
4935 587438.97070 2050488.31631 WETLANDS a.30 7051 686767.66192 2051685.06004 WETLANDS a90
4936 687455.60161 2050532.52615 WETLANDS a31 7052 686765.96972 2061684.90081 BANK 3'wide
4937 687485.60358 .2050556.35112 WETLANDS 932 7053 686761.49653 205!650.28975 WETLANDS a95
4938 687477.47963 2060590.78358 'WETLANDS a33 7054 686756.40688 2051555.09660 BANK 4'Wide
4939 687474.76628 2050603.59058 WETLANDS a35 7055 686740,39741 2051745.71805 WETLANDS a127
4940 687345.13314 2050634.99979 N&RIB 7055 686744.53650 2051621.53826 WETLANDS a92
4941 687433.77214 2050577.14052 WETLANDS a34 7057 685742.27712 2051623,50960 BANK 4'wide
4942 687503.05005 2050507.18819 WETLANDS a36 7058 585772.06985 2055809.68618 WETLANDS a128
4943 687473.71390 2060633.56978 WETLANDS 838 7059 686733.73341 2051605.81578 BANK 4'wide
4944 687518.79990 2050636.32806 WETLANDS a37 7050 686746.70737 205090.82947 WETLANDS a93
4945 687523.72728 506 WETLANDS a39 7061 686761.56026 2051563.01579 WETLANDS a94
687484.66975 20506670.780745 WETLANDS 840 7062. 686777.96920 2051832.42511 WETLANDS a129
4947 667454.25814 2050691,43203 WETLANDS a41 7063 686799.03229 2051843.98225 WETLANDS a130
4948 687410.85821 2050662.22272 WETLANDS a42 7064 686835.67136 2051846.91546 WETLANDS a131
4949 687469.40704 2050714.07494 WETLANDS a43 7065 686841.14590 2051864.87293 WETLANDS 8132
4950 687458.31311 2050743.23522 WETLANDS a44 7066 686851.52155 .2051864.66663 WETLANDS a133
4951 687495.49807 2050782.11604 WETLANDS a45 7067 686873.49274 205!896.25524 WETLANDS x134 end
4952 687455.18298 2060804..5!127 N&RIB 7068 686725.52794 2051697.30725 WETLANDS x125
4953 687524.02011 2050790.76686 WETLANDS a46 7069 686707.24073 2051648.28517 WETLANDS 8125
4954 687521.98935 2050806.45338 WETLANDS a47 7070 686742•.39281 2051548.75295 WETLANDS a95
4955 687464.17573 2050824.00411 WETLANDS a48 7071 686751.97398 2051572.17273 N&RIB
4956 687449.77142 2050840.!7249 WETLANDS a49 7072 686629.61447 2051486.42298 WETLANDS a122
4957 687443.73346 2050891.25531 WETLANDS a50 7073 686566.25260 2051443.86172 WETLANDS a120
4958 687472.99507 2050932.48iii WETLANDS a52 7074 686565.52021 2051463.29728 WETLANDS 8121
4959 .687484.24534 2050960.55628 WETLANDS a53 7075 686737.49352 2055497.44859 WETLANDS a96
4950 687418.07685 2050955.23253 WETLANDS a54 7076 686708.07584 2051448.02995 WETLANDS a97
4961 687404.97030 2051010.33030 WETLANDS a55 7077 686718.69458 2051552.60990 BANK 3'wide
4962 687403.45343 2051046.11341 WETLANDS a56 7078 585726.85597 2051553.52313 BANK 3'wide
4963 687357.36698 205070.55267 WETLANDS a57 7079 686727.64617 2051542.17198 BANK 3'wide
4964 687329.43072 2055110.83182 WETLANDS a58 7080 686713.99683 2051524.99387 BANK 3'wide
4955 687296.58985 2051120.13718 WETLANDS a58 7081 686711.69191 2051505.54530 BANK 5'wide
6966 687358.30534 2051165.85439 N&RIB 7062 686710.49000 2051479.05988 BANK 5'wide
6967 687184.iBB89 2050926.40798 N&RIB 7083 686710.55302 2051426.67976 WETLANDS a98
6968 687184.19550 2050926.41978 N&R18 7084 686705.79934 2051359.86163 N&RIB
6969 887358.02966 2051172.97894 BANK e'Wide 7085 686678.88232 2051373.76029 WETLANDS 499
6970 587350.16533 2051.174.49217 BANK B'wide 7086 686675.35619 2055328.40854 WETLANDS a100
6971 687328.95291 2051195.76908 BANK 6'wlde 7087 686661.57667 2051295.07329 WETLANDS 8105
6972 687319.51115 2061!99.38030 BANK 6'wide 7088 686650.47978 2051302.55418 WETLANDS al02
6973 687313.15215 2051254.54564 BANK 6'Wide 7089 686642.09262 2055315.16931 WETLANDS a103
6974 687299.83519 2051221.00116 BANK 5'Wide 7090 586624.65214 2051323.57726 WETLANDS a104
6975 68728!.08836 2051234.85796 BANK 5'wide 7091 686503.67512 2051321.10875 WETLANDS a105
6976 687261.89354 2051253.64209 BANK 5-wide 7092 686683:89590 2051435.36595 BANK 4'wide
6977 687241.94490 2051256.83368 BANK 5'wide 7093 686675.55817 2051420.75956 BANK 4'wide
6978 687223.72403 2051278,08460 BANK 6'Wide- 7094 686657.59529 2051421.45024 BANK 4'wide
i 6979 687227.69051 2051291.81235 BANK 7'wide 7095 686643.38351 2051403.39442 BANK 3'Wide
6980 687252,49067 2051!41.04108 WETLANDS 860 7096 666530.29413 2051425.87319 N&RIB
6981 687232.78622 2051191.90894 WETLANDS a61 7097 686658.43399 2051425.21250 BANK 3'wide
6982 687200.38104 2051249.71286 BANK87'wide 77098 666642 35158 2051394.2422 BANK 099 686570.89024 2051826.17063 WETLANDS iBIDS
6984 687191.37450 2051212.06745 WETLANDS a62 7100 686607.73239 2051337162894 WETLANDS a!!6
6985 687186.48663 2061330.45665 BANK 7'wide 7101 686591.65308 2051333.61006 WETLANDS a115
6986 687175.39019 2051244.31138 WETLANDS a63 7102 685603.63396 2051368.99536 WETLANDS a117
6987 687112.22539 2051264.82149 N&RIB 7103 686537.08222 2051331:40697 WETLANDS x107
6988 687161.47582 2051291.60041 WETLANDS a64 7504 686612.13217 2051394.38985 WETLANDS a118
6989 687148.09528 2061318.63791 WETLANDS 865 7105 686579.33959 2051408.42315 WETLANDS a119
I 6990 687163.64442 2051357.53937 BANK 8'wide 7106 686566.60333 2051442:96677 WETLANDS a120
6991 687168.24527 2051374.96958. BANK 9'wide 7107 686536.62247 2051340.21617 WETLANDS 8114
6992 687131.91699 2051344.14086 WETLANDS a66 7108 686493.95877 2051290.99208 N&RIB'
6993 687080.86296 2051417.71495 N&RIB 7109 686504.43667 205i317.62098 WETLANDS alOB
6994 687120.29885 2051372.81427 WETLANDS 867 7110 686507.40474 2051333.94651 WETLANDS x113
6995 687115.67995 2051428.OB594 WETLANDS a6B 7111 686487.49429 2051304.33883 WETLANDS 8109
6996 587104.79410 2051465.24804 WETLANDS a69 7112 686488.01835 2051323.92305 WETLANDS al14
j 6997 687153.7195! 2051495.02447 WETLANDS 670 7113 ! 686491.48005 2051277.33930 WETLANDS 8110
6998 687055.35798 2051516.06546 WETLANDS a71 7114 686477.60103 2051286.91813 WETLANDS aiii
6999 687025.19389 2051664.67846 WETLANDS a72 7115 686512.99784 2051284.81457 TOP DAM
7000 687008.68828 2051600.63097 WETLANDS'a73 7116 686556,60512 2051281.54756 TOP DAM
7001 687002.78080 2051638.17408 WETLANDS e74 7117 686605.72378 2051277.19544 .TOP DAM
7002 687136.69106 2051407.57828 BANK B'wide 7118 685654.55836 2051272.54039 TOP DAM
•7003 667140.20223 2051415.00113 BANK 8'wide 7119 686703.73566 2051268.14043 TOP DAM
7004 687154.97295 2051426.67312 BANK B'wide 7120 686751.45926 2051265.89735 TOP DAM
7005 687163.71961.2051445.64502 BANK 8'wide 7521 686770.96007 2051260.37713 TOP DAM
7006 687149.73965 2051455.67562 BANK 71wide 7122 686875.37566 2050851.80608 N&RIB
7007 687123.546!9 2051490.56481 BANK 7'wide 7123 686993.77013 2050648.266489RIB
7008 687105.72937 2051501.31004 BANK B'Ch 7124 686636.48745 2051351.99656
7009 687078,84876 2051506,31734 BANK 10'Wide 7125 686648.50017 2051330.33902
7010 687056.83401 2051557,05341 BANK 10'wide 7126 686596.40515 2061327.22584
7011 687046.16629 2051539.67967 BANK 10'wide 7127 686536.29266 2051336.34055
7128 686505.29307 2051323.40657.
7129 585485.63771 2051304,99009
7130 686484.42967 2061283.34573
7131 686948.40943 2051722.11521 WETLANDS a79
THIS CERTIFIES THAT THIS COPY OF THIS PLAT IDENTIFIES AS WATERS OF
THE U.S. OR WETLANDS ALL AREAS OF WATERS OF THE U.S.., INCLUDING
WETLANDS, REGULATED PURSUANT TO SECTION 404 OF TH LE-06, THE PURPOSE OF THIS MAP IS TO SHOW
WATER ACT AS DETERMINED BY THE UNDERSIGNED ON ~E7°^ THE DELINEATION OF WETLANDS ON THE
UNLESS THERE-IS A CHANGE IN LAW OR OUR PUBL "WT PROPERTY SHOWN. HEREON.. THIS IS NOT
THIS DETERMINATION OF SECTION 404 JURISDIC A BOUNDARY SURVEY AND DOES NOT MEET
UPON FOR A PERIOD NOT TO EXCEED FIVE YEA
DETERMINATION WAS MADE UTILIZING THE 198 0 THE MINIMUM STANDARDS FOR LAND SURVEYS
WETLANDS DELINEATION MANUAL. IN NORTH CAROLINA AS SET FORTH IN
NCGS 47-.30.
,n BOUNDARY INFORMATION WAS TAKEN FROM
NAME:
I MAPS AND DEEDS BY OTHERS.
~frs NO TITLE SEARCH WAS PERFORMED FOR THIS
S 41t( .
TITLE: Y
lu ~ SURVEY: OTHER INSTRUMENTS OF RECORD
DATE: MAY AFFECT THIS PROPERTY.
rOS
© ~ ~ SHEET J OF 3
S
SURVEYED BY
BASS, NIXON VKERR~& NC . T ION WETLAND DELI
DRAWN BY
CONSULTING ENGINEERS NEA rION FOR
631.0 CHAPEL HILL ROAD PDL PROPOSED
N
SUITE 250 CNEDKED aY HOLLY SPRINGS APARTMENTS RALEIGH, NORTH CAROLINA 27607 qk,
- - DATE Hni I Y -qPQTNrQ WAVE ran KI r,%
`'x'°

1 1 N.C. HIGHWAY 55 BY--PASS
N=686297.93 1 1
E-2050744.70 ,
1 1 ~ .
1 1
-68 54f.91
1 1 2050698.96
1 1
TOTAL WETLAND 1 1
AREA = 6.30 ACRES 1 0 1
1 1
(THREE SHEET TOTAL) 1 ~T1 1
1 N 1
Qtr F'E..S$~~"'+,, ~~I 1
SEAL 1 T -686639, 5
L-2909 a N=586393.12 1 1 2050635.78
E=2050996.94 p 1
1

N-686434.9 1 N 1 O lfl0
E-205!!°4.60. 1 C~
1 N 1
N 1 ~~0 ,0.
1 •Q n L o
1 ' 2 N-68675 ;45. J~ W ~ Ca -ry
1 1 E-2050949.67 • < 4 a
1 .2 'rte J0)m
11 rn 11 ?cmo
71 1 1 F.L. & E.B. ARNOLD of
7114 4 7113 ~'E(F 7~' 1 D. B. 4904 PG. 350 a m Z
7129 1. 1 B.O.M. 1.986 PG. 2158 =?a
1 2' ! 7111 7116 , f~ 1 d 1 PIN: 0658067987
N-SB6471,33 ' 7109 71 1 'T1 1
E-206133!3 ;
7134 \ 7128 3 117
1
71
7110
7127 7099 7091 1 1 1 N-8869 2. A
7107 25 7119 1 9 1 E-20 1 0.40
7!0 7090
7126 7087 7120 1 1
7100 !2!
It 712 7089 1 1 N-687!80.78
E-205021.18
7073 7106 7102 7 0 ~ 98 1 1.
7106 WETLANDS , X7 6 ° 5 1 1- -'1 E . S . ARNOLD & SHARON GALE N v
N
7os4 , , D . B . 4406 PG. 720 S yCn
7074 097 1 1 PIN: 0658162629
7093 70 1 1 B . 0 . M . 1984 PG. 268 A
7072 7092 } 1 1 N
x133 t 7076 1 1 6980 965 4969`
7082
075
706fy,! 1 WETLANDS 698 6981
7080 ses WETLANDS
7073 9B
1 1.
078 t 6973 .687 5f.28
7070 1 6 8 -687 9 ,SU 6972 E-2051113.22
7132 777} I 1 6 9 E-2051210,96 6 70
j 1 6978 k 6 76 ~
059 ! 7061 WETLANDS 1 6992 69
1 6983 97!
7060 1 699 0 976 69 4
7069 1 1 979
7057 i 7056 1 700 6985 N-68 308. 3
7054 053 TOP OF BANK 1 I 995 991 E-205 218.22
7 OF CHANEL 1 N-687!49 8
0`62 7061 7 10 1 6886 7 03 70 E=2061394.72 TOP OF BANK
ss 1 os
N=6e6722.41 OF CHANEL
61738.17 7012 N-587!62 32 E-20 7055 7049 020 6999 E-2061444.17
7050 7 2 7014 7011 16 79007 006 700
r 7048 7017 700 .7013
7 2 1 ° STAF ORD LAN COMPANY. INC.
Q 704 0 4 7016 1 687093. As B• 0• 1998 1483 14114
7050 J 7046 7025 7023 -687054 .3 E 051 03.62
t
027 ° 8 -205!68 .25 1 vj
7062 = 7045 032 703! 0
"
7044 7001
043 7033 7o2e THIS CERTIFIES THAT THIS COPY OF THIS PLAT IDE
7063 , 0 2 70307131 THE U.S. 01; WETLANDS ALL AREAS OF WATERS OF TH 4
70 0 WETLANDS, REGULATED PURSUANT TO SECTION 404 0 L a~5~7EH
7054 7035 WATER ACT AS DETERMINED BY THE UNDERSIGNED ON, HI A
7041 034 UNLESS THERE IS A CHANGE IN LAW OR OUR PUBLI D GU t(;?
7037 N=686905.74 THIS DETERMINATION OF SECTION 404 JURISDICTI MA B
7365 7036 E=2051808:98 UPON FOR A PERIOD NOT TO EXCEED FIVE YEARS F T S
7066 DETERMINATION WAS MADE UTILIZING THE 1987 CO 0. EN
7067 7038 WETLANDS DELINEATION MANUAL. o`q~ 1
=686869.30 IV NAME: c A-L 104
E-2051963.50 fPfJ,(G(t fS 1 ~'~1{~•~
]AN 2 0 2005 TITLE: L

DATE: 11 - S' S 1 1
C
O
OS
SURVEYED BY
BASS, NIXON S KENNEDY, INC , WETLAND DELINEATION FOR
DRAWN BY
CONSULTING ENGINEERS PDL PROPOSED
6310 CHAPEL HILL ROAD
SUITE 250 CHECKED BY HOLLY SPRINGS APARTMENTS
RALEIGH, NORTH CAROLINA 27607 DATE HOLLY SPRINGS, WAKE CO., N.C
919-851-4422 FAX [phone] 40/29/04

rL~ S 63'
00 21 4"E.
48.
NOTE: WETLANDS SHOWN ON THIS PLAT WERE.DELINEATED
BY PROTOCOL SAMPLING SERVICES, INC:.

49 2
0
90
WETLANDS N HOLLY 6PRINGS Rp'
s~ SPRINGS HOLLY
9
+ 3z 90 9 dip N.a y i
a
o ai C? C ,y 9
o I~ u IN 0
Y t
,
A N~ eY AqS
m co
AQO•
:nom ro~~o°1
q a N NT U ~~0,(1 91913 s ~j F~QQ ~yQQ !
z • O~ • 9s p~ SITE
O,°~ / 49
S~OTG`01, s ~
°-'J VICINITY MAP (NTS)
H H CARS
Q- 4i S 25'43'36'E
O,,rOFESS/p;7c' !917 39.19
v f+~~ SEAL 6 PARKSIDE VILLAGE LLC
L-2909 1 S 67 14 57 E
54.27 D . $ . 8024 PG. 122.
9y o
s B.O.M. 2001 PG. 2069
S 34!.!19 i•E PIN: 0658080357
i,~~~~A?LO~~~~,~~ 92 WETLANDS
v o v c/~/ f 9 9 THIS MAP DOES NOT MEET
NORTH CAROLINA MINIMUM
10
STANDARDS FOR SURVEYING
a¢ J ti N fa //O F a 'gym AND MAPPING.
i ~ 6
49 o
~C Z4~o
Q
STAFFORD LAND CO., INC. ~~f9 Q5Q~
o
D.B. 8119 PG. 1680 9
lCo'
B . 0 . M . 1998 PG. 1395 Q'QQIs
PIN: 0658075417 9
4 BEGIN NRB
s
I ; a 936 493 9 2 9 6 WETLANDS 9a of q V~
jar tom 3
'mc°v 94 g
i
j 11 JI•-~
a 49 Q
z 11 _ 453 ~LD Qm
c~ SCALE: 1 - 100 949 95 a
co Ri 94 950 N
m ~ 4955
z 0 50 100 200 300 400 4951 0
o m C:1. IL
Z
282.48 4956 Q m
S 5910i'0vW m
3
N
o 0 957 58
9 605.15 4959
m ° S 66.66.33.8, m Q HIS COPY z THESU.S. ORIWETLANDSES THAT TWATERSHIS INCLWATERS UDING OF IL. S X
WETLANDS, REGULATED PURSUANT TO SECTION 404 OF THE CLEAN
WATER ACT AS DETERMINED BY THE UNDERSIGNED ON THIS DATE. 960
N~ UNLESS THERE IS A CHANGE IN LAW OR OUR PUBLISHED REG NS, HAROLD L . RAGE
s N m
v THIS DETERMINATION OF SECTION 404 JURISDICTION M,
CD UPON FOR A PERIOD NOT TO EXCEED FIVE YEARS FRO. ON z i D . B . 3589 PG . 409 WETLANDSADELINEATIONDMANUALIZING THE 1987 CO GT / PIN: 0658075181 496
z
0
n ~ 4a.5tP+YE a p
a NAME:
U.
:S~ l,S~ e v - r~• T 01 o
m~ TITLE
S 43 03'43'E 964 N
z DATE: 66.91 m 969
~S"~~-~+~ ,d• n ° 633! -x.
S 62' 26' 7044 S 4016 28 i"W Cj~`~~ ~ 20 5
30 W 1,44 ~y ~5A' 15 W 49 G97~ ;
A
W 5 960 '
M~`~ C~ EEC }
[3 SURVEYED BY
BASS, NIXON & KENNEDY, INC, WETLAND DELINEATION FOR
CONSULTING ENGINEERS DRAWN BY
POL PROPOSED
N531.0 CHAPEL HILL ROAD
SUITE 250 CHECKED BY HOLLY SPRINGS APARTMENTS
RALEIGH, NORTH CAROLINA 27607 DATE HOLLY SPRINGS, WAKE CO. N.C.
919-851-4422 FAX [phone] 10/29/04 '

.I

`moo Q¢ o F Es s % ti9
SEAL 7012 687025.80306 2051561..93992 BANK 10'Wdde
L-2909 = 7013 687025.16692 2051682.67462 BANK 10'wide
7014 687010.98060 2051593.29876 BANK 10-wide
7015 686969,45061 2051617.39290 N&RIB
7016 687000.04709 2051618.74010 BANK 10-Wide
Y'•'" y~ 4901 688042.00352 2049879.44387 7017
SUK 686970.27225 2051642.80927 WETLANDS 875
~'p 4902 688031.27188 2049900.81722 WETLANDS al 7018 687004.57851 2051633.52328 BANK 10'Wide
4903 688014.00258 2049917.31217 WETLANDS a2 7019 587003.35508 2051638.88737 BANK 10'wide
''/1;/lllllltll?11.4904 687987.96818 2049935.28045 WETLANDS a3 7020 686993.63397 2051634.18412 BANK i0' wide
4905 687991.11789 2049952.48455 WETLANDS a4 7021 580980.20391 205034.13722 BANK 10'w1de
4906 687994.05456 2049973.90965 WETLANDS a5 7022 686967.94691 2051648.00058 BANK 10'wide
4907 687992.66360 2049996.61800 WETLANDS a5 7023 586972.70529 2051659.11535 BANK 10'wide
4908 687994.28444 2050023.3131.0 WETLANDS 87 7024 686972.70568 2051659.12034 WETLANDS a76
4909 688000.83441 2050036,54533 WETLANDS a8 7025 686961.67816 2051695.18326 WETLANDS a77
4910 687998.70818 205005368569 WETLANDS 89 7026 686961.71274 2051694.90544 BANK 13'Wid,
4911 687976.71435 2050087.63842 WETLANDS ai0 7027 686960.96496 2051711.90744 BANK 15'wide
4912 687959.18850 2050122.11125 WETLANDS all 7028 686960.90854 2051711.86220 WETLANDS a7B
4913 087955.94116 2050140.66574 WETLANDS ail 7029 686868.55205 2051763.BSB00 N&RIB
4914 687939.48766 2050192.62232 WETLANDS ai3 7030 686925.59300 20Bi746.96438 WETLANDS a80
4915 687907.78405 2050242,39737 WETLANDS a14 7031 686925.62188 2051739.94907 BANK 15'Wide
4916 687882.19666 2050269.54640 WETLANDS a15 7032 686912.83033 2051769.87855 BANK 14 wide
4917 687039.19734 2050277.31671 WETLANDS ai6 7033 6869!2.78449 2055769.66099 WETLANDS a81
4918 687820.78607 2050278.11787 WETLANDS a17 7034 686900.69010 2051788.16385 WETLANDS a82
4919 687796.05735 2050287.31211 WETLANDS a18 7035 686900.64790 2051788.17451 BANK 15'wide
4920 687767,54790 2050302.90529 WETLANDS Big 7036 686889.40276 2051807.44082 WETLANDS a83
4
4922 687740.36898 921 687743.32280 2050311.38851 N&RIB 7037 686889.28032 2051807,33305 BANK 18'Wide
4923 687717.65083 2050341.70346 WETLANDS a21 7039 686891.13183 2051830.38300 WETLANDSWa64
4924 887688.75774 2050332.09810 WETLANDS a22 7040 686875.50124 2051841.17657 BANK int.
4925 687583.49713 2050389.90301 N&RIB 7041 586876.50073 2051841.17162 WETLANDS a85
4926 687620.58157 2050383.09662 WETLANDS a23 7042 586852.89230 2051831.30708 BANK a86'
4927 687590.87693 2080388.70190 WETLANDS a24 7043 685851.84438 2051836.06843 BANK 6'Wide
4928 687575.78581 2050434.70276 WETLANDS a25 .7044 686822,35263 2051816.80538 WETLANDS a87
4929 687550.19437 2050419.12072 N&RIB 7045 686822.34602 2051616.81396 BANK B'wi.de
4930 687532.92969 2050432.29274 WETLANDS a26 7046 686807.57781 2051768.37003 WETLANDS a88
4931 687514.90434 2050455.25495 WETLANDS a27 7047 686802.69173 2051768.74281 BANK B'wlde
4932 687455.65441 2050479.02460 N&RIB 7048 686783.67946 2051747.68966 BANK 6'Wi4e
4933 687467.20446 2050468.10519 WETLANDS a28 7049 686778.32957 2051725.70169 BANK 4'wide
4934 687438.91777 2050453.24042 WETLANDS a29 7050 686778.32956 2051725.70169 WETLANDS a89
4935 687438.97070 2050488.31831 WETLANDS 830 7051 686767.66192 2051685.06004 WETLANDS a90
4936 687455.60161 2050532,52615 WETLANDS a3i 7052 686765.96972 2051684.90061 BANK 3'wide'
4937 687485.60358 2050556.36112 WETLANDS 932 7053 586761.49653 2051650.28975 WETLANDS a9i
4938 687477.47963 2050590.78358 WETLANDS a33 7054 686756.40686 2051555.09660 BANK 4'wide
4939 687474.76628 2050603.19068 WETLANDS a35 7055 686740.39741 2055745.71805 WETLANDS ai27
4940 687345.13314 2050634.99979 N&RIB 7055 686744.53850 2051621.53826 WETLANDS a92
4941 687433.77214 2050577.14052 WETLANDS a34 7057 586742.27712 2051623,50960 BANK 4'Wide
4942 687503.05005 2050507.18819 WETLANDS a36 7058 686772.06989 2051809.68518 WETLANDS a12Q
4943 687473.71390 2050633.16978 WETLANDS a38 7069 686733.73347 2051801.81578 BANK 4'wide
4944 687518.79990 2050636.32806 WETLANDS a37 7060 686746.70737 2051590.82947 WETLANDS 893
4945 687523.72728 2050660.71046 WETLANDS a39 7061 666761.56026 2051563.01579 WETLANDS a94
4946 687484.66975 2050667.78745 WETLANDS a40 7062 686777.96920 2051832.42111 WETLANDS a129
4947 687464.21814 2050691.43203 WETLANDS a41 7063 686799.03229 2051843.98225 WETLANDS a130
4948 687410.85821 2050662.22272 WETLANDS a42 7064 686835.57136 2051646.91546 WETLANDS al31
4949 687469.40704 2050714.07494 WETLANDS a43 7066 686841.14590 2051864.87293 WETLANDS 8132
4950 687458.31311 2050743.23522. WETLANDS a44 7066 686851.52155 2051884.66663 WETLANDS a133
4951 687495.49807 2050762.11804 WETLANDS a45 7067 686873.49274 2051896.25524 WETLANDS a134 end
4952 6B7455.1829B 2050804,.51127 N&RIB 7066 685725.52794 2051697.30725 WETLANDS a125
4953 687524.02011 2050796.76686 WETLANDS a46 7069 686707.24073 2051648.28517 WETLANDS a125
4954 687521.98935 2050806.46338 WETLANDS 847 7070 686742,.39281 2051548.75291 WETLANDS a95
4955 687484.17573 2050624.00411 WETLANDS a48 7071 685751.97398 2061572.17273 N&RIB
4956 687449.77142 2050840.17249 WETLANDS a49 7072 686629.61447 2051486.42298 WETLANDS 6122
4957 687443.73346 2050891,25531 WETLANDS a50 7073 686566.25260 2051443.86172 WETLANDS a120
4958 687472.99507 2050932.48111 WETLANDS a52 7074 686565.52021 2051463.29728 WETLANDS al'21
4959 .687484.24534 2050960.55628 WETLANDS a53 7075 686717.49352 2061497.44819 WETLANDS a96
4960 687418.07586 2050955.23253 WETLANDS a54 7075 685708.07584 2051448.02995 WETLANDS a97
4961 687404.97030 2051010.33030 WETLANDS a55 7077 686718.69458 2051562.60990 BANK 3'Wide
4962 687403.45343 2051046.11341 WETLANDS a55 7078 685725.85597 2051553.52313 BANK 3'wide
4963 687357.36698 2051070.55267 WETLANDS a57 7079 686727.64617 2051542.17198 BANK 3'wide
4964 687329.43072 2051110.83!82 WETLANDS a5B 7080 686713.99683 2051524.99387 BANK 3'Wide
4965 687296.58986 2051120.13718 WETLANDS a58 7081 686711.69191 2051505.54530 BANK 5'wide
6966 687358.30534 2051165.85439 N&RIB 7062 686710.49000 2051479.05988 BANK 5'wide
6967 687184.18869 2050926.40798 N&RIB 7083 686710.55302 2051426.67976 WETLANDS a9B
6968 687184.19550 2050926.41978 N&RIB 7084 686705.79934 2051359.86163 N&RIB
6969 687358:02966 2051172.97694 BANK 8'wide 7085 686678.88232 2051373.76029 WETLANDS 899
6970 687350.16533 2051174.4920 BANK B'wide 7086 686670.35619 2051328.40854 WETLANDS a100
6871 687328,95291 2051195.75908 BANK 6'wide 7087 686661.57667 2051295.07329 WETLANDS ei01
6972 687319.51115 2051199.38030 BANK 6'wide 7088 686550.47978 2051302.55418 WETLANDS al02
6973 687313.0215 2051214.54564 BANK 6'wide 7089 686642.09262 2051315.16931 WETLANDS a103
6974 687299.83519 2051221.00116 BANK 5-wide 7090 686624.65214 2051323.57726 WETLANDS 6104
6975 687261.08836 2051234.85796 BANK 5'wide 7091 686603.67512 2051321.10875 WETLANDS a105
6976 687261.89354 2051253.64209. BANK 5'wide 7092 686583.89590 2051435.35595 BANK 4'Wide
6977 687241.94490 2051256,83368 BANK 5'wide 7093 586675.55617 2051420.75968 BANK 4'wide
6978 687223.72403 2051278.08480 BANK 6'Wide 7094 686657.59529 2051421.45024 BANK 4'wide
I 6979 687227.69051 2051291.81236 BANK 7'wide 7095 686643.3835! 2051403.39442 BANK 3'wide
6980 687252,49067 2051141.04108 WETLANDS a60 7096 586530.29413 2051425.07319 N&RIB
j 5981 687232.78622 2051191.90894 WETLANDS a6i 7097 686658.43399 2051421.21250 BANK 3'wide
6982 687260.49264 2051249.71286 N&RIB 7098 686642.35158 2651394.24228 BANK 3'wide
6983 687200.38104 2051322.10391. BANK 7'wide 7099 686570.89024 2051826.17061 WETLANDS 8106
6984 687191,37450 2051212.06745 WETLANDS a62 7100 686607.73239 2051337462894 WETLANDS x116
6985 687186.48663 2051330.46665 BANK 7'wide 7101 686591.65308 2051333.61006 WETLANDS a115
6986 687175.39019 2051244.31138 WETLANDS a63 7102 686603.63396 2051368.99536 WETLANDS x117
6987 687112.22139 20B1264.82i49 N&RIB 7103 686537.08222 2051331:40697 WETLANDS a107
6988 687161.47582 2051291.80041 WETLANDS a64 7104 686612.13217 2051394.38985 WETLANDS 8118
6989 687146.09128 2051318.63791 WETLANDS a65 7105 686579.33959. 2051408.42315 WETLANDS aii9
6990 687163.64442 2051357.53937 BANK B'wide 7106 686566.80333 2051442:96677 WETLANDS al20
6991 687168.24527 2051374.95956. BANK 9`wide 7107 686536.62247 205134.0.21617 WETLANDS a114
6992 687131.91699 2051344.14086 WETLANDS a66 7108 686493.95877 2051290.99208 N&RIB
6993 687080.86296 2051417.71496 N&RIB 7109 686604.43667 2051317,62098 WETLANDS 8108
6994 687120.29885 205i372.81427 WETLANDS a67 7110 686507.40474 2051333.94651 WETLANDS a113
6995 687115.67995 2051428.08594 WETLANDS a68 7111 686487.49429 2051304.33883 WETLANDS a109
6996 587104.79410 2051465.24804 WETLANDS a69 7112 686488.01835 2051323.92305 WETLANDS al14
j 6997 687113.71951 2051495.02447 WETLANDS 670 7113 686491.48005 2051277.33930 WETLANDS a110
6998 687055.35798 2051516.05546 WETLANDS a71 7114 686477.60103 2051286.91813 WETLANDS sill
6999 687025.19389 2051564.67845 WETLANDS a72 7115 666512.99764 2051284.81457 TOP DAM
7000 687008.68828 2051600.63097 WETLANDS 973 7116 686556.60512 2051281.54756 TOP DAM
7001 687002.78080 2051638.17408 WETLANDS 874 7117 686605.72378 2051277.19544 .TOP DAM
7002 687136.69106 2051407.57828 BANK 8'wide 7118 686664,55836 2051272.54039 TOP DAM
•7003 687140.20223 2051415.00!13 BANK B'wide 7119 666703.73568 2051268.14043 TOP DAM
7004 687154.97295 20Bi426.67312 BANK B'wide 7120 686751.41926 2051261.89735 TOP DAM
7005 687163.71961 ,2051445.64502 BANK B'wide 7121 686770,96007 2051260.37713 TOP DAM
7006 687149.73965 2051455.67562 BANK 7'wide 7122 686875.37565 2050851.80608 N&RIB
7007 687123.54619 2051490.56481 BANK 7'wide 7123 686993.770132050648.26648&RIB
7008 667105.72937 2051501.31004 BANK 8-Ch 7124 686636.48745 2051351.99656
7009 687078.84876 2051505.31734 BANK 10'Wide 7125 688648.50017 2051330.33902
7010 687055.63401 2051617.01341 BANK 10'Wide 7126 686596.40515 2051327.22584
7011 687046.16629 2051539.57967 BANK 10'wide 7127 685536.29266 2051336.34055
712S 686505.29307 2051323.40657.
7129 586485.53771 2051304.
7130 686484.42967 2051283.34509
73
7131 686948.40943 2051722.1152
1 WETLANDS 879
THIS CERTIFIES THAT THIS COPY OF THIS PLAT IDENTIFIES AS WATERS OF
THE U.S. OR WETLANDS ALL AREAS OF WATERS OF THE U.S.., INCLUDING
WETLANDS, REGULATED PURSUANT TO SECTION 404 OF TH. LSA&. THE PURPOSE OF THIS MAP IS TO SHOW
WATER ACT AS DETERMINED BY THE UNDERSIGNED ON THE DELINEATION OF WETLANDS ON THE
UNLESS THERE IS A CHANGE IN LAW OR OUR PURL 0 T fib; PROPERTY SHOWN. HEREON.. THIS IS NOT
THIS DETERMINATION OF SECTION 404 JURISDIC ETf=

