20040715 Ver 1_COMPLETE FILE_20040430

AE OA
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Michael F. Easley, Governor William G. Ross, Jr., Secretary
Alan W. Klimek, P.E., Director
August 5, 2004
Sunnybrook, LLC
Attn: Ryan Perry
438 Windyhill Drive, Suite B
Raleigh, NC 27609
DWQ Project # 04-0715
Wake County
Subject Property: Northwest of Rock Quarry Road and Sunnyhrook Road
UT Walnut Creek
Approval of 401 Water Quality Certification and Authorization Certificate per the Neuse River
Buffer Protection Rules (15A NCAC 2B .0233) with Additional Conditions
Dear Mr. Perry:

You have our approval, in accordance with the attached conditions and those listed below, to place fill
within or otherwise impact 0.0013 acres of wetlands, 138 feet of streams and 8,886 square feet (ft) of
protected riparian buffers for the purpose of constructing an access road for a subdivision at the subject
property, as described within your application dated June 10, 2004 and received by the N.C. Division of
Water Quality (DWQ) on June 10, 2004. After reviewing your application, we have decided that the
impacts are covered by General Water Quality Certification Number(s) 3402 (GC3402). The
Certification(s) allows you to use Nationwide Permit(s) 39 when issued by the US Army Corps of
Engineers (USAGE). This letter shall also act as your approved Authorization Certificate for impacts to
the protected riparian buffers per 15A NCAC 213 .0233. In addition, you should obtain or otherwise
comply with any other required federal, state or local permits before you go ahead with your project
including (but not limited to) Erosion and Sediment Control, and Non-discharge regulations. Also, this
approval to proceed with your proposed impacts or to conduct impacts to waters as depicted in
your application shall expire upon expiration of the 404 or CAMA Permit.
This approval is for the purpose and design that you described in your application. If you change your
project, you must notify us and you may be required to send us a new application. If the property is sold,
the new owner must be given a copy of this Certification and approval letter and is thereby responsible for
complying with all conditions. If total fills for this project (now or in the future) exceed one acre of
wetland or 150 linear feet of stream, compensatory mitigation may be required as described in 15A
NCAC 2H.0506 (h). This approval requires you to follow the conditions listed in the attached
certification and any additional conditions listed below.
401 Wetlands Certification Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650 ?TOne
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604 lr o hCarolina
Phone: [phone] /FAX [phone] / Internet: htti)://h2o,enr.state.nc.us/ncwetlands aturaltff
Sunnybrook, LLC
Page 2 of 3
August 5, 2004
The Additional Conditions of the Certification are:
1. Impacts Approved
The following impacts are hereby approved as long as all of the other specific and general
conditions of this Certification (or Isolated Wetland Permit) are met. No other impacts are
approved including incidental impacts:
Amount Approved
(Units) Plan Location or Reference
Stream 138 (feet)
404/LAMA Wetlands 0.0013 (acres)
Buffers 8,886 (square ft.)
2. Erosion & Sediment Control Practices
Erosion and sediment control practices must be in full compliance with all specifications
governing the proper design, installation and operation and maintenance of such Best
Management Practices in order to protect surface waters standards:
a. The erosion and sediment control measures for the, project must be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina
Sediment and Erosion Control Planning and Design\Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion control
measures must be such that they equal, or exceed, the requirements specified in the most
recent version of the North Carolina Sediment and Erosion Control Manual. The devices
shall be maintained on all construction sites, borrow sites, and waste pile (spoil) projects,
including contractor-owned or leased borrow pits associated with the project.
c. For borrow pit sites, the erosion and sediment control measures must be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina
Surface Mining Manual.
d. The reclamation measures and implementation must comply with the reclamation in
accordance with the requirements of the Sedimentation Pollution Control Act.
3. No Waste, Spoil, Solids, or Fill of Any Kind
No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond
the footprint of the impacts depicted in the Pre-Construction Notification. All construction
activities, including the design, installation, operation, and maintenance of sediment and erosion
control Best Management Practices, shall be performed so that no violations of state water quality
standards, statutes, or rules occur.
4. No Sediment & Erosion Control Measures w/n Wetlands or Waters
Sediment and erosion control measures shall not be placed in wetlands or waters to the maximum
extent practicable. If placement of sediment and erosion control devices in wetlands and waters
is unavoidable, they shall be removed and the natural grade restored within six months of the date
that the Division of Land Resources has released the project.
Sunnybrook, LLC
Page 3 of 3
August 5, 2004
5. Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable
Buffer Rules, and any subsequent modifications, the applicant is required to return the attached
certificate of completion to the 401/Wetlands Unit, North Carolina Division of Water Quality,
1650 Mail Service Center, Raleigh, NC, 27699-1650.
6. Diffuse Flow
An additional condition is that all stormwater shall be directed as diffuse flow at non-erosive
velocities through the protected stream buffers and will not re-concentrate before discharging into
the stream as identified within 15A NCAC 2B .0243(5).
Violations of any condition herein set forth may result in revocation of this Certification and may result in
criminal and/or civil penalties. The authorization to proceed with your proposed impacts or to conduct
impacts to waters as depicted in your application and as authorized by this Certification, shall expire upon
expiration of the 404 or CAMA Permit.
If you do not accept any of the conditions of this Certification (associated with the approved wetland or
stream impacts), you may ask for an adjudicatory hearing. You must act within 60 days of the date that
you receive this letter. 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 certification and its conditions are final and binding unless you ask for a
hearing.
Any disputes over determinations regarding this Authorization Certificate (associated with the approved
buffer impacts) shall be referred in writing to the Director for a decision. The Director's decision is
subject to review as provided in Articles 3 and 4 of G.S. 150B.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act and the Neuse riparian buffer protection rule as described within 15A NCAC 2B .0233. If you have
any questions, please telephone John Dorney at 919-733-9646 or Bob Zarzecki at 919-733-9726.
Sincerely,
?144
Z9`1' A Tan W. Klimek, P.E.
AWK/bs
Enclosures: GC 3402
Certificate of Completion
cc: Sean Clark, S&EC
USACE Raleigh Regulatory Field Office
DWQ Raleigh Regional Office
DLR Raleigh Regional Office
File Copy
Central Files
Filename: 04-0715 Sunnybrook Road (Wake) 401
Department of Environment and Natural Resources
Division of Water Quality
Attn: Cyndi Karoly
2321 Crabtree Boulevard
Suite 250
Raleigh, NC 27604
Re: Reply to the Division of Water Quality's June 21, 2004 letter
Sunnybrook Road Site
Raleigh, Wake County, North Carolina
Dear Ms. Karoly:
tants, FA.
• Fax: [phone]
WETLANDS/ 401 GROUP
3 0 2004
WATER QUALITY SECTION
This letter is in response to your letter dated June 21, 2004 (copy attached), which
requested additional information for the Sunnybrook Road site. The following restates
your questions as shown on your letter and then provides our response.