9N A BOUNDARY SURVEY AND DOES NOT MEET
UPON FOR A PERIOD NOT' TO EXCEED FIVE YEA fit{-D~ THE MINIMUM STANDARDS FOR LAND SURVEYS
DETERMINATION WAS MADE UTILIZING THE 198 0~
WETLANDS DELINEATION MANUAL. IN NORTH CAROLINA AS SET FORTH IN
t
NCGS 47-30.
,A n yy' BOUNDARY INFORMATION WAS TAKEN FROM
r"' n MAPS AND DEEDS BY OTHERS.
NAME: NO TITLE SEARCH WAS PERFORMED FOR THIS
TITLE: P~?s' S~ S 4t, 'u SURVEY. OTHER INSTRUMENTS OF RECORD
MAY AFFECT THIS PROPERTY.
DATE: 11 `0'7.00 ~D' c{~OS
a~~ar 70
SHEET 3 OF
SURVEYED BY
BASS, NIXON & XEfk~
, ^ NC ,
B WETLAND DELIN
CONSULTING ENGINEERS EA rroN FOR DRAWN BY
6310 CHAPEL HILL !ROAD POL PROPOSED '
N
SUITE 250 ; CHEOKEU BY HOLLY SPRINGS APARTMENTS -v ,
RALEIGH, NORTH CAROLINA 27607
DATE Hni I Y gPATMMQ WAVr ran t\1 n

I 1 yl
ZONING CONDITIONS #04-REZ-06 PLANNING BOARD RECOMMENDATION : #04-REZ-06
E 1. NO WAIVERS WILL BE REQUESTED FOR THE USE 1. NO WAIVERS WILL BE REQUESTED FOR THE USE
Of ALUMINUM OR VINYL SIO.ING. OF ALUMINUM OR VINYL SIDING.
r Low • / t j • ;
2. ALL BUILDINGS. INCLUDING COMMUNITY BUILDINGI 2• ALL BUILDINGS. INCLUDING COMMUNITY BUILDING. /r / /A <'4
6 SHALL BE CONSTRUCTED USING ALL FIVE (5) OF THE SHALL BE CONSTRUCTED USING ALL FIVE (5) OF THE / \r/'' /
DESIGN AND APPEARANCE REQUIREMENTS. ONLY FOUR (4) DESIGN AND APPEARANCE REQUIREMENTS. ONLY FOUR (4) 5 ew /f
DA o wv t[
ARE REQUIRED. ARE REQUIRED.
3. SHARED ACCESS ALONG THE SOUTHERN PROPERTY LINE
t SHALL BE PROVIDED FOR ADJACENT PROPERTY OWNERS. i / if ,y' i~? - j'
ux
Y EX 7E/."'•1./
_ IT k
A\ ~ z

r j
LU r.
W X'
- - - - - - - - - - - - -
_ _ - - - ~Q x~ W?
HE E
I
E~Y
-PASS
.f ~£Iay
- -
xv i_-.a / _ _ ,i I ' EX solo mnr[•3
FJI/tIM\la:..aotat~yela.._.___.I
O-
w -w xt w-wa-iy~`W tm-W.
r - gg
-
I I ~ \ F Y- w'."~W ~ Ot N
1 I B. d D.W - - - Ir "•"°t+ \ F/ iY~ \\"•VV y nw~w N
O ROBINSON Mal ~
_..w`•w, \\~'-2i •.c lair' Z4y0 0
,
,
I 1 B• 4920 PG. 5 7
,
\ W
VI W
1 ,
° B•.OH 7991 PG 543 I ' / ~I~~.N.w~ ` ~'~""•i ~ ~
/ - - --v=`'r -7v='^'•..•xx. \ _.,j k
PIN: 0658065851 ! i ,
QO ~7S
• 1 i
41
1
X
%
11 ? ~ _
1 I f,~ I III . I , ~ ; ` . ~ _ 1„-z _ ^
1 I
?

i ,
I I 1 ,
r
I

e5
I \11, `
h 1 I ZONING :DLO A L',BUS11iES15I'1 (46 1 'ZOMOIG : LOCAL BUSINESS ILBI
li# E2-061 I / ~#044REZ-06- = _ zl
1 I w _
r-x
I ~ I I , ~ I,'-TUTU ~RC}AL... - - - -Iw-. -r'./
_
SkvNWe 24q S:-
y_
2. 'il nyuyr~ Y I - m~._.. Ear g9TL. ;,.,_•;w rr' , I
1 0 ~m - --°na~L ~ Y i- __~-1___--__'-1 X550,. _ cc
~ 1 w
' I I 1
2
me 002
- e _
C'
v, r X II`` 1
r
4`ZONING ; R-MF75CU a' ,a
SITE DATA a
-Jr _ l `i / , 1 - ' J I - _ ? MULTI-FAMILY AREA : 13.98 ACRES
/ rI` - I ->ti I / I° sti t f-~• / r LOCAL BUSINESS AREA 4.94 ACRES
: o IL
• I
ZONING - A PortionB 6.
r •
0658-07.5417 U
o m
0658
-077808
' I - ~ ?.,q, /,I>, f IS.. 1 J]"--~_'~ PROPOSED USE : Apartments o
i-c Or TOTAL MULI-FAMILY UNITS : 156 Units o Y'
6 _ r ' ' , /'r r .Y-•°!2 i-/ _ DENSITY: 11.7 UnitdAc 2 R
Ilk l
SETBACKS . FRONT - 3030' m f
- 1 I ~~?-e•§8315 SA,o ,i, ~,r%= i~ o .X~
F REAR - 300
L. d E.B. ARNOLD SIDE -
•
, " I / ~rT/' - / INTERIOR YARD : Min.Required Front 81 Rear = 17.8'
r
"
PIN., . 3263 PG. 0658069979 M1n Re ulr Side = 13.6'
8.0.M 984 1 sloe, ' - a
• 1 PG. 68
2
1.5 Sp. Ea 72 Spaces z '
PARKING REQUIRED :48-1 Bdrm.Units _
n• $v«s 76, 7-$.v. Paces
102-2 8drm,Unhs 2 Sp. Ea.= 204 S
/
/ l
1 'i ; ' n, / x', ? • - 38drm. Units Q 3 Sp. Ea.= 16 Spaces
{ ; ; e W y / 6Guest Parkin @ 6% Total = 16 Spaces
i _ . , a o iGMNG : Z-06 q® Club House 10 Sp. per 1,000 SF Pool = 6 Spaces U
,17A - `1ne /Qd?'4 ° #04-REZ-06 ••J, A~~a Total equired Perking Spaces = 318 Spaces F
PARKING PROVIDED 318 Spaces W ¢ u
1 _=i' r, bt _I et - "yt / t ~i. HANDICAPPED PARKING REQUIRED : 8 Spaces J i
{ ,',y HANDICAPPED PARKING PROVIDED : 8 Spaces a a i,
(5 Std. & 3 Van Access) F'• ' r
- • ' _ ! i ' -BGT Q /r OV' DEVELOPED RECREATIONAL OPEN SPACE : Required & Provided = Z
W
\ , I _ _ .tp f (20% of Total Area) - 110,555 S.F.
6q I OED a
z
- 1 ~tIW~'- '1 DOG, -o LU
o a
"C' z
1 ' 11' i• w-t .P: / % /55 'f W 3 ~
E.B. ARNOLD d SHARON GALE\
D B. 9406 PC. 720 o 0~
PIN: 0658162629 = to U 1i
" B.O.M. 1984 PG. 268 Z
- ; 'rye"-~ ? /
T'~$S-•~S[xlaf. S$---SSA ann'p. S ~ ~
" \ / , yJ'S / SXXllrp-Y $Mer IIS~$S~ - XX 1{ CNI G -f y
C ss~ss-_$ _ 0 k:
F fa r~
vnlaar l E 55 ARA 764 PG. HEIRS ems[ S 0 o O
O.B T64 PG. 204
PIN: 0653087066 ~i,fN ~Rv~ 3 Z
r - \ Developer: Engineer: "s~9~•.,CINC,,. o
E OcAOW IIIL SUDDIVI380 \ Boylan Development Company Ban, Nixon and Kennedy, Inc. `wy ~I
/ POI $IE 1 \ 410 N. Boylan Avenue 10405E Upon Mill Road ell ?j
Z®NI ® r R-10 Raleigh, NC 27603 Wake Forest,NC 21587
L \ Telephone :[phone] Telephone [phone] p, r e• LL Q
CENTERLINE OF REEK. \ Fax : [phone] Fax ; 919-5i70-1362 .1 =,a w "E' W U 0 7
[MATES 6 i
THIS LINE AP DR TN 8 \ Contact; Tyler Morris Contact Harry Mitchell, P.E. Oy0 - 2
3,. us w s+o to
CENTERLINE OF EK.IS Q rQ'

ZONING CONDITIONS 404-REZ-06 PLANNING BOARD RECOMMENDATION : #04-REZ-06 x x" Eronyxrle t:
i VS. 1. NO WAIVERS WILL BE REQUESTED fOR THE USE 1. NO WAIVERS WILL BE REQUESTED FOR THE USE
OF ALUMINUM OR VINYL SIDING. OF ALUMINUM OR VINYL SIDING.
2. ALL BUILDINGS, INCLUDING COMMUNITY BUILDING, 2. ALL BUILDINGS, INCLUDING COMMUNITY BUILDING,
SHALL BE CONSTRUCTED USING ALL FIVE (5) OF THE SHALL BE CONSTRUCTED USING ALL FIVE (5) OF THE
} ' - %
DESIGN AND APPEARANCE REQUIREMENTS. ONLY FOUR (4) DESIGN AND APPEARANCE REQUIREMENTS. ONLY FOUR (4)
ARE REQUIRED. ARE REQUIRED.
s,
3. SHARED ACCESS ALONG THE SOUTHERN PROPERTY LINE OA TE
SHALL BE PROVIDED FOR ADJACENT PROPERTY OWNERS.
F r YELLOW SOLID r ,
Z
n
i
i / .i /1
^ o
/ j
r
Z omzu
i
- ..........t" Y ..-'-Inm,
, r V
C. FdIGHW 55 Y- i FENCE Y
ft=-
Y t, PASS

- i - - -
• Er
To .11TE
To ITE
_ -W nl ' II
Ex s r ExIOU \IaJo jblP.. \~1, _ _ 1,`I 0Z 0 C
-W A'-lv
YI
lW-csjYw cif
' 'mo'w--.-w^_ ~sth~w - "~,a ~j\lv~ \ ZJ ~oS ~
` 1 I 8. dD W ROBINSON
0.8. 4920 PG.
B-0-14- 7991 PG 543 \ _ ' ~.r• w w`'~~ •^•"~a.,,\„ -,.M; \ r _ ex° , N0 N' k .
1 PIN: 0656065851 o7o
i I g
,
?
11 ? j§F`
I ~ r
,
I
. 1 al

,
I ,
%
1 I ZONING :DLO ALI6USiNES 1 tie{ / \ -'YD-ZONING :LOCAL BUSINESS I Lel RYO _ -
EY FZ-06__.._
.
%r
• \ „ .TUTU OA(MtR01AL.,-, - .w
-
,

` s 1
% q ; _ ' i °i`i,[M _ ~ J',-na ~ b~ ,°WyA ° 0.21e SF. \ ~ °'1 \ _
EX PP
• ~ ~p ~ f-' -15 ~ - ~ I \ `-..~y,,5~50''_ _ _ _ _ y ` G'/' rx ~ a -n
,
J•u,( r /f ~'~FRRN7 etlkeixg\~ t-_L _ `R7a.' /'-~~i,
w I I ~ r11 - e ( r
ZONING :R•MF-15CUt; ~---w _ _ SITE DATA
MULTI-FAMILY EA 13.38 ACRES z
8 1 Y ' >y ' / , _ I `"?z LOCAL BUSINESS AREA 14.94 ACRE a
ZONING LB & R-MF-I5CU l cL
PIN A Portion 0 0658-07-5181
o p
.r
0658.07-5417 m o
1 a°° l' e cowncTOR - e *I . 066847-1808 `D
PROPOSED USE : Apartments a ,
TOTAL MULF•FAMILY UNITS 156 Units p i
« s Y~ "1 11 / DENSITY: 11.7 UnRdAc z its N..
0PY° , FRONT - 3tl m a
b1~y~1sA'!,° -~r / SETBACKS . m
REAR - 30' m
F F, L. d E. B. ARNO SIDE -30
' 6 8 INTERIOR YARD : Min.Requlred Front & Rear = 17.8' a,
•
D.B. 3263 PG. 6 n.Rqulred Side = 13.61
B.O.M. 1984 PG. 6 e a
2
_ PIN: 0658069974 MI ~WE.- PARKING REQUIRED 48-1 Bdrm.Units @ 1.5 Sp. Ea.= 72 Spaces Z
° , • N9a~. a,. T.-
Space °~E 171.4 F ® 102-2 Bdrm. Units @ 2 Sp. Ea.= 204 Spaces
' / / / Q~® 6 - 38drm. Units @ 3 Sp. Ea.= 18 Spaces O yi
1 ' / ,'ti// I' , ; elonay j~MNO ' R-MF-1 ~••J ®~r Q ~E0® Guest Parking @ 5% Total = 16 Spaces
1nr i ?1A~n. '~,Q '4 °a / M04-REZ-06 Club Home (@? 10 Sp. per 1,000 SF
F ;
Total Required Parking Spaces o- 318 Spaces
°8 PARKING PROVIDED : 31B Specs W of
HANDICAPPED PARKING REQUIRED 8 Spaces ~ Q Z
HANDICAPPED PARKING PROVIDED 8 Spaces
~Qe ~E 15 Std. & 3 Van Access) Q H
- ' __-I_T. - - ! ? = " Bst 2 ! ' 0~'` DEVELOPED I' - _ _ . .µyII G b RECREAT
q IONAL OPEN SPACE : Required & Provided Z ' I !~tpL v (20% ofTotelArea) = 110,555 S.F.a F '
1 6 1~ _p p64, O~ ''ID w
md:
crwee _ - / ' r-=•x '`L I % ~SS -I LU
arm 3'~•..
-I 3 U U
E.B. LL.
ARNOLD d SHARON GALE - ' {~1 ' Z
D.B. 4406 PG. 720 Z PIN: 0658162629= I N k
" B.O.M. 1984 PG, 268
t y ` ,s l~' / j•SS~y SExlax, sauxo- SS~SS-~1'~~•~.
Ls -_::7s
ss~ss-_s CN7~!"j"''•,, o O
i ~o~QQatcssip~(
aeilggs ARA BRIDCEAS HEIRS eF ,ze - 0 N
D•B 764 PG. 204 'sr>: 71W7 z O i
3
PIN: 0658087066
it~ R \ Z
. \ Developer: Engineer: (%-^GIfl o [y~+
f FADW HOD. DDVD DIVIgD® \ Boylan Development Company Bass,Nixon and Kennedy,lnc. we H. ~(I "
DEW G E 9 410 N. Boylan Avenue 10405E Ligon Mill Road aJ4r
a R-10 Raleigh, NC 27603 Wake Forest,NC 27587
®DDD ® \ Telephone . [phone] Telephone [phone] p F r Q
U
\ Fax : [phone] Fax : [phone] -1 ac IIET
w a ?
THIS LINE APP GREEK. S TH 8 Contact ; Tyler Morris Contact :Narry Mitchell, P.E. 1V~0 P .f u° ns N us I-
CENTERL INE OF REEK.
CENTERLINE OF EEK IS 6 \ - cR' xso rI,1 I_'~'
PRfIPFR7Y I IuF 24D

PLANNING BOARD RECOMMENDATION : #04-REZ-06 sxWx E - % E onsx li
ZONING CONDITIONS ; 404-AEZ-06 y
1. NO WAIVERS WILL BE REQUESTED FOR THE USE 1. NO WAIVERS WILL BE REQUESTED FOR THE USE I 1 }
t OF ALUMINUM OR VINYL SIDING. OF ALUMINUM OR VINYL SIDING.
A
2, ALL BUILDINGS. INCLUDING COMMUNITY BUILDING. 2. ALL BUILDINGS, INCLUDING COMMUNITY BUILDING. YLLDW \
_\`11 M
SHALL BE CONSTRUCTED USING ALL FIVE (5) OF THE SHALL BE CONSTRUCTED USING ALL FIVE (5) OF THE
DESIGN AND APPEARANCE REQUIREMENTS. ONLY FOUR (4) DESIGN AND APPEARANCE REQUIREMENTS. ONLY FOUR (4)
ARE REQUIRED. ARE REQUIRED. e
3. SHARED ACCESS ALONG THE SOUTHERN PROPERTY LINE U Wx tE
SHALL BE PROVIDED FOR ADJACENT PROPERTY OWNERS, ,G
fi IrE / 1 1 ' t?S
/ ? NNN '
IT
Y LL
~'„•..~\,\N .1' Ex Mil U
f
s
-
-
, ~ SLE YE OV UlW 0 F i~
,

YELLOW Z rqlttz;
F
.

• .----.r. _ _
94 19 C. M1GHW ,Y 55 ~Y-PASS xF Y(~~:r
f_-_::
-~-y_-
,
z +
Z aWg n", W
PP 7
-tr~----'- rn II ,1, Q I:
° Ex10t11q~K-.xptWf~lpl
,
J
- 7:z
B: S& D.W. ROBINSON a= jz
P - ? a \oi } xD D fi
5 1 I
w' 4W
l B.O.M. 1991 PG IS W OW
PID.NB: . 4920 PG. 5
o . \1
593 - _ w~' -^,,,.~\'~•.~„"`*.M•.,. D QDm~ ~ u
° 065806 58065851
o I ,
I I
o ,
f
R
• ' r ! III
y6-
]5
1 I I ZONING :ItO AL`,BUSINES 11,61 c-~'ZONIF~G : LOCAL-BUSINESS I LBI
` _
tRE
a09 RE&6s
~I
I ^FUTUR~OtIt,MERO4AL--
1
4 \ 1 I ' I + , v , ` pln. 3PDA/ 021636'
I
./a , EX PP \
r
3 _
,
- 1 o i r, hPROxreneaxls, I I\ _ -v-- _ `qZ_ - - - / z
, ww
1 00? I~ I i s ACX -r'T
~ 1 r t ~!j = I SITE DATA
5 1 ' \ NING : R-MF-I5CU i
J = - _ - -
£ ~ v I "--i' ~ try - o

r
Q
13.38 ACRES
MULTI-FAMILY AREA z
LOCAL BUSINESS AREA : 4.94 ACRES o J
ZONING
PIN A Portion of 0658-07-5181 0 o W
,
,
0658-07-5411 m F- roo
i
DDwLOroR' 0658-07-1808 y
Y 1 , I _ `j4 , i'.u- PROPOSED USE : Apartments
TOTAL MULE-FAMILY UNITS : 156 Units
i .i - ' 9 / / 11.7 URHs/Ac i
DENSRY:
0 1~ /'I yl FRONT - 8g' m SIDE - m a
r~ y i- _ REAR - 30' 'm
f F.L. d E.B. ARNOLD , ;a s.
` INTERIOR YARD : MIn.Required Front& Rear= 17.8' .p
mt~, ®Q1D
D.B. 3263 PG. 6 MIn.Required Side = 13.6'
B.O.M. 19( 4 PG. 266 a,'
PIN: 0658069974 eLOC. / % o reppa >r~.v~veet,~•- e~D PARKING REQUIRED 48-1 Bdrm.Units @ 7b Sp. Ea.= 72 Spaces X,
~ z
Sppce +6,1s7.9.F, 102-2 Bdrm. Units @ 2 Sp. Ea.= 204 Spaces o
6 - 98drm, Units @ 3 Sp. Ea.= 18 Spec.. ~;±I.
1 } , \ ; ' ar,car jtSNING : R-hiF16C ®E~y E~ Gueat Puking @ 5% Total = 16 Spaces
#04-REZ-06 e, flub House @ 10 Sp. per 1,000 SF Pool = B Spaces k
1 ryn _ -1ep ,,Qdy4_ - J ? Total Required Parking Spaces 318 Spaces
PARKING PROVIDED = 318 Spa "a l
` --'-'r'~i' .-,r , : i{' 1 / HANDICAPPED PARKING REQUIRED 6 Spaces J z
- - '-1' ' - / HANDICAPPED PARKING PROVIDED : B Spaces
15 Std. 6 3 Van A ceu) Q f' 4
_-i - f B~>r~Qc_ 0~ DEVELOPED RECREATIONAL OPEN SPACE : Required & Provided Z P,.
_ i _ 4M I ~P f (20% of Total Area) = 110,555 S.F. d Q f !"N LLI
yA Y~4-_ ~o 55 '0 1- Z
W SWy[ a z
'tTy ~ ~ J 3 O
9 E.B. ARNOLD d SHARON GALE t• Mr\ _ / 4/ Z Z
D. B, 9406 PC 720 I - _ • J j ie
a O
PIN: 0658162629 - - m U
%
B.O.M. 1984 PG. 268 m ~'---ss--
C
Sj.gS SExlet. SpRI}pWy3 Llns SS-"- Of
^kl
ss -ss -ss ~CAR~lj. = O
eE' CS :
r s
rerlmps „l 55 ARA BRIDGERS HEIRS iE
SEk mE O
3 Z I:.
PIN70658087066 / 11071 J-z
j
` - Developer Engineer: yr O
F PAM HH. SURIDIV0810 \ Boylan Development Company Base, Nixon and Kennedy, Inc.
/ j 410 N. Boylan Avenue 10405E Ligon Mill Road &
PH SE 4
$®ND ® r R.90 Raleigh, NC 27603 Wake Forest, NC 27587
\ Telephone : [phone] Telephone [phone] p a
E Fax : [phone] Fax : [phone] A - scxE a fEET yFj Z
THIS LINE AP OXIMATES TH 8 0
I W u.
13 Contact: Tyler Mori- Contact: Harry Mitchell, P.E. \Gr, 0 / up eo N U
/
CENTERLINE OF REEK -
.
CENTERr INE OF EEK ~ wp

_ _

. , Oi`,5 Bass, N~xnn & Ker: , ~k --c .'es its common la'r^~ r..t~p~rright and rthcr fro, sr!y r, hts in i~~ese n!ans. These !ans are nat ?a b re r~ducn h n,n nr ^ in i ~ f rm mann r ~,.rh~+.~ „ r. nnr , r th ~ 'n ~ . ^ t ~ ~ + ~ ~ ~ a
f~ `t ~ e p . d. c a u~d . ..ap , d a y o or e .a ~oe,e a e ~ e l b_ a~_« ccf a any t"t~rd dart} ,~rihoGt f,rs. obta,n~r~ the ex~resed ~ntten ,~erm~s(on end r,~~;:,enl on =7141 ccY ,sen; cf Rass, Nixon & Kennedy, Inc.

i ~ ~ I

j i
~'c r 1 -i----
( i ~ ~ ~ i r
( ~ ti~ ~ _ ( i~ ~ t - ; i
~b~ ~ ~ i 1
Y' ~ i i 1 1 ~ a ~ i ~ . I i % ~ {
to 1 ~ I ! ~ ~ ~
~ 07 ~ A A ' ~'ti r ` y t I

/ 1 , ~ y ~ ` i _ _ _ Vi
~ ~ ~ ti ' - ~ ~A ~ f / ~ r

~ ~ 1R, - - _ ~ i ' I
"...1~~ A ~
~ I ~ r _ ~ '
1 i ~ - .1. ~ ~ ~ r r
1 ` , t _ ~ _ ~ , i
~ ~ ~ I~ I ~ f' ~ ~ ~ _
~ ~ I ~ , 1 l
~ / J ~ , ~ "i7~1 ~ t i
l
~ ' i
1! ~r i I 1 ~ ~ ~~'1"`~ I
` 1 ~ . , _
1 ' I I r 1 1.
ill 1 '>~....1 1 i i 1
~ 1, , ,1 . , , ~ ~ . r ~ , ~ i .t ~ a ~ • (w i i !
m _ ~ -,-r 1, ~ 1. -r._._ _ _ 1:, ~ Y
< _ i
- ` CA rr
/ ( l~f I ` ~ ~ n V ~ ~ ~ V~~~ T
1 ~ t.
y, ,
~ r
~ I I \ .1. ~ " \ ~ i r i
' ` J } r _
, , i S , ~ ~ 5 ~ , 1, 1 i ~ ~ ~ i ~ Y i ~ ~ , ,4 ~ _ i N - ~ ~''Ly;::.; ~ ~ ~ -per ,y ~ _ _ ~ k d; y ,~i ~ ~ i ~ ~ I ~ 1 -~7 ' ~
~ i . • I t. M ~ ,
_ , } ~ rte(' `at ~i ~ ~i ~ ~ 4, ~ i
~ ~ ~ 117' A ~ Z~'. 1"ow7i ~ ! I I i , , } ~ 'n 4 IM..~ , i ~ . ~ ~ it
I ~ ~ Y' .11~. ~ 1 ~~:=lli - '+t-lj r- ; ~ Iti;; ; 1, ~ - (1~ r ~ 1L-~-~~. _I~ , r ~ '1 ~ -r-' -i~l~,i '1~1-t-~. ,o
'1 ~1~ ~ 4~~ ~ A ~ 4 '~~-~'---~~~d r~ I I i I i I ~ ~ i I l.~ ~ i i ~ 'ti`i 1 ~I ~ ~ f
1
~ I
~ ~ ~ ~ i ~ ~ f'1'..~.- ~ ~ . ~
- - i i' ~ ! jt ~ ~ ~ -.E 7 ~ =gin _ I I•) ~T ~ i ( : .i ~ i_ 1
I\ I~ W I t 1 ~ 1 ~

~ I f nip l ~ ~ 1P i I ~ \ \ I. i 1 I 1 I l - , (1 ~ ~ ~ '
~ r II ~ ~ 4 ~ 'r ~ 1 ' V I ~ ~ Y. .r H ~ q.~.»r T"~-:-...~+, ~ ~ ~ ~ ~ i ~~'l~ I„UP 1 ! ~ i ~ ~ , ~ t-..-- .p 'sc ''fit ~ ~ e;; ~ (
, j (I,~ l ~1 ' 11 ~ ` __',I ~ ~ ~ _ ~ , ,~,re-.,::.-tea i a~T*~r. 1 j / ~fl~~~~~ 1 _ : \ ~ II M,l I I~ :i l1-1-t M~ - T, J~ ~ - i,' I Il Ali i
1 I I 0{M ~ i I 11V---FFF r - ~ 4 : ~ ~ ~ :
t ~ , l 1 , l I l ~ 1` (I 4~ , ~i d 1 `t ` - ~:a- r'~~i-~ ~ ,~y5, J j,~ 1! I , _ _ . I _ r 17- : ~ : , ~ ~ I . ___a
A 1 ~ i ' I 1'~ ~i 1 I ~ I it I ~ +!i ~ 1 ~ ±.r i~ I i ! 1/ t 1
1 1
- , a
f ~ ~ .a Sti3LVM ~ t ~ ~ ~ ~ _y , ',,Y ~ ~ r r~. 1 g ~ 43~ g1fl 1 r ~ r 1 1 _ .'i ~ l~ z~~ i r ~ - ~ i (1~,li f ~ I .I
Q ~ 1 li ~ ~ ~ - _ ~ ~-ti..i 1 1 , i ~I
i
t
,
~ ' , fl _ _