1. It is unclear what activity will be taking place in the PhaseH "borrow/spoil area
phaseL " Will this activity include residential housing or open space?
The area in question, which is in Phase II, will be used on lots within phase I that
require slight fill in order to level the lot. This soil from this area isn't proposed to be
used in any wetlands or streams. When construction begins in Phase II the
borrow/spoil area will be graded to match surrounding grades and lots will be placed
on a portion of it with a road on the remaining portion.
2. Please provide calculations showing how the impervious area was determined.
Please find the attached calculations provided by McIntyre & Associates, which total
28.29% impervious surface area for the site.
3. Please provide a drainage plan including topography and all impacts.
Charlotte Office: Greensboro Office:
236 LePhillip Court, Suite C 3817-E Lawndale Drive
Concord, NC 28025 Greensboro, NC 27455
Phone: [phone] Phone: [phone]
Fax: [phone] Fax: [phone]
FILE July 30, 2004
Cop y S&EC Project # 7909.W0
DWQ# 04-0715
The attached impact map includes the routing of the stormwater (i.e. drainage plan)
and also shows the topography. All impacts to buffers and jurisdictional features are
also shown on the attached map.
4. Please provide worksheet and an Operations and Maintenance Agreement for the
level spreaders proposed within your plan. This information can be found on our
website at http://h2o.enr.state.nc.us/ncwetlands.
Level spreaders and scour holes are shown on the attached map. Worksheets
corresponding to the proposed devices are attached as is an Operations and
Maintenance Agreement that has been signed and notarized.
5. Please provide across sectional detail that assures aquatic life passage.
Please find the attached cross sectional drawing from the project engineer that shows
the proposed 48" culvert buried one foot as per the regulations to allow for aquatic
life passage.
Please call or email me at SClarkna,SandEC.com if you have any questions or require
further explanation.
Sincerely,
Sean Clark
Attachments: 1) DWQ letter dated June 21, 2004
2) Impervious calculations
3) Level spreader calculations and Operations and Maintenance agreement
4) Cross sectional drawing of culvert
5) Overall impact map with topography and drainage plan
6) Inset of impact area
cc: Ms. Jennifer Burdette (USACE)
2
?OF W ATF9Q Michael F. Easley, Governor
William G. Ross Jr., Secretary
?O G North Carolina Department of Environment and Natural Resources
Cl) r Alan W. Klimek, P. E. Director
-i Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
June 21, 2004
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
DWQ Project # 04-0715
Wake County
Page 1 of 2
Sunnybrook, LLC
Attn: Ryan Perry 438 Windyhill Drive, Suite B
Raleigh, NC 27609
Subject Property: Northwest of Rock Quarry Road and Sunnybrook Road
UT to Walnut Creek
REQUEST FOR MORE INFORMATION
Dear Mr. Perry:
On June 10, 2004, the Division of Water Quality (DWQ) received your additional information on
the application dated April 30, 2004 to impact 0.0013 acres of wetlands, 138 feet of streams and
.204 acres of buffers to construct the proposed residential subdivision. The DWQ has determined
that your application was incomplete and/or provided inaccurate information as discussed below.
The DWQ will require additional information in order to process your application to impact
protected wetlands and/or streams on the subject property. Therefore, unless we receive the
additional information requested below, we will have to move toward denial of your application
as required by 15A NCAC 21-1.0506 and will place this project on hold as incomplete until we
receive this additional information. Please provide the following information so that we may
continue to review your project.
Additional Information Requested:
1. It is unclear what activity will be taking place in the Phase II "borrow/spoil area phase I."
Will this activity include residential housing or open space?
2. Please provide calculations showing how the impervious area was determined.
3. Please provide a drainage plan including topography and all impacts.
4. Please provide worksheet and an Operations and Maintenance Agreement for the level
spreaders proposed within your plan. This information can be found on our website at
http://h2o.enr.state.ne.us/ncwetlands.
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (htto:Hh2o.enr.state.nc.us/ncwetlands)
Customer Service #: 1-877-623-6748
Sunnybrook, 'LLC
Page 2 of 2
June 21, 2004
5. Please provide a cross sectional detail that assures aquatic life passage.
Please respond within three weeks of the date of this letter by sending this information to me in
writing and Steve Mitchell of the DWQ Raleigh Regional Office. If we do not hear from you
within three weeks, we will assume that you no longer want to pursue this project and we will
consider the project as withdrawn.
This letter only addresses the application review and does not authorize any impacts to wetlands,
waters or protected buffers. Please be aware that any impacts requested within your application
are not authorized (at this time) by the DWQ. Please call Ms. Cyndi Karoly or Mr. John Dorney
at 919-733-1786 if you have any questions regarding or would like to set up a meeting to discuss
this matter.
Sincerely,
(?? 'ra-cr
John Dorney,
DWQ, Wetlands / 401 Unit
JRD/bs
cc: Steve Mitchell, DWQ Raleigh Regional Office
USACE Raleigh Regulatory Field Office
File Copy
Central Files
Sean Clark, S&EC, 11010 Raven Ridge Road, Raleigh, NC 27614
Filename: 040715 Sunnybrook (Wake) 401
McIntyre & Associates, P.L.L.C.
Engineers and Land Planners
4932-B Windy Hill Drive
Raleigh, NC 27609
Phone [phone]
Fax [phone]
IMPERVIOUS CALCULATIONS FOR SUNNYBROOK EASTATES SUBDIVISION
ITEM S.F. AC.
PUBLIC ROADWAYS 123,600 2.84
PRIVATE PARKING & DRIVES
(SMALL TOWNHOMES) 93,250 2.14
PRIVATE & PUBLIC SIDEWALKS 32,700 0.75
LARGE TOWNHOMES & DECKS 52,030 1.19
SMALL TOWNHOMES & DECKS 86,240 1.98
SINGLE FAMILY ROOFTOPS & DECKS 202,500 4.65
PRIVATE DRIVEWAYS & WALKWAYS
(SINGLE FAMILY & 43 MULTI-FAMILY HOMES) 45,300 1.04
TOTAL IMPERVIOUS AREA= 635,620 14.59
14.59 AC (TOTAL IMPERVIOUS AREA)150.50 AC (TOTAL SITE) = 28.89%
J U L 2 7 2004
DWQ Project No.
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (pleas complete the following information):
Project Name : 1L-- ? oJ?7 P10k'_'tC ?J
Contact Person: Phone Number: ( )
Level Spreader ID: .
Level Spreader Length _7_3 - ft.
Drainage Area 4, t ac.
Impervious Area 2.3 ac.
Maximum Filter Strip/Buffer Slope $ %
grass
Max. Discharge from a 10 Year Storm 21 cfs
Max. Discharge to Level Spreader 2 cfs
Filter Strip/Buffer Vegetation
(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(6% for forested, leaf littler cover, 8% for thick ground cover)*
thick ground cover or ras canopied forest with leaf litter
groundcover
Pre-treatment or Bypass Method
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.
A I' nts Initials
UA4 Level spreader is at least 13 ft. per cis for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
kfu Pre-Form Scour Holes are on flat slopes only
No structures are located in protected buffers*
If bypass method specified in the Draft Level Spreader Design Option Document:
Bypass method is specified (if applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible 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 (pleas complete the following information):
Project Name: ?JJ1:Iy?7iL F,65?
Contact Person: Phone Number: ( )
Level Spreader ID: 36
Level Spreader Length (5 a> ft. (perpendicular to flow)
Drainage Area -7-:5 ac. (on-site and off-site drainage to the level spreader)
Impervious Area 1.7 ac. (on-site and off-site drainage to the level spreader)
Maximum Filter Strip/Buffer Slope tl % (6% for forested, leaf littler cover, 8% for thick ground cover)*
grass
Max. Discharge from a 10 Year Storm 01 cfs
Max. Discharge to Level Spreader 1117 cfs
Filter Strip/Buffer Vegetation thick ground cover or grass canopied forest with leaf litter
groun cover
Pre-treatment or Bypass Method
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.
A I' nts Initials
Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
Pre-Form Scour Holes are on flat slopes only
No structures are located in protected buffers*
"Of If bypass method specified in the Draft Level Spreader Design Option Document:

Bypass method is specified (if applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
/ discharge.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible 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 (pleas complete the following information):
Project Name : ?J? I -<?;; " %J2,719t0 `arc ?
Contact Person: Phone Number:
Level Spreader ID: *3?
Level Spreader Length 41 ft.
Drainage Area , to ac.
Impervious Area /o ac.
Maximum Filter Strip/Buffer Slope S %
grass
Max. Discharge from a 10 Year Storm '3.1 cfs
Max. Discharge to Level Spreader -3,1 cfs
Filter Strip/Buffer Vegetation
(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(6% for forested, leaf littler cover, 8% for thick ground cover)*
(thick ground cover or grass anopied forest with leaf litter
groun cover)
Pre-treatment or Bypass Method
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.
A I' nts Initials
UA4 Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
kfu Pre-Form Scour Holes are on flat slopes only
No structures are located in protected buffers*
If bypass method specified in the Draft Level Spreader Design Option Document:
Bypass method is specified (if applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible 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
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (pleas complete the following information):
Project Name :
Contact Person: Phone Number:
Level Spreader ID:.rJr=
LD?EL
Level Spreader Length -T?TA t, 3 coo- ft.
Drainage Area Go-=1 ac
Impervious Area 3,1 ac
Maximum Filter Strip/Buffer Slope Q? %
grass
'SP2cT._J frL $E US IS'O'
(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(6% for forested, leaf littler cover, 8% for thick ground cover)'
Max. Discharge from a 10 Year Storm 2.'a cfs
Max. Discharge to Level Spreader cfs
Filter Strip/Buffer Vegetation r(thick ground cover or Bras anopied forest with leaf lifter
groundcover)
Pre-treatment or Bypass Method
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.
A I' nts Initials
A 14A4 Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
Pre-Form Scour Holes are on flat slopes only
No structures are located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document:
Bypass method is specified (if applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible 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.
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7
LEVEL SPREADER OPERATION AND MAINTENANCE AGREEMENT
The Level Spreader system is defined as a vegetative means of dispersing storm water.
Maintenance activities shall be performed as follows:
Level spreaders or other structures that provide diffuse flow shall be maintained every six months. All
accumulated sediment and debris shall be removed from the structure, and a level elevation shall be
maintained across the entire flow spreading structure. Any down gradient erosion must be repaired and or
replanted as necessary.
I acknowledge and agree by my signature below that I am responsible for the performance of the one
maintenance procedure listed above. I agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible party.
Prini
Title
Address: t{?133 t ):,'&y .. `
Phone: Il y?Y76
Signature:
Date:
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, 31LAL4 C. Vl rrxsur) , a Notary Public for the State of
County of i )a k y- , do hereby certify that R n ?, P
personally appeared before me this day of Jk?u 200 , and acknowledge the due
execution of the forgoing wet [wetland] detention basin maintenance reg,ents. Witness my hand and
official seal,
2pTA,9?
..m
9 A/BI.?G
My commission expires " ,U 0? ?Ce u010
Page 1 of 2

? -??? 204

ti I
O?O? W AT ?qQG
7
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Alan W. Klimek, P. E. Director
Division of Water Quality
401 f oOS U ED Colson H. Sullins, Deputy Director
(? Division of Water Quality
June 21, 2004
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
DWQ Project # 04-0715
Wake County
Page 1 of 2
Sunnybrook, LLC
Attn: Ryan Perry
438 Windyhill Drive, Suite B
Raleigh, NC 27609
Subject Property: Northwest of Rock Quarry Road and Sunnyhrook Road
UT to Walnut Creek
REQUEST FOR MORE INFORMATION
Dear Mr. Perry:
On June 10, 2004, the Division of Water Quality (DWQ) received your additional information on
the application dated April 30, 2004 to impact 0.0013 acres of wetlands, 138 feet of streams and
.204 acres of buffers to construct the proposed residential subdivision. The DWQ has determined
that your application was incomplete and/or provided inaccurate information as discussed below.
The DWQ will require additional information in order to process your application to impact
protected wetlands and/or streams on the subject property. Therefore, unless we receive the
additional information requested below, we will have to move toward denial of your application
as required by 15A NCAC 2H.0506 and will place this project on hold as incomplete until we
receive this additional information. Please provide the following information so that we may
continue to review your project.
Additional Information Requested:
1. It is unclear what activity will be taking place in the Phase H "borrow/spoil area phase I."
Will this activity include residential housing or open space?
2. Please provide calculations showing how the impervious area was determined.
3. Please provide a drainage plan including topography and all impacts.
4. Please provide worksheet and an Operations and Maintenance Agreement for the level
spreaders proposed within your plan. This information can be found on our website at
http://h2o.enr.state.nc.us/ncwetlands.

N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (htto:Hh2o.anr.state.nc.us/ncwetlands)
Customer Service #: 1-877-623-6748
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Sunnybrook, LLC
Page 2 of 2
June 21, 2004
5. Please provide a cross sectional detail that assures aquatic life passage.
Please respond within three weeks of the date of this letter by sending this information to me in
writing and Steve Mitchell of the DWQ Raleigh Regional Office. If we do not hear from you
within three weeks, we will assume that you no longer want to pursue this project and we will
consider the project as withdrawn.