~l'i { y lip 11
-i ~ t ~ ~ ~ JU ! ~ ~ 1 ~ti _ - - , ~ ~ ? ~ ,:,1 0 - ~ 7
< ,1,l~,,, ~ : 111 - _ ~ ~ ~ 1 i
~ ~ ~ y : _ ~ ..,,fit { i~ ~ ~~n 1 ~ . } . , I . ~ ~ ' 1 - -'w ~~Q. _ ._1,~ ~ ~ ~ Ij G _ ~J_„~ll ti ~ 1' 1 f ~ i 1 ~ ~ 1 ,
: , ~ ~ q1 ~r.,..- , ~~'(t. ~ i~ I.-rte+i~
I ~
} + ~ ~ a '~t , ~ ~ .
li 1 r r" ~q. I! i~ ~1 I ~ ~ ~ ~I, Y ~ '11 r .d ~ 1 , ~ i ~ ~ ~ _ ~ .
~t i "1 ~ ~ 4
, ~ ~ ~ ~L.. I r ~'a ~ i ` ~ Id ~ 1 i~
~ ~ ~ ' ~ 1'
! ~i ~ ~ A: r ail ~ ~ ~i 06 0~1'' 1 ~1 ~',,t 1-~' ( ~ it
1 - ~V f ~ ~ ~ I I ' ~ ~ 1 n('r ~1 ~ f 7 j~l i I I
v ~ ~ ~ . i i
7 ~ I 1': ' l ~ , I r, ~i ~ ~ i ~ ~ ~ •,i \ 7'
l` 1 ~ 1 ~ i . r ~ l ; ~ r, , ~,1 ' ~ ~I

1 ~ 1 1~ 1 ~ i ~ ~ ~ ~ 1' e ~ ~i' , r ~ r' ~ I I' 1 I r ' 1, / I
~ ~ ~ ~ 1 ~r , 4~,1 ~ 1 ! f ( ~ ^ : f I ~t: r ~ ij 1 ~ 1. I ~ ~ I I ~ ~ ' ~ ~ 1 ~ ~ 'a~ I r l ~ I Sli i r ' ~ ! ` I 1 ~j , ~ ~ t
f I f ~ ~ ~ t ( : hb:~ i 4 ~ 1 ~ / I ~ ( h . ( 'f 1 ! 1 ~ f. .r r J ~ !~1 i~ ~ ~1~ I ~ I I I:
I ~ ~ I ~ ri k,. f 'j ~ ~ r ~ f i , _ ~ - I: ,i - I - _ ~ i
l z ` ~ ~ _ I. ~ '1 ~1

r 1 ~~i 1' ~ ~~r. , 'I~ . r~' I i' r ( 1 ~ f r I i i~ 1; 1 ~ 1
1 ~ 11 jI 4 ~ i~ t l I. r~ ~ / _ ` ~ N~ ~ I~.( ~ ~ fir'. i ~ 1 j'r t / ~ I~ I 'I
1 l , f : I f. ~ ~ I'i:
( I ~ ~ i ~ r I ~~r t 1 i' u 1 1 1 ~''1~ I :i ril , ~ ' ~ r I,,',.. ~ ~ r 'lI ~ ~ ! ~ i ~ ~ ~ ~'ll !
1 ( ~ ~ ~ I~ I'~ I ' ,I 1
i~ ~ / ~ r ~ l~ i~ ~ :~E. ~ t~~ ~ 't ~ ~~L/l. I~^~'-1' 1'~~1' i( ~ L" ~i~~l ti ~I~. ~ ~ ~1'
` 1 ~ l ' ~ I r ~~~ll~ ~ i ! r ~ ~ i ~ r'' il.~ I ~ 1~ ~ I ~ ~ ;1 1rr i;
1 ~ ~ { I ~ , , 4r I ~,~rl ~ i.. ~ ! i ( ~;~'n " ,hr " t ' Ih ~ j ~ 1
r I l li r i ~ i ~j r. ~l ~ ~1i ~I ~ ! ~~r 1 r~ ~ I 'll r~;~'~
\ I ;r ~ ~ : 1 M ~ I n 1 1 ;i iW~~ r r~ 4 1 I
I. , , ~ , . ? tJ I t i r
~ / , ~ r f1, f~t 11 r ~ . ~ i ~ 1'.1 ~ I~ t ~ 1 I, i
, .r ~ y. ~ _ ~1 it t 1..1 L; L. ~ ~ ~~i.r ~ ~ t ~\d ~ 1
r , - ~ ~ y
j ~ ~ ~I`~ ~ j ~ I I.p,t ~!rl~ ,'i' 1, ~ ~
. ~ ~ r i ~r ~ -rlk ,l~l I~ ;I 1~ I ~ ,~;~1 rir ~ r ~ ~ i ~ ~1~~~ t ~l i ri 'r T~I r, ~ , ~1 ~ ~ ~ I' ~ ~ I ' I~ ` f; ~ ~ 1 4~~ .i. I-t r '1 ~ r j I 1 t ,~1~ i ~ r 11~,'~','I ~
,r 1,~, 'r~ ~r~~~ ! ..,tA~,' 1 1' ~ r ~ al~....p, ~ ; ~ , ,j,_1 i I ~ I ~ r ~ `l ~
~ Cn L C A ~ i ~ 7 f i, ,t ~r ~ r ~ t`~`, '~y' ~ ~ jl k I ? I~~ ~ f 'r
! ~ ~ ~ i i I I 1 `~r~ l 1~` ~ I I 1 J 1 r , t Ir I p ~ /r 1 ~ II ,~I ~ ,
\ 1 cd 1 A ~ \ S_ 1 I . r. ~ ~ r I e I 4 ,
V ~ I ~ ;1 Y
_ _ \ t ~ 'r i 1 ~ i I ~
~ ~ ; ~ t i ~ ~ I ' I ) ~ ° v,{ ~r' ~ I` { ~ ~ i 1 S
~ ~ ~ 1' y Ir I 1% ~ X 1 1 .,r ~ ~ I ~ ~ r _ ~ '1 1
0 C1 CR ,AWN .a 1 ~ ~ ,~~i _ .'fr, ;i i / 1 ~ 1! 1 11 ~ ,A1 p _ _ ~1~~
I , ~ ~ ~ , , ~ ~ ~ ~ ~ , t~ i .1 ~ i ~ ~ ~ I ~ _ r1 ~ ~ ' l~r~'' ~ ~ i i
~ , .L...._.__._-'

_ ~ _ r _ - ~ , ~r i / I ~ . •ws~rK°'~
i r 1. 1, _r~...--,T~
D ~ ~ i v i v 00 OD ? 01 ~ ~ r ~l ~ i I ~ ~ r l'~ ~ ~ ~ ~ .ww''_''3 ` <G.."'• ~ 1 i ~ I
I I I ~ ~ , . ~ ~ - P,~.,,. -
~ 1 I r, I i l ~ _ ~ ~ ~ ~ J ~ ~ ~ ~ 4' Fit="=~- r;~. :~=t' ~ ;1 J' Q_.-__
- 1.-- ~ _ 1-~ ~ ~ 1 ~~.I ~ r r-: ~ , ~
f _ ;r,,r x,11'' ~ y ~ 1r / i f' ~ ~
1 1
i ~ ~ ~ ~,r U ,I.. i- t ~1 ~ 1~
1 ~ ~ ,~,,),.<<~ , , . ~1, ~ ~,,y ~ r~~ `rte r ~rA ~ t
~ ~ , r: \`1
i,, 1 1` ~ 1 ~
- ' `
, sa' ~ ' ~ ~ , '~1~ ,G~ ~ 7~ ~ 't; ~ `0,
~ _ ~ ~ 1 / \
~
~ r ~
~ ~ / / / ~
i i r /`I- ,
N N j/ ~ I N 0 0 Z
4,7 Z Z ~ ! 1 h" ;r
rn m ~ ~ r ,
N ~ ,

r r rn m
N Z N N Z
O ~ N O O ~
~ ~ 2 2

- ~ ~ ~
cn p ~ O O p
-I D -I
_ _ ~ ~

~ A O N D
O ~ o o ~ N N o
m ~ N m

i

SHEET 05343 6-27-05 5JB & JS
BA NIX N K E N ED IN JOB N0. DATE DRAWN BY ~
N LTI N E IN E ER ¦
WETLAND PLANNED UNIT DEVELOPMENT 6310 CHAPEL HILL ROAD,SUITE 250, RALEIGH, NORTH CAROLINA 27607
OF IMAPCT MAP TELEPHONE: [phone] ( } 22, FAX: [phone] ( ) N0. DATE DESCRIPTION •10405E LIGON MILL ROAD, WAKE FOREST, NORTH CAROLINA 27587
g TOWN OF HOLLY SPRINGS, WAKE COUNTY, NORTH CAROLINA , SCALE, 1 -100 REVISIONS TELEPHONE: (919}851-4422, FAX: [phone]

PRELIMINARY -NOT FOR CONSTRUCTION

_ _ _

F :w n r arm the 'o be assln^ed to any third pa ~ritho~t first obta;ninp the expressed writte~~n ~1~erml~sinn nl7d cansent of 8 c a K nned Inc. exnressh reSen~es Its commas la>r~ cop`~noht end ath~r property nghts in these plans. Those plans are no?'~ be reproduced, changod or copied in a~~ny ,arm or manner v~hatsoe~ a ~ Y ~ ~Y 1_rJCS Bass, Nixon & e y1 t , . d,r1 consent of F3ass, Nixon $ Kennccfv, Inc.

i

I , -7
, ~ i l
w i \ ~ ~
n, r ~ \ , y. i ) y -
~ i I ~I-----' _ . - ~ 1 i'~.,,.~ j I 1 ,
x r zn A j ~ I ~ j \ i / I \ ~ i I ~ ~ i I ~I ~ ~ - i

~ I A r . ~ W i ' ~ ; ~ i ~ I I

~ f f
r- ~ ; ~ ~ i
r ' / 1 ~ I
/ _ ~ ~ ~
/ ~ ~ ~ ~ _ ~ . 1

~ I r

~ l ~ ~ ' _ --'.L j ~ l '~I ~ ~ ~ . ; ~ ~ ~ ~ , . I I I II ~l~y ~ ~ 1
I --IqF ~ f , ,U_ ~,I Y f ~ I~
1 i><~~ Gyp I -'fr ~ ~,I' ~ ~ / ( ~ I I ~
r _ ~ I i
~ I I ~ ( _ _ i - '
I I ~ ~ ~ I, , ~ , t i r
I , . ,
~ ~ i ~ r _ _ _ r ~ . - , . ~ / _ ~ y 1
_ _ _ ~ r I v 1 ~ , , y 1 t1
I ~ ~ - ~j -.1 11 I I L n4_ r_ it 7. ~ 1 J,
-
. ~ 1 ` I 1 r' r,ti , ai r ~ 1
N I~ti ~ C,, .a ~ k ii - . ~ _ _ ~ ~ 1. ,j,,t , y ~ _ i Cx, p ~`w ,kf~ i 1 1 ~ I ~ ~ ~ f i t ~ _ - cRw.•~',,.7`^ b ~ "A ~ ~~rw. ~ 'Y`~7~ fr r 7
i
~ ~ p - t_ -~"--`'°ta. - \ ^,1. ~ it \ _ I - \ i
tTi ~ ~ ~ I ~ I ! .rl' `-'s~,..~-+:'r~ ~ 'ice ~~;1 ~ r i i ~
~ „ ~ ~ ~ I 1 'i,l I' ~ 1 ~ ~I ~ I ~ h~. 1 II 1 - `sa:;' 1'•~., ( \ ' ' i
, 1~1 ~ 1,,~.1 1, III ~ ,I I'J1 ~ r r~ ~
I~, ~ ,1~,, ~ II ~;I i ~ ,1;
1 ~ \ ~ ~ _ _ - t ~ ~ ~ U. 11 ~ -
r.~.._ t Iii r 1 ] j I 1 ~ i• I I ilrJ„" ~ r
~ I r 1 I - - I A 1 ~ ~wr. 7~ f~ I l li
, _ I 1 ~ , I
( I ~ ~ I~_1--}-~ +~~'I n.v' ~ ~ V I 1~i TI ~~'"i ~I ~ ..'V' ~ I V Y ~ ~_1 ~ ~ ~ V _ ~ ~r I I I f 'J-1-1 _rrp~- -I'~ I I I ~ I, ~I• ~ ! ~ ~ % ~ ..y, i

- ~ .I >t-, , ~ ~~5~ ~ , I~ ,I ! ~ 1 \ i III'-iKJ ~ 111 ._.~>i I ~ gl~l1,%i~~lr',~ ~I " i j 'I I~ ~~~~':,~i''ll i i I ~ 1 1~ 1 I I l _J_ ~ I I ~ I I I -h , r~ I, I I i I, 1
~ i I 1.1 ~I ;I it"~, ~.,_.__~~I I; _ ~ti1:~::.~.. I, I ~ IY- I .J v r .
I ~ i I r - ; 1. ~ ! I ~ I. ,.fi, ~ t ~ - ~ _ "'1111 '
I I I

..1 ~ ~ 9 ~ i~. ~ 1 ~ v,tRl ~ , ~ I , ~ i \ _ I , ~ I , „ \ ~ I I I . ~ ~.i J 1 i
I t.... I tl 1 I I ~ - fj
i ~ fir I , i , ~ ~ ~ .I, .I+ ~ , , I',!8 , r, :'I f. ~ t P ! ~ I~I -V' i f' t ~~~L,cc, fez '4 P~ l I~ j~ ~ ~ ! aMi~1,' \ ir_ i ~ ::v a w.,,,.. ° 'ter . H~''~'t 7 ! i` i ~ ~ III. I) 4 I u~ I ~ ~ ~ _r+r"I ~ i ,~1;,
. ~ li I'll 11 ~TI 'LI ,~~--I y~ "Y ,I I ,~Il ~ C , ~ , . / ~ r i ~ n I o . ~II ~ ~
O ~ ` ' ~ ~ 'W,, h1 ~ . ~ ~ ,r 1, 11er1~ l ~ I fi i . i ~ ry ~ ~u . f,` II I ~ . - T _ , ~ . ,1 ~ ~ a~ . , 11 ~ I ~ , I ~ I ~ r, 1+
i L. I I r« I _a I' I ~ i ! 1I I~1,1~~1 1~1~I ~ r ~II ~ +G ~?E , I I I y ~ ~I I 1
1 11
irl _ h +~I ~ ~ ~ I ~ 'i ~ I ,i ~ ~ _ ~ V•. ,I ~ ~i ~I . t _ 1 ~ v', _ ~ j 711.
--4_ n `'w V f ~ ~3~j~~~M 1~A , I 1 ~ y'~ 'nyt ~ T fib. ~ 1 I y ai ~ j I ! ~f ~ ~,~-1_i 1 ~ ' I f i `~If - i i ~
G I `-P 't~ I n 'I ~ i ~ ~ ,I 1 I ~ - 43 ~55`~ Imo' l~i~ V~ r~, . , - I 1, I ,;..r..l ~ 1 I l J II i
ga~L6~ ~ 1' ~ ~a-- P %f, ! ~ 03 ~ < < ..~y~ ~ 'I ~ a , ~ h , y I ~ - II~ ti ,0~ o ` i I , ~-K `.d ] ..w I ~ o, ~ - J ,l~'---_,_:~ ~J + r jf p ~ ~r 1
_ ~ ~ a - x-.;, _...-rt-, ~-r 1, i I ~ ~,~1 I '1 ~ x ~ , . ' OJT , 1
l~, - ~ ~ ~ , %Y~ I .l
I v ~ ~ ~y _ ! ~ 1 _ ~ i ~ ~ 1 I I

N I ~ - ~h ~i ~ V ~
b I ~ ~ 1. i ' 1 ~ ~ _ ~ ,I~ ~ ~ 1V A f.
11~ ~ ~ y ~ ~ V - '~'~J `-s-r' I A t I ti i, ~ I ,~i' ~ / . 1
. V' V 1 _ _ ..J.~ I 1 'YI '~~ll ~ I :I ~'I~ f 1 1 Jl ll, I -1- I ~ / - ~I ~ i I
' ~ ~ ws. ~ I ; li: I _ y ~ ~ a i ~ I, - f t ,ri t i I w..., , i ~ I I Y
~ ~ ~ 1 I i, I ~ 1~ l.,' k L )~I ~ ~ a ~ro~ ~ , ~ ~~i y, ~ II'i `
c I _ ~ ;1 ,1 ,j~,' P tip.
' I I ~ I', i } t ~ 1, ~ ~ ' I ~ I , ' ~ I I I I j ''1 r. r,` I
!V 'i.~' ~ r~1\. i' ' !I ~ 1'' '1~ r1 1 ~ II'
~ 1 ~ ~ 1' ? / ( ' ' 11~
n A /~,~71", ~ ~ I ~ ~ ~ I , V ~ 1~ 1 , /~~"11J~ ~ 1 ; I ~ ~ I; I 1I
r ~ ;~le, . I n•'~ ,III ~
~ 1 ~ r i f '1 ri I I \ 1 ~ ~ ~ J ,r y II ~ I „I I
' ~~Y i ~'j ~ r ~ ~ r'I I', Ii II NI I,
f 1 \ I I, ~i , t ~ I ~
~ I "~r r. ,I ~ `;a_ 4. I ~ r I
1 ~ ~ l : ~ 1. i ' ~ I ~ 1 ~ l x ~ 1r. I ~
i i . C I ~ ~ ~ ~ ~ ~ I ~ 11 I~j/ IJ~ I.., / / I
1 ~ it 1/I i ~I ~ ~ ~ 1 I I ~ I I I.. I ',~I / ~ i ~ I ~%I II,-..._, r ! ~ I 'I y' ~-7 ~i ~
~ ~ , ; I ,r 1, I-- !f I ; r,
1 I r { - r', I r I I ~ J 7~ , ~Il' ri'1. I ~ 1~~~ , ~ M ~ I 1~I ~ r 15, I ~ - ~~1 I f I'. I ~d 'IX Iii' I
~ , ~ ! ~ i ~ ~ V` ~ ~ ~ ti ~ ~1.6 I ~-i ~ t I 1 i f. ! ~ 1 ~ I~ II r!~ 1{
I ~ ~ ~ ~F:.!''I I U. ,Ili' ~ I ~I' 1 I ~11 I V ~
i~ ' , 1 I 1.t I 'I 1 ~ ~ 1. I , ~ I 1 ~ i, ~I i I I
r ~1 f "I ~ ~ Ir r' { I I. )I l~ ~~6 - ~111tI I 'I ~ I. J ~ I 1
1 I ~ ~ ~ i 1. I 41. i I . I ' ~ ~ ~ ~ I I~ 11'I / ~ ! l , I I I , I j t !1 ~ ~ ~ ~ 141 ~ ~~'ll I
~ , i 1~ I! .1 ~ f t ~ I j,'i..' I I ~ ~ f~ i I' I~ ~ v `1 - I l i I I I I~ R I I~ ~ I,
i t ; rI i .!.1111. ~ ~1;~. 1'il ~ 11'1-. I~.! I ~ I' LI, ,111 ~i I, l6 ~ I'
r: Ij~~ 14 ~ ; r / ~ ~ i~ ~ f i ~ I~~ ~1'li~ I i~ ~ i I i Q ~ ~,y... --iL I ~ I ~ '.1
r ' p._.. ~ 1 ~ ~ ,i', 1,. ' _ ~ i~' i' 1
r I ; j _ ,
~ r ~ i ~ ~ ~ ~ Y i

i ~ 't, ~ ~ ~ I1. 1 1 ~~'t ~ ~ 7 I 11'1 1 e, . • v. ~ ~ ~ , 1. I ~

~ - ~ r _ - ~ ~ . ~ ~ I ~ ~ i r 1~ ~ i '~1 ~ ~I ~ ~ ;1 A l ~ I `gip -I ' ~ I ',I I i' i ~ 1 , t / ~ ~ ~ + j', i, I I i I ~.lt~ ~ 1 ~ i ill, 1'. ~ ~ ~

~ V : i~ _ ~ .1 ' i. ~ -i ' r I'~ r j i ~ iii h 1 `~1,'~~tl r ~ r" t J ~ ~ it ,i, 1 r i l,~ ~ E 1 I ~ 11, ~ 1
~ "1':,y. ` `tip ~ ~ I t't _h ~ I { r, i `l i A ~ i1~ y ~ 1. ~
1. , ~ ~ r f i 4 ~ 1~

i
,r~. ~ ~ ~ v i

~ ~ ~ a i ,ti ~ ~ d,_.___. _1..
0 01 UI A W N r ~ ~ ~ ~ ~ ~ ~ ! i ~,1 . ~ I~ti ~ ~ t , r_ l ~ l ~ ' r,~ l . ~ ; ~ ~ 111 ,i

1 ti i ~ % i ~ ~ ' V~
I - ~ _ .1--~ ~
, W ~ i t ~ / ~ ~ ...^"'T I ,.r ~ _r~.
._---`f ~ ~ i ~ ~ ' / i ~ d .r i i ~ ..s'`~,,,.~
i. ~ J i ~ ~r i / ~1 i ~ ~ i. I ~ I I ,
- F~
I ti, - ~ ~ ~ ~ ~ 1 ~ ~ ~ C,.~ ~ ~ `iii, ~ 1 ' ~ ~`1; /
n { t ~ I ~ 1 ply I~~ ~ ',1 7 ~i `;~r~: ~y.-/ i ~ 1 y k ~ r ;r r
1 ~ ~ ~ ~~r~3 s ~ .,,.r:. 1 ~ `4., i v t~ ' 11 ~ ! 1~ r~ ~ ti, t h ~ , ~ , r_. ~ ~ 1, r ~ t , 1 `
~ ~ ~ 1. ly[y~ A~ ~

i'(. ~ ~ i ~l'•--?-~ if i I ~ ~ , ~ ,.yr? A ~ 1 `~a \ '.~i ~~11
1 l l i , , ~ .
' 1 ,
t ~ i~ ` ~ 1 ( ~ - - r ~ 1 ~
~ l ~ ~ ~ ~ ~ ~ ~ I 1 l / % =Yr \ ~ i
; , ~ ~
~ ~ ~

i / ~ ~ i i~ , t ,
i/ ~ /
N N I , fA O O Z ~ r' i; ~
~ r ~ , W Z Z W i, .
rn m ~ l ~ ~ N r;,,, /

r r rn m
N Z N N Z
O ~ N O O ~ -i ,
2 ~ I

.p ~
~ ~ O O ~
D ~ In =
~

o N ~ o o
o ~ o ° ~ N N o
~ ~ ~

05343 6-27-05 SJB & JS I N N K NNEDY NIX & E A B SHEET ~
R JOB N0, DATE DRAWN BY I R TIN E NEE L N
WETLAND •6310 CHAPEL HILL ROAD,SUITE 250, RALEIGH, NORTH CAROLINA 27607 ~ -
PLANNED UNIT DEVELOPMENT ~ 1MAPCT MAP TELEPHONE: (919}951-4422, FAX: [phone]
of N0. DATE DESCRIPTION 10405E LIGON MILL ROAD, WAKE FOREST, NORTH CAROLINA 27587
g TOWN OF HOLLY SPRINGS, WAKE COUNTY, NORTH .CAROLINA SCALE. 1" =100' REVISIONS TELEPHONE: [phone], FAX: [phone]
Y -NOT FOR CONSTRUCTION
PRELIMINAR

_ _

x r -sled ~rvritten pecmi=s ion =nt~ consent of ~ r I h ~ I r not !a be re roduced, chanced or copied in any dorm or manner wha!soe4er> na~ are they to be assi~n~d to any third pa+t} without first abtalning the e p e ,n cnnsen', of Bass, Nixon f~ Kennedy, Inc.
r?~(~S ~a,~s, N~xan & Kennedy, Inn. exores~iy rese!ves its comman law ca,ra~,ri~ht and ether property rights in the.~e pans. T~ e,~e ~-ans a e p

~ i ,
1~
i 1 i. , 1 { ~ ~ _,y_ ' ~ ,
Er~ f r I
` ~ ~ ~ l t ~
~ ~ ~ i I !f y ` 1
i i -fir ~ 1 1 \ ~ ~ ~
i
' { i i f
~ ~ ,
f
1~ ~ / _
I i ~ -.A _ ~ ~ i

~ , s,~~` ~ , ' k- ~ ~ - - f
1. - ~ i ` - ~ °p' 1 I'
i r r

y I ~ ~ I ~I ~~~i-C._ ~ i tit ~ ~ 1 / _ ~ I
ti` fiw ~ I i
1 I ~ .t i,~ } f
r ' _ --I 1 \ ~ 1 l
J ~ ~ ~
~ ti_. r ~ I ~ • ~
t, r - ~ I . ~ • ~
~ I_ r' ne~.~~n' w~: LL I r 1 i ~ ~ ~j
r~ ~ i t 1 ~ ~ r_,., _ _ ~ ~..r~..(. ~ y
f 7"! k r r _ _ _ . , , i l
/ ~ ,
~.,-,-,y.. ~ ~ ~ ~.,~~s , . r 1 r
. . I 'yi ~1 X11 ( Y ~ i _ ~T _ .il ~ 1 ~ ~ ' I I 1 ~ ~ - _ _ ~ I ~
r
_ i ~ k, r ~ \ I _ t _ . _
I ;
;
XI' ~ ~ i !~i I `I ~ rte.. ~ I \ ~
y ~ ~
.~I y ~ \ ~ 11. . I, ,aY 1j ~ ~ i ~.i ~ \ ~ ~y., . _ ~A;` ' 1 y 17f ~ 1
11~ ~ ll II ~~1 ~~L~ E~L''~ 'l:hl. ~I V \ ~ ~ r ~ _ "
y I Ip [tb t 'ern I i ~ i ~ _ ' --t ~'t ~ 1~. I ~t .t ~ ~I R l~ i I, "`I `>I I, i _ 1 1 S h ~1 r ~i I '1 _
{ ~ _ ~ t I ~ ~ ' _ ~ I' ' Ili 1~ r 1 ,i~ - o~ ~ ~ ~ 1 t r ! i~
j ill' \I~.~, i~'~` ~ ~~-~~0~ I~~;I I II,I ~ ~ g _
I , 'i.A Y' l A~ I I'"I~ I r- - ~ t-~- ~ ~ f ~1 rig ~ A f I , ~I' u.l-~-,<- ~'+~I); - , r ~ 1!, ~j 1 ,~,~;-ref. -1 .u 1.v ~ ~ J
~I _ I~ ~9 ~ ~I ~ -~1 - a 1~ I i I I 1 I ~ ~ i .i 1 A ~i i I ~V } I I ? ~ 1 I i I, 4~ ~ ~ ,

I I I ~ , . t.•~ r t~ ~ 1 (
1. I ~ ~ 1 r- 1 ~ 1''~ ~ I I i _~_1
I I t - ~ ~I' ~ _ . , _L ~ 9
! I I I y~~ 0. ~ ~t. I ~ 1 ~ r
. 1 ~ ! ~ f 7 ~ _ ~ - - - ~,i I ~ I I
~..r _ ~ ~ f t,I~ } I 4y4MJ~ ~ t•- ~ _ ,.h~". .r~. m-.1„ I ~ ~,r ~-f-`'~~ I ail l~~rG I
,i I F I 1 1 i~ ~ is F. ~ a ~1. l~ . I r ~ J I ~ ,tr ~
~ t~, I~~ I,~ ~~~,d., r~~ ti~~~ I !lN I~ ; n "
. ~
I t ~fI hit; II ~I~" ~-:c.3~+r,; ~r~ e l
i ~ ( ~ ' I I ~ ~ I I I Ir i t _ t, t 1 ~ ~ 1 JI f if 11 ) ~ i ~ I ,I 1 ~ k ~ ~ { f i -~.'a: i it ~ r 1 i
I V I~. ~k 1~ !I° 1 ~ r I , 1 ~ ~ . ~ ~ ~ ' I i
\ II ~ r I i ' i .i
~dM ~ ~ , ~_.~r. st.+ y ~ w ~ \ for i r..t~f ~i't-L-I ~ I~ 9 ii'~_ II f Sb~ I , , r I _ y1 ~ i ! ..L ~ f J 1 FI 1 [ i , T•, - t j ~ _ ~ a r ~ 55`10 1 1~ I I , c,. I ~ i., - I /
8 ~ j 1 t
n ~ 4C\ / ? tip. 1 ` ~ ~ i ~ ~ J- 1 - ~ h ~ Cr ~ ~ r~' ~ ~ 1 t ~ `a,' ~ ~ I ~ I 't T ~f I• 111"-~~~ ~ i i ~i I
1. ~ ) _ ~ M _ 1 ~ ~ n ~ ~ - , ; ' i I c I f _ l I t l -a- ~ _ 1. _ t
_ . _
r~ ~ _ _ I I ~ I 8 ~ t r 4 ( I