This letter only addresses the application review and does not authorize any impacts to wetlands,
waters or protected buffers. Please be aware that any impacts requested within your application
are not authorized (at this time) by the DWQ. Please call Ms. Cyndi Karoly or Mr. John Dorney
at 919-733-1786 if you have any questions regarding or would like to set up a meeting to discuss
this matter.
Sincerely,
C?4 llro-?
John Dorney,
DWQ, Wetlands / 401 Unit
JRD/bs
cc: Steve Mitchell, DWQ Raleigh Regional Office
USACE Raleigh Regulatory Field Office
File Copy
Central Files
Sean Clark, S&EC, 11010 Raven Ridge Road, Raleigh, NC 27614
Filename: 040715 Sunnybrook (Wake) 401
oil & Environmental Consultants, PA
10 Raven Ridge Road • Raleigh, North Carolina 27614 • Phone: [phone] • Fax: [phone]
1;91F 4
www.SandEC.com
June 10, 2004
S&EC Project # 7909.W0
DWQ# 04-0715
Department of Environment and Natural Resources
Division of Water Quality
Attn: John Dorney
2321 Crabtree Boulevard ?y
Suite 250 9 vG?
Raleigh, NC 27604 Q o
Re: Reply to the Division of Water Quality's May 6, 2004 letter
Sunnybrook Road Site ?i
Raleigh, Wake County, North Carolina
Dear Mr. Dorney:
This letter is in response to your letter dated May 6, 2004 (copy attached), which
requested additional information for the Sunnybrook Road site. Impacts to the
intermittent stream and the riparian buffers have been reduced further by using headwalls
and now total 138 linear feet of channel impacts, 0.0013 acre of wetland impacts, and
0.204 ft2 of buffer impacts. In addition to providing the additional information requested,
a revised PCN Form is also attached. Please replace the previously submitted
application with the attached revised application. The following restates your questions
as shown on your letter and then provides our response.
1. Please provide the location of any proposed stormwater management practices.
Following construction, the site will contain 28.89% impervious surface (i.e. less than
30% impervious surface), therefore, we do not believe a pre-approved stormwater
plan is required, however stormwater outlets are shown on the attached map with the
diffuse flow provisions at their outlets. The diffuse flow devices were designed as per
the DWQ specifications for level spreaders and scour holes.
2. Please provide details for the stormwater management practices.
The stormwater routing is shown on the attached map. Scour holes and level
spreaders will be employed to insure sheet flow into the buffers.
Charlotte Office: Greensboro Office: Hickory Office:
236 LePhillip Court, Suite C 3817-E Lawndale Drive 622 Coon Mountain Lane
Concord, NC 28025 Greensboro, NC 27455 Taylorsville, NC 28681
Phone: [phone] Phone: [phone] Phone [phone]
Fax: [phone] Fax: [phone] Fax: [phone]
3. Please indicate all stormwater outfalls on the plan.
Stormwater outfalls are shown on the attached plan.
4. Please indicate the diffuse flow provision measures on the site plan.
Level spreaders and scour holes are shown on the attached map.
5. The application describes the stream as "intermittent" while the cover letter
refers to it as `perennial ". Please clarify and describe what criteria were used
for this determination.
The stream is intermittent due to the lack of such characteristics as water,
invertebrates, etc. Please see the attached photos that were taken downstream of the
proposed crossing within the drainage at the point were the feature exits the property
and is piped under Highway 440.
Please call if you have any questions or require further explanation.
Sincerely,

Sean Clark
Attachments: 1) Revised PCN Form
2) DWQ letter dated May 6, 2004
3) Overall impact map
4) Inset of impact area
5) Photos of stream feature below proposed crossing
cc: Ms. Jennifer Burdette (USACE)
2
Office Use Only: Form Version May 2002
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
2. Nationwide, Regional or General Permit Number(s) Requested: 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 Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), 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
1. Owner/Applicant Information
Name: Ryan Perry
Mailing Address: Sunnybrook, LLC
438 Windyhill Drive Suite B
Raleigh NC 27609
Telephone Number: [phone] Fax Number:
E-mail Address:
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Sean Clark
Company Affiliation: Soil & Environmental Consultants PA
Mailing Address: 11010 Raven Ridge Road
Raleip,h NC 27614
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: SClark(a),SandEC com
Page 1 of 8
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: Sunnybrook
2. T.I.P. Project Number or State Project Number (NCDOT Only): NA
3. Property Identification Number (Tax PIN): 1722184647
4. Location
County: Wake Nearest Town: Raleigh
Subdivision name (include phase/lot number):
Directions to site (include road numbers, landmarks, etc.): The site is located approximately
1500' northwest of the intersection of Rock Quarry Road (SR 2542) and Sunnybrook Road
(SR 2544) Interstate I-40 and a portion of the I-440 exit ramp make up the northwest
boundary for this property.
5. Site coordinates, if available (UTM or Lat/Long): -78.5910635, 35.7511620
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres):-
7. Nearest body of water (stream/river/sound/ocean/lake): UT Neuse River
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.ne.us/admin/1-naps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: The site is currently wooded. Land use in the vicinity of the
project is primarily residential
Page 2 of 8
Describe the overall project in detail, including the type of equipment to be used: The
_project consists of the construction of a residential subdivision. Heavy equipment associated
with land clearin and construction will be utilized.
Explain the purpose of the proposed work: The proposed development is being undertaken to
meet the demand for housing in this area.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
S&EC conducted a detailed wetland delineation and Neuse River Buffer evaluation on June_ 5,
2003 Mr. Steve Mitchell of the NC-DWQ made a site visit and confirmed the buffers on June
24 2003 (NBR 03-159)
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 impacts are anticipated
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. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must 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 consist of 138
feet of intermittent channel and 0.00 13 acres of wetland impact resulting from road construction.
Page 3 of 8
2. Individually list wetland impacts below:
Wetland Impact Area of Located within Distance to
Site Number Type of Impact* Impact 100-year Floodplain** Nearest Stream Type of Wetland***
(indicate on ma) (acres) (yes/no (linear feet)
Impact #1 Permanent/fill 0.0013 No 0 Emergent
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: +/- 0.25 acres
Total area of wetland impact proposed: 0.0013 acres
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact Length of Average Width Perennial or
Site Number Type of Impact* Impact Stream Name** of Stream Intermittent?
(indicate on ma (linear feet) Before Impact lease s ecif )
Impact #1 Permanent/ 138 LIT Neuse 3' Intermittent
Culvert
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, 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.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usgs.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mat)guest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: This roject will impact a
total of 138 linear feet of intermittent channel.
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact Area of Name of Waterbody Type of Waterbody
Site Number Type of Impact* Impact (if applicable) (lake, pond, estuary, sound,
indicate on ma acres bay, ocean, etc.)
NA NA NA NA NA
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: till, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Page 4 of 8
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): NA
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): NA
Size of watershed draining to pond: NA Expected pond surface area: NA
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.
A detailed delineation was conducted in order to develop a site plan that minimized impacts.
Impact # 1 is necessary to access the western portion of the site. Due to the presence of an
existing 2-acre pond in the center of the property, the impact could not be avoided entirely.
However, this impact has been minimized by crossing the stream at a point with minimal
wetland impact and has been further reduced big headwalls. In addition the applicant will
utilize BMP devices for water treatment.
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 March 9, 2000, 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 NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
Page 5 of 8
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://b2o.enr.state.nc.us/ncwetlands/strfngide.htinl.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
Because impacts do not affect perennial streams which typically require mitigation; and
because impacts have been minimized to the maximum extent possible, we do not believe
mitigation should be required However, if mitigation is required, we propose payment to the
NC-EEP.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wip/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet): NA
Amount of buffer mitigation requested (square feet): NA
Amount of Riparian wetland mitigation requested (acres): NA
Amount of Non-riparian wetland mitigation requested (acres): NA
Amount of Coastal wetland mitigation requested (acres): NA
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? No
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 ?
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 ?
Page 6 of 8
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.
Wastewater generated from the project will be treated and disposed of throu sanitary sewer
connection to the City of Raleigh.
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. 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).
NA
June 10, 2004
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 8 of 8
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ® No E] If you answered "yes", provide the following information:
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
(square feet) Multiplier Required
Mitigation
1 5,985 3 N/A
2 2,900 1.5 N/A
Total 8,885 N/A
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Gone [ extenas an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or .0260.
NA Impacts are less than 1/3 acre for the road crossing (i.e. "allowed" activity).
XI. Stormwater (required by DWQ)
Describe impervious acreage (both 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.
The site does not currently contain impervious surface Following construction the site will
contain 28.89% impervious surface (i.e. less than 30% impervious surface) therefore, we do not
believe a pre-approved stormwater plan is required
Page 7 of 8
\o?oF wA rFg
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan Klimek, P.E., Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
May 6, 2004
DWQ # 04-0715
Wake County
CERTIFIED MAIL - RETURN RECEIPT REQUESTED
Sunnybrook, LLC
Attn: Ryan Perry
438 Windyhill Drive, Suite B
Raleigh, NC 27609
Subject Property: Sunnybrook, Northwest of Rock Quarry Road and Sunnybrook Road
UT Neuse Road
Dear Mr. Perry:
On April 30, 2004 the Division of Water Quality (DWQ) was notified by receipt of your application regarding
your plan to fill wetlands or waters for the purpose of a access road in Wake County. Approval from DWQ is
required to disturb these areas. Please provide 7 copies of the following information and refer to the DWQ #
listed above in your reply. Please show these on maps of suitable scale (for instance 1" = 100 feet) so we can
begin to determine your projects' compliance with 15A NCAC 2H.0,500.
1. Please provide the location of any proposed stormwater management practices.
2. Please provide details for the stormwater management practices.
3. Please indicate all stormwater outfalls on the site plan.
4. Please indicate the diffuse flow provision measures on the site plan.
5. The application describes the stream as "intermittent" while the cover letter refers to it as "perennial."
Please clarify and describe what criteria were used for this determination.
Please telephone John Dorney at 919-733-9646 if you have any questions or would require copies of our rules or
procedural materials. This project will remain on hold as incomplete in accordance with 15A NCAC 21-1.0505(c).
The processing time for this application will begin when this information is received. If we do not hear from you
by writing or by fax at [phone] within three (3) weeks we will assume you no longer want to pursue the
project and will consider it withdrawn.
JRD/bs
cc: Raleigh DWQ Regional Office
Raleigh Corps of Engineers
Central Files
File Copy
Sean Clark, S&EC
900y,
Water Quality C lfi ation Program
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (htto://h2o.enr.state.nc.us/ncwetlands)
Customer Service #: 1-877-623-6748
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I A pF9Q Michael F. Easley, Governor
William G. Ross Jr., Secretary
?. G 1 P North Carolina Department of Environment and Natural Resources
r G1 iSs'
=1 Alan Klimek, P.E., Director
G 'C Division of Water Quality
Coleen H. Sullins, Deputy Director
1 Division of Water Quality
May 6, 2004
DWQ # 04-0715
Wake County
CIgRTIFIED MAIL - RETURN RECEIPT REQUESTED
Sunnybrook, LLC
Attn: Ryan Perry
438 Windyhill Drive, Suite B
Raleigh, NC 27609
Subject Property: Sunnybrook, Northwest of Rock Quarry Road and Sunnybrook Road
UT Neuse Road
Dear Mr. Perry:
On April 30, 2004 the Division of Water Quality (DWQ) was notified by receipt of your application regarding
your plan to fill wetlands or waters for the purpose of a access road in Wake County. Approval from DWQ is
required to disturb these areas. Please provide 7 copies of the following information and refer to the DWQ #
listed above in your reply. Please show these on maps of suitable, scale (for instance 1" = 100 feet) so we can
begin to determine your projects' compliance with 15A NCAC 2H .0500.
1. Please provide the location of any proposed stormwater management practices.
2. Please provide details for the stormwater management practices.
3. Please indicate all stormwater outfalls on the site plan.
4. Please indicate the diffuse flow provision measures on the site plan.
5. The application describes the stream as "intermittent" while the cover letter refers to it as "perennial."
Please clarify and describe what criteria were used for this determination.
Please telephone John Dorney at 919-733-9646 if you have any questions or would require copies of our rules or
procedural materials. This project will remain on hold as incomplete in accordance with 15A NCAC 2H.0505(c).
The processing time for this application will begin when this information is received. If we do not hear from you
by writing or by fax at [phone] within three (3) weeks we will assume you no longer want to pursue the
project and will consider it withdrawn.
JRD/bs
U00y,
Water Quality C 1 ation Program
cc: Raleigh DWQ Regional Office MAY 1
Raleigh Corps of Engineers
Central Files
File Copy
Sean Clark, S&EC
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (ht p1ffi2o enr state.nc.us/ncwetlands)
Customer Service #: 1-877-623-6748
2004
t?
h
ISSUED
Environmental Consultants, PA
Road • Raleigh, North Carolina 27614 • Phone: [phone] • Fax: [phone]
13
April 30, 2004
S&EC Project #: 7909.W0
NCDENR-DWQ m R F US Army Corps of Engineers
Attn: Mr. John Dorney r Y Attn: Ms. Jennifer Burdette
2321 Crabtree Blvd 6508 Falls of the Neuse Rd., Ste. 120
Parkview Building Raleigh, NC 27615
Raleigh, NC 27604
WETLANDS 1401 GROUP
APR ' ol )0(14
RE: Nationwide Permit 39 & 401 Water Quality Certification/Buffer Compliance
Sunnybrook, LLC WATER QUALITY SECTION
Raleigh, Wake County, North Carolina
Dear Mrs. Burdette and Mr. Dorney,
On behalf of Sunnybrook, LLC, we hereby request authorization from the US Army Corps of
Engineers to use Nationwide Permit 39 to cover impacts to stream channels and jurisdictional
wetlands (see attached overall map). We also request written concurrence from the North
Carolina Division of Water Quality that the project complies with the 401 Water Quality
Certifications associated with Nationwide Permit 39 and the Neuse River Riparian Buffer Rules.