, ~ I t ~~U I
u.. ~~l r' ' i' ~ ~ I - x ~ ~ ~ i
c~ rs~ , II~ I ll .i ' ~ ~ ~ ~ - ~ < I ~ ~ c; l _ ~ -~r•~ r ~ ~ I
- / Y t, I~ V - 1 `I ~ iI i/ _ ~ 1 ~~~r~J. ~ f~ ~~1~ ~I ~ i
~ e 4~ i ~ , ~ ~ 1" r. a I ' , ~ If, Iii
_ Id a i t' , ~ ~ ',I ~ ~ ~ •1 I ~ , 1 f I~

y I Ir~l , ~ Ott i I ! t t t J I ! ~ ~ i~~ 11 li
i\ V~~t ~'t i ~ ~ V ! ~ ~.t I ~,I ' I~I I ~ rl r i, ~ f ti ~ I I
1 ~ 1 ' r t t~ i-1 t ~ i j~,i 1 1'• t It g
~ ((~~v\71a"~ i ~ ~ I~ t lei 11, r ro' ~ I y '.1 t ! I IP i"1
~ 4 ' y 1 1 1 l
~ , y , iV • ,
~ ` ( `t i 'y t , 111J: ~ / J .-r" Y" ! y ~I • it i ~ 7 i ~ t t: r, e ,j• Ali
r I~ • ~ ~ 'y ~ I ~ i . ',a. ~ ~ t~~
.r ~ f i I I ~ ' i ~ it V I~ f I
1 ~ f i; ~ti ~ d , 'I l ~
I f f ~ ~
i r." R ! ri J ~ I f l f "r'~ ! l _ ,T ! 1 i
i ~ ~ I ( i 4 I. ~ I 1: • ~
r I I r , I I I ~ 1 n 13 I ~I, T.ly ~ ~1 I, - I
i ~ ~ t ~ I . r _ t r, ? ~t.. . ~iI ~ i r I' I 'I~ I~'
~ t ~ r~ 1 y~ / ~l Ili 1 ~l
i i (I 1 J ~~I ~ t~ ; II ~ 1 i Itl~ I ; ~ ~ ~ ! ~ ( i j~ ; 1 ~ c y y l I ~ , j ~ 1 1 I ''J 'i
_ ~ ~ ~ ~ ~ ~ ~f wa ~i i ~ 1:: ~ J1 ~ j J "1 I ~f C~ f ~f ~ j T". 5 1 ! r. ~i ~f j - ~n I ~ ~ ~ i ~ 1 ~I' y,~ 111 1
i ~1 ~ ~j ~ ~I A ~ )1 _ ~ I~ ~ I~ I Y r 't~ 1~'I~
If ! ! ~ ~ ; ~ .~I I ~I , I f ~ ~ i ' ~ + 'I air . ~ , I I ~ ' ! II ~ ~ k •ly ~i I. t
I f E i i, i ~ I L I li , t'~~ I I 1
r ~ ~ i ~ ~ ~ ,iii y i l a y~ I - f i ~ ~ ~ ~ } t l j. ~ ,I i 1 ~ ,
r 1 r , I. I 1 i ~ Ei n ~ l ~ ~ ,~;lri 1, j ~
h ~ ~ } ~ t , I ~ j ~ i i r I~ , ~ ~ ~ ~r I I ICI ~ ~ ~ i~~ I ~ ~ ~ ~ it ~~~~~i
i h~ 1,~ t l 11 I
r ~ 1 1 ' ~ i. ~ 7 } ~1 ~ l' i'~ ' `b~ ` W l... ,r.. ~ i. 1,
~ 1 ` ~f II I'I It -r~ 1 1 i. ~ '~'~l t't_.I. ~ 1 ~ I ~ ~ ~ I,, , ~ r r r ~ t It ~ t•~; { ~ I 1 ~ L, , r, ~
` / I', } 1 I, I i t i t~ } \ r ' I ~ l ~ , i It 1'i j t I . I, _ ~ ~ t t 1 5 } i l y ' 7 ~ ~ ~ f. 1, 1 S1 r.l. ~ S
~ I~ ~ ~ I 1 ' mod' ~r'~~ -~'-1~~' 11 ; I ' ~,l~a. 1 ~ F~. 1 1 ~ ~ I ' i~l 1. 1 ~ ~ p, ' 1; ~ y I 1', i 1tl, I
„ ~ , ! 1 , 1 ~ I - t~~ 't I l~' ~I /a,,. ~ ',r,~ l_ ~ 1 ,
'~I j i~ i 1 1 l ~Ir~' ~ ~ '~,1~ ~ ~ti > > Ai 'i t i. ~ ~ 1; I 1 ~ t; .u ~ ' ~ ' I ' J i , ; 1~ ~ ~I~ r
r ~ 1 1,~, ' 1. ~ -r 1 f j 1 1 ~ 1 ~ , ~ A ~+I
- 1 f' ~hV ~r.i . ~,cil.~ ~l 11 ,l, I ~ S ~r ~ ~ i ~1. i t 7. ; 1 ~ ~ 1
~ ~ n C`AS' . r~ 1 , r ! t~ ~S 1 1 i t 1~ ~ t ~ t r , i ~ h i 4 I~ Ott I 5 ~ ~
~ 1 1 I 11, ` ~ r- ~ ' 1~ ~ I 4 r A ,1. ~ 1,'
C I r i , I~ , A',~ ~ v rs. ~ .t . % ~ ~ I A ~~11`~ , I 1 ' ~ p. t , ~

1 ~ ~ ~ i / ~ / 1
' ~ ~ I S a ~ / I l,- ~ 1 1 ~ ~ 't i ~S ~ ~ i 1
~ ~ ~ ~ t ~ ~ ~ ~ ~ , _ ~ ~ , ; y ~ ~ ; t ,r
1 , , t r r ~ /
~i / ~ / i / X11 ~ ~i , ~ - t ~ ~ ~ l : tir
I ~ _ g r / r I ~ / i r~ S~ I.! r ~
/ _ ..N ~ i i r ! 1_

N n r ~ 1 ~ ~ 1. ~ i t
o0 0o A to w j ~ ' ~ i ~ l % - , l
~K ~ 4,
{ , ~ ~ ~ ; r ~ I 't i ~ A~1 i n
_ 4 .,k' ` 1 ~ V rn'a q ~ ~ ~ ~ I 1
I r Jg S i ~p~S 6 t ~ ~ ''~r~'•- :K~~ ~J'~ 1,A ~ ~ ~ `.ice t~
j 1 ~ ~ rlri lr 1~'r, r, 1', ~1`. ~,r.."„/~ i S~`. S ~ I i I /'r z 'fir%l,,,r.(n% ~L ~,,~~m.-'. %r~`
~ Ill l '~i11~(~' ~r r.. _ ,i' ~ ' ~ V ~ ~,S ff l~. ~ , Via=°-,~' ' ~ ~ 1 I
I i' S1j~ I~~'~, r. r -C%r...~i ~ ~~1 ~r 1 1 1 ~,1'~ ~ ~{-~yr~ ~ ~
l ,i~ ~ ~Ar l ~ ~ ~ ; ~ u1i' ~ ~ ~ ~ v ~1'~ ~ ,
/ r ~ / 1 ~ l ( ~ ~ ~ t f »
f ~ / i~ j'7 ~ ~ r ~r 1 I / \ ;

i ~ ~ 1 ~ / i ~
~ / ~ ~ ~ ;,r
1 f
1 ~ / N N ~ ~ , •li; Vii`
(n 0 0 z ~ ; ; , t 1 r '
~ Z Z Q7 ~ I ~ / m m
N rl li; ,

r ~
m m
N Z N N Z O ~ N o ~ ~ ,
~ ~ ~
_ ~ S

- S .p cn cn ~ o o ~
D
=n =
~ -I

~ N ~
o ~ o 0 70 0 0
N ~ ~
~ ~ m

- 7-05 SJB & JS I N 6z Y ED 43 N 053 E N & IX N A B
SHEET JOB N0. DATE DRAWN BY ER E iN TIN L N ~

TLAN D '6310 CHAPEL HILL ROAD,SUITE 250, RALEIGH, NORTH CAROLINA 27607 WE
NNED UNIT DEVELOPMENT TELEPHONE: [phone], FAX: [phone] PLA MAPCT MAP I EST NORTH GAROLINA 27587 OF N0. DATE DESCRIPTION •10405E LIGON MILL ROAD, WAKE FOR ,
WN OF HOLLY SPRINGS, WAKE CQUNTY, NORTH CAROLINA L ; 1" =100' REVISIONS TELEPHONE: [phone], FAX: [phone] g TO SCA E

ARY -NOT FOR CONSTRUCTION PRELIMIN
s

U

~ ~ N ~ I PLAN VIEW
c C I N I ~ y~ I
Y ~ d1 i T DIL T NSTALL lE1fl AND FLU91 PIPE DR DITCH ~ D ) MTH NATURAL CROUtA
G b OUTLET A A
x Z
~ ~ _ ~ i
m ~ ~ I
v.- - _ , 0 w
~ _ I i ~ a SQUARE PREFpWED / ( , E SOOVA HOLE (PSH)
rn - I C __-t~ li - (RP RAP M BASIN NOT I SHONN FOR CLARITY) D NA
~ _ _ V _'I T
_
C , `i 0 ~ „ x ,
N ~ I~ ~ SECTION A-A _ „I
E ~ ~ _ j PPE OR DITCN r0 ~S i, r ~ OUTLET ~ !'D
m ~ a T _ l ~ I ~ ~ ~ ~ X PSRN 3^4' ~
~ _ ` ~ _ _ _ m _ ~ ~ ~ R ND ~
- _ c~ I". I _ Z _ - -tr _ ~ , _ - Pon RAP NTH nlex ~ ~ N
~ , . b I -az ~ Z , i ~ n
N ~ d~ _ ~ _ " _ , _ J N Q ~ o
~ a ~ _ _ _ . _ N - f \ ~ Jac.-_. PREFORMED SCOUR HOLE ~ - ~ ~ r - ~ U
I ~ ~ _ ~
~ ; ~ / \ V 'r ; ~ ~ Pik. 'I f /(S i ff7 ~ ~ / , a~N 6~ ~~5'L ~ / ~ ~ z _ ~ ~ W o - Wz ; t ~ ~ p , ~ . dD N
C 1 ~ ~ Oa 5 f ~ ~ ~ , , - ~ / 0 / /q aM, , - ~ ~ ~ =0~)O~ . - ~
" ~ I _ i ~ , N ~ 9 ~ ~ / ~ ~ , / , C3 ro . , ~ -
fl ~ ~ 7 l " u ~ ' ~ ~ ~ J _ ~ , _ z wr~a a ~ J _ 40wU)
N I ~ - - ~ r - I ~ _ _ - _ ~ ~ n ~ ` A
" ~ _ E '-~--~~r^. - - Noy-_,_ ~
I ~ ~ - ~ r v ~ ~ W w~~~
F° ! ~ ~ I, ~ i ~ ~ " ~ , ~~Q~ way--~--- _ ~ ~
r , . ~ I ~ ~ ~ I - - ~ c F\ N N _ >
a f - ~ , 1~ / ~ ~ ~ ~ i I„ " > Q , ~ ~ ~ ~ _ ~ , e-i ~ w V~ ~ N N D N ' y ~ Q ~1 A~AV ~A ~ 7 Q ~ ~ ~j
W - ~ I ~ ~ ~ ~ ~ ~ ~ ~ ~ r . r I ~ ~ I - .l , ~ f~ r r
~ , i i ~ Mc , ~ , " ~ ~ i ~ t 1 s _ ,~.P~, ~ X : ~ ~ A V~ ~ ..J.-.
k J n_ i ' I ~ ~ ~ f r i i ~ ( / / ON i ' i ~ ' - c~ \ _ _ - = 0) m
~ ~ - ~ r ; ~ ~ I ~ ~ a - T;\ ..Z~, - a - ~ _ti, = ~ _ h a15 r
~ ~ i ; , i ~ ~-r--„ z ~ I , ~ ~ ~ i O ~ , . F ~ _ ~ A 4. Z ' ~
~ ~ , ~ - - „i, i ~ i ~ , N , ~ ~ I ~ V~ ~J~ 1 q Aa~
K, ~ i i m a; ~ L ; , i, ~ _ _ . ~ ~ . .,.5, _ ,
~ - r ~ ~ _ ~ . ~ ~ / s`'o~ ~ ~ ~ ? .I use / ~i ~ i ~ I I ; ~ ~ ' , I - ~ . _ ~ ~ ~ r. ~ ti ~ - ~ , . a w o w _ , - ~ - - . y,~~ ~ _ _ - Lwow
_ 2 o 4- --1-i s i ~ ; ~ . . ~ r - _ - _ i ~ r, r
i I - - ~ ~ J - _ r
f ` _t i - ~ I - - ,
C ~ I v. I, ~ CAEEN ~ I I ~ ~ ~ ~ , ~ _ . I ~ k.---~ nr ~ ~ , ~ _ i I ~ ~ ~
- a ~ r ~ ~ i t ; f ~ ; I A . ' ~ { ~ ~ .._y_
, , ~ ~ ~ i, e ~ 'I ~ ~'J( ~ - I - - , r ~ ~ . e ' I, _ ~ ~ , ~ 1 ~
a _ 4-{.~ _ ~ ~ I . ,l 4 ~ Y..._. ~ - - 4 _ ~ ~ ~ --1..._ - i i , 7 ~ _ _ _ _
_ y- _ y ~ , 4. _ , 4\ i / . ,'_y - _ x - f-'- ~ ie ~ ~
r. l ~ i / ~i r ' ~ \ ~ - z:,, i i ~ ~ ~
i 4, I~ ~ _ V'-; ~ ~ ~ J r i- ~ ems h~; I I I ~ ~ F I~~ Y / ~ ~ _ ~ \ ~ - V ~ ~ Z
c ~ ~ ~ _ ~ ~ 1 - '+me~ ~4w.v ~ nuo I ~n,ee I ~e ~ ~eo~~ - ~ - 1 Ji 1~ 190 die Jl 1)AJ I ~ .r ' - ~ l n M1 I ~ ~ } uam ~ ~..oK=. . ~ Z O
- II _ I, `r'~ ~ , eft ~ _i-_. .r ~ - i _ - ~ t ~ 0cn ~ ~ ~ ` F- -
_ _ / J. ~ ~ 8 ~ZO Sf a 1 ~ / ~ _ + ` a a W ~ a ~ - ~ \ ~
_ / ` ~ ~ o 0 ~ ' i- A~ % Vi
„ ~ - ,.,L ~ F -r - 1 ~ ~ ` i ~ PRE;FORIv~ED SCOUR HOLE o
~ l ~ ~ ~ ~ , _ ~ x ~ ~ -0 ' - / 1', ~ wo ! ~/,f~ t~~' ~I a+ i f: e t:~ ~ it a ~aeM' I \ (SEE DETAl1) _
U f. i 1 l. a 7 1 -7 ~ 1, ~ a - ~ Q10=9.57 CFA w
U / Iii 4T.61 I'h60 ~'i ' - _ _ ~ 1~-. ~ I ~ f~~~ ,8`4.5,
_ s 1 i ' V ~ ~ ~ ereo aoy „yo- am w.a +,ear l • " ~ ~ 2 ~ " 0 B.D.M,1895 PGJ052 , ~ ~ I NAG ~ t,0.0 LLL ltd y{,116JJ I ~ Po,B ~ ~ u¢ui ~ tld. a J5~,0.v IIY.01-0Y,0 t ~ _L.. ~ ~ I ~ ~i I; - I ~ D=1.0
. I - , , ~ r I ON W=4. 1 v PRE-FORMED SCOUR HOLE ! 1St _ I, A
c - - - , _ _ - . ,r- , ~ ~ ~ r ~ {SE - .c ~ ~ ~ / _ ~ _ _ -v - I ' ~~t,l A d-0.5 vARIABL ~ SEE DETAIL ~ ~ ~ S ~ MATERIAL Z
i L EL SPR ADER I _ ~ _ . _ ~ _ _ _ - . , _ . - _ _ _ -9.97 4DER ~ ~E ~ ~ Q10=9.97 CFS ~ ~~PSE ~ .8 ~ ; STAPLED
10 S T 1 ~ ,...v_..-- o, _ _ << - i r ~ ~ I , a ~ LENGTH=13 FI1CFS _ 6=4.5' ~~~P . ~ - - IN ~ FI1CFS _ ~~E N~ , PLACE m
l ' i r . ~ - = q,~ i ~ D ~ _ ~ _ ~ " " j S x 1 LF=129LF 9 97CF D-1.0 ~_._-._-.-r 1 EXISTING EXISTING _F=129LF _ ~ ~P~ ; ~ " ~ GROUND GROUND m ~
a , ; o ` , ` - y ~ - _ , DoE ~ ~n {SEE D ETAI " ~ ) - W-4.~ - ~ ~ 3
~ i~ 'iq' I . i i. ~ LAKE' ~ / t~ I ~ i - w, ~ U>'FER 4 ~ - r- ,y ~ d= .5'l % ~ V ~ ~ ! Q~t\ VARIABLE O
_ ~ ~1 ~P 9' ~ ~ j ~ ~ ~ ~ .a. ~ ~ ~ ~ aGU~ ~ ~ I ~ Q
0 ~ r ~ ~ ~ - 1 ; , n Y _ - ~ _ r D ~ ° ~ ~ ~ NORTH AMERI AN R LEVEL LIP Z > v~.--~~ _ I C G EEN a
" , C / ! ~ _ ~ , _ ~ . ' a. ~ ~ ~ - T ` ~ r OF 6° STONE ~ W Q ~ ! ~ o .,350 LINER OR APPROVED ~ ~
r ~ ~ ~ . ~ ' SPREADER LINING MIN. J ; - EQUAL TO BE INSTALLED ON N Q U _ z ' ' ~ ALL DISTURBED AREAS I ~ ~ d ~ ~ ~ W
i - ~ ~ ~ ~ ~ ~ DOWNSTREAM GF LEVEL Q o
` ~ SPREADER I__-, N ~ II
~ - ~ ~ ~ c ~IR HILLS _ _ I
~ I _ ~ , g ~ PH U$D VISION _ ~ N a ZQ ASL 1 'PRE FORMED SCOUR HOLES {3) I - 7 I . ~J
~ _ - c~~~''`o, NIN ~ Z W ~ J _1 i ~ m a
~ SSA Y ~ ~ °rN ~ ~ ' R 10 {SPE DETAIL) m wAY ~ / 1 ms~~~ ~ ~ a > ~ / I ~ ~ omo ' Q10=1 1 CFS PER SCOUR HOLE
~ ~ ~ 1 ~ I ~ TOT L Qfi0=32.13 CFS _ ~ N
N ~ / I, _ ~ B 4.5 ~ ~ / ~ ~ I ! ~ ~ D~`1.0' ~
c f ~ ~ 1 ! _ f ~ 1 I ~ _ ~
~ -fi i i 1~1-4,0 l L ~ ~ ~ ~ ~ ~ - r i ~ { _
r~ ~ PRE-FORME ~ SCOUR HOLE I ~ ~ d-0.5' ~ ~ ~ P i -
~ (SEE DETAIL), ~ / - 1 i j` 1 -1 4 CF Q 0 0.6 S F` T, -
a , o , 8=4,5' ~ SS WETLAND IMPACT i
a ~ NB1 IMPACT AREA AREA S.F. -
I ~ I 1 i V ~ W-4.0 gg f' 1 639
0 1 1 / =0.5 I `l 2 594
C / m v ~ SS 3 42
r 55 ~ SB1 ~ z 4 82 J
~ a ~ 5 871 p ~ ~ 6 1454 Q
8 ~ SS TOTAL 3 682 0.08 AG ~ v
~ ~ ~ ) Z (n =
BUFFER IMPACT 0 ~ -
o E o F- LENGTH WIDTH AREA N Z
E 0 U U N
to L ~ ~ NB1 c~ Z ~
N
N 2 ~ ~ ~ F- ZONE1 0 60 1200SF a ~ ~
N N I ~ ~ Z ZONE2 20 40 800SF ~
N J O J
N N o U
Q x t STREAM IMPACT ~
U o - LENGTH WIDTH AREA ~
C
N ~ ~ ~ SB1 20 5 100SF
C C N c 0
FESS~a
5LAL _ IL
GRAPHIC SCALE X0 x 2 • 23072 = Q
,00 0 50 100 200 400
ro m
W - rr,,r~urMl~u~„a W L' r J room
( IN FEET a } 0 I W
N 1 inch = 100 ft, U N

` ,ass, Nixon $ Kennedy, tnc.
4~S?i ~.1'..JS= ~1' .c `Jiltten il£f'Tli`~:r~,i.^.rl ir1~ C'?~~a
~ , ~ ~ Toned to ,an third party without first odtainin~ tt~e expressed . ~ ~ ^o~led in any form or manner whatsoever, nor are t. ~.e ~ ~a b.. ~.~s Y
7=ans. These pans are not to he repro~i,ced, chancod n~ ~ t ~ , r~ ~,I` reserves its common law cap°;r~~aht and other prop~'~y rights In the_e t
r?005 ~~ss, N!xnn Ker•~ner.y, Inc. k.x,~.e~. ~

~ _ - ' ~ r \ ~j I - -

h _ v ~ i ` i -`y - ~
i ,
~ r ~1 I ~ i }
- zr _ ~ i 1 ~ i s ~''v ~ h ! - - i 'h ~ _ ; ~
~ I ~ '
1 ~ 1 r ~ r - ~l1! ~
~ i ~ \ ~ ~ ~ ~ a~ , ~ ~ I

~ Y / j t i
i ~ ~ , ~ ~ / ~V ~ r i
~ J ~ v s~ 1 ,

~ - \
1 ~ ~ ~ _ ~ ~ ~ ` -
_ i

r \ i ; ~ 1 ti ~ I _1 a ~ I ~ ~ . I
I ~ ~ ! - 1i>t~~ ~ ~ ,yam"„ ~ ~I . _ _ _ - ~ i
, , , r ~ - ~
, - .
t .w _ , ~ ~ ~ ~
. . 1 ; ;1 ; ~ ; ~ ~ ~ _ ~r"~ na~'anmW!u ~+~na via iru I I ~ ~ ~ - --f I ;
r-~ _ ~ ~ ~ 1 ~ ~ ~ 1 ~ 1 '
- ~ 1 l~ ~ r ~ . , . ~ - ~o i
I~Pl - 1 1 - 1 ~ 1
j .t _ _ " ' ' 'II I f ~ Jul I j 1. " - ' ~ ;
_ _ t - ~ ` - _ r I t
. " _ ' r1 y ~ ~ ~ y~. ~ r'~~ r la wki - i ~ 1~'~~ ~ 1~. ~ -'~.L~- - ~iiril' i

, ~t ~ C• I -.,rte- ~S I \ I , ,
- t 1 t 1
t A ~ ~ti~ ) 1~ A I \ ~ ~ _ i
I _ " ~ _ _

1 ~ ~ ~ ! 'f~ - ~ ~ ~~I ~ I i t ~ - z ~ / I I i __r I~ 1 ~ ~ ~ , I i ~_I ~ Fl. ~`V I
tit,.. 6 ..Y'~ ~ r I I ~ t , j, Y ~ I ~1 i I 1 1

I it °1~ 1 Y - I
I I ~ ' "~7!-~ ~ ~ 11 ~ ~ ! ~ I, ~ I ~.....rT~~' ~ 1 ~i t! ~ u ~ i r ~ ~`r ~i i ',~-7, I ~ I -4- ~y ~,I ! I i ~ ~ , i ~ , i ~ ~ 1 j q ~ I '1 1 ~j I i i l , l ~ ~ ~ i ~ tl ~ y I ; ~ I 4 , , ~ ~ \ ~ ~ ,
~1~ ,1 _ ' i ~ ~ , ~ ; r-; ~ Is r~fi~ fi .r~ I 1~ I _
r-
I I I ~ I~1+~-~-F ~li~ II" :j i _r . L. ~ -_li.y,~"~. I ~ I j~ _ ~ ~ --~I I " P' ~ ~ / - I + i

n,; , ~'R w ~ ~ 1 ~ _ ~ ~I~~ j I _ I'~~.~ ~ r ~ 'I ~ j ~i
~ , r~ G ~~~1 1 I ~ ~ ~ ~ ~ ~ ,r ~ n.l ~ ~i, 1 i1 , ~ !
~ ~ ~ - ti
~ ~i~l`, ~ ~ j' ~ ~ - ~ ~ t r..~ I ~ -~t~ ~ 'if !fit ~ , I, t 1 1 rt - I
i , Iii ~ err ~"~,v ~ ~ , . it I +E I , n t I
_ ~ i I' l i , ~ , r t_. - ~ I _ ~ j' _~r .1. ~ ' -
A I s' ~ ~ - I ~ , ~ - - r-- - - ~i, .I - ,
i
~ , .Iii , ~ r , ~ , lr ; ~ I I ~ ~ ~ 'r- t~ , ~ i i I ' ~ ~ "i ~ N , , / I~ i' \ ~ r
V~ i R I a ~ ~ ~ ~ ~ ~ ~ I i
~9 ~ ~ 1 ~ 1. L 1, ~ T ~'1 < ,r ~ z vi r ~ ! t ~ ~ ~ ~ r ~ i ,i ~ I i ~ ,
d ;1 r - - } f D3 5,16 ~ c ~ , ( ~ [ 9' f ^ ~ % ~ . ~ ~ I `''y I 1 ti
tan y, 8 ass a h ~ ~ ' 1 ~ ~ ~ ~ ' ti

_ - ~ ~ 1 ~ ~ ~ ~ , ~ , ~
8 C~ z ~ 1. ~ -r = . _ . ~ I ~ n. ~
~ is ~ , / , , _..3. ~ ; _ ~ - 'I ~ ~ n N i I, ~ r t tit I h
~ - r; ' L~ ~ , . ~ N f ~ V - C ~',,i. i''~ V - .fir i i ~ ~ - ~ I
~ - ,
< M - ` r ~ ~ ~ , }I ~ ~ I
~ , - f
~ ,:P ~r'~ I III ~ ~ , ~ . y . ~ I I ' I~ ~,I i ~ ~ i ~
- ~ ,4 ; ~t 't ~ III I I~ , I ~
~ c 1 - , ~ 1 ~ ~ r f
r ti:~, ' ~ ~r ,,r: / v r. :v ~ ~ ~I ~,i ~ bl' it
r! i r ~
~ j 0 A, i 1 ~.r'~

f ~ ~ a~ > ~~1 ' ` , pry' , ' ~ ~ ~ w~ ~ ~i ,
~ , , ~ , 'y' ti il',I~i ~V ~r ~ ..r.t , 1~:r ~ ~ ,r ~ ~il i i 1~ ~ ~ `I I I
I ~i 1 t ` f 11 \ r~ V ~'I I ' ' 'I i)' li r~
} A ,r ~ r ~ I ~ ~ i i ~ I
/ I % ~ ~ ~ ~ ~ I
I r' r r, ~ + ~ ~ ~ ~ i ~ i
I ' i h
~ ~ i r. _ I 'y ' ! ! .i~ i i ~ .y, ~ I j~ ~i i ~ t I l ~ } ~ t f ~ .
l l ~ ~ n I, - , ~ I ~
I i _ _ _ ~ I I 1 ~ ~ 'J' ~ ~ 9•" it I ~ 1 I'. I
~ ( - ~ I ~ i I/ r I I 'l 111 /VI I i I I ~ i •I~ r l r~ '1 r i t , ~I '
! ~ ~I ~ , ',I ~i i ~ I j { n ~ r I` ~ ~I
J ~ _ h , ~ ~ ~i ~ ~ ~ ~ ~ I . I I ~ 1 i + 'I i '9 I ~ ~l, I r I I j % Ir 4 r --I ~ ~ i, ~ ~,h ~I i iI - ~ ~ I ~r fl I ~ - A 1 J' ~ i I
1 r Si ~ ~ ~ ~ ~ ~ IN 1~. ,,1 I ~ 1'. ~ 1 ~I~i II Ir ' ~ i i 1~1 q',...;r ,

r .r r f I f, r,.;._' r { I;f. ~ I' { - (i ~ a II 1
, ( ~A,1 / i ~ I „ ~ ~ it i i~ ~~l ~.:L.....r. ~ ~ , }~i 1~ i li; '
i l l
i ~ ~ ~ ~ I..~,~~,li.;'~4 ~~i 1' I~I',~I~I, ~(I~ 'll ,,1~;1 ~ 7 I 1 I, 1 I n 1 i ~ ~ I ~ l 1 ~ ~ ~ !r , ~ r, ,i ~ gill 1 ~ i I ~ I pit ~ i 1
~ ~ i ~ i ~ , 'I~ } 1 d , I ~ t .1 I t ~ I ' r ( n' 1
/ ~ I ~ I', 1 ; i ' 1 f~. + i rte. _ W ~ }r. ( I ,S;\''', t, ''T. r r ~

~ i 1 i I. I'. f~ ~ ~ , Sl ~ i I ~ j , 1 % 'I I ~ ti'i ~ I 1' ~ i ~ 1 1 ) ~ ~ I ~ I~ "~4 4 ~ 11 ` , ~ i t ~ ~ i ,
~ _ 1 - ~ , i f w, ti t 1 ~ 7 ',r } I _}-is ' 1 t i; I i t ~
~ l
~ ~ ~ a: / ' ~ 1. ; ~ ~ , t~ , r, ti ,

~ ~ ~ , I ~ l , ' ` \ ~ i~~, 1 ! .hl• ~ ~ ~ , - _ \ ~ , , 'I ~ , . ` I 1 } . ! J 'l . ~ 1 t iii h ~ .