A Pre-construction Notification Application (PCN) is attached, which includes an agent
authorization form.
The proposed project consists of impacts from the construction of an access road for a residential
housing development. The site is located northwest of the intersection of Rock Quarry Road (SR
2542) and Sunnybrook Road (SR 2544). Interstate I-440 and a portion of the I-440 exit ramp for
I-40 make up the northwest boundary of the property. The site is approximately 51-acres in size,
and consists primarily of a mixed pine-hardwood forest. Please refer to the attached USGS map,
which displays the location of the proposed project.
S&EC conducted a detailed wetland delineation and Neuse River Buffer evaluation on June 11,
2003. Mr. Steve Mitchell of the NC-DWQ made a site visit and confirmed the buffers on June
24, 2003 (NBR 03-159).
The applicant requested a detailed wetland delineation and buffer evaluation on the property in
order to avoid jurisdictional features and riparian buffers to the maximum extent practicable. The
proposed residential road will impact approximately 0.003 acres of jurisdictional wetlands,
166 linear feet of perennial stream channel. These impacts are elaborated upon within the
attached PCN form and are shown on the attached inset impact maps.
Charlotte Office: Greensboro Office: Hickory-Of fice:
236 LePhillip Court, Suite C 3817-E Lawndale Drive 622 Coon Mountain Lane
Concord, NC 28025 Greensboro, NC 27455 Taylorsville, NC 28681
Phone: [phone] Phone: [phone] Phone: (828)635-_5820
Fax: [phone] Fax: [phone] Fax: [phone]
The proposed road crossing (impact # 1) is necessary to gain access to the western portion of the
property. The road crossing will impact a segment of intermittent channel and associated buffers.
Due to the existence of a 2-acre pond near the center of the property, impacts could not be
avoided entirely. Crossing the stream below the pond will allow access to the area west of the
pond with minimal wetland/stream impacts. Following construction, the applicant will maintain
riparian buffers on the stream channels as well as employ BMP devices to preserve water quality.
Given the current mitigation policies of the USACE and the NC-DWQ, S&EC does not believe
wetland mitigation or buffer mitigation should be required but does believe that stream mitigation
will be required (Stream impact = 166 linear feet).
According to the engineer (McIntyre & Associates), the site will contain only 28.89% impervious
(i.e. less than 30% impervious surface). Therefore, we do not believe that this project requires a
pre-approved stormwater plan. Please see the attached calculations.
Please call if you require any additional information or have any questions.
Sincerely,
c
Sean Clark
Wetland Scientist/Project Manager
Attachments:
Pre-construction (PCN) notification form
Agent Authorization form
USGS Site Vicinity Map
Wake County Soil Survey Map
Overall Impact Map
Inset Impact Map
Impervious Calculations
Check for 401 processing fee
Office Use Only: Form Version May 2002
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Appitcaote or ..i-4/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
2. Nationwide, Regional or General Permit Number(s) Requested: 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 Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), 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
Owner/Applicant Information
Name: Ryan Perry
Mailing Address: Sunnybrook LLC
438 Windyhill Drive Suite B
Raleigh NC 27609
Telephone Number: [phone] Fax Number:
E-mail Address:
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Sean Clark
Company Affiliation: Soil & Environmental Consultants, PA
Mailing Address: 11010 Raven Ridge Road
Raleigh NC 27614
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: SClark 1SandEC.com
Page 1 of 8
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: Sunnybrook
2. T.I.P. Project Number or State Project Number (NCDOT Only):
NA
3. Property Identification Number (Tax PIN): 1722184647
4. Location
County: Wake Nearest Town: Raleigh
Subdivision name (include phase/lot number):
Directions to site (include road numbers, landmarks, etc.): The site is located approximately
1500' northwest of the intersection of Rock Quarry Road (SR 2542) and Sunnybrook Road
(SR 2544). Interstate I-40 and a portion of the I-440 exit ramp make up the northwest
boundary for this property.
5. Site coordinates, if available (UTM or Lat/Long): -78.5910635, 35.7511620
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres)
-5l
7. Nearest body of water (stream/river/sound/ocean/lake): UT Neuse River
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: The site is currently wooded. Land use in the vicinity of the
project is primarily residential.
Page 2 of 8
Describe the overall project in detail, including the type of equipment to be used: The
project consists of the construction of a residential subdivision. Heavy equipment associated
with land clearing and construction will be utilized.
Explain the purpose of the proposed work: The proposed development is being undertaken to
meet the demand for housing in this area.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
S&EC conducted a detailed wetland delineation and Neuse River Buffer evaluation on June 5,
2003 Mr. Steve Mitchell of the NC-DWQ made a site visit and confirmed the buffers on June
24, 2003 (NBR 03-159)
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 impacts are anticipated.
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. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must 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 consist of 166
feet of perennial channel and 0.003 acres of wetland impact resulting from road construction.
Page 3 of 8
2. Individually list wetland impacts below:
Wetland Impact Area of Located within Distance to
Site Number Type of Impact* Impact 100-year Floodplain** Nearest Stream Type of Wetland***
(indicate on ma) (acres) (yes/no) (linear feet)
Impact #I Permanent/fill 0.003 No 0 Emergent
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: +/- 0.5 acres
Total area of wetland impact proposed: 0.003 acres
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact Length of Average Width Perennial or
Site Number Type of Impact* Impact Stream Name** of Stream Intermittent?
(indicate on map) (linear feet) Before Impact (please specify)
Impact #I Permanent!
Culvert 166 UT Neuse 3' Intermittent
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, 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.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usgs.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: This project will impact a
total of 166 linear feet of intermittent channel.
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact Area of Name of Waterbod
y Type of Waterbody
Site Number Type of Impact* Impact (if applicable) (lake, pond, estuary, sound,
(indicate on ma) (acres) bay, ocean, etc.)
NA NA NA NA NA
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Page 4 of 8
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): NA
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): NA
Size of watershed draining to pond: NA Expected pond surface area: NA
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.
A detailed delineation was conducted in order to develop a site plan that minimized impacts.
Impact # 1 is necessary to access the western portion of the site. Due to the presence of an
existing 2 -acre pond in the center of the property, the impact could not be avoided entirely.
However, this impact has been minimized by crossing the stream at a point with minimal
wetland impact In addition the applicant will utilize BMP devices for water treatment.
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 March 9, 2000, 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 NCWRP 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://b2o.enr.state.nc.us/ncwet]ands/strmgide.html.