~ t ~ I'. ~ 1 , , I ~f i ~r ~ f V , ~ , ~ ,v K;,, ~ I ~v~1 ~ l ~ , ~ I I 1 r ,l1 , r
~ 1, ~ \ .r ,l l ~ ~ r ~ ~ ~ r tdi ~ i ~ .I fl :X~~ ~ ~ l I ;~~~,I ~ 1~1,' - I l 1

t
,
~ ~ ~ ~ ~ ~ , ~ ,-AI„ ~ t ~ 1,\ ti ~ 1 ~ ''I
~ 1 ~ _ 1 ~ ~ ~ ~ t, 1 1
~ ~ i ' ~ ~ ~ ~ `v 1~\, Div, , ; ~ / ' 0 +A Ctl ~ W N ~ -1 1 ~ 1 ;I I, 1 ~ ~ i ~ 1~1~ ~ ~ A,

~ ~ ' 'i ~ ~ ~ / i / ,a%
I AMY ,:1~*IIViY'. ` ~ f / / L ' i 1 ~ l v,
~ / - - A . _
~ - ~ ~ ,
D v I ~ , t ~ 1 ~ r _ ~v~. i ~ , i r~ I I FS 'r ~ ~ ~
~ OD OD A CA W I ~ j ~ ~I ~ v ~ ( I I ~ ' t ,i ~ , - ~ ~ ii. A:', c ` ~ ~I p~ V N N ~ ~ j I , r( ~ ~ 4 s ~ VIt ~ ,.I 1 4 (~1 .a t t I. ~ i.. l'ip' Z~~~ - i ~V1
~1 I I I , ~ ~ ~1 ~ i .I , 1'' 1 ~ Ly i• ~V i ~ ~ ~ '1 ( I ! ~j, 'i 1 ~ ~
~V/ i - - ~ ~ 1. 1 ~ ~1.
, 1 1
~ I ~ 'I ~ 7 ~ 'r=y ~ ' ~ ~ ,
I ~l ~ 111 al~l~ ~ ~ ~ \1~
i ! ~ ~/111. i , r '1,,.~... li ~1 l.d i1~ ,l/lA I / ~1 V'. ,

I ~ / j' V V 1
~ ~ l ~ V ~
1 i
, , ~

I ~ ~ ~ i / ~ l ~
s ~ r ~ 1 i,
~ ~ /f~ ~
-i%~// N N I Ir/l- ,
0 0 z ~ ,i
p~ Z Z W i ~ , ~ it i m m ~
N

r ~
m m
N Z N N Z
o ~ N O o ~ -i ~
= 70 =

~rn
~ o o v
_ ~ 2
1 "'I

J ..a OD D D O N
O ~ O O ~ O O
N N N
'11 'TI ~

1 Y D E N I & IX N JS A _ B J.
05343 6 27-05 SJB E 1 N I N
TI Y L JOB N0. DATE DRAWN B 7 SHEET OAD SUITE 250, RALEIGH, NORTH CAROLINA 2760 :7607 .
6310 CHAPEL HILL R WETLAND
TELEPHONE: [phone], FAX: [phone] • NT MILL ROAD, WAKE FOREST, NORTH CAROLINA27587 DEVELOPME MAPCT MAP N 10405E LIGON 7
NNED UNIT I DATE ' DESCRIPTIO PLA N0. 919 570.1362 TELEPHONE: [phone], FAX. ( ) ~F AROLINA REVISIONS
INGS WAKE COUNTY, NORTH C SCALE: 1" =100' TOWN OF HOLLY SPR ,
9
_ CONSTRUCTION RY NOT FOR
PRELIMINA

U G
A I ti
~ I C I
C N Y
~ I I I y~ o PLAN VIEW I
~ ~ I ! T dl T INSTALL IEIEL AND FIUSfI
x Z it PIPE Oft DITCM G N) NiH NATLRAL CRpINO DUTLET
,I y I - . I I I I q I A
m _ I
o - _ _ _ _ I y ~ j I
C I
C _ o - I ~ ~ ~ ( . t } souuiE wtEFaRU~o
U 1 0 I I ~ scouR Noy (PSN> I ' (RIP RAP N BASM NOT
I ~ ; SNDNN FOR CIARITT) D i NA
C p - - i I, gr T N V
N N _ E j l i ~ ~ - - ~
m n _ II _ 1 a ; ( ~ ,r-- SECTION A-A
a , _ ~ c ~ _ , PpE CR ara r
~ ~ , 1~ . , ouneT ~ ~ p ; ,
3 _ _ I {p D I MIS' _ _ _ NANRAI_ N _ __~Y K-~,- DRWNO Q lf)
n _ ~ - EY ~ ' Vi ~ 2 Z ~ a4 Pon RAP NTH N
~ ~ A.., I ~ i~ ~ ~ , t FLIER FABRIC ~ J a .~y Z _ ,
a ~ ~ _ X ~ ~ ~ I ~ I ~ r ~ - ~ N ~ Q J
~ v ~ _ NC _ y l= ~ ' PREFOR~~ED SCOUR HOLE ~ rJ 0
~ L / Y . ~ - y , , , I _ - ~ - II ! z ac _ - , ~ Q ~ U
_ ~ / Rp~N pG ~ I i / I f_ i ~ ~ ~ ,o~ _ - - - ~ ~ , 1~ W o ~ o ,
I r L1 _ - " / - - ~ ~ Wz ~ . ~ J,.,.- ' , Z DD N =f00t0
0 j r I ~ a I ~ ~ / 1 ~ ~ - _ R-- , - - I Q ~ ~ ~ I & i ; r i - I r. I j~ ~9 . . W 7 _ ~ ~ ~ ~ ~ r
~ - ~ - i~ 1 _ _ WTf"p
~ _ - _ , r . . ~ , : .-r``~- _ I~ ~ ~ 1 t _ ~ y ~W~
r ~ ~Q ! ~ _ _ - _ ' 1 1 / ~ i f I~ - _ I r ~ ~ I I ! A _ ~ ~ --c. eae n ~ ~ _
_ _ - Cu ~ , ~ I 1, i. , . _ _ ~ . - ~ 1 ~ ~ N . ~ W .
~ a ~ ~ ~ I. I l _ a~ ~ ~ A \ ~ W Y ~ ~
0 ~ i ~I r• _ ~ ; I ~ ~ I" ~ ~ I ~ ~ I: ~ ~ " I ~ e~M u. Q u. - ~ 3
r W i I I ~ ~ 1 ~ f ~ ~ ~ ~ I I f r I I ' ~ I ~ I ~ ~ , w.. - ''s p , A ~ ~ N 0 0
~ I ~ ~ ~ I ~ ~ c ~ ~ ~ : f ,r ` I I ~ _ , ro _ I 4,,e I ~ ~ I - ~ V ~t d' , I ~ ~ ~..'~o V~~ n~ Quad' .
~ ~ - , I ~ , ~ ~ ~ ~ ~ ~ _ r - ~ ~ ~ ~ ~ DD J p
- _ _ _ _ \ - i ~ n C ~ ! j ~ ~ ~ ~ ~ ~ ~ ( ~ ONE _...a7o_ - ~ . , _ F~. ~ " ~ ~ ~ -r~r
N ~ _ f ~ ~ ~ - ~ vas A ~ - ~ ~c - ~ \ - - _ /
/ / ~ - - V / - I { 11G; ~ ~ ~ ~ I ~ i n x.a~ ~E I, i ~ ~ ~ " WWOW
I ;k~3~ a'-_ I~ I t- ~ r ~ i I i I I _ J © ~ - ~ ~ ~ o I ~Z Z V~ - ~ -
~ , l ~ -"1 ~ ~ ~ i r ~ ~ ' I r ~ _ - - I r - ~ ~ s ~ _ e - y~ t ~ , Q0~0 _ ~ ~ , "
~ Mb B ~ ~ ~ ~ ~ ~ t 't , N / ~N ` I - - ~ .~_w_, _ r ' 0 a a. 0 .M I - q~ \ pWpW ,I ~ _ ~ - . • . ~ - -
is I i G. ~ - ~ .az .+a , - 2 ~ - s _ ti ~ ~ . ~ ~ A ~ I_ , ~ - M c9WpW i ~ _ .
~ I ~ I ~ mk t ~ sa ,1 ~ t I - ~ ~ ~ I \ > i ~ ~ ~ s . ~ W t0 h- r F- - - 4 ~ ~ ~ , 3 , i ~ ~
0 c ~ ~ I , ~ ~ ~ u ~ ~~'I u~ J : , I . i I I " as - ~ ~
_ - ~ ~ ~ _ ~ ~ ~ _ ~ _ _
0 I _ - ~ , ~ I - I v i , ~ I I / _ I ~ - r "
~ , I ~ I I, _ f. ~ ~ t ti m - _ - I 1
- r__~.._ _ ~ - - t ~ - 1 y 1 i4 ~ 1. _A . - x~° ~.s - ~X % ~ , , _ ~ ~.u J ,i/ " . .:f
~ ' j ~ ~ ~ i, 21 ~ ' ~ l ~ I J ~ ~ ~ ~ - I 79 j. I ~ _ _ _'__~.I ~ _ , , ~ 6 t9 r ~ - , ~ ij. / . ,
_ ~ ~ ~ - - _ ,y .
r 'q ~Ieo l; I, ne ,fa. eee edo.n xtee I ~ ~ ~ I _ _ ~e» 6s~ _ 0 ,r~ ` ~ ~ ~I, peso l ue su i4iao~ I,~ w,p~I ",y ~ I_ - - is ~ - ~ _ \
, I - % Z
m I I ' i u~.v i w a, ~ ! ~ ~ 1 ~ ~ - ~ . _ _ \ 2 ~ ~ -
C ~ e t a y,-~ a ~ j - ~ ezxo + isg{ ~ 0,8 I _ / 0 to ~ - a
- 1 s0' - ~ ~ _ 1 ~ ~
s e ~ e _ ~ , ~ r LA to e ~ e ~ w_/ ~ .F° . ~ U 1 N Jy~-. --PRE FOR D SCOUR HOLE w
I I - ~I o '~u~~~ I+~,e.~~ ~ s ~ a ~ - / ~ ~ I a w.Jf ~ w.e ~L i ~ I, ' 1=~ _ i . !.I~ ~ , ~ d„ep. - - I .r (SEE ~ €TA _ _
, ~ 30 DAMN k 55 FSU'~ ~ ~ ~ mn' ~ - ~ _ B. D. AI.IB45 PG.1G52 F ~ - ` I I ~~.r .i _ Q10= .57 CFS-" ~ T,
I { - ~ - Il i I ae.n I, .na ~ ~i.ma~l I_" I f i liem,noou,o~ iouoluao.ussa~uneu I~ol,ry ~~'f._. ~1 I I I _ ~ ~ t,ti ~ ~ a, , ` 8=4.5' w
I i t acs, I I r CA I ~ _ ~ ~.eae~ ~ I I I .I { ~ { ~ ~ ~ j ~ - f C ~ 1+. ~ ~ _ iI r
~ _ . ` l _ ~ ~ - _ _ _ ~ I . ~ _ r ~ _ '~I ~ ~ ~ PRE-FORME - - _ W=4.q' o PRE-FORMED SCOUR HOLE ~
_ ~ s,e ~ ! '~I f ~ (SEE DETAIL _ "o - 9 ~ ~ ~ I " _ - - ~ ~ (SEE DETAIL) -''~.~5~~ ~ ~ ~ _ ~ .r MATERIAL ARIABL 0
C; - C~___ : ~ - tiFSO. _ Q10=9.97 CF a _r~ 2~ 'a " ~ r I ~ ,a=~__. -:v 10-9.97 S _ _ Q10-9.97 CFS ,~,P ~ L ,8 ~ t STAPLED z
_ _ - ~ - I _ = B 4, ~ . - _ - ~ I ~ ~ _ ~ T LENG ~ ~ ~ T , ~ I, ~ j TH=13 F11CFS o - , I I B=4.5' ~~k-NPS ~ ~ IN ~gE '~--y--
~ 9.97CFS x 1 LF=12 a ! ~p ~ ~ ! ' I T., ~ - ~ ~ 9LF , F ~ ~ _ - . ~ ~ - - D=1.0' ~0~~. 1 EXISTING PLACE ~ R~ ~ Q] ill- ' _ PP ~ GROUND EXISTING 4~ 1 ~ Z
_ `~A ~ ~ S } N ~ n~ ! ~ ~ w S ~ _ ~ EKE _ . ~`v _ ~ ~ GROUND m
r I,a . - ~ i ORS ~ Q ~ ~ ~ ~P~ _ VAR1:1I?LE ~
~ - - ~ ~ ~ aG~ t' ~ ~ Q.
L `s ' - r ~ ~ a - t n ~ , , -
~ _ ~ ~ ~ N~'RTH AMERICAN GREEN LEVEL LIP ~ _ Z " ~~I ~ C:5 OF ~ f I o 0 LINER OR APPROVED 6" STONE ~ w
- ~ i C ` ,~N , i 1 , ~ rc Fy . gip.- ~ EC~UA SPREA I rn H Q z t TO BE INSTALLED ON DER LN1NG MIN. J
a _ _ . i ' r ~ _ 1 \ .5.~ I~ ALL DISTURBED AREAS ~ Q - I ~ ~ ~ i~ ~ I ~ N Q. DOWNSTREAM OF LEVEL W o ~ ~ I i ~ Q
' , L_---- _ , ~ N ~ I / i ~ ~ I ~ SPREADER o t
L ~ ~ ~ ~ ~t -
S I ~ Y tyfi ~ ' ~ HA c Cq y C/1-. ~ ~ o ~ SE 1 PRE-FORMED S~;OUR HOLES (3) - r . ~ i
n AY ~ - ~ li ~ ~ ~ 1T~N~ ~ ' ; ING ~ R 10 (S DETAIL - ~~z~~ 7 )
a~ i ~ ~ I I I~ r~ r~ - I ~ a Q10-1 1 CFS PER SCOUR HOLE ~ i~ _ ~I ~ I I I I ~ Z J ,i _ ~ ~ ~ m Q
- ~ ~ i ~ - r ~ f ~ ~ 'I 70T Q~9,: 32.13 CFS O ; ~ 'may
c ~ ~i ~ ~ ~ B=4.5' I D~`1.0'
I ~ i m / - ~ / 1 ! -4.0
, PRE-FORMED SCOUR HOLE ~ _ , ~ _ V A ~ d-0,5 J~' _ ~ _
/ (SEE DETAIL) ~ I I I 1P _ ~ ,
a ' Q10=10.64 CFS ~ ~I i ~ o ~ ~ I r B=4.5 ~ ~ ~ ~ G~~
a ~ NB1 'I i i SS I D=1. ~ 0 ~ i WETLAND IMPACT
s ~ , IMPACT AREA AREA S.F.
~ / 1 1 _ ~ SS S ~o / ~ ~I ~-0.5 i 1 639
~ ~ N ~ ~ 1 r 55 ~ SB1 ~ SS / ' ~ 2 594
3 42
h ~ ~ ~ a 4 82 L Z
V ~ Sg 5 871 - i
3 ro ~ 6 1454 ° ~ ~ TOTAL 3,682 0.08 AC. Q
c 0 ~ U
E E Z BUFFER IMPA T ~ _ C
4 U 0 ~ -
to LENGTH WIDTH ° AREA ~ Z U
N NB1 ~ ~
N to Z ~
ZONE1 20' 60' f,~ ~ I- 1200SF a
N N ~ N
Q ZONE2 20' ~ z 40 800SF J 0
X N IV J o U
U C t ' STREA ~ M IMPACT ~
d
N C LENGTH WIDTH AREA ~
C N , ,I , ~ f i-- ~ SB1 20 5
Y o 100SF
C 0 F o Z . ~0 ry .
X /7 1"1 A Tl T T T r r'v n.
UAgt'HIU ~!)UALE _ SEAL r
100 0 50 100 200 23072 _
~ +oa m F ~
O INE ,
O a ( IN FEET ) E- MIT~ W _
U 1 inch = 100 ft, uui W r• J = 0
W N
a

U G

ti ~I N ~ ~ C , Q PLAN VIEW
C 1 N
Y 'i ~ d1 I ~ T OIL T MSTALL lE1£L AND FLUSH PIPE OR DITCH TRIC M) KITH NATURAL CA.OUNO
C I I 0 ~ OUTLET A A
x i Z ~
~ ~ ,
m ~ LO _ ~ i I
p I _ _ ~ w
c i ~ _ " ` ~ SWAAE PREFgNIEp { , ' ~ ~ SCOUR HCIE {PSH)
W C ` 1. 00 ~ - (RIP RAP N BASH NOT SHOwN FOR CLARITY) D NA
_ r. LS j T
- _ fl
0 ~ ~_c:
~ ~ - _ ~ , - ~ SECTION A-A ~
N PpE OR DITCH 0 - ' { - ~ OUTLET ~ IO
Q T c i _ ~}~-1 . X PSRM 3-9 ~ - ~ , ' D I NIN, ~ ~ ~ - - - NATVRAL_ N ~
v I _ ; _ _r>- 1= ~ ~ R ~ ORWND ~ . - ~ L. L
_ ~ _ _ t, 3 ~ ~ - , ; - - _ ,3 _ , _ t, N V A1P RAP WITH I~ IUCIL . J FLTER FABRIO
ti ~ ~ I ~ ~ I ~ - - , ' v ~ ~ ~ _ r __.z i, ESN O
v I \ ~ ~ 4~~ ~ i_
i _ _ a n~~ ,r x 1 , , . _ - H ~ r'` PREFORMED SCOUR HOLE ~ 0 - cc z _ - (n U - ~ I ~ ~ ~
~[~-y C1 J i ~ ~ ~ ~ ~ r"""~,~ ~ ~ Cj _ ~ k,-, ~ _ ~ 2 _ _ y _ .
~ , " - W o ~y: , , - WZ
~ ~ ~ ~ 05 , `i _ , C y ~,ORgSQ ~ r ~ 1 ~ ~ ~ ~ -N'~ , i~ t ~ - o , ! i ~ J _ ~ ~ ~ z _ OD N " W
_ _ / ~ ~ 9 ~ ~ _ ~ j A ,r...- ~ ~ r .f-. ass ~ i LI1 r f- O
d'- ~ + ~ ~ ~ - ~ _ - ~ _ W_ ~~ncnr
_ ~ - ~ - - - - - . . . - w rn~~
l~ - ~ ~ _ ~ ~ ~.f ' ~ ~ ~ - _ ~ ~ ~ ~ ~ p { - ~ _ _ ~ ~ ~ t' i ~ T ,a+ - ~ ~ i~
- - ~ ~ - ~ N ~,1 ~ W
i ( l _,I , _ _ ~ ~ I r (~f ~ ~ ~ i ; ~ r, ~ ~ I ~ ~ ' ~ ~a - ~
; i ; _ (1. ~ / V i ~ ~ ~ ~ . ~ ~ ~~o ~ V ~ f GV ~ N ~ N ~ ,r-r ~ ~ ','y ~ 'l ~ ~ N Q N
~ - ~ ~ 1 i ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ I z „ ~Q~
r ~ ~ I ~ ~ ~ , I A i - / ~ ~ ~ ~ i ~ _ ~ ~ I ~ ~ i ill ~ i I _ , ~ ~ _ o ~ ~x ~ a ~ ~ t0 ~ t~ ~ ~ , ,
_ ~ i ~ ~ ~ AID J aD _ N
~ . E ~ ~ ~ ; r ~ , o ~ - fi i ~ ; ~ I ~ ~ ~ j , - - - - ~ ~ ~ ~ - r r ~ ff~~ ` ' \V~`'~ z rn rn
/ ~ ~ 1- ~ - / ~a „ - .....'450 _.1'Y , - ~ U ~ ~ ~ ~ ~ 1_ ~ ~ 1 1 u r : a ~ \ j , _ _ a~ ~ \ ~ / \ i'. k----~~ ~ -
01 / / ~ ~ 1 i _ ~ ~ i ~ w _ ~ \ f ~ ~ ~-~,~p / 4 _ _ ~ Q ` 4 I. ~.Z~Z h:, .'r ~ ~ V~
~ - , ~ r ~ ~ ~ ~ - i ~ , ~ _ ~ ~ ~ ~a r^ _ -
1 ~ ~ I ~ ~ I i ~ , r ~ ~ Qa ~r k \ U 0. ~ D. V/ ~ ~ ~ - - OWOW
,i ~ ~ ~ ~ o ~ a, ~ ~ l ' ~E; b0' , _ _ _
N ~ 2i~ l / j ~ i N~.ya/ ; B ~ ~ ii y I~ L. - ~ ; ~Z ~ ~ ~ ~ ;r _ - ~ ~ . t. y ~ s ~~F i,i y u , ~ ~ - _ _ _ 1
1 ~ ~ 1r i I ~ r ~1 s ~ a~ i""'' p _ , _
r 1, ~ ~ ~ i i ; . , 1 ~5 ti
uAO~ ) ~ ~ ~ w ~ ~ ; o ~ 3 i, - - ~ - _
i'. 2 f ~ ~ u, ~ 5 ~ ~ _
> i I , f , N ~ ~ ~ r - ~ ~ i. ~ , ~ ~,T' - m,.... ~ , it i, ~ ~ ~ - A
W ~ ~ - i ~ - ~ _ ~ ~ , }
I . ~ ~ es- ~ i _ ~ - ~ f ~ ~ i I - ' _ _ ~ ~ ~ , 2i 5 . ~I ` ' ~y ~ - m _ . ~ i 19 ~ I ~ , C ~ .
N i ~ ~ ~ _ ~ - , - `rr r , ~ , " ~ ~r ~ ~ J - - ~ ~ _ 13 ~2 11 i ~ ~ A
~ ~ t - V ~ ~ i ~ ~ , . ~ ~ `
p ~ i,~ ~ I ase~w) I,~ I,. i li ~ ~ e> en i ~ i ~ - ' ~ . L_ _ _ .v - -r, _ ~ _ ~ ~ , ! a I ue.o i. ' axm ~5,w.n ~ aup ~.+ien ~~a~ ~ ure I A I ~ ~ ~ ~ ~ i~ I ~ ~ ~ ~ 4 0 i, .i ~ ~ I ~ ' ~ e . - ~uav.~ r ~,r a. \ Z_
F _ ~ A H
~ ~ uur, nr . ~ .ru a _ir> 'a ~ _ _ / ~ m a~ - - ~ - ~ Q ~
_ y _ rx iL m , ' _ , U ~ ~ ~
'i ~ \ i ' ~ ~ r. ~e<-- - ' ~ ~ ice, r - ~ ~ - ~ i i w f / w --PRE FOR D SCOUR HOLE ~ n
l~ mo } r ~ ~ ; aj--'~i e'-~ ' t.~~ ~~v e * amp N ~ i ~Di ~1_-_~ ~i,I i,~ela I~ u S a { - _ / {SEE DETA) _ -
- ~ o P y Q - Q10= .57CF$-~~~---~ w
f ( ~q _ / 4 ~ t SO DRAIN & SS ESU'~ r^ _..iam-4 p, ~ f % B`-4 5' ~ Q
R ,col-.w.u - 2 0 B.O.u.iB9S PG.~052 - ki • dU ~ ~ ~ ~ a10.4 aLL11 IiLl1'~iRJI 6 GaOy ~ , ~ ~ _ ~ a ~ ?I~ae~,u~ii lua+ieie~ojtita uo} ~ ~ f ~ ; ~1 h, r I;~' ~ ~ ~ D-1.0 ~
~ ~ a ~ c ~ _ _ PRE F( 0~ W=4.q' PRE-FORMED SCOUR HOLE ~~SL ~ _
~ _ - - ns ~ ~ ~ ~ ~ _ - - i r / ~ (SEE D ~ ~ _ L EL SPR ADER ~d 0.5 ~ i vAR~ABL ~ ~ (SEE DETAIL) ~ SJ ~ I ~ MATERIAL z
v ~ - ' ~ ~ ~ \ ~ ~ _ ~ tis . r- , - . a ~ . , _ _ ~ ~ ~F°°" 10-9.97 S Q10=9.97 CFS PUS .8 STAPLED ~ NPS~~. ~ \ r IN
. ~ . ~ o~, ~ ;l t L . ~ o.- ~ ~ , ~ ~ ~ LENGTH=13 FI1CFS _ e ~ r - - FP B-4.5 , ~ ~ ~ ~ ~ FS _ 1~ ~ ~ / EXISTING PLACE m
D 1.0 ~ T _ ~ ; ; 9., I ~ 9.97CFS x 1 LF=129LF ~ ~ o ~ F ~ - ~ - - _ ~ . D-1.0 ~Zh~ ti EXISTING Z 29LF _ QP ~ , - GROUND GROUND m ~
~ W=4 / pl F 1' - - ~ - ~.r~ , DoE ~o - SEE DETAI W-4~ - ~ ~ ~ Q
E / ~ - ?9 ~ ~ ~ ~ : - , i , . ~ ,r ai , we ~ _ ~ _ ~ UFFE~ / N ' cp ~ y - ; ~.I ~ ~,'r' ;o. i ~ ~ ~p~ D VARIABLE ~ ~ Q~N
/ ~ ~ , ~ ~ ~ i b ~ _ _ ~ _ ~ \ G~~ ~ ~ Q J ,
' _ - _ ; ~ F 0 ~ ~ ~ 1A ~ ~ ~ ~ ~ ~ LEVEL UP ~ Z , ~ ~ ~ ~ ~ NORTH AMERICAN GREEN o
C i \ ~ ~ - ~ ~ w~eG _ r~ ' T ~ v C'350 LINER OR APPROVED OF 6" STONE I W Q ~ I
ro ~ ~ - - - ~ - i ~ ~ ~ A T SPREADER LINING MIN. ~ J Z EOU L 0 BE INSTALLED ON N Q U F,LL DISTURBED AREAS ~ d N Q o
9 / / i / / ~i j ~ DOWNSTREAM OF LEVEL
_ _ ~ J J' - - ~ ` ~ ~ SPREADER i ~i I ~ , ~ Ul I u I
~ ~ I i i - J . r ~ ~ [
~ ~ 2 HILL SURD ~ i I f , ~ , p VISION _ J _
l~ ~ , , i ~ ~ o I HASE ~ 'PRE FORMED SCOUR HOLES (3) ~ ~ ~ ~ c SCA yZ1 ~ ~ c , KING ; R 10 S~ DETAIL ~ Z w ~ , ~ m d
m , , WAY ~ _ _ ~m i~~ ~ _ ~ _ , I ~ ~ ~ ~ Q10-1 1 CFS PER SCOUR HOLE a ~ ~ I i ~o 1, ~ O U ~ ~
~ ~ - ~ / it ~ } ~ ~ I I TOT L Q =32.13 CFS _
r / ~ ~ ~ ~ ~ B=4.5 1
c i D~ I ~ ~ 0 N -fi ~ ~ ~ \ ~ - f~ J~' =
1yU-4.0 s ~ ~ V m I ~ ~ PRE•FORME R LE I d-0.5 ~ p -
c ~ ~ _ _ ~ ~ ~ SCiOU HO I A ~ 1 ~ ~ (SEE pE7AILJ ~ , i ` ~ l ~ ~ ~ ; . \G
~ / 1 =1 . 4 F ~ ~ ~ n Q O 0 6 C S I -
NB1 WETLAND IMPACT j
a ! , D-1.0 ! I ~ ~ ~ ~ ~ '~S IMPACT AREA AREA S.F. ~
W=a.o ~ gg 1 839
° ~ 1 =0.5' 1 t ~ ~ ~ 2 594
~ ~ ~ s ~ SB1 ` S 3 42 (U Q 4 82 z
~ 55 m ~ ! ~ J 5 871
0 ~ ~ 6 1454 Q
& _ ~ SS TOTAL 3,682 (0.08 AC.) Q v
3 ~ Z BUFFER IMPACT
c o 0 ~ -
E E o F. LENGTH WIDTH AREA N z
0 U N ~ ~ ~
N +J NB1 ~ Z ~
N N 20' ~ °C ~ ZONE1 60 1200SF a
N V1 ~ ~
N I 1 ~ Z ZONE2 20 40 800SF } J Q
Ul N J o U
0 4
x t STREAM IMPACT ~
ti c 0 LENGTH WIDTH AREA ~
,
m c ~ n ~ ~ , F- SB1 20 5 100SF ~ 0
c i S S ~~j EE 1~ ,'~q
Y as . 4 ,y . : =
~ nrei . _ r
0 GRAPHIC SCALE ~tAL, = LL
x z 2307 Q
1D 0 50 100 200 400 In N
ro m
U] i, nrliMlS~uupa U- IIIIM W 0
o° IN FEET N L 1 inch = 100 ft. 2 W