Page 5 of 8
I . Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
Because impacts do not affect perennial streams, which typically requires mitigation; and
because impacts have been minimized to the maximum extent possible, we do not believe
mitigation should be required. However, if mitigation is required, we propose payment to the
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet): 166
Amount of buffer mitigation requested (square feet): NA
Amount of Riparian wetland mitigation requested (acres): NA
Amount of Non-riparian wetland mitigation requested (acres): NA
Amount of Coastal wetland mitigation requested (acres): NA
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? No
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 ?
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
Page 6 of 8
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 213 .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ® No ? If you answered "yes", provide the following information:
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
(square feet) Multiplier Required
Mitigation
1 8,860 3 N/A
2 4,895 1.5 N/A
Total 13,755 N/A
* Zone I extends out 30 feet perpendicular from near bank of channel; Lone t extenas an
additional 20 feet from the edge of Zone I.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or.0260.
NA Impacts are less than 1/3 acre for the road crossing (i.e. "allowed" activity).
XI. Stormwater (required by DWQ)
Describe impervious acreage (both 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.
The site does not currently contain impervious surface. Following construction the site will
contain 28.89% impervious surface (i.e. less than 30% impervious surface) therefore, we do not
believe a pre-approved stormwater plan is required
Page 7 of 8
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.
Wastewater generated from the project will be treated and disposed through sanitary sewer
connection to the City of Raleigh.
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. 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).
NA
Lr?11?
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 8 of 8
Environmental Consultants, PA
P-1 . Ralrioh North Carolina 27614 • Phone: [phone] • Fax: [phone]
AUTHORIZATION FORM
Name: (::)uort y1q?
Address:
LLC
t,J e-

Phone: F 7 6 - 2 200
Project Name/ Description:
Date: y `
The Department of the Army
U.S. Army Corps of Engineers, Wilmington District
P.O. Box 1890
Wilmington, NC 28402
Attn:
Field Office:
Re: Wetlands Related Consulting and Permitting
To Whom It May Concern:
I, the current ro er owner, hereby designate and authorize Soil & Envirorunental Consultants, PA to
act in my behalf as my agent in the processing of permit applications, to furnish upon request
supplemental information in support of applications, etc. from this day forward. The i `.l day of
a:b, r l
This notification supersedes any previous correspondence concerning the agent for this project.
NOTICE: This authorization, for liability and professional courtesy reasons, is valid only for
government officials to enter the property when accompanied by S&EC staff. You should call S&EC
to arrange a site meeting prior to visiting the site.
Print Property Owner's Name Prop r Owner s Sign re
cc: Mr. John Dorney cc: Mr. Sean Clark
NCDENR - DWQ Soil & Environmental Consultants, PA
2321 Crabtree Boulevard
Raleigh, NC 27604
Charlotte Office: Greensboro Office: Hickory Office:
236 LePhillip Court, Suite C 3817-E Lawndale Drive 622 Coon Mountain Lane
Greensboro, NC 27455 Taylorsville, NC 28681
ours
Concord, NC 28025
Phone: [phone] Phone: [phone] Phone [phone]
Fax: [phone]
Fax: [phone] Fax: [phone]
All Blanks To Be Filled In By The Current Landowner

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RALEIGH EAST QUADRANGLE GARNER QUADRANGLE
NORTH CAROLINA-WAKE CO. NORTH CAROLINA
7.5-MINUTE SERIES (TOPOGRAPHIC) 7.5-MINUTE SERIES (TOPOGRAPHIC)
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Project Scale:
#:7909 1"=2000'

Project Date:
Mgr.: SC 6-11.03
Figure 1- USGS Quad
Map
Sunnybrook Wetlands
Bob Anderson
Wake County
Soil & Environmental Consultants, PA
11010 Raven Ridge Rd.- Raleigh, NC 27614
[phone] • [phone]
Web Page: www.SandEC.com

Mgr.: SC
Scale:
V=1320 Figure 2 - Soil Survey
Date: Map
6.11-03 Sunnybrook Wetlands
Bob Anderson
Wake County
Soil
1
m Ridge Rd.- Ral
846-5900 • (919)
Page: www.San
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Apr 29 04 09:02a George "Mac" McIntyre [phone] p.2
McIntyre & Associates, P.L.L.C.
Bnginneem and Land P)annem
4932-B Windy Hill Drive
Raleigh, NC 27609
Phone [phone]
Pax [phone]
IMPERVIOUS CALCULATIONS FOR SUNNYBROOK EASTATES SUBDIVISION
ITEM S.F. . AC.
PUBLIC ROADWAYS 123,600 2.84
PRIVATE PARKING & DRIVES
(SMALL TOWNHOMES) 93,250 2.14
PRIVATE & PUBLIC SIDEWALKS 32,700 0.75
LARGE TOWNHOMES & DECKS 52,030 1.19
SMALL TOWNHOMES & DECKS 86,240 1.98
SINGLE FAMILY ROOFTOPS & DECKS 202,500 4.65
PRIVATE DRIVEWAYS & WALKWAYS
(SINGLE FAMILY & 43 MULTI-FAMILY HOMES) 45,300 1.04
TOTAL IMPERVIOUS AREA = 635,620 14.59
14.59 AC (TOTAL IMPERVIOUS AREA) / 50.50 AC (TOTAL SITE) = 28.89%
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---------------
V- Cr\
DWQ# C-) 15 Date L. "0 1 Cq Who Reviewed: ?? r? J ? ?
Plan Detail Incomplete
? Please provide a location map for the project.
? Please show all stream impacts including all fill slopes, dissipaters, and bank stabilization on the site plan.
? Please show all wetland impacts including fill slopes on the site plan.
? Please indicate all buffer impacts on the site plan.
? Please indicate proposed lot layout as overlays on the site plan.
? Please indicate the location of the protected buffers as overlays on the site plan.
? Please locate all isolated or non-isolated wetlands, streams and other waters of the State as overlays on the site plan.
? Please provide cross section details showing the provisions for aquatic life passage.
? Please locate any planned sewer lines on the site plan.
? Please provide the location of any proposed stormwater management practices as required by GC
? Please provide detail for the stormwater management practices as required by GC
? Please specify the percent of project imperviousness area based on the estimated built-out conditions.
? Please indicate all stormwater outfalls on the site plan.
? Please indicate the diffuse flow provision measures on the site plan.
? Please indicate whether or not the proposed impacts already been conducted.
Avoidance and/or Minimization Not Provided
? The labeled as on the plans does not appear to be necessary. Please eliminate the or provide additional
information as to why it is necessary for this project.
? This Office believes that the labeled on the plans as can be moved or reconfigured to avoid the impacts to the
Please revise the plans to avoid the impacts.
? This Office believes that the labeled on the plans as can be moved or reconfigured to minimize the impacts to the
. Please revise the plans to minimize the impacts.