a

U G
?h ~ I ~i PLAN VIEW
N C I, C I T ~ T RIBTALL lE>EL AND RUSH
~ I I Y i %PE DI C A) MTH NATURAL GROUND OR TCN
d1 I 1 OUTLET ~ ~ A A
~ ~ ~ I o
Z I _ ~ I i
~ ~ , ~ ~ I i
m i ~ , ~ ~ w SWME PREFORMED /
I t 0 - ~ I H ~ ~ U SCOUR HOLE (PSH) (ALP RAP N BASM NOT
W ~1 N __.I .._..i ~ L SHORN FlDR CLARITY) I D NA T
_ 1 i U
t .p ( i~ I
~ _ ~ ~ - ~ SECTION A-A
I N - ~ ~ PpE CR DITCH ~ O
W _ i ---.._-1-.._.- - ~ - IX1TlET (O ~ PSRM 3-A' r ~
N X D I' W~ _ NATURAL _ N ~ - - - ORWND Q ~
I C ~ N , i RN G Z h .j N
.L _ ~j..__. ki . ---'U , RW RAP vATH 1' TUOIf J . ~ RTERFABRIC Q ~
3 ~ i , ~ '3X CC - ~ ~ J T,N Q
~ ~I ~ 0 PREFORMED SCOUR HOSE oc
,A~ n r ~ - ~ I 4 ~ _ - . = a i ~ ~
--1 I ~ N Y m ' ~ ~ ~ ~ ~ ~ >'p t - q~ ~ ~~,ro; i - - W o , - ,a W Z
~ _OD N L s p,~ ~ = m Q c0
E~";o~ I j ~ ~ ~ / ~ ~ - ~ ~ , ~~l s 5 ~ ~ O~ZM W ~ ~ r
e ~ ~ f ~ tw `~_~r w ~a5° r r-F-O W
~ ~ ~ ~ : ~ 1. ~ ~ 9 1 _ w _ ~ - - - coW~n - Y ~~rn _ ,
, , , i ~ ~ N ~ i ~ . 1. ~ - ` 1 ~ , II _ , , -r p r ~ o~~~ Z
y_ a i ~ _ ~ a. ~ ~ 1 , ~ ~ ~ ~ ~ _ - _ ~ ~ 1 N W . , - ~ q ~
~ _ . , ~ I ~ ~ ~ ~ ~ r 1 ~ ~ ~ ~ . ~ ~ _ ~ p .A' r ~ i / ~ ~i - ~ ~o` f ~ I ~ ~ ~ W W Y ~ ~ _ . ~ ~~QLL . -
_ ~ ~ ~ ~ ~ _ ~ ~ ~ ~ t ~ ; ~ ~
/ ~ ~ ~ _ - . ~ ~ ~ ~ ~ ~ ~N 'N r- p _ ~
~ ~ , N ~ ~ , ~ ~ ~ ~ ~ r~ l L, ",I a ~ ~ ~ I , „ w, . i ~ ~ ~ ~ ; ~ 7 ~ ~ - I ~ V r r- ~ ~ ' Za
~ ' ~ i _ I ~ ~ < ~
i. i ~ ~ \ t' I = I / ` ~ ~ _ ~ - ~ _ ii ~I 1 / ~ `1 ~`;p\t ~ J~J~ .K. t ~ ~.A ~ ~ J (Q ~ r r - - v _ ~ _ '
' ~ _ ~ i ~ . - ~ - , ~ _ - , _ _ - ~ . ~ i Z -
Q ~ ~ ~ ~ ~ , I ; ~ , ~..,,aio _ / e ~ ~ / / V ~ r i ~ .._a~s - _ ~ _
I ~ . - - ~ f ~ ~ ~ ~ ~ ~ ~l', a' ~ ~ ~ ~ w,~WM, - _ - _ _ - - x 0 s ~ M~ ~ ~ ~ , , ~ ~ ~ _ . _ ~ ~ ~ Q 0 ~ 0
~ ~ ~ x~ ~ i~ / fi m f _ I . I ~ _ ~ IWZ I ~ _ ~ ~ ~ U a
r i ~ , , , w = ~ ~ l , m ~ _ ~ ~ ~ ~ ~ ~ M W W
v - ~ ~ r r - - _ I - - - - s~ ~ ~ , 1] ~ ~ ~ I I ~ 1 i - W t6 F- r I-
a ~o. u , e ~ Sy„ l ~r , ~ ~ ~ i - ~ I ~ - ~ ~~o _ a -3. ~ ~ _ _ _ - _ ~ r _ 1 ~ ~ ,
t f '1 I ~ ,,~~ro ~ . NK a ~ _ _ - _ - ~ ~ - ~ ~ I ~i ' i e 1'~ z ~ , G- - - ~ ~ , i - I
~ ~ , ? u t ~~r1 N c, r I I i ~ OS . - --I . a f 5 _ _.._~-._i~' ~ . - , _
_ ~ , LLAGE ,J ~ I ~ , . i r ~ I ~ ! - J ~ GREEN _ , , _.-4t- I I ~ 4~ _ `ti \ ; F ~ _ ~ 3 ~ ~ r _ ~4
~ C ; ~ ~ ~ ~ _ y , _ , _ ~ ~ ,
I . _ ri .i ~ ~ I ~ , o
i I ' u E , 'i ~ I - 0 _ , _ _ . ,i _ ~ - ~ _ - i ~ I - ~ ~ _ _ - ~ g A _ _
s _ 1 - _ ~ i ~ ~ - I' I I t r ~ - ~ ' i --r''~... - , ~ _ t ~ I" ' li ~
f, ~ ~ ~ _ ~ - ~ - ~ - _ _ ~ - , ~ 1l - _ _ ~.3 12 ~ (
I ! r _ , ~-I ~ ~ ~ ~ ` ~s-~-- ~ - v ~ ~ - - _ kA f A,b ~ ~ i I r - r ~ .f ~ - i ~ - ~ ~ ~ _ ~ wr,-- , v Z _
~ ~ ~ n E I ~ 1 ! av.o ~ i ~ I upn ~ u o : nv 1~ ehA~ .~~,d ~ i . /
_ _ ~ ,A " / 5 ` ,,Q - ~ , i ~ ~~y ~ , , . 0 ~ ~ 11 u~u ~ i ~ ~ e~~----° wir~- .U ,1 ~ ~ i 1 a~ ~ ~
_ ' 1 - _ i ~ ~ '.uu, / .»u ~ - - - I f a r - 6- i i i ~ .v v 1 ~ ~ t ~ / _ , i U ~ ~ ~ N
~ ~ 1 - ,J ~ ~ W % ~
C ~i ~ 'R - _ ' ~ - _ _ _ _ n ~ /.1 N , + L r.... -PRE FCR~~:~" 5i; U ~ MOLE ;
i c ~ f - f 1 ~ wso ~ ' ~ z . -N- _ SEE DETAIL -.-J
_ o'~ a - ~ ~ _ r _ _ ~ ` Q10=.9.57 CFS W ~
_ ~ t _ , _ ~ ~ - _ r ~ _ I~ r I i ~ na> i , ' i y . l ~.r~n t , ~ ~ ' ~ _ ~ u+al ~4 t ~ I i , .8`4.5' a D=1.0'
_ ~ I I ~ it- .r ,y u,u l i ~ ~ / ~ 30 GRAIN k SS~SM \ w~ ~A-+ u.~' ~ i ti Q B.O,M,199S PG.1052 , \ , f i t - me - r.uu ~ ~,+p.w .vo. ubo - r v~' W=4.q'
, ~ ~ t ~ ._l - _ y"--' ~ x " - - v I , ~S~ PRE-FORMED SCOUR HOLE t~1 \ d-0.5 I VARIABL Z
i ~ ~ L EL R AD _ _ ro / (SEE DETAIL) ~ ~ 1 MATERIAL _ADER ~ E ~ ~ STAPLED
, : . ~ _ _ , ti,o U ~ _ _ ~ ~ ~ ~ _ ~ . , _ _ _ - _ _ ~ ;I ti~so ~ 10=9.97 S C _ Q10=9.97 CFS ~~P~ ~ 1 j ,-s _ ~ Ps~~. ~ IN m
_ 2 ~ _ , . _ _ " , t _ ~ . ~4 o G~~F~F ~ LENGTH 13 F11CFS F11CFS B-4.5 ~E ~ 1 ExISTNG PLACE EzISTNG z
' U i r I~ I i 1 ~ 9.97CFS x 1 LF=129LF ~ i D=1.0' ~ (2~ ti~ ~ GROUND GROUND m LF=129LF
o ~ F ' ' ~ ~ ~ , ~ ~ ~ - - ~ ~ ~ ~rE ~,oaa ~ (SEE DETAI ) I - ~ ~ ~aKE d y _ ~ > ~ E ~ - ~ .5 ~ ~ i R~~ , ~ VARIABLE ~ d-~
a ~ ~ ~1 i ~ v~ ~ '.r UFFE ~ R ~ ~ / FV ~ d
1 ~ GC ~ I ~ ~ ~ ~
~ ~ ~ ~ / ~ - , - - 1. ~ ~~~~V ~ ~ LEVEL LIP ~ NORTH AMERICAN GREEN ~ - ~ ~ ~ OF 6 STONE I W Q f-
~ ~ ~ ~ _ ~ ~ C350 LINER OR APPROVED N J LINING MIN. ~ o SPREADER Q U
c ( r ti a~,, ~ _ _ - U ~ ~ - i _ ~ I ~ z EQUAL TO BE INSTALLED ON I ~ ~ _ ALL DISTURBED AREAS N W d ~ ~ _ a
~ ~ ~ ~ - ~ _ _ _ ~ 1 ~ ~ DOWNSTREAM OF LEVEL Q o ~ ` ~ I ~ SPREADER ~
~ - - _ 1----r ~ ~ ~ U1 u S $ -
a ~ ~ ~ ~ I - , as ~ i ~ i ~ --i I ~ ~ _
rn ; , ~ ~ ~ c ~ IR HILL ' _ _ m ' ~ ~ _ ~ ~ t ~ ~ pHA UBD~VISINN ''PRE-FORMED SCOUR HOLES (3) I 0 ui 3) I ~ ' ' ~ z ~
_ , , ~ I , m~'fi`in c o. 7aNING . S~ DETAIL R 10 ~ E,~ ) J ~ ~ ~ m Q _L i ~ o p U
m wAY Y ~ ~ ! ~ i ~ ~ m o Q10=1 j1 CFS PER SCOUR HOLE
a ~ ~ I I TOT Q1~.: 3.13 CFS 1 ~
N / ~ j I ~ B=4,5' - ~ ~
I D~"1.0' ~ / i I I ' j ~ J~
C ~ / ~ / I 1 t - 1 _ ~ ~ ~ I I -4.0 . - -~_.'~--.r
~ i II d=0.5' r ~ ~ ~ ~ i ~ PRE FORMES SCOUR HOLE I m QJ-~ G~
' ~ 1 ~ ~ (SEE DETAIL) I ~ l i ~ i WETLAND IMPACT
~ ! Q10=10.64 CFS ~ ' ~ i S a i S
~ NB1 a ~ / a: D=1.0' ~ SS IMPACT AREA AREA S,F. - - 1 639
c ~ - ~ r / 0 SS i ~ 2 594
a / ~ 1 =0.5' 3 42 ~ Q
I ~ / , S ` L z ~ 4 82 ~
m ~ , 5 ~g SB1 ; ~ 5 871 ~
v A ~ ~ ~ ~ ~ % 6 1454 Q
g _ \ ~ SS Q• U TOTAL 3,682 (0.08 AC.) Z
- ~ BUFFER IMPACT ~ 0
~ ~ ~ ~ - o F-
o ~ LENGTH WIDTH AREA N Z U N
E E ~ ~ NB1 Z ~
0 U I ~ ~ ~
N N ZONE1 20 60 1200SF a N
C Z
N N ZONE2 20' 40' 800SF - Jo J
2
N N STREAM IMPACT ~ t
a X Q
N ~ u. LENGTH WIDTH AREA
U C ~ \ ,
D u~~ " SB1 20' 5' 100SF 0
m C EESSio
C Y :~a h~, } .e
CFflI ~ ~
0 vw +V
GRAPHIC SCALE a L< 23072 Z
Z 100 0 50 1DO 100 400
N N %.,,y MI~C W J
m rrr+unuuu~t` 0 I W
o ( IN FEET ) N
a I inch = 100 ft, N IL
U

U C

~ i N I PLAN VIEW Y
C ~ i NSTALL LE1Q AND FLUSH T T DIL
N C Y I PIPE OR DITCH C ) MTH NATURAL CRCUND i ~ WTIET
~ I c ~ I A A
o I
z
N _ ~ I
m I ~ I 1 I w v ' . SDUARE PREFORMED ( ,
0 _ ' - I I I w..J SCOUR HOIE (PSH) ~ (AP RAP N BASRI NOT
N f ~ D NA I T
0 _ U _
~ , ~ _ i ~ `1,
_ I C _ _ ~ ~ ' SECTION A-A r
~N ~ _ _ ~ ~ ; ~ ' ~ PPE CR DITCH ~
_0 E ~ ~!:r ~ _ W~ ~ 1 ~ ( f~i PsRM r4• N ~
>r Ul _ l'r-. _ ~ - ~ D I' MIS _ _ _ NATURAL_
~ I _ OROUNO Q ~ Z ~ N Z
- a-- ~ , Poa RAP renl ncx - Q s& FLTER FASPoC 0 Z
3 1__,- ---k_ 'o , ' ~JX ~ I / TD. N Q
uat ~ \ ~ r - ~ _ ~ 1 ~ U - - - ~ PREFORMED SCOUR HOLE oc
S a . - t , = a V ~,i ~ ~ ~i~ ~ ~ ~ t-
x I ~ _ ~ Y _ ~ ~ Z _ _ W o o ~ - - ~ ; Z
; ~ ~ ~ ASS ~ ~ / ~ o ~a~_ _ ~ ~ _ ~ z _ 4D N W=~o~ ,.o
~ I ~ ~ o~,,, z
r a _ _ I`` _ ~ , _ l t Z W rya ~W~
~ _v t ~.:1 f ~ _ -._.n - ..r-. _ l I Y V/ LL V/
.n. ' 1 Y ~ _ ~ \ , . _ _ ,k z ~ ..lL
_ ~ . _ ~ ~ ~I. ~ r _ y_ N..W., ~ 0 _ ~ ~ W LL1 Y
a o - ~ ~ i a 11 ~ X _ ~ _ ~
~ i ~ ~ , . ~ , ' . 5 I -'ter - > ~ I ~ ~ ~e,,. 4. I ~ 1-~_.. ~ ~ 'u° ~ l ~ _ ~ I t\ u,:_ i I i i~ ~ ~ ~ ~ v: - , ~ _ ~ ~N .N Q
~ ~ ill ~ ~ ~ ~ ~ I ~ ~ I (I \ a~ qao 1 p~ ~ ~ 1 ~ , ~ , ~ O Q
V ~ ` a ( ~ a ~ ~ ~j- ' f ~ y Q d' d' , . , ~ ~ ~ Q ~ ~ N~~ .
o ~ , ~ ~ ~ I ~ ~ I ~ ~ ~ L i ~ ' ~ ~ ~ ~y. Aa~',~r~ ©J~
, ` , ~ 1 ~ J ~ ~ ~ ' , ~ ~ ~ ~ ~ ~ . r ~ r ;y, ~ ~ ~
~ _ ro ~ - - - i ~ ~ i ~s ~ a I I I I - _ ~ ~ ~ _ a , ~ ~ ~ , i i ~ ~ - _ ~ ~ , ~
~ , I ,y=' , ~ ~ - ~ <-rt-~ _ , ~r ~ J . . - " ~ ~ ~ ~ ~ i nos ~ / ~ i ~ v \ W W W JS -
~ ~ ~ ~ I I - ~ I~~ ~ ~ i! - „i v x~- ~ 1 - ~ . _ _ ~ ~ , ~ I 0 ~ 0
_ / ~ ~ i. ~ ~ v ~ ~ .ate I~ ~ ~ ~ ~ ~ i _ ~ N ~ ~ i - ,I - _ _ , ~I1 4s - ~ " ~ VJ Unz.Wa. ,
.I ~ w l 9~ ~ ~ I•r x:~ ~ ~~I~l _ ~ ~ ~ . - - ~ oWOW g
_ ~ ~ ~ I ~ ~ ~ v. ~ t, _ ~ ~ 7 I _ ~ i ~ i r ~ I ~ ~ ~ J 1 -F Y.' (7 W ~ - - - ~a, I - _ - ~ v~, O t ~ ~
0 ~ m~'o. ~ i ~ ~ 1 H8 f / aQ ~z n a l ~ i ~ ~ o , ~ 9 ~ ) c ~ ~ f ~ ~ ' ~ ~ ~ , tir I ~ ~ _ , . ~ 1 ~ ~ - ~ , ! ~ r_. , , , ~ _ _ _ yy \ • ~ ``r - . I, I i 1
~ ' ~ - I i. ~ _ ~ ' - i - , - _ ~ ,,t ~ _ _ ' r .
la--{ I I ~ ' j a ` I ~ _ 'o ~ I .I ~ ~ ~ ~r I iI ~y m r ~a, _ ~ i. - ~ ~ 4_ .-t't~ r z@ ,.r S~ ~ ~ - z;..
I u~o~ ~ i ~ ~ ~ + I I ti 1, ~ i ~ ~ h a ~ - i y V. 1
~ ~ ~ ; , I~ - j ~ I ~ - I I ~ i . Y _~L +^t , r' - ~ .
i ~ i ~ ~ i ~ , , 1 ~ , r /1 ~.i
~ r.~ ~ _ ~ - ~ I` - ~ , I j 1, 4~, \ ~ a. ~ 6 \ r ~ / J t.u. rj \ 21 ~ « - - ~,r , p. wr, _
~ _ f v r ~ ~ - ~ - ' o. I f .n ~ i ~ i - i ~9 - I ~ 1 ' _ _ l~ ~
r - r.T l i t ~ 13. `U -
r • r - ~ ,I ti;~ ~ ~ ~x _ ~ ~ K I ~ ~ ~ _ i Z z _
~ + I I ~1 ~~q N ~ I A ~ .xe ~ ~I non .me ~ 4unl .u.a , ie ii ~ 6~ axe' 'r i' ~ ~ an. i _ ~ g - A 0 ~ ~ .
~ ~ I .nn ~ I • 4 5 i „ ' - I , . ~ 0 ~o ~ I ~ ' wxm ~ ~~zro' ~ I I / ~ ~ a
~ ~ / ~ \ -
/ _ _ _ ~ ~ t mi . ~ 1. / r1 , t _ "PV~ y~ w Q cw ,
~y.~ 1 _ • _ _ _ -F- ~j' _ _ / _ ~ I . ! ~ ~ r r III - _ ~ ._[~-i- ~ ,rV= =-I , V- , ~ p o -t'., ,p ~ _ _ / ''---PREjFORIvIED SCOUR HOLE _ J~
v>o N ~~i'ar i[n.~ r ~ If'~ {e e. - I~~; ~~1~~ I , .L :a, w 1 ~ ~6 ~f 6 S SEE' DETA~1 _ - - ~ ~ ) _ ~
T7 I ~_r ~ II a~.94~~~ ire~e Yt~A4" ~'--s -~a-~ i' 'F~' ~ , N ~ ~ ~ ae . ~ - ~ ~ . i ~ N ~ _ ~ _ r ' _ ~ _ _ I ~ _ I ' ~ ~ _ , Q10=9.57 CFA _ w
- ~ ~ 1 I , fi ~ y _ p f I 8`4 5; Q 0 D=1.01
]0 GRAIN & 55 ESU`~ ~ V ~ - ' I / i~ II I ~ I I ' ~m~e ~ i I. I, ~ 'aye , I I ~ .uulna.u'~ena~ I sne~ dvp .no, u.a ~ I i/'--~_/ a B0M1995 PG 1052 t m.a ~~u~ ~ ~ /'.i ' 3 ..'i y~ } I_ I I nABI VI0.4 I I I, I I I I - ~ ',I M8 n aiHn~x~~nat +IP9 I - II ~ , IJ Ip N \ - W-4. ~a
` I i - - ~ _ ~ i ~ a ~ ~ ~ I ~ ~ ~ ~ _ ~ ~ ~ ~ PRE i ~ i ~ - St ~ PRE-FORMED SCOUR HOLE ~ Z~I \ d=0.5' r 0
m ~ ~ - ~ - ~ I - - - c I - _ - (EE , , ~ r 1 ~ ~ j` ; -L EL SPR ADER ~a . _ ; , o~ I I VARIABL Z (SEE DETAIL) ~ '~S~ ~ MATERIAL ER E ~ ~ s" STAPLED
_ . I,:~ ~ I ~ - _ - ~ 1 Q-9.97 S _ c y ~ - ~ ~ Q10=9.97 CFS ' `~,P~'~ ~ ,8 \ ~ _ ~ ~ BPS 1 ~ ~ IN m
~ - 2 8 ~ I ~ -~7 - _ - ~ - ~I ~ ~ r a T~~~ ~ LENGTH=13 Fl1CFS ICES 8-4.5 EXISTING PLACE EXISTING
i I . - a { ~ ~ ~ ~ i _ s ~ .9,... _ -a ~ _ ~ i ~ ~ 9.97GFS x 1 LF=129LF _ ~ - _ ~ ~ =129LF _ - Ppt~ ~ GROUND GROUND ~ ~ W-4.. ~ ~ Q
° ~ F ~ 'I ~ _ - I~ __a ~ , ~ ~ ~ ~ - ,oE ~,p. ~ - - SEE DETAI ~ l , p~ ~ ~ EKE ~ d=,~O.., ~ ~ ~ oc d;0.5~ ( ~ pRNE VARIABLE ~
~ ~ ~ ! ~ I - UfFER s i ~ r ~ ~ ~ ~ ~ ~ Q Q
_ i i ~ • - c? i I ~ - ' ~ ~ o., r 9 D ~ ~ / ~ i { i r. I ~ i. I V ~ _ ~1 ~ a ~ _ G ~ ` 0 -
- ` ' / j. ~ O m ~ NOR1H AMERICAN GREEN LEVEL LIP o
1 ~ _ ~ a I` ~ ~ ' ~ _ _ , I 1 r C > > ~ ~ C350 LINER OR APPROVED ~F 6" STONE I ~ Q ~ ~ O SPREADER LINING MIN_ N Q - EQUAL TO BE INSTALLED ON V
~ ~ `n ~ - v ,l ~ ~ ~ ~ , ALL DISTURBED AREAS ~ W o
i / DOWNSTREAM OF LEVEL o I , A I ~ ~ SPREADER
_ i \ ro \ a _ -i L---T / ~ $S` ~ _ ` i~ I I N~ - II ~ _ ~ '
r - ` ~ .fi _ m ~ ~ ~ - N ~ - ~ _ ~ I ~ c F IR HILL SU ~ ~ ~~l __a C
m ~ ` ~ ~a BD VISION ~ I ~ ~ - ~ ~ y ~ ~ , PHAS PRE-FORMED SCOUR HOLES (3) 0 w ~z _ ~ ~ ~m a
- ~ ~ ~ - ~ ~ ~ N ~ S ZaNIN'' E 1 T ~ ~ I R Ip (S~E,DETAIL) ~ TUS~q~ ~~1_ ~
m ~ WqY ~ _ , l i ~ ~ o m~ Q10=1 1 CFS Pt=R SCOUR HOLE ~ ~ N
a ~ ~ _ .13 CFS TOT L Q~0.,32 ~ / _
N , 8=4.5' r I
~ D~`1.0
- i ~ ~ ~ I =4.0' ~ ~ a r ~ ~ i ~ ~ d-0.5' ~ ~r_.___ P ~
r `1, / ~ ~ ~ I / ~ PRE-FORME SCOUR HOLE l ~ ~
1 ~ ~ ' ~ ~ ~ (SEE DETAIL) / ~ ~ ~ ~`G , _ ~ c~ ~ - WETLAND IMPACT
Q10=10.64 CF5 ~ a gS 4 i~ i ~
a `r ~ 8=4.5' ~I a ; / NB1 D=1.0' ~ S ~ IMPACT AREA AREA S.F. - 1 639
S / 1 ~ ~'W=4A' ~ / SS \ 2 594
a / ~ 1 =0.5' ' 3 42 ~ Q
~ i ~ ' L z 4 82
~ ~ \ ~ SS r 5g SB1 5 871 ~
~ ~ a % 6 1454 Q
o _ A, SS U TOTAL 3,682 (0.08 AC.) Z
o BUFFER IMPACT ~ p
- a - o F-
o ~ E LENGTH WIDTH AREA N z U
E 0 N L ~ NB1 ~ ~ ~
U N Z ~ ~
N ZONE1 20 60 1200SF a N
N ~ Z
N N ZONE2 20' 40' SOOSF - Jo J
o U
N N W STREAM IMPACT ~
d x 0
m U ~ LENGTH WIDTH AREA ~
C ~ ~
~ " 1,,, SB1 20 5 100SF Q „c„ o
N C C EESSIp ~.'~q . 4
Y ti
C~dl _ ~
00
GRAPHIC SCALE 0 x 23072
2 100 0 50 100 200 400 x"A ~ . -
N W _ y MISC~ LL. J
m W r. 2 W
o ( IN FEET )
° 1 inch = 100 ft. N U a.

n wr I r ,rat l i, i ru l H 5 ; W1, n o 01

_i' i
-

U PLAN VIEW
C 5' v
~ ~ I i T ak r Nsuu ~ era F<usH ? MTH NAIURAI DRGIIND RIPE OR DITCH G Y
C C I N I ~ ~ I OU7LfT ~ ~ A A
Y I
~ ~I C ( ~ -
0 _ ~ h , _ I I
Z - _ , N I
~ I ~ a 1 SQUARE PREFGNNED II ~ 1 SCWR HGLE IPSH)
~ I ~1 4- _ I I p ' ~ (RIP RAP N BASH NOT SHONN FOR CLARITY) D ~A
~ _ _ ~ I _ - G - - I _ . ~ ~ I ~i ~ I
. ~ i ~
0 U ~ ~ { ~ - - A
D , _ _ r , , SECTION A X, ~ ~ ~ r
_ ~ - I ~ ~ PpE aR Dlrar O ounEt
Q _ i N , ti PSRW 3-4" N h _ / NATURAL_ ~
E i A I MN~ - - - - - Q ll) ~ ~ ii` ORWND ~ ~ Z N
r, fl. _ _ J j RIP RAP WITH r weR ~ Q
C _ d - 43 - ; FLTER FABRIC O _a`a_ Z_ .3% ~ J
~ L / i . N U 0 ~ i ~ Z
P~ _ ~ ~ a a ~ PRLFCRMED SCOUR HCLE ~ Q - , . = - ~ I , w. F- U
m ` ~ ~ N ~ U - - - A,,. _ . ~v ~ - Y ~ 0 = ~ I-
~ - _ _ - _ _ _ ~ Z Z _ao~N
Y ~ x ~ I L ~ r - ~ ll! zrn°rmi z _ ao
to I / ~ 1 ~ r/ - ~ ) f ~ i ~ oti ~ Z ~ r _ , W ~ ~
~ i - . B d a5 j _ ~Wu~ y.-~ ~ ; ~R
' ' t i h~ . r i ' I ar ~ ~ / ~ ~ rn rn V ~ \ orn0rn
~ ~ ~ ~ f ~ ~ I L'~- 0 - t ~ ~ I ~I ~ _ S r__ 0 - - ,a~. ~ ~ N W
~ ~ r Y - _ ~ ( 1 _ _ ~ ~ _ ~ , ~ ~ _ 1 r I YXX _ x Q _ Q p ; W W
I W ~ ~ ~ / I ~ ( - f r, ~ I( , ~ ~
~ n a ~ Q : ~ ~ - ~ ~ ~ ~ I, , ~ ~ / - r ~ 4 ~ „ ,v r ~ ~ ~ ~ i~~~ i I 1 »...r / \ v J ' ~ f- ~ ~J. ~ p~ ~ ~
~ I / ~ , , ~ I , ; W ~ ~ ~ ~ - ~ , _ ; ~ 9A_ ~ - ~ ~ ( ~ d, Q d,
. I i y a\~t ' Z 0 ~ ~ ~ ~ ~ to
- - ~ I o Q ~ ~ ~ ~ r" ' `~v ~ ~ k, J~_~ ~ ~ ~
L ~ ~ i ~ I ~ ~ 'b . I i~ r I ~ r ~ _ ~ ~ I 'I e. _ _ ~ t ~ _ _ r ~ - Z ~ , ti< . ~ ~ ~ ~ _ _ _ •
I ~ - _ , ' ~ r _ ~ ~ ~ i . ~ ~ I y ~ ~ ~ ti i , C ~ / ~ ~ i f - . v I ' n Z _ ~ ~ ~ ~ ~ WWOW
N / / / ~ ~ I I i ~ - _ , I 3 ~ / ~ 1 ti r /I 0 ~ ~ ~ ~ ~ - ~ .l i - _ ~ ~ - _ _ ' ~ Q
~.yr - ~ ~ ~i I - , , ~ f ~ l r ~ I ~ ?i, ~ i - ~ , _ _ r ~ , ; . r. - Q ~
01 i ~ , I / _ Ua a Ii e ~
,'r ~ ~ v~, ~ ~ ~ ~ ~ w - L f I T J i J - ~ q a
m y ~ ~ _ , i ~ ~ ~ B ~ ' Sao _ ~ ~ \ . (0 f" r F 2 ' ~ - -
I b ~ Bea ~ ( 3E' ~ 50 , ~ , ~ ~ i ~ ! ' g ~ r(, ~ r a ~ - ~ 6 ~ ~ ~ r - ~ ~ 'r i ~ - ~3 ii ,p _ I ~
~ I ' ~r. ~ , ~ , r, ~ i - f -I i - ~ ~ t 7 3 ~ ' _ ~ ~ ~ ~ / _ _ - -
nay. ~ , ~ I ~ ~ ; l ~ , r ~ ~ iI ;,-%i'/ ~ ~ i , , ~ y i i ~I ~ ~ S' a I ~ I I ~ , - a 1~, 7 i ~ r z; I~~ ~ ~ ~ . _ ~ ~ _ ~ - _ ' a. _
/ E i ~ o - A ~ . I, ~ , ti 'I ~ nt ~ _ , , - - ~ 3 r
~ ~ ~ ~ . I . i L ~ , . I I x 0 v ~ { ~ C ~ ~ f J J ° ~ ~ ~ ~ J" - i - - I r ~ - ~s ~ ~ i ~ ~ ~
I I ~ 4 / , ~y ~ ,l ~
i . , 0 ..i ~ ~ a ~ m' ~ I I ~ ~ ~ ,
~s ~ _ ~ r ~ ' , , . _ . _ ~ ~ ~i ~ , . ~ - i~ ~ ; 21 ~ - l ~ ~ ~
, , s ~ i , r - v ~ ~ ~ ~ Z _ _ to ~2 r%
3 I r ~ ~ _ _ ~ ~ I ~ + - = - - i ~ ~s , ~ ~ ~ ~ ~ f - ~ ~ Z ~ _ ~ . p_ f_A _ ~ _
~ ' ~ C - ~ ~ i ~ ue ~ r, `+we -uou o I e»se m i _ F- a
~ 1I9,0 Ile)1 I i. , ~ - - ~ 1r A i ~ w.o~. _ I I .w'ee' ~ ~ ~n!n I as ~ _ t:~ y ° ~ 5 E ' _ - : - r. - - e. , 5 ~ ~ U
- _ ~ ~ y P ~ i iu.nI~___ r. ~ »n' ~ I I ~ f, N W
- ~ mx - - ~ ~ I. ~ .I li e~ + -L" t . ~ ~ n ~ ii . ae.o I. ~ ~ ~ n 0 - '°""~E 1 ~
w : ' ~ ~ . - l / PRE'FOR D SCOUR HOLE 1
~ ~ d,` 44 , I ,~c d ,-_u- . ~ .j__G'.. I~ ~ i i ~ t (SEE~DETA ) _ _.__---r-_ _ ~
- i ~ I ~ - e ! ,B`-4.5' ~ O
_ ~ ~ eme 'i ~ ~ ~ Y-t m'', .I ~ ~ i I , I D=1.0'
I , ` ,.V ' _ & 55 ESIA ~ i e ia'r, .SO GRAIN \ ) ~ j. 1 -i - ~ I ~ ~ jn~uy uaoj u„li~,v,+lnu ~ t-1' 1 I'" i ~ ~I ~ ` ' ~ ~ ~ . 1~ W=4.U p
- h~' a.. ' -xw ~"°u ~-..(''xe.y~i~}aS~e~nxvnvo{-atoi :.~.-I ~ ~ - i _~r~ ~ ~ ~ 1~ 0 B 0 N,1895 PG1052 ~ w,g d . It j. . ~ ~ _ + ! - ~ . ~ ~ a 4 ' , - ~ - ~ Gaon' i~f_.._° __J..... =i" i.. F../'. ~ PRE-FORMED SCOUR HOLE , -'nt`~~~ d=0.5 - vARine~ z
S E DETAIL ' S ~ ~ ~ MarERiq~ (E ) ~ STAPLED .PR ADER 0=9.97 CFS ~ ;g iN }
- ~ ~ - C ~~so ~ 10 9.97 S ~ - 7 S Q1 u~P~~ ~ y ~ P'~_ACE EXISTING m
- 9 ' - - v ~ r , ~ G~,~F~a LENGTH=13 F11CFS . _ - - - . ~ _ ~ ~ , _ .5 ~ ~ ~ EX STI1~G Z - 11CFS B 4 - GROUND m I-13 F D=1.0' GROUr1D 3
~ ~ ti x <<, I _.I ~ _ - , !i/ ~ . 7 FS x 1 LF=129LF w ~ ~ ..mot, x 1 LF=129LF _ ~ _ . P P ~ ~ ~ W-4~ - ~ ~ o
U _ r ; ~ ! T ~ ~ ~ - ~ ~ SEE DETAI~. ~ ~ ~ ~ ~ ~ ~,o ( ) _ ~ , _ BA :TAI.) _ ~~E ~ VARIABLE ~ d ~,5': o~
N~P~ ~ ~ p Q a~
i ~ ~ le, ` ~ ~ J t r' `f'~ 11~ ~ i ~a ~ _ ~n Z ~L / ~ - . ~ ~ LEVEL llP o ~ ~ R~II MERICAN GREEN W ~ _ ~ m NO 1 A F 6" STONE ~ Q
o„ _ ~ ; ~ ~ ~ ~ , C35C LINER OR APPROVED ~ LINING MIN. n~i Q U
. „ ~ i - ~ /~k 1. ~ ~ I I EQUAL TO BE INSTALLED ON SPREADER ~ 0 ~ ~ ~ ~ Z N W ~ ~ ALL [?ISTURBED AREAS ~ Q O
~ ~ ~ I A ~ ' . ~ o _ -=--u i i o DO'~NIvS1REAM OF LEVEL c~
r ae r- ~ _ ~ ~ ~ ~ I ~ Ul I SPREADER - u \ ~ $
I S` to a~~ ° .-r ~ ~ ~ - ,
ro ,X" ~ t 1 ~ / - ~----T' ~ 1 - , ~ I c IR HILL SU uJ I I _ 7 r_ z
~ ~ BD~ ?ISIGN `PRE-FORMED SCOUR HOLES (3) ~ i r~ J I o m Q ES (3) _ ' ,
~,r , ~ i PHASE j ~ I . ~ ~ ~ I ~ ~ ~ ~ N ~ ° ZONING : ~ 1 (SERE DETAIL) p U ~ N
tU ' ~ ~ i~ ~ ` 1 CFS PER SCOUR HOLE SCq Y ~ _ / ~ a ~ o ~ Q10 1,.8,.7 RHOLE
ro wAY ~ _ ~ - _ 1 ~ ~ j I ~ TOT L QUO.: 3~~,13 CFS y -
a ~ ~ ~ , , I ~ ~ 8=4.5 v , ~ i 1 I ~ I ~ i ~
- / / / ~ D~~.o~ L ~ j I I W=a.a' J ~
~ I ~ _ , ~ ~ a-a.5 ~ ~ P
~ ~ SCOUR HOLE i 1 ~ ? ~ PRE•FORMEC? ~ ~~i -
~ ~ , ; ~ ( _ ; , ' ~ TAIL \ i ~ . (SEE DE ) ` WETLAND IMPACT
Q10=10.64 CFS ~ \ S S IMPACT AREA AREA S.F.
a ~ B=4.5' ' 1 839 j
a I D=1.0 S 2 594
„ - ~ SS ~ ~ ; ~W-4.0 r ~ _ , ~ a 3 42 L z
a ~ 1 d-0.5 ~ / 1 4 82 ~ o
~ SS 871 ~ ~ 5 Q
rg SB1 L S ~ \ \ g 1454 ~ v
o~ ~ 3 682 0.08 AC. Z TOTAL ~ ( ) z
a ~ ~ 55 BUFFER IMPACT ~ 0 ~ ~ - o F-
S ~ WIDTH AREA N Z LENGTH ~
~ N L ~
0 E NB1 Z ~
E 0 r I Ua ~ F-
U N ZONE1 20 60 1200SF ~ N Z
Z NE2 20' 40' $OOSF - J 0 0
N N J o U
N N
V1 STREAM IMPACT o
N LENGTH WIDTH AREA
CL k E--
Q1 U I I II 5 100SF 0 SB1 20
C o Z
O7 EESSio . 4 N. ~
C C V~
N _ ~ SEAL : _ Q
Y 23072 Z
GRAPHIC SCALE
0 x IDO 0 50 100 200 400 IN LLJ
Z ~i W J 0 W 'mamauu~a~ 2
N
m IN FEET ) a
0 1 inch = 100 ft. 0
N U

PN,

_ _ _

r200S Sass, Nixon & Kennedy, Inr. exurESSly rPsendes'its common law ror~°,^ri~ht and erhar nro~erry rights in these plans. These .fans are no1'o tie reo~oduced, chanced or co ied in alp ~ firm or manner w~hatsoe~,~er. nor ar t!' t b~ assin~e~i t ~i~ thir ~ h h ~ ~ , ~ _
~ ~ p y e e ~ a _ ~ a ~ y d harry r~ out il~st o..ta~nirq t ~e expressed ~.rltten ~erm~,._lon ul~d consen, , an and consent of Bass, Nixon & Kennedy, Inc.