? The stormwater discharges at the location on the plans labeled will not provide diffuse flow through the buffer because
. Please revise the plans and provide calculations to show that diffuse flow will be achieved through the entire buffer. If it
is not possible to achieve diffuse flow through the entire buffer then it may be necessary to provide stormwater management
practices that remove nutrients before the stormwater can be discharged through the buffer.
Other
? The application fee was insufficient because over 150 feet of stream and/or over 1 acre of wetland impacts were requested. Please
provide $ . This additional fee must be received before your application can be reviewed.
? Please complete Section(s) on the application.
? Please provide a signed copy of the application.
? Please provide copies of the application, copies of the site plans and other supporting information.
Mitigation
? of compensatory mitigation is required for this project. Please provide a compensatory mitigation plan. The
plan must conform to the requirements in 15 A NCAC 2H.0500 and must be appropriate to the type of impacts proposed.
? Please indicate which 404 Permit the USACE would use to authorize this project.
0 V

¦ Complete items 1, 2, and 3. Also complete
item 4 if Restricted Delivery is desired.
¦ Print your name and address on the reverse
so that we can return the card to you.
¦ Attach this card to the back of the mailpiece,
or on the front if space permits.
Article Addressed to:
Sunnybrook, LLC
438 Windyhill Drive, Suite B
Raleigh, NC 27609
DWQ# 04-0715 - Wake
2. A
^0
A Signature
????? ?v??? ? Agent
? Addresse
(Printed Name) C. Date of Deliver
Sv?b C HeAW 1l V
D. Is delivery address di ferent e® Yes
If YES, enter delivery add r?
C° 1"1H
11 s
14 ;a- 9F
3. rvice Type
Certified Mail ? Express
? Registered Retum Receipt for Merchandis
? Insured Mail C.O.D.
- - - - ? Yes
1
UNITED STATES POSTAL SERVICE
First-Class Mail
Postage & Fees Paid
USPS
Permit No. G-10
• Sender: Please print your name, address, and ZIP+4 in this box •
NC DENR Division of Water Quality
Wetlands/401 Certification Unit
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604

¦ Complete items 1, 2, and 3. Also complete
item 4 if Restricted Delivery is desired.
¦ Print your name and address on the reverse
so that we can return the card to you.
¦ Attach this card to the back of the mailpiece,
or on the front if space permits.
1. Article Addressed to:
Sunnybrook, LLC
438 Windyhill Drive, Suite B
Raleigh, NC 27609
DWQ# 04-0715 - Wake
2. Arts
ITS
A. Si nat re
x ? Agent
? Addresse
B. Received by (Printed Name) C. Date of Deliver
D. is delivery address different from -,Rem?'?ees
If YES, enter delivery addpa6a fE? No
J UIV
24
3. Service Type `1"v.Y
Certified Mail ?
? Registered alum pt for Merchandis
? Insured Mail C.O.D.
13 Yes
I I I II I rvawyc a rcco rain
USPS
Permit No. G-10
• Sender: Please print your name, address, and ZIP+4 in this box •
NC DENR Division of Water Quality
Wetlands/401 Certification Unit
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604
.. i
DWQ# rT
- ' t d) Date _ Y Who Reviewed: _
Plan Detail Incomplete
? Please provide a location map for the project.
? Please show all stream impacts including all fill slopes, dissipaters, and bank stabilization on the site plan.
? Please show all wetland impacts including fill slopes on the site plan.
? Please indicate all buffer impacts on the site plan.
? Please indicate proposed lot layout as overlays on the site plan.
? Please indicate the location of the protected buffers as overlays on the site plan.
? Please locate all isolated or non-isolated wetlands, streams and other waters of the State as overlays on the site plan.
? Please provide cross section details showing the provisions for aquatic life passage.
? Please locate any planned sewer lines on the site plan.
Please provide the location of any proposed stormwater management practices.as-Fequired-by-@C
Please provide det4for the stormwater management practices as -e-wired-by 6C
? Please specify the percent of project imperviousness area based on the estimated built-out conditions.
e Please indicate all stormwater outfalls on the site plan.
El' Please indicate the diffuse flow provision measures on the site plan.
? Please indicate whether or not the proposed impacts already been conducted.
Avoidance and/or Minimization Not Provided
? The labeled as on the plans does not appear to be necessary. Please eliminate the or provide additional
information as to why it is necessary for this project.
? This Office believes that the labeled on the plans as can be moved or reconfigured to avoid the impacts to the
Please revise the plans to avoid the impacts.
? This Office believes that the labeled on the plans as can be moved or reconfigured to minimize the impacts to the
Please revise the plans to minimize the impacts.
? The stormwater discharges at the location on the plans labeled will not provide diffuse flow through the buffer because
Please revise the plans and provide calculations to show that diffuse flow will be achieved through the entire buffer. If it
is not possible to achieve diffuse flow through the entire buffer then it may be necessary to provide stormwater management
practices that remove nutrients before the stormwater can be discharged through the buffer.
Other
? The application fee was insufficient because over 150 feet of stream and/or over I acre of wetland impacts were requested. Please
provide $ . This additional fee must be received before your application can be reviewed.
? Please complete Section(s) on the application.
? Please provide a signed copy of the application.
? Please provide copies of the application, copies of the site plans and other supporting information.
Mitigation
? of compensatory mitigation is required for this project. Please provide a compensatory mitigation plan. The
plan must conform to the requirements in 15 A NCAC 2H .0500 and must be appropriate to the type of impacts proposed.
? Please indicate which 404 Permit the USACE would use to authorize this project.
ILQ- Tt(d:?WN
y
K
`(z_?1I t-f -0`..10 ^ ?.? a?' I/?1I ??
r\? 11 Al __V_ ?y..? VIi I
? IIn ? 1LJ 1 ?? A1V? ? '
.7VIL aE CMVInVIVMCI\ 114L L'UM7ULI'KIM IQ,.
NC Division of Water Quality
Tran # Invoice Type Date Reference
2885 050104 Invoice 05/01/04 Permit App.
Date:
SID
016656
Check Number: 16656
05/01/04 Check Amt: $475.00
Balance Discount Pay Amount
$475.00 $0.00 $475.00
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- ~ - ~ l ~ ~ _ BUFFER Tt)TAL:13,T - ( ) - .R ZONE 2: 4,895 SQ. FT. 0.112 AC. > ` _ _ _ - - :R TOTAL:13,755 SQ. FT. (0.316 AC.) - -
- y ~ ~ CHANNEL:168 I.IN. F' - - _ ~ NEL:168 LIN. FT. i~ , -
_ _ = \ ~ ~ ` WETLAND:143 SQ. F' - ~ AND:143 SQ. FT. (0.003 AC.) ~ - " / " ~ / i
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Existing Building ~ 2555 CAPITOL DRNE, SUITE D, CREEDMOOR, NC 27522 10o a 100 200
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