1 ~ - ~ - i I _l._ - - ' _ ' _ _..1__----r---
i , I ~ ~ ( ~ , . j s ~ ~ ~
1 ? r i' ~ f C'_-
~ r 1 I I ~ ( ~ , ~ ,
,

~ ~ ~ ,
Ii ~``'-~J~ r 1 ` "ter, ~ ~ 7 A r / A V ~ ~ J(vW ~
/ \ ' 'Vii' r ~ i ~ ~ ~ ' j ~ ~l .~v ' 1
~ ~ ~ f
\ ' ~ ~ ~ I
, ~ , ~ ~ ~ , - ~ ~ `•,,~,f j ( r-- ~
1 ~ _ _ - ~ I
~ ~ r , ~ r i i ~ _ I

1 1 ~ ~ ~ III '•,~°~~t ~ - r

. ~ I I ~ ~ , j ~ ~ ~ _ ~ _ _ , I ~ .
~111~ 1 i

. f
I I ' - I ' -
~ ~I ,
I Ii1 ~ , 1 ~ _ . \ \ 7l ~ ' ~ 11 S f
I J ' ~ ' 1 i >Hr rHd"r'iitSw!,t - . - ~ ~ I - I _ _
~ ,.+~h~~~lr r . ~ r , _ _
~ `r r ~ . ~ r ~1 / !1
_ f
,
N I 1 ' ~ ~ _ ~ ~ , _ _ 1
' ~ ' ~ ~ 1 \ ~ 11 a _a-~ u. b, o ~ it I r
i
, ~ , l J~ - m ~ ~ ~ ~ I - . K: ~ - r t , ~ ~ ~ , ~ t ~ t= ~ , _ r i ~ ~ r
r i
r. i 1 ~ 'I j' 11 L) ~ 1, ~ I ~ I. C I I~~ i. I i 1 ~.t, _ t .1_ . ~ ~ I ~ ~ 1 \ I f i rte" ~ ~ , r
s.-_. r _
.
~ ~ _ - I y ~ , 1 r ~ I I t n. ~ i1, t. ~ v , ~ h. I
I-~__ { - I ~ I tC~~- ~ J ~ I I~~~~ I i~ ~ l Ihrl~ a f' ,y ~ I I fl' '~hr,.~ "4, ~ i
~'~~il'1 ,i~\ ~~.le~ ~ ~ ~ I i~ , `i i~ V, ~ '.'r-~1~ J ~I l l ~ti . 7`i ` i l { i ' I I ~ L, f gall , ~ ~ ~~V' ~ - , f ~ . , I ,
I 1 i,~ {l~. ~ ~I---~-il~~ 4j_r.~ ( vr~ r_ ,11L ~ 1~'`o-~; i 1 - j 1~ 1
~•~1 I d~~ ~l '1-I-~ `,nr• ,~„i. IIj I i ~i I I ~i ~ i j., I l..i 1 V ~ I ~ I A ~'°X._i I i
i
~ i I~. ,~i~' ~~1~!(r~~ ~II 14 /C ~F,i~'ii~~~ ~.I r ~ I I t - ----1- -~iu B ~ , fi ~ T ~ , , , ~ I ~ I i l ; ~-r-r-~. ~ ~ ' r ~ , ~ - i
~ - I I ~ t ~ j ,-;.J ~l:e:.». - -:~i-.:~~ I ~ I ~7- ( I r~, i'~~~ ~ ~ t~~- •1 `1_ : ~l~ !C`~ ~ ~.L'' •°I. - 7 -^t,~:. t'y,f r~, i"~' ~xr_-- r
7 _ , ,r , . ~ ~ , ~ ; j ~ _ ~ ~Ii i
I, ~ w.., , ~ ~ . I I ~ I 1 ~ _ I,
~»I ; , , ~ i , , ~ _ ~ - -g ij I ~ --r~. ~ , ~
/ ~ i •I„ 1. I~ wLl~ I ~I\ ~6 \ I -i. ~ j ( ~ I ~I i i j' i ~ / ~ I .I ~ n I ~ ,,~i ~ 1 i , _ t
V' ~ I I`~' C ~ I ~ ~ ~o?w~... ~ i? ~ I ~ ~ ~ ~ I'~ . ~ ski. f I, -
,1 11:~ II ~ I', ; ~ ~ U ~ ~ r-~ ~ ~ r;~ ~~i ~•>.i ~ ~ , C,_ I f r „~~il. p ~ I !,I rl a6~ t' _ ~ 1 '~,..ti.~,~~ ~ . ~i .-fir,
1 ~ 1 14 ~ t . - ~ 7, ~ I , r~ r ~ _
_ f
I~;, 1 ~i b ~ i , 1 ( ,e~ 11( ,ti. q i , i~ ~ ~ l I I'I ~I I ~ ~r I'I I I ~ *k h,'. ~ I(~ ``~-."u 1 ~ ~!7 I ,
I 1
I - I\ ! ~ t N ~ 1
Ld ~ ~ ~ t ~ f F1~3 ,I;~ ~j~..,.t` ~Y ~ r~1 '"~i i ' Ti l~T~ _ r / J) ~y 8 03 5~ ~1~~~~~~; l ; T. ~ 1 _ v. t ~ z~ i r -ri-~ 1 ' U-
i
x ` 1
~ ~
_ l , d - I ~ r _l
~ ~ , ~ _ ~ t ~
. /l y ,
.1 x1 l l N ~ Imo,. ~ ~
~ ~ . ~ v t ~ ~ ~ '.1 `1 I 1 'Y ~ 'll al's ~ I I
c~ < , Il ~ l I I ~ _ t... . ~ , t • ~ - - ~ i F . _ ~ ~ ~ ~ 1
n• 1 •ii A , li"r ,II I .-h. I II ~ - "'-I~ I III Il~f` n I
i n l `I ~ ~ _ I i , , ~ I ~ w f`. I . ~ ~ X ;~.~h I ,rat 1 ~ ! .
P . ~ ~ i ~ . ~ \ I I ~ . ~ i 'ry ~ s ~.l \ ~ ~ ~..1 1~ ,r~~ I V I _ '
~ ~ I ~ I- i y' ~I
1 ~ ~ . °r., y, ~ - - ~ t '~1, , , , , ~ I~ 11 ~I ~ y ~ I ~ f. ~ I , , ~ 7 j I

r ~ _ li,' I'I \ ~ ~ 1 1 r i A ~1'•~ ~ ~ ~ ti r r~ ~ ~ 't~~~~ 1 I I, I ~ ~I~
'1 •1 ~ ~ a' Y, ~ ~ !:1 i.` i )11` 1 r li i I~ 11 V~
~ i, ,i ~ ~ Oy ~1 I t r~ r1 11 r , li; I jl i ~ ~ o 1~ , ~ , ~ ~ 1-'' , I, r~ I ~
j ~ ~l ~ i II 1 I V 1 ~ ~ry'p, i t ~ f` f I .I Il , ~ I ~ , ~ ~ • ~ ~ ir. If 1 I
, , i;~~ ~ , `y I r, i ~ ,..r". I; III .c
` t ~ ~i 1 I I~ ~I 9I r ~ I 1 ~ ~ ~ir " it ~y -f~ .~i11 1 li {
I ~ ~ 1, ~ c ,
i , { I 1 ~ r, ' I I II y, ~ ~F ~ j 1 I. 'I ~ ^r . ~ I I ~I~ I' 'r %I
t t ~ ~ I ~ 1~~ I j'~ , l ~ ~~r i I V ~ 1 ' ~ I 1 ~`I' ,r~~ ~vh4 ( I I Ali
I I ! ~ r l I I I ( Ill R r' IJ t__.1 ~ ~ , / I I r. _ I ~ j ~ r ~ 1~ V , .

,f, I , al,~l I I; ~r I r, i I; I I ~ ~ r ! ~ I i~ .f ! ~
~ ~ ~ 1 I ;i ,,I ~ , ~ ~ II r I~r I ~I ~ + ~ / i r i _ ~ 4r k ~'j ~I~ 11~ i
~1~ , ' I ( i ~ 1 ~ ~'~~;.I ,,f I ~I i~ I I ~~i h ~ l ~ i ~1 ~'~~il f ' ti {'i 1' ,v;~ Ii ~ x. ~ ~nl' j ' I III I~ I }
~ I t r,11 ~ ~ ~I .1 i ;ll; h , 1 ~ l ~ I. , ~ l , ~ 4 ~ { i i t f ~ I t it ~ I
~ i{ ( I ~ 1 r i ~a I~, 1 ~T, ` i j p r, ; , ` l . ~ ` I
i ~ - ~ Y I ` i r ~ ~ j'1 ~ ~ I il'l';.. ~ r;~ I I f I i li I' ~~i~ I ~ , ~ ~ I`.
i~ ! / ! I l ~ , 1 i., l! r i i.y, ~I L.I,
I ~ ~ ~ i i , u , G.t ~ r v~ { I I~ 1'r (t ' r r ~ ; p, ! f'I 1 ~ , ,
/ t r / r~ j ~j ~ ~ fr l ~ i ~ .I ~ Gl' ~ 1• I'~ r i'~ ! 1' i~~ q ~ ) I' 9 ~ i is . _.1.:-. ' ' / !I ! ~ :L r ~ ~ v .rfi I it a i i ' ! ~~r I ! f li. . r ~i ~ '.I,
r \ ~ f l ~ -I,.~, I r !F ! 4, 1. 1 t l ~ V~ ~ i ~ , ~ ~ • i I h „j i
r, r ~ ~ , ! ! '4 ~ J. ~ I l rr ! 1 ~ ~ ,r ~l ~ 1',:' ~''t ~ ~'L-.-` y r ! 1' I !~f '~I l~ 1'~~ ti~~ ~ / mi l i9 tl i ~I i r ~ ~ 1' ~ ~t t I~ I l ~ I ~ ' _ ,l I
v r 1~ Id ~ I t , rd _~~~7 j i 11 I
~ I~~r r . "1 , ~ V
r' ti I r r i t I %i I I ~ 1 ,t I - it ~~l 1
l Il G ~ t t , ~ -
t ~ I ~1! 1 ~ ~ ~r ~ I;n ~ I I! 1 ,~r, j !
~ ~l
` ~ v v' ~l t i 1 i ~~1 r, f I ii ;1~''; i r 1~ \ 1 ~lr" .t ~ ~ ~ . ~ , ll , 'r r~ ~ ~ i r r l n. I ~ I I ~ li L r r 1 \ ~ .~~d~~,'1 r ~ t' 'tN r 1 ~ I 1 I ,111 ~ ~ d,:~,1'~I '
r., I I
~ ~ n ~tt'C f , r i ~~'f j I I r r' ~ i j ,
~ I -k~ t i ~ ~ 1 it rll'
t t ~ _ a ! , ~ 11 I r 1 l ? !
,Yr t ~ ~ 1, ~ ~ / r5 ' ~ l;` ~ ~ , ~ ; \ r ~ ~ ~ ~ fir, ' , l '.1 V'~ Y t 1. e.,.. ~ ~ 1
r' ~ V• ~ ~ I t ~ ~ ~ i 1 i~r ~1
~ I, r, L. s ~ ~ ~ I 1 ~ ~ ~ t~ ~ 1 ~ r r ~ , ~ ~ , ~I ~

'l ,fit r_ 1 't~ ~ ~ i l'~ 'ti ~ I ~ ~ , _
~ ~ ~ i _ i i - ~ q ~ i 'ir', t ~ ~ ~ ~ till r ~ ~11 !lVl~ / ~
r I ~ \1, ~ 1A ! , r' , ~ I A r' t ,tri'~;lb',4. r r i i - t
, l / i ~ ~ ~ ~''r ~ ,r',~w.. I _ _ - ~
pp~~ D I ! ~ ~ ~ ~ ~y~ ~ / ~ - ~ ,,,.a,., r
%
p? V N N W ~ I I 1. ~ i q l, ~ I ~ ~=r_:.y- ~,v A.,. .a ~ ~ P ~ i i ~ ' ~ I I ~ ~ t ~ / , ~ ~ ,y,~
'i r cJ t G~----__
D I ~ r - n i ~ i ~ ( II ~ l [ ~ ~ A \ r ~ : _ _ .L 1 ~ \j i
i 1 ~ rlr iP I ~.~,,X , ~ ~ ~ ~l / .
it ~ 1 ~l ~ ~ J ! ~ ~ I 1t ~ 1 ~ ~ ~ ! ~ i 1{ tl ~ ~ U ,??,''-~y~f' ~ ~ 1 ~ 1, i1
I V r~ 11 lL~dl-- V ~~11; ~1,`

11'Ji i / , ~ 6'' i a"•._,<' ~ 'fir r i V1 `\`,,~;t
r 1, t~~~U ~~'~~~''rir~ ~ 1A ~ t r ~ ~ ~ : ' ~ 1.1
l ~ ; ~ ~ , ~ , _
1 ~ t r ~ ~ ~
~ l~ i 7 i ` , . ~ 1 f r
1 ~ . r /
I ~ ~ , i ~ 1 1 r, / ~
I / i/r ~
~
N N ~ ~ i ~ 0 0 z „ ,

~ i i,~ f~- i m m ' t ~
l /

r r m m
N Z N N Z
o ~ ~ o o ~
~ ~ 2 7D 2 -

- 'S .A Oi cn p ~ o o p
D
=n l

~ ~ pp N
O O D
p ~ p O ~ ~ O
~ ~ ~

SHEET 05343 6-27-05 SJ6 & JS
BA N I X N &K EN NE D IN JOB NO. DATE DRAWN BY ~
N T L IN E INE E R
WETLAND , PLANNED UNIT DEVELOPMENT 6310 CHAPEL HILL ROAD,SUITE 250, RALEIGH, NORTH CAROLINA 27601
OF IMAPCT MAP TELEPHONE: 91 ( 9)851-4422, FAX: [phone] ~ )
g TOWN OF HOLLY SPRINGS, WAKE COUNTY, NORTH CAROLINA „ _ N0. DATE DESCRIPTION •10405E LIGON MILL ROAD, WAKE FOREST, NORTH CAROLINA 27587 SCALE, 1 -100 REVISfONS TELEPHONE: [phone], FAX: [phone]
) t )
PRELIMINARY -NOT FOR CONSTRUCTION

U C
7~ ~ PLAN VIEW y' ~ .
L7 ~ ~ I ~ T J NSTALL LF1fl AI(7 RUSH ~ ~ VIDE OR DRG1 ~ MTH NAIUlK CR041ND
C I N i ~ OURFT ~
Y ~ I A A
1 C 0 - I I
I Z
N ~ ~ i j w
N m ~ ~ _ SOVME PAEFONNE~ ( , ~ SCOVR HOIE (PSM)-
~ ~ b ~ _ j (RIP RAP N BASN NOT
- - - 1 , C _ N _ , _ ~ ~ SHOMN FOR ~`('f) 0 NA T
_ _ ~ ~ ~ _ _ _ _ ~ ~I
8 pp v N. \ ~ t
ro ~ ~ 1 ~ SECTION A-A
o _ ,N r ~ ~ r` Pff oa ara O U ouTIET
_N _ - cn x PSRM 3-4" N r
I - D MN,) NANRAI _ ~ GROUND Q
a , C _ _ . ti ' ~ ~ Z _ N ;'V , PoP RAr wlnl n~ ~ J
~ _ _ _ ~ ~ FLTER FABfRC ~ Q ~ ~ sx Z r , . ~
3 I• ~ / ~ N Q
a ~ i- _ _ r - FORMED SCOUR HOSE o ~ Q . - - r r ~ ~
~ \ r~-... ~ _ _ - . ~ ~ ~t ~ ~ - - ~ ~ ~ ~ ~
a I H~,y _ x - ~ 5 ~ , _ _ _ _ ~ ~ ~~'YPq ~ ~ W o = ~ ~ ~ I- W z
N ~ y - . _ , ,n ~ _ ~ ~nr i ~ ~ - , ~ I I~ ,I _00~N f0 Q (0 ~ W m M
i, / - ~ ~ - - ~ ~ _ ~ as` _r- 4 ~OO r _ _ ~ WrI-O
C~ I / ~ 6 P - C -L. O ~g0 ~ V ~ _ - - _ a ~ i -a~s,~ v ~ ~ J L7W (n Iti
f Y ~~61
i 1 ` , 51., {1 _ , _ ~ ~ W ~
- _ - __y.,, ~ ~ \ ~ ,1 N w ~ . . 0 W \ d W Y _ ~ ~ ~ W ~ ~
_ , ~U t ~ ~ ~ ~ ~ _ Q. o, l l I ~ - ~ ~ a ~ a ~ ~ -3
~ , ~ ~ - t ~ ti' , - ~ ~ v ~ \ ~ f~ N -N ,
, 1 / '~s ' , ~ ~ a ~ Q
W ~ , ~ ~ ~ ~ ' ~ ro ~ ~ ~ y , , ~ ~ _ i ~ ,1 _i , . , _ - _ - ~ Q~ ~ . , .r A - , ~ r ~ r '0~
~ ~ ~ ~ ~ _ _ ~ ~ ~ _ . - r `1 ~ ~ I '~o ~ ~ ~ ~ ~ , , N In "r~` ° . ~ ~ . ago J ago
L 1 ~ ~ ~ / ~ , ~ , , ~ y . r _ ~ 2~~~
_ - ~ i I ~ ~ r . _ ~ ~ , _ _ ~ , -
- - . J _ ~ - , ~ , ,~s - ~ ~ ~ ~ ~ 0 w W W , \ s ~ --r- ~ ~ ~ a Z (5' Z
~ V ~ i ~ ~ x, ~ I ~ _ o - / ~ - u,.~ VJ _ a - _ - W' ~ - i
i ` .r ~ i ~ Y... C.n I ti , i i,~ ~ ~ ' _ r' 6 9
i I ~ ~ ~ ~ ~ ~ i 1 ~ -._j ~ ~ A -t 1_ ~ - ' r ~ I i ~ ~i - I 1 ~ CJ - % ~ o © _ - i I r f~-`- r ..1 ~ J - ; . _ ,
i ~ ~ _ ~f , _ ~ ~ - _ _ ~ ~ ~ I i " ~ l ~ I i I - - _1 ~ _ . F - ~ - i ~ 9 . • •
~ 0 _ - ~ e , i ~ 1 i s I , - ~ - ; ~ i _ r _ ~ , 1.. _ - - ~ ~ I ~ ~ - - ~ , ~ y ~
~l ~ ~ . _ - - - _ ~ _ - 4x _ ;
r ~ t ' I ~ t I S ~ ~ i f ry I 1 ~ . _ ~v
v ~ _ ~ 4. _ _ ~ _ , / ( _ ~ 5
~ ° i ~ ~ ~ c u, , ~ r _ - {~,.1. . r _ _ _ ~ .-ewer / ~
- ~ ~ , ~ , . I ~ I, ~ r ~ ~ _ ~ ~ ~ ti.: _ _ ~ , _ , - v ~_L1---9 ~ ~ `~a_
> y M . 3 ~ _ I ~ _ ~ - J 1j - . \ ~ 6 y: -
a ~ _ „ ~ - _ ~ ~ , x ,s ~ ~ ~ r ~ ~ ~ ~ _ o z, - . _ _ _ 21„ ~ - - ~
r~ ~ ~ i L - ~ ~ ~ _ I ~ , _ -.v-, l7 _ F~ 11 ~ ~ ~ 1 ~ ~
+ l i I~~ - ~ ~ - ~ _ ~ , ta= ~ ~ 1~fi , ~ y < ~ ~ ~ - _ . Niy
_ 1 I c i ~ , r ~ ~ " ~ ~ ( . ~ ~ ui.o ~ ~i .dine ~ a}n1~U ~4, 1 ~ A," f l~ \ 0 VJ - - - 't. --ice....
1 ~ II 5 E I , ~ ~ ~ I _ ~ ~ r , , , ~ , , - - w i ~ ~ ~ ~ ~ ~ i - , - a~
J, - I ~
a - - ~ v 1. - ~ J ~ -a .-i. ~'i ~ - e o}a.~ ~ G i'~,. ~ t - e 1 f 0 ~ . ' i wo ,u~, u1~I{ ~;~.IE ~ w 0
_ ~ - i ~ - T _ . - - _ - ~ PREFORMED SCOUR HOLE \
Y' _ i - - - ~ ( _ ~
~ I ~ ~ t ~ ~ Q10= .57 CFA-- W
5~~ k lti1J 1! a ~ ~ - _ + .x'`4.5 ~ Q 0 ~ ~1~ D=1.0
(J iii Wt ~y l~k ~:1' ~ 2 1 rs 1 r u]~~A ~ 30 DRAI4 k 55 ESAIi ~ ~ ~ ~ ~ ~j-. ~ .ens ~ ~;~.~u. • a~ ~w .~~e-uW ~ n¢,.v,.rss.aau.~u~~ ~i. ~ ~ I \ ~ W=4y '
p 8A M I B95 PG.1052 ~ A ~ ~ M I ~ ~ " i ~ - - ~ ~ ~ ~ i r , PRE-Ff ~ ~ ~ ~ ~ ~ ; ~ - ~ ~ I~ }x_11- _ ; _ ti SZ PRE-FORMED SCOUR HOLE -'~.Iti - ~ ` ~ Ad-0.5 ;~A.~ER'- ~,ARiABL z
~ - ~ - ~ ~ - (EE D _ - L EL SPR ADE ~ ~ - - - 10=9 ~ - ~ (SEE DETAIL) - ~ 5,APLED
- - _ ~ - ~ II _ , ~ ~ - ~ _ . ~y - - , ~,FS 10-9.97 C'~S _ x Q10=9,97 CFS - jN ~ _ m
- ~ ~ ~ ~ I - i _ ~ _ '~f ' ~ F F GTH=13 F!1 CFS - . JV_ - _ B=4.5' ~ - - - ~ ~ PLACE ~FS _ c y~' _ ~ _ cXIST~~ EXISTING Z
ro ~ 9~, _ - - ~ - - ° - - '~s~ L - - - ti= a ~ _ . I i~ ~ _ ~ - r a. - D 10 i r f - - ~ 9.97CFS x 1'~LF-129LF r. _ _ D-1.0 ~ p(~'~ ~ GROUNC - GROUND m 3 a 29LF W=4. ' _ ~ 1 ~
~ a ~ - ~ (SEE DETAI ~ ) - ~ d=kf.5';~ ~ ~
o ~ ~ _ 0 1 ~ _ , L _ tK~ ,ti ~ Q
_ _ - L I'6`~~ ~ ~ i' / ~ ~ I ~ 1, ~ ° ~ , ~ Z ~
~ / VV _ _ I A~ ~ , ~ NORTH AMERICAN GREEN LEVEL l 6" STONE ~ W _ ~ C ti V OF F- Q ~ .350 _ ER OR APPRO ED m
Q ~ a 1 ~ ~ 0 ~ ~ ~ ~ _ _ - - - - v _ , ~ ~ r ~ _ / _ ~ J i ~ _ _ / _ ` ~ ~ 1 0 - SPREAC: LINING MIN. N Q ~ z L~UA_ 0 BE INSTALLED ON ~ ~ ~ ~
C ~ / ~ + ~ $ ~o ~ _ ' m - / , ~ _ , , , ~ ',LL .,'S „~RBED AREAS N W o
N , ~ - 1 , o ~ ~ N ~ N , ~ ~ C10w'~S R_AM OF LEVEL Q o ~ i j ~i ~ r _ i ' _ I N ' u
1 . _ ~ I ~
m - " ~ / . ~ a ~ ~ - ~ i i ~ ~ I, ~ ~ i ~ i ~ r ' ~ _ j ~ 0
m ~"i1 ~ ~~~IR ~ ~ SUBD - ~ ~ = ~ - ' I- ~ £ a ~ vtSION pRE-FORMED SCOUR HOLES 3 I, v w 1
~ ~ ~ ~ I PHA ~ ) ' SE ~ ~ ~ - , ~~m~~~cg Z~NiNG ; SE~EDETAIL ~ ~ ~~N ~ R-~Ip ~ ) ~ o p U
~ Y ~ j ~ ~ fi ~ Q10=1b,71 CFS PER SCOUR HOLE ~ ~
ro wAY ~ ~ _ 1 ! 1 ° I TOT ~ Q =32.13 CFS n ~ ~ ~ ~
I _ m ~ i ~ ~ B-4.5 N ~ i -
- f / ~ ~ i oa~.o' '
~ ~ ~ I 1~1=4.0' f ~ ~ . ~ d=0,5 ~ ~
~ ~ 1 i L 1\~ / ~ FORME SCOUR HOLE / ~ PRE G~ I ~ P ~ _
~ ~ ~ \ SEE DETAIL I , i 1,( ) _ ' ~ ~ WETLAND IMPACT
~ ~ Q10=10.64 CFS i ~ / ~ , ~ SS IMPACT AREA AREA S.F. -
o i I i S a B=4.5 NB1 ~ S ~~`i ~ 1 639
L I 2 594
~ 1 `W=4.0' I SS ~I L / _ ~ I i Q 3 42
o ~ 1 c(-0.5 n ~ L z 4 82 ~
c S ~ m ~ v ~ S 5 ~ SB1 5 871 ~ ~ ~
c 5 ~ 1 ~ j , 6 1454 Q ~ U
i ~ a ~ 1 TOTAL 3,682 (0.08 AC.) z 2
SS $ _ ~ BUFFER IMPACT ~ 0 ~ ~ -
o F- LENGTH WIDTH AREA N Z
C 0 U N
E L ~ N61 ~ Z ~
E a ~ I ~ ~ r
N Y_ ZONE1 20 60 1200SF a w~
C Z
ZONE2 20' 40' 800SF - ~a J
o U
~l7 ~V' STREAM IMPA T ~ C
0 , ; G ~
a x m LEN TH WIDTH AREA 1~ '
U C V~ , , ~,t ° SB1 20 5 100SF 0
'.L~ 4
N ~SCQ'`Y~;
C C N
SFAI _
s Q • 23072 '
C GRAPHIC SCALE
x Z 100 0 50 100 100 400 %~i'•.NGI W -
W
U) N It m rrnrmnnu~u~~~ 2 W
L ( IN FEET ) N
0 0 1 inch = 100 ft. . a.
N U

I .,"Mb .64nPP a N ii,i::l ..•Ir~i `e ~ .i'.A, I

U
C

C I C N PLAN VIEW
Y I 4 T OIL FO 7T NSTALL LE1fL Alq RUSH
C ~ PIPE OR DITCH C ) MTH NATLRAL GROUND OUTLET
0 x A A
2 ~ _
N _
m ~ _ ~ _ I
C - _ I \ SWARE PREFDRNED ( ,
N I C ~ _ _ _ ~ ~ SCOUR HOLE (PSH) (Ap AAP N BASM NOT
0 i - ' ~I SMONN ~ CURRT~ D NA f: T
U ~ C - 1 _ ~ _
G 0 ~ _ _ \ y
I j: _ ~i ~ SECTION A-A
I:I Yi _ - - - r j _
_ a Vii) ~ 1 ~ ~ aR aTC~ o i ; ~ ' ~ aunEr _ -
. ~ i ~i D 1' 41~ _ _ NANRAL_ N ~
i . , o
1,. _,A._..-___ _-..__J~--. \ i - ~ ~ FiTER FABPoC - J Q - , / Q X31 Z
N ~ . } v_ _ _ _ ~ ~ J. ~ ~ / ~i~ Q J
s _ _ a ~ ~ _ ~ - _ _ ~ - - , - _ - N / PREFORMED SCOUR HOLE ~ ~ 0
_ _ _ ~Y _ ~ I _ Y, „I ~ ~ - _ _ - - VJ - ~ ; ~ ~ ~ U Is'~ r
_ _ L V ~ ' i ` ~ ~ ~ ~C4ie~i~. 3~ "o- nC w`~ / ~ Y~qs a76~11~ "PC PL~.~ T _ ~ ~s sas , - _ ~~,a= " i W o z ~
~ ~ 64~ X05 h _ ~ I I _ _ ~ ~ II _ - - _ } ~ ~ - ~ ago- ~ ao ~ - ~ , _ N
~1 ~ ~ I _ IoM .f , ' a 7 ~ ~ ~ ~--r, ~ ~ _ - ~ _ - r. ~~so~ ~ 1 ' i Z f0 Q (0 - -
~ r ~ ~ - ~ ~ ( ~ 1 ' i _ ~ J ter, .._i^ - _ .;r"'~ _ - - - - - I . - ~ - - - _ L. 1 1 1 - - } J 1
~ - _ ~ _ _ _ , f ~ ~ ~ i I. - ~ ~ , ~ I~~ _ a= I - , I ~ ~ - . 1 } ~ }1l' lt7 fA t~ _ - 1 } ~ - - , ~ ~ 1 _ A } ~ ~ 1,
lu ~ , - ~ ~ I ~ , ~ ~ I~ _ - _ ~ f _ t 5~~ al~~ ~ J ~ _ ~ ~ _ _ _ _ I I ~ ~ l.. r 1 ~ ~ ~ ~ ~ ]1`L:. ieoa g'mu , r~ ~ 1'F-r - aas%-- ~ I ` V ~ I (1~' _ 1~_!_ ~ \ w a<5 \~LJ' _ 111 V
r . ; „ / - ~ 111 ~ ~ N W
\ V ~ o~ - - , , u ~ W Y ~ w Q Q _ : _ } A I_ LL Q LL
_ ~ ~ I ~T,_r y... I I r / ~ ~ ~ ~ , , ; ~ ~ ~1, I ~ - . 1 1 1 l i p ro Z \ I A V 1 11 I'T`_,~__I ~ ~ (i I ~ ~ ~ _ _
, 1 ~ r y Q ; \ N ~ ~ Z ~ - _ N " s ~ (~y. 0 ~ 0 ~
- - - ~ ~ _ - ~ ` ~ R Q~Q~ _ 3 11 `a ~ 0'_ 0'_
! I I I ~ , ~ ; II-~_ ~ ;~_i - I ~e=- it _ ~ i I , ~y~, ~ ~I ~ I ~ , J I GL ~ i ~ I - 0 ~ ' I li I4 R9inP~ d ~n116 '.1_.. .L I I r C ~ ' U / ~ -ti ~ f ~ I l I ~ a6`ot; raM~_ C I i ~ I I ~ 1 ~ s 1 ~ II ~.:w~ t_ ~ - - ~ - NON -
11 I I a~ xl , I `-'-x_ , I f z ~ _ ~ I I _ l~~ ~...~x^t ~ ; -.v - ~ ter. o ~ J I ~ , , ~ ~ ` ~ ~ , ,f t T ~ ~ i - t - _ I - - _ _ - ~ - - ~ _ ~ , ~.I~~}.1., - - ~ ~ ~ x ~ J ~ ~ J ~ _ ~ - - ~ J
• t~~ ~ L~ Z~ ~
_ , _ ~ T ~ ~ _ 01 r, - , . _ ~ ~ - - Y r.. _ ~ - ~ A ~ Z~Z
i ~ - I r f I ~ ~ ~ I i ~ ~ ~ ~ - _ T l ~ 6 , _ ~ ~ ~ ~,~~~o;; a - _ , I_ ~ ; , \ U) Q0~0 - _
_ -t-~ I _ , I _ . - ~ ~ . . ~ ~ ~ ~ ~ Ua a
; o - _ - - _ / i ~ ~F''c ~ 2 n,ru i - ~ ~ - I - _ M ~ ; , _ y- _ , as _ ~ Ow Ow A, r J J 4 a a - - =z _
/ " / ~'.1-c ~ ARi ~l 6 ~ ~ ~ _ ° y ~ as . , / , ~ ~ k _ s _ ~ _A ~ m (0 f- f-
off' ~ ~ ~ ~ ~ N i' r ~ ~ ; ~ Ida uoi ~ ~~~L~ , - ~ ~ ~ I i _ - ® - - _ _ !
, ro _ ~ l G1 !f c- ~I, I ~ 1 °g_~ ~ I~- I - A~) I~~ ~ I ~~i _ _ _ se v_ , , ~ _ , I / ~ , p _ ~
_ _ _ _ ~ ~ ~ - ~ i i/ ~ rr~ i i I ~ I _ r ~ ~ / i / i I i I is r a. 1 ~ ~ ~ ' Scnr,. _ 4 0 ~ GREEN ~ ~ ~ _ i i/9oN ^ CI i , ~ a s I z i ~ ~ u~ p,aor - - _ - - - ~l . ~ - ~
_ ,ry.~..... `u ~ ~I- I , , I ter- ~ b 0. i ~ , ~ '..~J ~ ~ _ a„~ i, ~ I i I I i 1 I I - , i _ - - - 5 ~ , i\ , _ i ,
/ I ~ i d ss < ~ . - ~ I j ~ t ~ - - n~ , ~ \ ~ I \ _ 0 . 1 spa - ~ ~ ' - _ - _ _ I -
rn / , . ` ~ I ~ i _ - J „ I - ~ - _ . - ~ N _ III r _._'c- _ ~ , _ \ \ y. ~J
I ~ ~.r_ ~ o / i I s ~ • . r" ~ I / i' ~ ~ ~ - . . i _ ~ _ ro ~~,re ' ~ ~ ~ ~ i I
~ ~ ~ - ~9 i w ~ ! ~ ~ ~ 1 - ~ zl JI r' r~ y I lam.-. I - /i 11 ;k ~ c \ ~
` 1 ~ ~ _ ~ _ - 1 _ - - ~ t v ~ I ~ ~ ~ " a 12 I N ~ ~ i ~ ~ ~ U1
' : _ I IJ ~ ~ lr ~ w / ~ - U~I is / ~ , , I ~ i n~V~•. ' I ~ ~ ~ I I m,a y i ann ~ ayr a j ` i.f" II ~ - - ~ /~\VA V au.o ,gnu e~' 3 _ - - _ 1 ~ ~ ~ - Z ~
_ ~ ~ - 1 'I , o.v ~ ~»o ~ ~ ~ l " _ - - - - _ - ` ' r 0 rn - ~ -
_ ~ ~ ~ , I e ,a, ~ , ; / A, I ~ ~ ( i i ` _o I' . I e I - : ~ el ~I : ~ i ~ ' 1~°" ~ . ~ . a a ~ ~ oc
~ ~ ~ V~- ~ 1. r~ r. r wo I ~ GIB Il ,p ~ ~ ,.r d~~. -r~o I , T-r-'rT j~~_; ~ ~l~ \ ~ ~ I ~ ~ .I ~ ~I i ~1.~ 'I I I ~ _ C f.- ' ~ I~ sy , I M ~ ~ },r - ~ - ?1 I t ~ r 'f I ~ '~dWrE r ~ ~ U _ _
/ ttl ~ „ - r J ~ I _ _ _r r .c / - _ - m ~ I - ~ , ' ~ _ ~ ' ~ ! 120 ~ f~ c ~...-~dRe!,PR 1 ~ ~ W
! ; ~ _ o - - ~ ~ ~ I ' , , I f ~ I . . u F , ~ r eJ u y t ~ _ I ~ PRE~FORN~D SCOUR HOLE 6 p
- - ~ III ~ ~I I; ,i ~ ! i,~~~ i~r ~ ~'1_~ f I I- - ~ a _ - - _ . _ _ _ _ - ~ - Q10= .57 C \
~ 30 DR ~ I ~ _ - - 3 ~ - '4~ _ - 1 AIN 5 ESra i ~ ~ - ,~B`4.5 ~
I~ _~'I. +ne C1 -ing ute .m..an: ana.au, ~ nv.v'«ry:~u.uw.«w .I. ~ ,e 2 ~ , 0 _ B.O,M.1 A96 PG.1052 ~ I ~ arts , ~ " D=1.D p i
~ I ~I ~ ~ t~-~ t ~ i- - ~ ~~r.~ Ii I-: P CP o ~ ; , , . ~ _ / RE-FORMED S( ~~aN W=4. ~E-FORMED SCOUR HOLE 5 ; ~ l _ ,
- _ ; ~1 \ d-0.5 ~ SEE DETAIL) ~ 5~9 ~ ~ MATERIAL vARIAeL z
~ ~ i j ~ _ , s,. , L EL SPR ADER EE DETAIL) J ~ ~ ~ _ ~ _ , ~ - _ Q10=9,97 CFS 9 ~ ~ ~ - _ - F - _ 10=9,97 ~ STAPLED CFS ,APSE ,a ~
`o ~ ~ I ~ ; ~ . ' , 1 i r-_ ~ . ,--~-~--t: _ ~ ~ - _ _ - _ ~ ~ _ i os 10-9.97 S , 'G J , ~ _ _ - /1 a ~ - _ - /j8 ' ~ ~ _ ~ ENG1H 1 l1CFS -4.5' , ~ ~ ~ ~ IN }
I ~ _ ~ ~ ~ ~ i EXISTING PLACE m -1.0 ~ ti0 ~ ~ ~ ~ EXISTING _ i' QP ~ GROUND Z
I 9 97CF o ~ F ~ ~ - - - = ~ _ S x 1 LF 129LF _ ~ ~ i ~ _ i, - ~ r ~ W-4. ' _ ti _ _ a 0 ; / l i - ~ / SEE CIETAI '=4. ' ~ ~ ~ 1 GROUND m ~ 3
0 ~ ~ I ~ ~ ~ ' ~ i ' . ~ ~ ~ BA LAKE ~ _ .5' I i ~ ~i~ X ~ k FFER ~ ~ ( ~p~ ~ VARIABLE p
1 _ ~ EN / a
_u i ~ ; 1 - - _ - ~ , ~I! _ _ _ _ , I I I ~ I p Q ~ ~ ~ , m ~ LEVEL LIP ~
_ ~ ; , I ~ ~ - - I _ ,1~ _ ~ - _ ~ y~ .I I , ~ / / , I, a / ~ y, \ ~ - A NORTH AMERICAN GREEN o Z ~ ~ ~ C350 LIP!ER OR APPROVED OF 6" STONE ~ W ~ o t- Q
~ ~ ~ ~ ~ ^ ~ ~ ~ ~ 1 ~ ~ ~ i . ~ ~ , t - ~ . ~ _ _ _ _ 1 ~ ~ \ z EQUAL TO BE INSTALLED ON SPREADER LINING MIN. N Q J V
~ ~ _ ~ ~ I i _ ~ _ ~ ~ r / ~ ~ ALL DISTURBED AREAS ~ p ~ ~ A ~ Y N ~ \L DOWNSTF,EAM OF LEVEL W Q o
- ~ a ' ~ ~i ~ ~ - ss ~ - , ~ UI o ~ SPREADER
v ~ / - ~ ~ ~ ~ ~ a - I ~ ~ FAIR ~ - u ` ~ ~
I _ ~ f y o , ~I pH VISIpN `PRE-FORMED SCOUR HGLES 2 3 ~ ~ m'-~~,~~,a ASE 1 , ,4(3) J
i ~ o ~Z w ~ m Q
ro ~-.W ~ ? na~~ ~I NG • R~Ip (S DETAIL) AY ~ a ~ - i!'\ ~ ~ A ~ m a Q10= 71 CFS PER SCOUR HOLE 0 0 U
' - ~ ~ ~ ~ I J O TOT Q =32,13 CFS I N ~ ~ - ~ ~ ~ ~
r ~ ~ ~ ~ I 1 B-4. 1 ~ I , i i
c ~ • ~ ~ ~ I D=,~ .0' 1 i ~.I' / ~ ~ '
L ~ o, ~ / ~ ~ I d-o.5
~ PRE-FORMEQ SCOUR OLE 1 ~ f - _ r ~ I ~ ~ , ; ~ , ' (SEE DETAIL ~ ' ~ 1P i ~g ~ ~
~ 1 \ ~~G
a Q10=10.64 CFS ~ I o - ~ 6=4.5' ~`I 1 SS i WETLAND IMPACT , i
D-1.0 ~ ~ ~ _ SS ~ IMPACT ~ ~ ~ , AREA AREA S, F.
~ 1 W-4.0 S i i % 1 639
a ~r ~ 1 S ~ =0.5' \ ~ ~ I , ~ % 2 594
~ ~ S ~ S ~ ~ 55 SB1 ~ ~ ~ ' 3 42 ~ ~ Q
~ ~ 4 82 ~ z
a ~ ~ ~ 5 71 ~ ~ ~ ~ ~ 8 p
o ! o ~ 5 ~ 5 y i 6 1454 ~ ~ ~ ~ Q v TOTAL 3,682 0.08 AC. ~ ~
3 m { ) Z
c ~ ~ o ~ _ BUFFER IMPACT ~ 0
E LENGTH WIDTH AREA ~ °
o ~ U ~ z U
4) M N L ~ ~ NB1
N G) ~ Z ~
^L' W ZONE1 20' ~ - ~ ~ 60 1200SF a W N
n~ W L Z
N ZONE2 20 40 800SF 0
N N `u J O U
Q x m 2 STREAM IMPACT ~
0 o
c LENGTH WIDTH AREA ~
m ~ ~ C r,,,,,, SB1 20 5.
c c o 100SF p
m X Ess~ Z • V~ 0 • r • p~
o~ ~ ` • u
o f_R A A~-TTf'' Cr A T ~ i SEAL _ rr
U l1~ Lll 111V UV t11-lI:1 X_ Z N 100 a so 100 zoo 400
s~ 23072 Q
N ro m
h ~a W -
°o ( IN FEET } +"uiuinu W LL J
C\ 1 inch = 100 ft. 2 0 W N ~
it

7~,q~5. ~ soa» ~Irq FIP-,P-~1 f _In inr~~;, nw~, ~ wrnni, '1 is ^OPfi 1 Ol 17 PiA, O,lcoP, ,o* 1;.~lr RnnnL I7iid ~ysln51- •e'Pq 1: 1, tiorE„ ^ "d,

G PLAN VIEW
n I I 7 00. T NSTALL lE1EL AND FLUSH
c PIPE OR DITCH C ) MTH NATUtAL CRg1ND CAl7lET
c ~ a7 Y A A

C d ~ X ~ ` ~
z `
N I w \ `I ~'G ~ARE~ CORNED
m ii m (RN RAP N BASM NOT
o - _ ~ ~ D NA i T

o !
U _ _ ~ S
C !q _ r` - o = ~ r~ ~ PPE at ara~
C ~ 0 'N - - ( r, PSR4 J-1' N ~
N _ ~ l ~i DD i D I M~ _ _ _ _ _ NANNAL_ lO i% ~ 1 ~ Q
ti . f R L _ N _ _ ~ ~ ~ i~ PoP R,w rAtH r tuCK ~ Q
C ~ ti:i o _ - ~ ~ ~ ~ / RTER FABPoC O Z
~ . rl y, ~ ~ _.____._-Q- L t ~ 7 1,: ~ ~ - l ~ - N Q O - _
.9-- -ice-'/ / U ; PREFORMED SCOUR HOLE _ ~ _
~ - ~ ~ ~ F i ~ - _ ~ ~ ~ (A a - , ~ , _ _
_ _ T - _ r_-. G. _ ~ _ _ : . r~ z
- _ - _ I ~ ~ - , , ~ ~ . , -E~.~,~ BYP, ~ ~,~r ~ ~ _ - _ _ .'ASS ~ i / - _ ~ I CAF "`t- 7i =t3 ~ ~ ~ _ ,r .5_ J ~ Z ~
/ ~ ~ I r ~ , - ~ i _ _ so ~ < =~ZM o ~ ~ w l^ 1
C ~ tip x.19 ~ ~ I r- _ ~ - _ _ _ ~ _ _ _ -
~ ~ p"s""d e ~ ' - _ - - _ ~ , ~1 1 i i ` ~ 0) ~ O) -
~ i~ ~ d ~ ~ I 1 4 ' ~ ~ ~ 11 ~ ~~`:.i~ " P ~ -~r- 17 ~ ~ ~ ~ _ ~ _ - _ ~ ~ _ . v Q l ~ ~ ~ ~ r f 1 ~ n/ ~7a _ ~ o - _5 _ _ ~ _ 1 _j 1 ~ _ , - ~ - _ _ - -
l _ _ - N..W.. - - ~ ` ` W W Y
1 , _ 4- ~ I I i " i L / ' ~ ~ ~ ..aoo ptc~ ~ . r. . ' ~ ~t' I ~ ~ -ir~~~~ ! , 1~ - ~ i - ~ ~
Z ~ , i : ~ ~ l ~I ~ ' ~ ~ ~ ~'I 7 - - , ~ i 1 _ , = N N _ -
_ A _ I _ .mil ~ r 1 ~ I ~ I~ ~ a ~ ~ r 1 ~ ~ ' _ ~ ~ ~ ~ ~~(1 ~N~N
- ~ C ~ _ ' . ti z ~ _ _ c? - . _ ~ Q - ' - ` ~ ~ ~ ~ 1 ~
N ~ I i f - a ~ ~ i ~ , i I ~ , - - ~ ~ ~ ~ o~ _ r 1 j~ ~ ~ ~ ~ f - - , ~ I„ ' l _ . w. ~ , , - l 'moo - \ ~ ~ ~ ~ ~ ~ - J ~ ~lk\ \ ~ J ^J ^
I 1 ~ I I ~ I ~ ~ - - ~ ~ i ~ ~ I ~ _ - ~ r~ a~ ~ _ I \~r~ ~ ~ 1~.~~~~ ~ Jr~r
~ - SO" _ I i ; = I i { 1 i~ ¢ cs~3 d Anna ~ ~ i I I s~ I ' • Asn i. I ~ ~ I ~1,r .yam, . _ . _ ' 1, ~ 6 ~ ~ v ~ ~ ~ ~ ~ ^ ' i ~ _ ~ Inc}. . - ~ ~ ~ ~ I ~ ~ ~ ~ ~ ,~_I ~ i ~ I - 1, y - - r. _ ( ~ I A~ . ~ A I ~ ~ \ z ~ _ ~ 1 ~ ~ J
C ~ ! ~ i I I ~ ~ / t ~ - _ ~ I , _ ~ ~ I _ ~ ~E_ i _ i ~ ~ ~ i ~ ~ t ~ i j 7 ~ t, inn o Ir , ~ ~ WWOW 1.19 ~ ~ \ q 5-..,. ~ ~ ~ ~ ~ ~ \ 1L z z r 1 ~
o ~ ~ ~ _ - _ - - - i r L ~ i i - ~ e ~tlT!?~ n ~ ~ n~ tie - 1 ~ ~ _ _ - i ~1 _ ~ Q~J~ - ter. i ,r- - i
~i ~ r 6 ~ I ~ , ~ ~ r ~ 1 ~ l_~~----- - _ + , ~ \ C ~ ~ ~ ~~i i ~ , ~ ~ I/"-1-:°". ( I _ ell `;v` a- ~ I 6 sa' Y~. - a i i ~ ~ ~ ~ 1 _ © ~ Z=_ UaWa - I ~ I > . ~ t0 i 6 ® ~ ~ ~ ~
_ 1 4 ~~O ~ ~ ~ ~ ~ / l_ ~r f I I ~I I ~ _ ; ~ C to , ~ ~ I z r ~ -t= ~ ~ ' o~ , - t "i - i.i ' . I ' ~ a.-..-'-L..~-.f ~ ~ i ~ ~ ~ - - _ j _ ~ . ~ O O I ~ _ ~ i A~~. \ WOW
y ~ ~ ~ ~ 7. r ~ r ~ ~ ~ / "I rr` i . lUDQpSko-- . 1._T _ _ ~ - ~ _ i ` - - I _ - w a~ _ 1
ii . s _ na 0 ~ ' i i ~ ! I. o ~ ? , _ SEA ; ~ DSO r L___ - \ A~ ~ ~ r ~ ' + _ e
_ ~ f ~ - ~ . ~ ~ / ~ . 1 ~ f ~ ~ - - ~ . _ - - ~
a , , ~ ~r_ 1 _ s ~s ~ - _ L ~ , ~ ~ , ~ , ~ i , ~ due I~ d ~ -j' ~ _ ~ I a ,~o es - - r a~ ~ ~ ~ , n _ I I ~ _ _ .4 ~i ~ _ ~ _ r~~ ~ ~ ~ A'~ F
\ ~ ~ , ~ I S , ~ - ~2 ~ ~ / ~F~ ~ V ;7 ~ I I ~ - _.'L LLA6E ~ ~ ~ ~ ~ i ~eaiatniw ~ . - _ ~ i ~ 1 F~ u ~ i ~ r ~ ~ . ~ ; ~ 7 ~ oR~ ~ ~ I I ago ~e~i ~ ~ ~ a _ - . _ - t.; \ ` r _ ~ . A
i / _ /i~ ' ~ - , ~ ' ~ ~ 1 ~ _ cnntl - i ~y~ - ~ 15' ' 1! - m e~ N tv.~ax . _ +...:~o, - ~r - l ~ ~ . i _
~ , _ _ _ I ~ ~ i ~ i ~ ~3- ioeEa it a ~ ~ - - - ~
~ ' I ~ ~ n _ i ~ i ~ . ~ 1 I ~ ~ ~ ~ ~ i I i j ~ ~ I 1_ ~ - _ i - 6 -
~ ~ ~ ~ ~ ~ 9 ' ai ~ ~ _ ~ ~ i i i ! ~ i_._- _ l eo", /,i 7 s .see i _ -a;; _ pis ~ - ~ - ! 19 i~ _ _ - .:K., ~ ~ . , i ~
I, - t ~ ~ i ~ o r9~ - - ~ ~ j I ~ ~ ~ - r ~ ! ~ ~ _~-.r: G G (n 13 . 11 - - ~ _ -n N _ m ~ Z
3 ~ ~ f ~ ~ ~ . - _ I _ ~ , ~ - _ ~ (I _ ~ ~ ~Y ~ m ~ - _ p
S i~ ~xv me 1 ~ ~ ' nur u a eu.e ~ n ve r 1 1 ~ ~ ~ ~ mm I ' - ~ - ~
m , , : ~ ~I -ate.e - j I ~ 4 - _ ~ ~ I . ~ r I ~ - , - i ~.,Qey. I ~ _ ~~s ~ 5 ~ ~ - - - , ~ n. _ _ _ ~ ~
m.o _ . ~ ~ - .n.o , I ~ - - - ~'eC ~ ~ ~ _ _ ~ / is - _ Q _ T ~ i ~ ~ - a~.n C - I i ua; G A, _ ~ . _ U
_ E ~ ~ , \ L- ~I ~ : 1 f ~ w
d y ~ i ~ euo ~ I r EE S '1-~n_ ;i~ I i i i l" u r ~ _ _ . _ / ~ ~ PREtFOR D SCOUR HOLE 6
~ ~ ~ ~ ~ r ~ ~ . _ - e~~ ~c~e + _ _ / ' _ ~1j ' ~ ~
_ a _ ~ a _ re o, t Q10= .57 C W
u : - _ y}- y ~ ~ 7 _ _ B`4.5 0
- _ •1 1 ~ doe '-Jr',. _ _ _ ..r.. i i me 0 ~ ( - ~ «,u~ ~ ~ I - - i _ d - D=1.0 ~N W=4.
~ JO DR I 1 1 ~ 1 ~ ~ ~ ~ o ~ AN & SS ESM i 'u ~e~nu i t f w iee uf. i 1 ~ < .,T~a ~ : p B.O.M.1A95 PG.1052 ' - ~ _ - ~ ~ ~ i , PRE-FORMED J I ;~e~ ~ ~SL° ° -PRE-FORMED SCOUR HOLE 5 ~ d=0.5' vARiABL z
n .r \ ~ i _ _ r _ ~ - - - SEE DETAIL _ - ~ ) Il; -S'~~0 MATERIAL (SEE DETAIL) ~s 1 STAPLED
~ ' ~ L EL SPR AD _ ~ ; ~ ~ ! ~ ~ i i i~_ \ ~ _ - - _ - "i ~ ti-;r _ Q10=9,97 CFS - P~'~ 1 ,0 ~ Q10-9,97 CFS r = ~~~~,PSE IN m
7 10 9 . i , ~ ~ ~ ~ _ _ r--. ~ - - _ _ , ~ o'~~ s ' B-4.5 c. ~ ~ G'y ; ; ; ~ ; ~ ~ = ~ . - ~ - _ - - - _ _ , ~ /s ` LENGTH=13 FI1CFS _ e B=4.5' E EXISTING PLACE EXISTING z
I ~ ~ - 1 ' m 6 ~ _ - _ '1 r~ _ _ _ _ ~ ~ - , T. 9.97CFa x 1 LF=129LF ' - ~ ~ ~ ~ ~ GROUND GROUND m ~ D-1.0 P pR ~ to Q
' _ _ _ , ~ ~ ~ ~ / SEE DETAI ' ~ ~ ~ ~,1 ~ ~ ~ ~ ~ as - ( d= .5' _ ~ i ~JE VARIABLE U a
- ~ i ~ ~ , I~ l - _ KE ~ , 0 ~Q ~ ~ l ~ ~ ' - ~ I ~ ~ `i UFFER ~ A ~ EN"tP ~ Q
I , ~ e ~ ~ ~ ~ i ~i I ~ ~ , ~ ~ ~ ~ ~ _ ~ ^ ~ ~ ~ 7 ~ a i t~,_ ! a _ ~ r - - ~ ~ ~~~p ~ ~ ~ a ~ ~ ~ Z 2
_ _ ~ ~ ~ r` ra i o~e`f- r ' f \ m ~ NORTH AI>,1ERICAN GREEN L V L I 6" STONE ~ W Q F" ~ ~ ~ ~ ~ ~ C350 LINER OR APPROVED OF F.
- ~ Q ~ i ~ / - . ~ - - ~ ~ ~ 7 ~ ~ r 0 Y ~ ~ ~ ~ SPREADER LINING MIN. N Q ~ ~ EQUAL TO BE INSTALLED ON I ~
~ f ~ ~ ~ - - 1-.. . ~ ~ ~ ~ ~ ~ _ ALL DISTURBED AREAS ~ W ~ i ` ~ - Q ~
_ , N \ - ~ I - - - / ~ _ / ~ DOWNSTREAM OF LEVEL o ~ ~ SPREADE~~ - N
~ ~ ~ ,,1 ~ , _ N / ` I - - ~
_ ~ ~ ~ I _ _ ~ ~ ~ ~ ro ~ ~ ~ - - T - - 1 F, a - I ~ ~ - - - ~ - ` ~
~ iii IR ~ ~ v _ - , ~ ~ ~ ~ ILA ES234 ~ PH SUBD VISI(JN `RRE-FORMED SCOUR HOL , , (3) rn = ~ % I - - f o ~ ~ ~ _ ~ ~ U W J~ Z
m ~ ~ - ~ ~ \ a ASE 1 ~ ' . ~ _ _ _ ~ ~ ~ ZEN DETAIL ; u"~im Q o p U
~ ~ - , ~ ~ rA ~o, ING , R 10 tS ) ~ ~ - _ A m i~ m I ~ Q10= 71 CFS PER SCOUR HOLE ~ ~
W ~ ~ ' i1'~ TOT Q -32,13 CFS ~ AY ~ - _
a ~ / X - ~ ~ _ e ~ ~ ~ A B-4. m / , . i ~ ~ ~ -
~ - ~ ~ ~ ~ ~ ~ D-.0' /
~ 1 /W ~ ' ~ I I i =4.0' ~ C i e y/ _ _
~ / , , i A 1 ~ ~ d-0.5 -~P yg
r ~ _ ~ LE 1 ~ / ' ,w~ / ~ SCOUR 0 PRE-FORMEQ f WETLAND IMPACT ~ -
TAIL ~ I (SEE DE ~ ~ ~ ~ ~ ~ F 1 ~ ' ~ Q10 10.64 C S ~ ~ i SS i
a 6=4.5' IMPACT AREA AREA S.F. ~
o - ~ ` NB1 1 ~ ~ S n ~ ~ r ~ D=1.0' I~ S ;i ~ ~ 1 639 % ~ 2 594
G ` ~ V `W=4.0' ~ SS ~ ~ ~ , ' ~ Q 3 42 ~ L z
1 =o.s ~ a ~ / ~ ~ ~ 4 82 ~
~ I ~ ~ ~ S ~ \ S ~ i 871 ~ ~ ~ 5 ~
g SB1 ~ a ~ 6 1454 U
~ \ \ ~ TOTAL 3,682 (0.08 AC.) Z (n _
\ o 55 BUFFER IMPACT 0 ~ ~ ~ -
U \ o F- ~ ~ z
N LENGTH WIDTH AREA U N
C ~ 0 L ~ NB1 Z ~
E ~ E N F I - ~ ~
0 U N ZONE1 20 60 1200SF W a N
N N Z
0) ZONE2 20' 40' 800SF - J 0 J
N th o U
STREAM IMPACT
N N 0
W Q LENGTH ~NIDTH AREA ~
X N „ F I
U C ~ ~ SB1 20 5 100SF 0 c o/
ESS/ • Q~ ~
U 0) C ~g
C N = SEAL ~ Q
X _ ~~m~ -
' Z
C GRAPHIC SCALE 0 x
100 0 50 100 200 z 400 W -
N N ~p41gI11111Ni1~~ W ~ r ` = W
ro Co
( IN FEET ) LL
0 1 inch = 100 It. O N
U

lt.US'"us !5.S~3000 rtwq FOP"-1 F-.dllnndmup-dwp, LryvuI1, 2. IS ?006 1:03:47 PM,
,kd'07 Yrre~ WO, Fcurnnl Film tirstrnS10 1 1, Sends, y, dy